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HomeMy WebLinkAboutItem 11 Prairie Lake Reserve – Final Subdivision Plan AGENDA ITEM COVER SHEET Meeting Date: November 1,2005 Item # Ll Contact Name: Contact Number: J. Antonio Fabre, AICP 905-3100 X1 019 Reviewed By: Department Director: City Manager: Subject: Prairie Lake Reserve - Final Subdivision Plan Background Summary: The Prairie Lake Reserve Subdivision will be developed as a private, gated townhome community with fee simple ownership of the units. The Final Subdivision Plan proposes a total of 168 residential dwelling units on approximately 39 acres. The Prairie Lake Reserve Final Subdivision Plan includes Tract '0' (18.36 acres) and Tract 'K' (20.69 acres) of the Prairie Lake PUD. Issue: Should the Honorable Mayor and City Commissioners approve the Final Subdivision Plan for Prairie Lake Reserve? Recommendations: Based on the recommendation of the DRC and the Planning and Zoning Commission, Staff respectfully recommends that the Mayor and City Commissioners approve the Final Subdivision Plan for Prairie Lake Reserve date stamped received by the City on October 6, 2005, subject to the following conditions: a. Approval of the Waiver Request pertaining to providing the recreation facility prior to the 50th C.O. ; and, b. Converting the proposed emergency driveway into a fully functional secondary residence entrance by replacing the crash gates with fully automatic decorative swing gates, and widening the driveway pavement to 24 feet, and providing a corresponding sidewalk; and, c. Completion of the Engineering comment to "Demonstrate that the 8" pipe crossing under the railroad adjacent to A.D. Mims Road is DIP (Ductile Iron Pipe) from the point of connection adjacent to Lot 60 all the way to A.D. Mims Road connection." Attachments: Location Map; FLU Map; Zoning Map; Prairie Lake Reserve Final Subdivision Plan, date stamped October 6, 2005. Financial Impact: N/A Type of Item: o Public Hearing o Ordinance First Reading o Ordinance Second Reading o Resolution ~ Commission Approval o Discussion & Direction For Clerk's Deof Use: o Consent Agenda o Public Hearing ~ Regular Agenda D Original DocumenUContract Attached for Execution by City Clerk D Original DocumenUContract Held by Department for Execution Reviewed by City Attorney Reviewed by Finance Dept. Reviewed by ( ) D N/A ~ N/A D N/A Citv Manager Robert Frank Commissioners Dannv Howell. District 1 Scott Anderson. District 2 Rustv Johnson. District 3 Nancv J. Parker. District 4 Mavor S. Scott Vandergrift STAFF REPORT TO: The Honorable Mayor and City Commissioners FROM: J. Antonio Fabre, AICP, Senior Planner @ THROUGH: Russ Wagner, AICP, Community Development Director ~ DATE: October 18, 2005 RE: Prairie Lake Reserve - Final Subdivision Plan Project # LS-04-026 Commission District # 4 - Nancy Parker ISSUE Should the Honorable Mayor and City Commissioners approve the Final Subdivision Plan for Prairie Lake Reserve? BACKGROUNDIDISCUSSION The Prairie Lake Reserve is a town home development that is situated in the existing Prairie Lake PUD. The Prairie Lake Reserve property has frontage on the east side of Clarke Road and along Ron Strosnider Avenue, which intersects with Clarke Road on the south side of the City Fire Station #4. Prairie Lake is on the property's northern boundary and AD Mims Road with the adjacent railroad tracks are located along its southern boundary. The Prairie Lake Reserve Final Subdivision Plan includes Tract 'D' (18.36 acres) and Tract 'K' (20.69 acres) of the Prairie Lake PUD. The Prairie Lake Reserve Subdivision will be developed as a private, gated townhome community with fee simple ownership of the units. The Final Subdivision Plan proposes a total of 168 residential dwelling units on approximately 39 acres. The adjacent property to the east is mostly undeveloped and has not been annexed into the City. Tract 'D' has a High Density Residential Future Land Use designation and Tract 'K' has a Low Density Residential Future Land Use designation. The Prairie Lake PUD allows multifamily or townhome units to be built on Tract 'D' and 'K'. The layout and density within the western portion of the subdivision (Tract 'DJ of the PUD) will be similar to the nearby Wentworth townhome development. However, the eastern portion of the subdivision (Tract 'K' of the PUD) has a Low Density Residential Future Land Use designation as already mentioned, and there are wetlands located adjacent to the lake. These constraints resulted in a density of approximately 3 dwelling units per acre with larger units on the eastern portion of the subdivision. Recreation facilities for the residents, including the required meeting room space, will be provided within the project itself. The subdivision plan shows only stormwater retention ponds located along Clarke Road. The buffer between the retention ponds and Clarke Road will include several existing trees that will be preserved, supplemented by new trees and shrubs. There will not be a wall or a fence within that buffer. A 6' decorative metal fence with brick columns and landscaping will be provided along Ron Strosnider Avenue, along the entire frontage of the subdivision. Ron Strosnider Avenue will be extended along the eastern edge of the adjacent commercial tract beyond the subdivision entrance, and then along the southern boundary of the subdivision adjacent to the railroad tracks (along AD Mims Road) all the way to the eastern boundary of the property. This right- of-way extension is necessary to maintain access to the adjacent undeveloped property to the east, but it will not be constructed with the Prairie Lake Reserve subdivision. The subdivision plans call for extending the existing roadway pavement (Ron Strosnider Avenue) to just after the main entrance. The Developer is requesting one (1) waiver from the Land Development Code: the Applicant has requested to postpone the construction of the recreation facility (clubhouse) until the 50th Certificate of Occupancy. Generally, this requirement would be required at the time of (acceptance of improvements) Certificate of Completion. The Applicant did not demonstrate a hardship or offsetting public benefit. However, staff has agreed to forward this request to the commissioners for their direction and formal action. The City Commission, on December 16, 2003, reviewed and approved the Preliminary Subdivision Plan for Prairie Lake Reserve, subject to execution and approval of an amended Development Agreement, and also subject to Parcel 2 being dedicated to the City for a pathway and passive open space area. Subsequently, the amended Development Agreement was approved by the City Commission and the condition set on Parcel 2 (Tract "F") will be accomplished at "Plat" approval. The Final Subdivision Plan as presented is consistent with the Preliminary Subdivision Plan as approved on December 16, 2003. The project as proposed will have a single main entrance to the subdivision from Ron Strosnider Avenue. There will also be a crash gate for emergency access only located just behind the Fire Station. However, after final subdivision review, staff has determined that the emergency access would better facilitate the site as a "residence only" secondary access. Accordingly, the applicant would have to widen the roadway and provide a corresponding sidewalk. Additionally, the crash gate would have to be replaced with a fully operational swing gate. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The proposed Prairie Lake Reserve Final Subdivision Plan was reviewed by the Development Review Committee (DRC) on October 5, 2005. There were a number of issues to be addressed from the City Attorney, the Engineering Department and from the Planning Division that were identified verbally and in the written staff comments. All of the issues were discussed and some changes to the Plans were agreed upon. However, the Applicant insisted that the emergency access roadway would remain as approved on the Preliminary Subdivision Plan. The DRC also discussed the need for an emergency signal at Clarke Road. When the discussion was finished, the DRC voted to recommend approval of the Final Subdivision Plan, subject to the developer making changes specified in the City Attorney's Comments before P&Z Commission and completing the changes specified in the Planning and Engineering Comments before City Commission. The Attorneys last remaining comments were addressed and shown on the plans date stamped "Received October 6, 2005." PLANNING AND ZONING COMMISSION RECOMMENDATION: On October 11, 2005, the Planning & Zoning Commission held a public hearing to consider the proposed Final Subdivision Plan for the Prairie Lake Reserve. The City Staff and the Applicant of the project answered several questions regarding access, the tree save program and impervious surface ratios. Discussion also ensued about converting the proposed emergency driveway into a secondary access for the townhome residences. The Planning & Zoning Commissioners agreed that the waiver request was reasonable at the 50th C.O. due to having enough residences available for use and maintenance. The Commissioners also agreed that the emergency access should be converted into a secondary access point. After finishing its deliberations, the Planning & Zoning Commission voted to recommend approval (7-1) of the Prairie Lake Reserve Final Subdivision Plan, as date stamped by the City "Received October 6, 2005," subject to the approval of the Waiver Request and completion of Staff comments. STAFF RECOMMENDATION: Based on the recommendation of the DRC and the Planning and Zoning Commission, Staff respectfully recommends that the Mayor and City Commissioners approve the Final Subdivision Plan for Prairie Lake Reserve date stamped received by the City on October 6, 2005, subject to the following conditions: a. Approval of the Waiver Request pertaining to providing the recreation facility prior to the 50th C.O. ; and, b. Converting the proposed emergency driveway into a fully functional secondary residence entrance by replacing the crash gates with fully automatic decorative swing gates, and widening the driveway pavement to 24 feet, and providing a corresponding sidewalk; and, c. Completion of the Engineering comment to "Demonstrate that the 8" pipe crossing under the railroad adjacent to A.D. Mims Road is DIP (Ductile Iron Pipe) from the point of connection adjacent to Lot 60 all the way to A.D. Mims Road connection." Attachments: Location Map; FLU Map; Zoning Map; Prairie Lake Reserve Final Subdivision Plan, date stamped October 6, 2005. Prairie Lake Reserve Location Map PRAIRIE LAKE i • cvc. ~ cu cv== en cv ~~ cv-c ~c cu cu ...J...J I! cv ... ... "e; ::s ......, a...f ~ 5 LU - 0:: - <::( Et 1:: ~ 0- 0 ]- - ~~ ., of 1,0 0 0 'c 16 0 '" N ::> 0- W M ~~ ~ Cii 8 0 0 ..c ~ '" .s N ., VI U ., iO 0 8 ::> 0 <T ., "0 oS Q) .~ "E 'S:: G 0... (f) Q) u C: Q)_ ro m U en C en (f)~g(f) e:-- 00 ro Q) ~ ~ .~ (IJ '+= Q) .s .~ '+= 32 C ro ~ c ..e -g .~.::: C (J) Q) 00 -0 Q) u; CO ...rnQ)Q)"UQ) oo..c ~ .9-~ 0:: '00 u 0 0 _ >> . ~ Q) >>Q) tt= (ij u:: "0 Ul .2l t: "OQ) C 0:: :!::(f) 0:: 0 ro ___ c Q) ro Q)-~ c >>-_='j; c ro'+::5 g. ~ ~ .~ Q)'1i5 ~.~ ~ ~ .g c ~ -0 CL~ ~ Q; ~ 0 c .~ ~ :J -g ro 0 ro c ~~ EQ) Q)"O_C:'~u..ro tjo-Q) O~E~>>Q)Q)u(f) Q) u 0 0 .::! Q) _ > (f) ~ = Q) .~ c ...."0 ~ '+- E ~ ro c u ~ .::c: ~ '-"0 > Q) OJ 0 0 OJ Q) 0 Q) :J ro &5:5~.32IctU:.:JIUO::CL....J [] m~111111111 CV ~ CV ene. ~~ CVe) ~c euI_ ...JC CV 0 "e N l- eu ... a.. <C ~ ri ~ 5 LU - 0:: - <::( Et 1:: ~ 0- 0 ]- - ~~ ., of 1,0 0 0 'c 16 0 '" N ::> 0- W M ~~ ~ Cii 8 0 0 ..c ~ '" .s ., N ., VI u 8 iO 0 ::> 0 0 <T ~ ., "0 oS al .~ "E 0 'S:: 0... '" '" 0 ~ en , ~ q-~ 1---- 0:: "";"(1) 3; ~ 3' ~ g;~~.~ ~q ~~~~=___aluu~ ~(J) ~ t::...~~~Q)C')O(IJ~::::,("1(C') (J) .~ 14 ~ g' g' g' g' 6 ~ :!!i ~ .~.~ g'~ <';l 0 ~ -ro ~~~~~Q)'~OO~Q)ro~~- ~_ 0 ale.. ~ ~~~~-:s:"OalOE'Oro"";"~g6~o~ co >> f-:~ c.3 :s::s::s::s: 'f 0 .g ..g Vj E Q; ~ -=-.~ ::)::) >>::) 0 al i~~.~~q~~~~~~en5"08EE~g'u~~~~~ ~ e..~-~'S~=E=E=E=E6~alE~o 2'oo:J->>Cb-"O> o _..::::: U '...u -- w:: 0 >" 0 :J ""C co:~ Q).- Q) ~ 0 ~.- <( c ro ro ro ro 2= u.. 0 0 -E :!:: U "0 0 oS '0 (I) 0 (I) ~ ;;:: "0 CL e.. al ~ r- I C al ~ ~ C C .- C ~ ~ (I) ro ro u.. u.. u.. u.. dJ '00 0 :J (ij - al (ij al al E al ::) (I) ro 1il s 0 ~ Q; ~ w w w w ~ c.. ~ (I) ~ E Q;.g ro Q; Eo.:! 0 ,~ ~ (I) B ,= 0 C .5 OJ OJ OJ OJ w ::t:: :.c ~ .~ E c U > c E :s: "0 ~ :n lJ ~ :J c"O al:J C C C C C :J 0 ~ al 0 al al > al 0 0 al.~ :J C ro en::)~OJ0en~~~~o22CLZU00::~0U....J2ICL::)....J [] m~ I ~ 1lllllllllgglll~ 't: ~' ';) 1: G Development Information Residential Area 31.24 Ac. (above 100 yr.) 29.43 Ac, (useable) I . Ana Common Recreation and Open Space 10.06 Ac._ -r 1 , F Total Project Area 38.93 Ac. Zoning I PUD Gross residential density 5.70 units/acre Min. LivingArea 1,200 sq. ft. Max. Building Height (Townhomes) 35' (2 stories) (Clubhouse) 35' (2 stories) Common recreation and open space includes water bodies, wetlands, open space and parks. Total number of residential units 168 Prai r,je Pra/r/e Lake Reserve PUD Includes Tracts "D" & "K" of theI I Prarle Lake PUD. 11 I ..Su0 bdivision Plans �, I ez I I Tor U Pu,� I ake Resery J1, FF Existing Vegetation Primarily Pine and Oak Building Setbacks (Residential): Front: 20' Orange Rear (from perimeter boundary): 25 Side: 101 Side Street: 15' Railroad,' 50' Clarke Road: 50' Max. Impervious Area / Lot = 75% Max. Building Coverage /Lot = 70X Parcel 1 - (HDR) Parcel 2 - (LDR) Vested Non- Vested , Total Acreage 18,365 Ac Total Acreage 20,694 Ac Units 108 Units 60 Residential Acreage 15.877 Ac Residential Acreage 15.36 Ac (area above 100 yr, flood)(area above 100 yr. flood) Conservation Acreage 2.488 Ac IConservation Acreage Allowable Density(Net) 8 DU/Ac * Wetland (included in residential acreage) 2.81 Ac. Gross Density (above 100 yr) 6,8 DU/Ac 100 yr, flood 5.33 Ac. Allowable Density(Net) 3 DU/Ac Gross Density (above 100 yr) 3.91 DU/Ac Allowable/Approved Units 15.877 Ac (8 DU/Ac) + 15.36 Ac (3 DU/Ac) = 173 Number of Units 168 units * Conservation acreage includes 2.81 acres of wetland area located above the 100 year floodplain elevation that will be conserved, but will be credited as open space and used as part of the Residential Acreage to.r the purpose of ,calculating density. -I Public Facilities 1. The City of Ocoee will provide water and sewage disposal service. The developer will oversize water and/or force mains, if required by the City of Ocoee. The differential cost of installing oversized mains will be born fully by the City of Ocoee. 2. The City of Ocoee will provide Are protection. 3. A Five foot wide continuous sidewalks will be installed on one side of all residential streets at the time of home construction. 4. The developer will comply with Ocoee Ordinance 96-01 regarding street lighting in public and private subdivisions, 5. Water and sewer will be dedicated to the City of Ocoee for ownership and maintenance. Easements will be granted to the City and other appropriate entities over the rights-of-way so that access within ' the community for maintenance, emergency service, etc. Rights-of-way and water and sewer in the non -gated sections will be dedicated to the City of Ocoee for ownership and maintenance. 6. Each parcel will be developed with the required infrastructure, including onsite and offsite roads, water, sewer and storm drainage to enable the parcel to be an independent unit. Parking Requirements Co un ty, Florida City of Ocoee INDEX OF SHEETS SHEET TITLE No. Cover Sheet 1 Typical Sections 2 Overall Site Plan 3 Site Lighting Plan 3a Stormwater Pollution/Prevention Plan 3b Site Grading Plan 4-4a Overall Utility Plan 5-5a Tract Layout Plan 6 Tree Survey . 7-7a Offsite (Rin' Strosnider Ave.) 8 Offsite (Clark Rd.) Striping 9 11 Retention Pond Details 10 Site Details I11 P.O. BOX 770339 Water & Sewer Details 12-14 Wasterwater, Pump - Station Details 15-16 Landscape Plans TL1 - L5 Required Parking Spaces = 398 spaces OWNERS /CROSSWINDS AT PRAIRIE LAKES, LLC. (407) 706-0221 WATER/SEWER/ CITY OF OCOEE (407) 905-3100 Residential = 2.25 space/unit)(168 units) = 378 spaces I DEVELOPER: .'600 CORPORATE DRIVE, SUITE 102 City / SJRWMD Comments IJAS REUSE WATER/ 150 N. LAKE SHORE DRIVE , Clubhouse = (1000 sf)(1 space/50 sf) = 20 spaces FT. LAUDERDALE, FL. 33334 1 1 1 City Comments 11JAS FIRE PROTECTION OCOEE, FL. 34761 Provided Parking Spaces _= - 403 ENGINEER; JUNE ENGINEERING CONSULTANTS (407) 905-8180 ELECTRIC; PROGRESS ENERGY (407) 646-8209 On Residential Lot (1 garage, 1 driveway) = (2 spaces/unit)(169 units) = 338 spaces 232 S. DILLARD STREET, SUITE 201 WINTER GARDEN, FL. 34787 10/5/05' 611 E. BAY STREET WINTER GARDEN, FL. 34787 Offstreet Spaces = 65 sp11 aces RAJ 3. The homeowners assodatOn will establish and operate an Architectural Review Committee inorder to set 51. The grading plan shall be designed to preserve existing grades to the greatest extent possible in common open SURVEYOR: CEMS CONSULTANTS, INC. (407) 877-7979 PHONE: SPRINT (407) 814-5344 Lon cage Buffer Widths 120 E. MAPLE STREET 4. The cavae aper w!l comply with the Ocoee Code regarding the City's parking and landscaping requirements. Trees P.O. BOX 770339 WINTER GARDEN, FL. 34787 WINTER GARDEN, FL, 34777-0339 Clark Road f 10'(width varies) Natural Buffer 52. Removal of existing protected Gees will be limited to dealing road right-of-way and retention areas as detailed in 5, intentional/y deleted.is the Final Subdivision Plan. All existing protected trees on individual lots will be evaluated at the time a building permit GEOTECHNICAL ` YOVAISH ENGINEERING SCIENCES, INC: (407) 774-9383 CABLE; BRIGHTHOUSE NETWORKS (407) 532-8511 N. Side of Ron Strosnider Ave. 10' Wide Wall/Landscope Easement ENGINEER: 953 SUNSHINE LANE 6. Traffic control devices such as textured roadways speed bumps, speed humps, street lights, stop signs, and 3767 ALL AMERICAN BLVD. ALTAMONTE SPRINGS, FL. 32714 ORLANDO, FL. 32810 'N. Side of. Tract: "D" f5' Wide WaII/Landscape Easement 54. Ai/ ulrlibes to be placed within the 10' easement along the front of each lot will be placed around exlsffng 7. The City of Ocoee is subject to the terms, provisions and restrictions of Flaida Statutes 163 concerning moratoria I ENVIRONMENTAL 810 -TECH CONSULTING, INC. (407) 963-0291 GAS: LAKE APOPKA NATURAL GAS DISTRICT (407) 656-2734 E. Property Line 25' Wide Open Space Buffer Easement CONSULTANT: 1 337 N. FERNCREEK AVE. an exam tion. P 1320 S. VINELAND ROAD ORLANDO, FL, 32803 11 I- 56. No person shall undertake land dealing or the rei.. _..,&_ _ Iiryrng a permit from WINTER GARDEN, FL. 34787 shown hereon shall be dedicated to the City of Ocoee for emergency maintenance purposes at the time of platting. The emergency access easement will not impose any obligation, burden, responsibility or liability upon the City of the Building Department. The removal of protected trees shai,'ve minimized to the max. .tent possible and no authorization shall be granted to remove a tree if the Developer has failed to take resonabu treasures to preserve _Tract Ownership Tract "A" - Retention Pond, Owned and Maintained by Home Owners Association LAND DESCRIPTION (OVERALL); I "B, ,,n:�,.; 57. There will be no separate RV or boat parking spr yes provided withln the' subdivision. Tracts B -2' -Retention Pond, Owned and Maintained by Home Owners Association A PORTION OF SECTION 9, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:" Tract D _ Future Right -of -Way, Owned & Maintained by City of Ocoee COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHEAST ONE-QUARTER (NE %) OF SECTION 9, TOWNSHIP 22 SOUTH, RANGE 28 EAST; THENCE NORTH Tract "E" - Private Road Right -of -Way & Utility Easement, Open Space, 00'06'28" WEST ALONG THE EAST LINE OF THE NORTHEAST ONE-QUARTER (NE %) OF SAID SECTION 9, A DISTANCE OF 55.34 FEET TO THE POINT OF BEGINNING; of Tract F° Owned and Maintained by Home Owners Association THENCE CONTINUE NORTH 00'06'28" WEST ALONG THE EAST LINE OF THE NORTHEAST ONE-QUARTER (NE %,) ;OF SAID SECTION 9, A DISTANCE OF 1276.32 FEET;„ „ , THENCE NORTH 89'46'12" WEST ALONG THE NORTH LINE OF THE SOUTHEAST ONE-QUARTER (SE %) OF THE 11 NORTHEAST ONE-QUARTER (NE %) OF SAID SECTION Tract F -,,,Conservation Area & drainage Easement, Owned and Maintained by City of Ocoee 9, A DISTANCE OF 684.51 FEET; THENCE SOUTH 00'24'51" EAST ALONG THE EAST LINE OF THE WEST ONE-HALF (W 1/2) OF THE SOUTHEAST ONE-QUARTER (SE Tract "G" -'-Club House & Community Meeting Area, Owned and Maintained by Home Owners Association 1/4) OF THE NORTHEAST ONE-QUARTER (NE 1/4) OF SAID SECTION 9, A DISTANCE OF 5.50 FEET; THENCESOUTH 89'46'11" WEST, 686.08 FEET; THENCE NORTH 11 for each townhouse unit. 18'29'36" EAST, 61.73 FEET; THENCE SOUTH 83'47'54" WEST, 70.45 FEET; THENCE NORTH 06'12'06" WEST, 580.70 FEET; THENCE SOUTH 77'09'34" WEST, 182.40 Tract "H" - Open Space Located between all Buildings, Owned and Maintained by Home Owners Association FEET TO A POINT ON THE ARC OF A NON -TANGENT CURVE( RADIAL LINE THROUGH SAID POINT BEARS SOUTH 77'32'33" WEST); THENCE SOUTHERLY ALONG THE ,,,, Pond, ARC OF SAID NON -TANGENT CURVE BEING CONCAVE TO THEWEST, HAVING A RADIUS OF 3324.05 FEET, A CENTRAL ANGLE OF 14'50'12", AN ARC DISTANCE OF Tract l -Retention Owned and Maintained by Home Owners Association 860.76 FEET; THENCE SOUTH 02'22'45" WEST, 29.27 FEET (THE LAST TWO (2) COURSES DESCRIBED BEING COINCIDENT WITH THE EASTERLY RIGHT-OF-WAY OF Tract "J" - Right -of -Way to be Dedicated (at time of platting), Owned and Maintained by City of Ocoee CLARKE ROAD PER OFFICIAL RECORDS BOOK 5076, PAGE 4514); THENCE NORTH 89'16'28" EAST, 245.00 FEET; THENCE SOUTH 00'43'32" EAST, 415.00 FEET; the time of platting. I I I THENCE NORTH 89'16'28" EAST, 20.05 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF A TANGENT CURVE, BEING CONCAVE TO THE SOUTHWEST, HAVING A Tract "K-1" - Wall & Landscape, Owned and Maintained by Home Owners Association RADIUS OF 555.00 FEET, A CENTRAL ANGLE OF 90'31 23�� , AN ARC DISTANCE OF 876.86 FEET; THENCE SOUTH 00'12 09 EAST, 206.91 FEET; THENCE NORTH " Prairie Lake PUD. This will be conveyed within specified drainage easements to the stormwater ponds. 19. Street tights shall be installed by the developer prior to certificate of completion at his/her expense and the cost Tract K-2" - Wall & Landscape, Owned and Maintained by Home Owners Association 75'23'15" EAST, 782.05 FEET TO THE POINT OF BEGINNING. City by special warranty deed free and clear of all liens and encumbrances except for those matters acceptable to the 20. The entryway gate for the townhomes shall be equiped with an opti-con system override device to allow City. The form of the special wattaniy deed shall be subject to the approval of the City. In the event that Tract 'D'rs not placed at the time of the City's notice, at least twenty (20) days prior to the conveyance, the owner of TractD" Tract "L" - Open Space Located between all Buildings, Owned and Maintained by Home Owners Association LESS AND EXCEPT description and sketch of description, both cedrfled lo the City of Ocoee, for the property to be conveyed. The owner 21. Alllandscaped areas will be IrriI gated and have an automatic ram sensor. of Tract D" shall, contemporaneously with the conveyance of the property, provide to the City a current attorney's opinion of We or a current We commitment to be followed by a policy of title insurance, evldendng that fee simple � �� Tract "MOpen _ Space Located between all Buildings, Owned and Maintained by Home Owners Association COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHEAST ONE-QUARTER (NE '/a) OF SECTION 9, TOWNSHIP 22 SOUTH, RANGE 28 EAST; THENCE NORTH easements, shall be provided to the illy of cocas for review and approval prior to or the time of platting solely by the owner of Tract 'D° Real properly taxes on the property shall be prorated as of the day of the City's 00'06'28" WEST ALONG THE EAST LINE OF THE NORTHEAST ONE-QUARTER (NE %) OF SAID SECTION 9, A,DISTANCE OF 1331.66 FEET; THENCE NORTH 89'46'12" Tract "N" - Open Space Located between all Buildings, Owned and Maintained by Home Owners Association WEST ALONG THE NORTH LINE OF THE SOUTHEAST ONE-QUARTER (SE %) OF THE NORTHEAST ONE-QUARTER (NE 34) OF SAID SECTION 9, A DISTANCE OF " " Tract 0 _ Lift Station, to be Dedicated to, Owned and Maintained by the City of Ocoee. „ 1366 87 FEET THENCE NORTH 18'29 36 EAST 50 14 FEET• THENCE SOUTH 83'47'54" WEST 70 45 FEET! THENCE NORTH 06'12 06 WEST 147 18 FEET TO THE conservation and drainage easement to be dedicated to the city of ocoee and recorded at time of lading. any kind for, on account of, or with reseed to the required conveyance of Tract D' Notwithstanding the foregoing, in . POINT OF BEGINNING; THENCE CONTINUE NORTH 06'12'06" WEST, 20.11 FEET; THENCE SOUTH 77'43'54" WEST, 162.63 FEET TO A POINT ON THE ARC OF A NON -TANGENT CURVE (RADIAL LINE THROUGH SAID POINT BEARS SOUTH 84'36'49" WEST); THENCE SOUTHERLY ALONG THE ARC OF SAID NON -TANGENT CURVE, BEING CONCAVE TO THE WEST, HAVING A RADIUS OF 3324.05 FEET, A CENTRAL ANGLE OF 00.20'51", AN ARC DISTANCE OF 20.15 FEET; THENCE NORTH 77'43'54" EAST, 162.98 FEET TO THE POINT OF BEGINNING. SAID LANDS LYING IN THE CITY OF OCOEE, ORANGE COUNTY, FLORIDA, CONTAINING 38.929 ACRES, MORE OR LESS. DATE _ REVISION INAME CHECKED 2/21/05' City / SJRWMD Comments IJAS 1. Site development is astimated to occ ur in accordance with the following schedule:49. Single Phase - Parcels 1 a 2 - 2005 RAJ 7/18/05 1 1 1 City Comments 11JAS road Nght-of-way lines w!// be preserved Yet a//possible. The buttr walls and rads Wil be designed around those trees to incorporate them Into required landscape butlers and as street trees. RAJ 9/16/05 ' City Comments JAS RAJ 10/5/05' -._.... DRC Comments JAS" RAJ 3. The homeowners assodatOn will establish and operate an Architectural Review Committee inorder to set 51. The grading plan shall be designed to preserve existing grades to the greatest extent possible in common open 1, Conditions of Appro vat 1. Site development is astimated to occ ur in accordance with the following schedule:49. Single Phase - Parcels 1 a 2 - 2005 Existing trees 8"or larger (other than citrus trees or Iftsh"trees) located along proposed locations of buffer walls Ii.or This schedule /s Intended only to be used as an estimate of the buildout of the project and should not be used as a road Nght-of-way lines w!// be preserved Yet a//possible. The buttr walls and rads Wil be designed around those trees to incorporate them Into required landscape butlers and as street trees. strict guideline as actual buildout shall be determined by market conditions during the Me of the project. 2. Intentionally deleted 50. The plan shows available pad size for reference only. For each indivrduallot, the buildings shall not exceed 70% lot coverage and the tote/ ofa/I Impervious surfaces shall not exceed 75% lot coverage. 3. The homeowners assodatOn will establish and operate an Architectural Review Committee inorder to set 51. The grading plan shall be designed to preserve existing grades to the greatest extent possible in common open architectural design standards by which the community will be developed. space areas and on individual lots containing protected trees. For lots containing protected trees, there will be no 4. The cavae aper w!l comply with the Ocoee Code regarding the City's parking and landscaping requirements. Trees grading ar other construction on individual lots, except as specified in the Final Subdivision Plan, until building permits are issued for those lots. required as part of each residendallots consituodon might be placed either on the lot or in the adjacent street right-of-way in front of the lot. 52. Removal of existing protected Gees will be limited to dealing road right-of-way and retention areas as detailed in 5, intentional/y deleted.is the Final Subdivision Plan. All existing protected trees on individual lots will be evaluated at the time a building permit issued for that lot, to determine whether or not each tree needs to be removed. 6. Traffic control devices such as textured roadways speed bumps, speed humps, street lights, stop signs, and 53. Intentionally deleted. Istrategic placement of landscaping will be udlbed as deemed necessary to control traffic throughout the development, subject to City approval. 54. Ai/ ulrlibes to be placed within the 10' easement along the front of each lot will be placed around exlsffng 7. The City of Ocoee is subject to the terms, provisions and restrictions of Flaida Statutes 163 concerning moratoria protected trees to be preserved. on the issuance of building permits under certain circumstances. The City has no /awful authority to exempt any private entity, oritself, from the app/icatlon of such state legislation and nothing herein should be considered as such 55. The Developer is to protected and prevent any disturbance. -M --r, or other construction within the conservation areas (Tract "F') inside the 100 year fl00d elevation. Th ' he fenced off during construction and silt an exam tion. P {e,, «5 tr>stallar+ to . ' a ..° ,� - =���.,a "mss virEry ofd =t r ` ;ng c^nstR ^* . _ .. 8. An emergency access easement to the retention ponds (Tracts A, Q 8-2 and 1) and over all drainage easements 11 I- 56. No person shall undertake land dealing or the rei.. _..,&_ _ Iiryrng a permit from shown hereon shall be dedicated to the City of Ocoee for emergency maintenance purposes at the time of platting. The emergency access easement will not impose any obligation, burden, responsibility or liability upon the City of the Building Department. The removal of protected trees shai,'ve minimized to the max. .tent possible and no authorization shall be granted to remove a tree if the Developer has failed to take resonabu treasures to preserve Ocoee, to enter upon the subject property or take any action to repair or maintain the Drainage System. spettirmen and historic trees. 9. Intentionally deleted. ,,n:�,.; 57. There will be no separate RV or boat parking spr yes provided withln the' subdivision. 10. Agricultural uses shall be permitted to continue in each tract until development commences in that tract 58. Lots 102-123 within the townhouse subdivision will utilize extended stem wall construction (if required) to avoid any 11. A perpetual, non-exclusive easement for access over all interna/ roadways and paved areas shall be granted in unnecessary filling along the lake front to help minimize the impact of excess grading on existing trees to be preserved and on the adjacent wetland area. favor of the City of Ocoee and other applicable authorities for law enforcement fire and other emergency services. 12. Siormweler management shall be provided consistent with the requirements of the Ocoee Land Development code 59. An environmental swa/e shall be constructed along the rear of all lake front lots and lakeside edge of Tracts "A", "B', 'B 2" and "r.. The swa/e will be located immediately adjacent to the conservation easement line along the edge and the St. Johns River Water Management District. of Tract F° 13. All finished floor elevations shall exceed the 100 Year elevation by a minimum of two feet. 60. Each original third party purchaser of a townhouse unit within this subdivision shat/ receive a written disclosure 14. All onsite utilities including electrical, cable tv and telephone shall be placed below ground. These utilities shall form which include suffhdent information to disclose to such purchaser the proposed site plan for prairie Lake Reserve PUD an the mix of uses within the PUD, such disclosure form to be reviewed and approved by the City prior to the comply with ordinance 95-17, which requires pedestal -mounted utility boxes to be placed back off the street, no more approval of a plat or the sale of the first townhouse unit, whichever flrt occurs. The city shall be provided with than 5 feet forward of the front building setback line, on all residential lots which are less than 70 feet in width where the lot abuts the street right-of-way line. acceptable documentation of compliance with the foregoing, which shall include a recerpted copy of the disclosure farm for each townhouse unit. 15. Each fire hydrant shall be OSHA yellow in colorand a blue reflecNve markershall be atlixed to the street In the 61. All common parking areas widhln the townhouse portion of the subdivision W11 have standard 6* raised concrete center of the lane closest to each hydrant. curbing to define the vehicle use areas and to protect landscaping from vehicle encroachment, except where adjacent 16. A homeowner's association shall be established and shall be responsible for the maintenance of all open space to buildings where richt curb will be used. and common areas as identified in the tract areas, ownership and maintenance responsibilities table. 62- All sidewalks adjacent to common areas shall be constructed by the developer along with the infrastructure. The 17. Aii Gads which are to be owned and mainialned by the homeowners association and the property owners builder shalt construct all sidewalks adjacent to the but/dings. association shall be conveyed to the assodadons by wen enty deed free and clear of all /lens and encumbrances at 63. This project will be required to comply with Section 6-15 of the Land Development Code relating to multifamily the time of platting. I I I development standards. 18. At aff comers and where otherwise applicable, sidewalks shall have access ramps constructed to accommodate 64. The storm water management system was designed to provide forstormwater runoff from undeveloped Tract C of those in wheelchairs and others who are physically challenged. I Prairie Lake PUD. This will be conveyed within specified drainage easements to the stormwater ponds. 19. Street tights shall be installed by the developer prior to certificate of completion at his/her expense and the cost 65. Within 60 days after receipt of written notice fmm the Crty, the owner of trail D" shall convey tract "D" to the of their operation will be assumed by the developer in accordance with ordinance No. 95-17. City by special warranty deed free and clear of all liens and encumbrances except for those matters acceptable to the 20. The entryway gate for the townhomes shall be equiped with an opti-con system override device to allow City. The form of the special wattaniy deed shall be subject to the approval of the City. In the event that Tract 'D'rs not placed at the time of the City's notice, at least twenty (20) days prior to the conveyance, the owner of TractD" emergancy access to the townhomes by firalrescue, police and other emergency response personnel per fire chief requirements. shall, at such owners sole cost and expense, provide to the City for review and approval a metes and bounds legal description and sketch of description, both cedrfled lo the City of Ocoee, for the property to be conveyed. The owner 21. Alllandscaped areas will be IrriI gated and have an automatic ram sensor. of Tract D" shall, contemporaneously with the conveyance of the property, provide to the City a current attorney's opinion of We or a current We commitment to be followed by a policy of title insurance, evldendng that fee simple 22. All legal instruments, including but not limited to homeowner association documents warranty deeds, and Title to the property is free and dear ofall liens and encumbrances except for those matters acceptable to the City. The casts and expenses related to the conveyance of the property, including the cost of tide work, shall be borne easements, shall be provided to the illy of cocas for review and approval prior to or the time of platting solely by the owner of Tract 'D° Real properly taxes on the property shall be prorated as of the day of the City's 23. Open space between townhome units (Tract H, L, M, N), which is not a part of individual lot shall be owned and acceptance of the conveyance of the same, and the prorated amount of such real property taxes attributable to the owner of Tract "D'shal/be paid and escrowed by such owner in accordance with the provisions of Section 196.295, maintained by the townhome homeowners assodabon. Florida Statutes provided, however, that if time conveyance occurs between November 1 and December 31, then the 24. All areas below the 100 year flood plain elevation (86.0) and wetland auras (including 29'bu>l rs) shall be within a owner shall be responsible for real property taxes for the entire year. Neither the owner of Tract "D", its successors and assigns, nor any other person or entity shall be enfitled to any road impact fee credits or other compensation of conservation and drainage easement to be dedicated to the city of ocoee and recorded at time of lading. any kind for, on account of, or with reseed to the required conveyance of Tract D' Notwithstanding the foregoing, in 25. Removal ofadsdng protected trees wilt be limited to clearing road right-of-way and retention areas, and areas of the event the City has not requested the conveyance of Tract 'D"prior to the time the first plat is filed for which includes Tracts 'D', W-1' or "K-2 , Tract "D'shall be conveyed to the property owners association for ownership and mass grading related to development with the 100 year flood plain and compensatory storage areas. Trees on individual lots wit not be removed during construction of the subdAdslon improvements. maintenance pending the city's request for the same. Tract "D'shall be conveyed to the association subject to an easement for right of way and public utility purposes. The foregoing obllgadons with respect to the conveyance of j 26. In order to ensure that as many existing trees as possible will be preserved all road nghf-of-ways, retenflon areas, Tract 'L "shall be documented in a recorded Developer's Agreement. Prior to the conveyance of Tract "D" to the City, and mass grading areas will be flagged for review by the city and the engineerpnor to any tree removal. No clearing the owner shat/ at all rimes be responsible for the maintenance of Tract "D". permits will be issued for site work or building construction until all Gees. be preserved have been dearly marked with tree proradion barriers approved by the city. 66. The declaration and property owner association documents shall comply with all city ordinances applicable thereto 1 which are in effect at the time of approval of plat for any portion of the project 27. A 6 foot decorative metal fence with brick columns and landscaping will be constructed _with the iownhome 67. The project Is proposed to be gated and shall comply with all applicable Orange County ordlnances and development along Ron StrosnidarAvenue. 17 resolutions with reseed to gated commumrties including trot limited to Article VIII, chapter 34 of time Orange County 28. Any damage caused to any public mead as a result of the construction acbwfiesr: lated to the project, shall be Code, as well as any amendments to tratmic/e that maybe enacted thereto. All references in said County Code 'County" promptly repaired by the Developer to the applicable government standards at McDeveloper's soli cost and expense. Chapter to the shall be deemed to refer to the "City" fnr purposes of this requirement Notwithstanding time foregoing, in the event the City adopts an ordinance regarding gated communities prior to approval ofa plat for any 29. A copy of the Master Subdivision Plan shall be avallabe for review by prospective buyers in al/ reardential sales portion of the project, then the project shall comply with any such ordinance adopted by the City offices. 68. Notwithstanding the conveyance of the stormwater retention ponds to the property owners association (The 30. lnfentionady deleted ssodation) orany provision to the contrary contained in the Conditions ofApprovel, the developer shall remain "Aresponsible for the maintenance of the Project's stor mweler management system (SWMS), including all stormwater 31. Pursuant to Ordinance No. 2001-18 all subdivision signage must be consistent with the legallylassigned name of retention ponds, until such time as. (i) the entre SWMS for the project is constructed and appropriate certificates of completion issued by both the City and the SJRWMD, (!) the stormwater retendon ponds intended to be conveyed to the subdivision. Any subsequent change to the name of the subdivision must be approved by the Orly Commission. the association have in fact be conveyed to the Association, (iii) the Association is designated as the maintenance 1 32 Each phase development elite/ stand its awn with rasped to public services (sewer, wa r, stommwater entry on the records of the SJRWMD and all transfer records required by SJRWMD have been executed and accepted by SJRWMD, (iv) the City has been provided with a copy of the developer's proposed maintenance plan with rasped access management' access and otherrelated services). ce to the SWMS, and (v) the City has been provided with a written statement from the Associadon acknowledging receipt 33. lnfentionallydeleted of the Developers proposed maintenance plan with respect to time SWMS and that the Association is responsible for the maintenance"of the'SWMS Notwithstanding the foregoing, the project shall comply with all city ordinances 34. The townhome portion /s a private community with a mandalwyhomeowners assoclation ownlnrj and maintaining regarding the maintenance, repair and operation ofstormwater ponds that are in effect at the trine of approval of plat for any portion of the property. the private streets and common areas. Prior to, or at the time of plaffing, an easement granted to ale utieity suppliers for ingress and egress over the private tracts for access and maintenance of their utilities, and the City enforcement 69. AN Dedaratron of Covenants and Restridions affectingthe Pro shall incl PertY ude the following provisions: and emergency personal for ingress and egress to the property. 11 All access to Clarke Road and A.D. Mims Road, except at approved locations shown on the plan, otic!! be ' (i) Provisionallowing the City to levy, collect; enforce assessments for maintenance of common areas if Association fails to do so or fails to maintain assessments at a level allowing for adequate maintenance. de de i City dedicated to the Ctyy of Ocoee at the time of p/adrng. 36. This subdivision plan is subject to the terms and conditions of the DevelopmentAgreement, dated June 18, 1991, (rr) Provision granting the City the tight, but not the obligation, to maintein/repair SWMS and obtain reimbursement from the Association, or from the Developer if (1) tumover of control to the members has not occurred, or (ii) if the as recorded in Official Records Book 4352, Page 1655; as amended by that certain FirstAmendment recorded January 3, 1995 in Official Records Book 4839, Page 2121; as amended by that certain Second Amendment recorded October Developer is still responsible for maintenance of the SWMS 1 a 1995 in Olficlal Record Book 4956, Page 4908, alt in the Public Records of Orange County, Florida, and all (iii) Provision granting that the SWMS will be transferred to a responsible operation/maintenance entity acceptable to subsequent amendments thereto. the City in the event of dissolution and that if dissolution occurs without such approval then the City may continue to 37. This subdivision plan will comply with City of Ocoee Code Chapter 48-5, motorboats capable of generating more Tema' and collect assessments and impose liens with rasped thereto notwithstanding the dissolution of the Association. than ten (10) horsepower shall not be allowed on Prairie Lake. I (iv) Provision that the Association shall at all hetes be in good standing with the Florida Secretary of State. 38. The Deed Restrictions for the townhouse portion of the subdivision will Include language requiring that the garages � must be used for parking cars and that parking will be prohibited on the private streets within the townhouse area, (v) provision that at the time of turnover of control of die Association to the membe ' the Declarant shall deliver to rs except in designated park ng spaces. the new Board of Directors the maintenance plan for the SWMS accompanied by an engineer's certification that the SWMS is functioning in accordance with all approved plans and permits. To the extent that any such engineer's report 39. The Deed Restrictions for the townhouse portion of the subdrvislon Wil include language indicating that if trash indicates any comecbve action is required the Declarant shall be required to diligentyundertake such corrective action at the Declarants expense and M t a cash bond with the Association for the esti ' P Pce mated casts of such corrective cans are used at individual units they should be stored in the garage, but if May are stored outside the garage, they . actor. will be screened from view with a decorative fence and/or landscaping. 1 ;, 40. Slmort term rentals (rental term Less than 6 months) shall be prohibited! This restriction shalt be incorporated into (vi) Provlslol -th s ria " ."'' �y the City or any othergovemmenta/ entity shall be subject to assessments levied b the Assoclatio � ,,, , f = >, ; Y O. the joint HOA documents and shall also be enfimeable by the City. 41. The developer shat construct as one of the subdivision amenrtes a Community Meering Room in accordance with (vii) Provision that any amendment to anyprovision affecting the Cityrequlres `the eonsent'oftthe City in-anrinstruri'&w - recorded with the amendment. linty the requirements of Ordinance No. 2001-19. Meering mom shall be a minimum of 1,000 sf an ad this requirement is di being met with the constructon of the clubhouse. I 1.11 (till) The articles of rncorportation and bylaws of the association shall be consistent with the foregoin rovislons. 9P 42. Proposed facilities within the common area park site (Tract G) shall be pool tot lot and picnr ta° 70. Inter, d ff ��sieted. 43. Drainage easements between lots are shown for location only. Final easement dimensions (widths) will be shown 71. The stormwater management areas in rticular n B ll r 9 Ice pod ,sha maintain and accomodate for all existing drainage on the Final Subdivision Plan and will be sized to meet City requirements. paters and flows that may exist. _„_ Unless otherwise noted, a 5' utility and drainage easement will be platted along all side lot lines, and a 10' utlity and drainage easement adjacent to the sftet right -of --way. 72. Compensating storage shall be provided for any fill within the 100 year flood elevation. f,l d44. 1�1 45. The landscape buffer areas along Ron StrosnlderAvenue shall have shade trees planted every 30 feet and shrubs 73. All multifamily buildings comprised of three or more dwelling units, reguardless of square footag an ber of stories, will include automatic fire protection systems. ; �i fl r,; 2��5 planted along at least 25% of the length of the wall and the combination brick column/decorativs metal fence. These ,; structures shall be constructed at least 5 feet back from the road right-of-way line. 74. Prior to orat the time ofplattng all of the following must occur (at no cost of expense to the city (a) th liR 48 All drainage, utility and maintenance easements shall be for the benefit of the Home Owners Association. The station site (Tract "O) shall be conveyed to the City by warranty deed in form and substance satsfa tory to s" free and clear of alt tfens and encumbrances b the eiR station, furca main and all associated sewe I' (i mess F ,, r~ C /and burdened by such easements shall be owned by the indivfdua/lot own_ ere The drainage and uttfty easements ..j/IV consGuded, accepted by the cfty, and conveyed to the City by Bill of Sale, and (c) a sewer easemen n7arrr»» shall be dedicated to the peroetuat use of the public at the the of plattirhg. substance satisfactory to the City shall be granted in favor of the City over the force main and sewer lines, provided, 47. Af/ screen walls, landscap buffers, entry and comer landscape improvements, and sidewalks along Clarke Road however, if Me developerprovides a performance surety in accordance with the requirements of the Ocoee Land Development Code, then all of the events set forth above must occur prior to issuance of Certificate of Completion. and along Ron SGosniderAvenue shall be completed prior to issuance of the Certiflcate of Completion for those (d) The water lines, lift station, gravity sewer system, and force mains shall be owned, operated and maintained by the corresponding phases. City of Ocoee. 48. Street trees shall be provided by the home builderat a rate of one tree per townhome unit prior Occupancy for each building At least ha/fof these street Gees shall be shade trees, a minimum of2' to Cerfih'cate of DBH and 10' 75. The dubhouse shall be permitted and consbucted prior to the 50th Certificate of Occupancy of the residential tall at the time of plantng. The remaining street trees shall be undeistory fleas as defined in the Land Development units. Code. 11 I .. , line Centerline „ 12' 25' Right -of -Way Center25 Right -of --Way 12Match 22' Tract "E" 22' Tract E" Easement Z 12, 12, 24" 11, Easement Exist. 8' 24" 12' 12' 24" 8' 2' Sod Strip 2' Sod Strip Min. 1.5" Thick Type (t)p. Both Sides) ,0 Min. Asphaltic Thick Type S-3 (typ. Both Sides) S-3 Asphaltic Conc. 1/4„� Asphotic Conc. --LE •'N •''Z) 7--ZZ7 177 •fig, i ' :•.� Const. 5' Wide 4” Thick 300 psi Const. 5' Wide ,� Conc. Sidewalk 4 Thick 300 psi Stabilize Top 6 4' " Conc. Sidewalk n4' in Oranto 60 ge CouniyFBV /n. R/W Type "F" Curb Stabilize Top 6 Type "F" Curb to 50 psi F8V, Min. miami curb in front 76'oil Cement 78,se- 76' Course Compacted 12" Sub rade Compacted to 989 Max. SoilCement Base Course Compacted in Orange County R/W ( 9 P to 989 Max. Density (AASHTO T-134), of buildings/lots) to 989 Max. Density (AASHTO T-134), Density (AASHTO T-180) Asphaltic Prime Coot Applied at 0.15ga1./sf 12" Subgrode Compacted to 987 Max Asphaltic Prime Coat Applied at 0.15ga/,/sf 300 psi 7 Day Compressive Strength Density (AASHTO T-180) 300 psi 7 Day Compressive Strength *Alternative "Alternative 6" Limerock Base Course Compacted 6" Limerock Base Course Compacted to 959 Max. Density (AASHTO T-180), to 957 Max Density (AASHTO T-180), Aspholfic Prime Coat Applied at 0.15ga1./sf Asphaltic Prime Coat Applied at 0.15gal./sf with with 12" Subgrode Compacted to 959. Max. 12" Subgrode Compacted to 957 Max. Density (AASHTO T-180), Top 6 Density (AASHTO T-180), Top 6" Stabilized to 50 psi FBV, Min. Stabilized to 50 psi FBV, Min. (Ron Strosnider Ave.) (Internal Roads) T YPICAL ROAD SEC TION TYPICAL ROAD SECT/ON N. T. S N. T. S. 2' 2' 12' Internal Road 12' Internal Road 20' Offstreet Parking Garage Driveway Curb 12' Internal Road 12' Internal Road Curb Driveway Garage 6" Raised Curb Proposed Driveway 6" Raised Curb Miami Curb Miami Curb Miami Curb (Offstreet Parking Areas) (@ Driveways) T YP/CAL SEC TION T YPICAL SEC TION N. Ts. N. TS. Width as Noted on Site Plan 114 I Light Broom Stroke Finish I Finish Grade --1 —" 1/4" R. 240 A PW I r " 12 12 5'-0" Apart Max. A er �f WALK SEC77ON DUMMY GROOVE + Pavement I 1 q,• a d° q q ° Base a a " q ° R 3000 psi Concrete I_!14"1/4" --) 1/4" R 44 61. 12" 12" �o Stablized Subgrade I20'-0" O.C. Max, or 1/2 Expansion Joints 40'-0" D.C. May. ::',•; Length of Walk Provide at Every Sidewalk Intersection P. .:. 9 CONSTR CTION JO/NT C0NS7RUC770N JO/NT Sub rade: U �o ,-Compacted Notes. 1. Sidewalk Joints Shall be Provided to make each Section o Square Section. 2. Use 6" Thick Concrete Along all Retention Pond Tract Frontage. STANDARD CONCRETE MIAMI CURB SIDEWALK DETAILS N. T.S. N. T.S Future Curb & Gutter Const. ��\ B 2O'R or as Shown on Plans 1'-10" A ���� C 1/2" Exp. Joint 1'-2" A C L�8 Valle Gutter Curb & Gutter PLAN 3/4 "R 71/2 61/4" T7112, M co SECTION AA 0 0 C=) 3/4"R N p 7112' 6 1/4" 7112- 8. 1/2"88. _ L SECTION BB Ln ro 61' -IoM JI -2M Ln rn 3/4 R 0 Mio 6 1/4" 71/2" SECTION CC .n 0 rn VALLEY GUTTER CC N. TS, 0 M N "O 'O M i U AS -BUILT INFORMATION GENERAL NOTES: AS -BUILT DRAWINGS WILL BE REQUIRED WiTH THE FOLLOWING /NFORMA770N: 1. ALL CONSTRUCTION INCLUDING BUT NOT LIMITED TO CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, GRADING, GRASSING, A) SANITARY SEWER STORM PIPE, STORM STRUCTURES, UNDERDRAIN, PAVING, 1, TOP ELEVATION OF EACH MANHOLE FRAME AND COVER, CURBING, SIDEWALKS, WATER MAINS, WATER SERVICES, SEWER 2. INVERT OF EACH UNE ENTERING AND LEAVING EACH MANHOLE/STRUCTURE. MAINS AND SERVICES, AND MATERIAL TESTING SHALL CONFORM TO J. LENGTH OF EACH RUN OF MAIN BETWEEN MANHOLES (CEN7FR TO CENTER). CITY OF OCOEE AND TO THE FLORIDA DEPARTMENT OF 4. AC7UAL GRADE OF PIPE BETWEEN MANHOLES. TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR ROAD AND S. LOCATE ALL SERVICE W'YES FROM DOWNSTREAM MANHOLE WITH DEPTH AT BRIDGE CONSTRUCTION, MOST RECENT EDITIONS LOT UNE AND DISTANCE FROM 774E MAIN, 6. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL 2, ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED UPON FiT77NGS/ACCESSORIES NOT VISIBLE FROM 7HE SURFACE (MINIMUM TWO POINT COMPLETION OF CONSTRUCTION. ALL SLOPES STEEPER THAN 4:1 77ES). SHALL BE SODDED. 8) STORM DRAINAGE 1. TOP ELEVA77ON OF EACH MANHOLE FRAME AND COVER/GRATE AS WELL AS 3. ALL PROPOSED GRADES SHOWN ARE FINISHED GRADES. ALL OTHER STRUCTURES (HEADWALLS, CONTROL STRUCTURES, ETC,), 2. INVERT ELEVATION OF EACH UNE ENTERING AND LEAVING EACH 4. THE FLOWLINES OF ALL CURBS SHALL BE GRADED TO OBTAIN A STRUCTURE, INCLUDING UNDERDRAIN PIPES. MINIMUM GRADE OF 0.30% AND SHALL DRAIN POSITIVELY TO ALL A INVERTS OF ALL MITERED END SECTIONS INLETS, 4. AC7UAL GRADE OF PiPE BETWEEN STRUCTURES 5. INVERT ELEVA77ON AND TWO HORIZONTAL 77ES FROM PERMANENT VISIBLE 5. BOUNDARY AND TOPOGRAPHIC INFORMATION SUPPLIED BY CEMS OBJECTS TO ALL STORM S7U8-OU7S CONSULTANTS, INC. C) W47ER SYS7E"M AND FORCE MAINS 6. UTILITIES SHOWN WERE LOCATED FROM BEST AVAILABLE 1, AC7UAL LENGTHS OF PIPE BETWEEN BRANCHES AND VALVES IN THE RUN, INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 2. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL LOCATION AND PROTECTION OF ALL UTILITIES THAT MAY EXIST, FITTINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MIN. TWO POINT TIES). J. UST 774E DEPTHS OF 774E LINES AT ALL VALVES, FITTINGS AND FIRE HYDRANTS 7, ELEVATIONS WERE BASED ON ORANGE COUNTY DATUM. 8. EXISTING ZONING OF THE SUBJECT SITE IS PUD, 9. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE EROSION AND SEDIMENT CONTROL THROUGHOUT THE CONSTRUCTION PHASE WHICH SHALL INCLUDE, BUT NOT LIMITED TO THE PLACEMENT OF SILT FENCES, STACKED HAY BALES OR OTHER SIMILAR STRUCTURES ALONG THE PERIMETER OF THE 2'-O" SITE. THIS WORK SHALL CONFORM TO THE REQUIREMENTS OF THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT AND THE FLORIDA DEPARTMENT OF 6" 1'-6" TRANSPORTATION AS OUTLINED IN F,D.O.T. STANDARD INDEX #102. THE _ CONTRACTOR SHALL PROVIDE AN EROSION PROTECTION PLAN PRIOR TO 21R Pavement PRE -CONSTRUCTION MEETING, THE MEASURES SHOWN HEREIN ARE THE a -- JR MINIMUM REQUIRED. ADDITIONAL CONTROL MEASURES SHALL BE UTILIZED `O — AS NEEDED, DEPENDENT UPON ACTUAL SITE CONDITIONS AND CONSTRUCTION a OPERATIONS. _III I 10, STRIPPINGS AND ALL UNCLASSIFIED MATERIALS SHALL BE REMOVED FROM RETENTION AREAS AND ROADWAYS AND DISPOSED OF ONSITE AS DIRECTED BY ENGINEERING SO AS NOT TO AFFECT ' Base Material 6" 8" BUILDING LOT PADS. Sub Bose Material 11. SOILS REPORT BY YOVAISH ENGINEERING SCIENCES, INC., RETENTION FACILITY BERMS, ROADS AND UNDERDRAINS SHALL BE CONSTRUCTED Note: When Used on High Side of Roadways, The Cross Slope of the Gutter AS DIRECTED. Shall Match the Cross Slope of the Adjacent Pavement and the Thickness of the Lip Shall be 6", Unless Otherwise Shown on Plans. 12, CONTRACTOR SHALL IMMEDIATELY NOTIFY JUNE ENGINEERING CONSULTANTS, INC. OF ANY PROBLEMS REQUIRING DEVIATION FROM THESE PLANS AND SPECIFICATIONS. TYPE Tv CURB &GUTTER 13. CONTRACTOR SHALL PROVIDE AS -BUILT INFORMATION TO ENGINEER ON THE FOLLOWING ITEMS: PAVING GRADES AT POINTS SHOWN ON THESE PLANS; ALL STORM STRUCTURE AND PIPING INVERTS AND N, T.S. LOCATIONS; ALL WATER MAIN, SERVICES, FIRE HYDRANTS, VALVES, AND BLOWOFF LOCATIONS; ALL SEWER LINES, SERVICE LATERALS & VALVES, 14. STORM PIPE MEASUREMENTS SHOWN ARE MEASURED TO END OF MITERED END SECTIONS AND TO THE CENTER OF STORM STRUCTURES, SANITARY PIPES ARE MEASURED TO CENTER OF STRUCTURES. 15. INDIVIDUAL LOT OWNERS WILL BE REQUIRED TO CONSTRUCT DRIVEWAYS AND SIDEWALKS AT THE TIME OF HOUSE CONSTRUCTION. CONTRACTOR WILL BE REQUIRED TO CONSTRUCT SIDEWALKS WHERE REQUIRED ALONG RETENTION PONDS & COMMON AREAS. 16, CONTRACTOR SHALL COORDINATE PLACEMENT OF ALL UNDERGROUND CONDUITS NEEDED FOR UTILITIES AND IRRIGATION. 17, CONTRACTOR SHALL AQUIRE, REVIEW, AND MEET ALL CONDITIONS OF PERMITS PERTAINING TO THE CONSTRUCTION OF PROJECT Width as Noted on Site Plan INCLUDING BUT NOT LIMITED TO CITY OF OCOEE, ST. JOHNS 114': 1' ( 1" R. RIVER WATER MANAGEMENT AND THE FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION, AND ARMY CORPS OF ENGINEERS. _a • , V q q • ° Pavement r - r q 18, CONTRACTOR SHALL USE PLAT FOR ALL CONSTRUCTION LAYOUT AND NOTIFY ENGINEER OF ANY CONFLICTS BETWEEN PLAT AND _4 - CONSTRUCTION PLANS. 2 1'4's Cont. " " I 19. FILL MATERIAL SHALL BE PLACED12" LIFTS A (MAX.( S SHOWN 8 12 BY THE PROPOSED ELE ELEVATIONS N S AND TYPICAL SECTIONS AND COMPACTED TO A MINIMUM OF 98% MAXIMUM DENSITY (AASHTO T-180) AS VERIFIED BY A SOILS ENGINEERING COMPANY RETAINED BY THE OWNER, SUITABILITY OF FILL MATERIAL SHALL BE APPROVED BY A SOILS ENGINEER. RA/SED SIDEWALK 20, THE CONTRACTOR SHALL NOTIFY ST, JOHNS RIVER WATER MANAGEMENT DISTRICT IF ANY DEWATERING SHALL BE REQUIRED. IF REQUIRED SJRWMD N. Ts. WILL DETERMINE IF A PERMIT IS NECESSARY, 21, PRIOR TO PLACEMENT OF BASE MATERIAL CONTRACTOR SHALL HAVE GEOTECHNICAL CONFIRM LOCATION OF ANY REQUIRED ROADWAY UNDERDRAIN. 22. FIRE HYDRANTS TO BE IN PLACE, APPROVED & OPERATIONAL PRIOR TO ANY BUILDING CONSTRUCTION 5' Conc. Wolk Handicap Parking ACCESS/B/L/TY.' A) IN ACCORDANCE WITH HE Flush w/ Asphalt Sign Space (FTP -25) FLORIDA ACCESSIBILITY CODE FOR GUIDING 12 23, PERMANENT BENCHMARKS, WITHIN THE PROJECT LIMITS, SHALL BE CERTIFIED " CONSTRUCTION, AT LEAST ONE ACCESSIBLE SECTION (1), DATED OCT. 1SS/BLE ROUTE COMPLYING WTH TO ORANGE COUNTY DATUM UPON COMPLETION. • a TH 4.3 SHALL CONNECT ACCESSIBLE BUILDING OR Accessible Route 1 1/2"R FACILITY ENTRANCES WITH ALL ACCESSIBLE 24, ALL STORM WATER PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC PER SPACES AND ELEMENTS WITHIN HE BUILDING OR F.D.O.T, INDEX 280. FACILITY, DOOR ACCESSING HE BUILDING MUST 1� EOP BE DEPICTED ON SITE PLAN RAMP DETAILS 25. PRIOR TO ANY UNDERGROUND EXCAVATION, THE CONTRACTOR SHALL CONTACT a4 Blue WITH SLOPE INFORMATION SHALL BE DEPICTED SSOCOF (SUNSHINE STATE ONE CALL OF FLORIDA) AT 1-800-432-4770 FOR 1 Striping 4"' White ON SITE PLAN. B) THE LOCA 7rON OF HANDICAPPED LOCATING ALL UNDERGROUND UTILITIES WITHIN RIGHT-OF-WAYS. C oPARKING STALLS , LOADING ZONES , SIDEWALKS AND Stripe .-. a RAMPS ON SITE SHALL MEET CHAPTER 316.1955 Q Centerline „ OF HE FLORIDA STATUES AND SECTION 4.1.3 OF „ a g<e 36 Tract E„ 36 Tract E„ 4” PARKING BY THE FLORIDA ACCESSIBILITY CODE. CURB RAMPS 0 24” 22' 12' 22' 24 6' b " SHALL NOT EXCEED 12.• 1 SLOPES PARKING SPACE DISABLED AND AISLE SHALL NOT EXCEED 50.• 1 CROSS -SLOPE. Landsco a Median N 50:1 1/2 7LO 11-26-96 12-11-96 'S6 ° ° 1' Type "E" Curb/Cutte p — PERMIT ( ) ° . ���• . -�H I�ONLY 1/ 12 NOTE.(HANDICAP SIGN ONLY) d a 12" I I — a rte" 1. ALL LETTERS SHALL BE BLACK AND SHALL 3' Const. 4' wide N $100 FINE CONFORM TO FDOT "ROADWAY AND 7RAFF/C Conc. Sidewalk Stabilize Top 6" F.S. 318.14 DESIGN STANDARDS': Min. 1.5" Thick Tjpe S- i to 50 psi FBI, Min. - - — - — Type "F" Curb Aspha/tro Conc. 4' 2. TOP PORTION OF SIGN SHALL HAVE REFLECTOR/ZED :• '. N N� (ENGINEERING GRADE) BLUE BACKGROUND W/ H ' `' " ' ' •`•:. `"' d 6" Soil Cement Base Course Compacted 12" Subgrode Compacted to 959' Max. PARKING STALLS SHALL BE MARKED WITH WH17E WHITE REFLECTORIZED LEGEND AND BORDER. to 989 Max. Density (AASHTO T-134), Density (AASHTO T-160) & BLUE PAINT PER FLORIDA ACCESSIBILITY CODE t Aspha/tic Prime Coat Applied at 0.15ga1./sf SECT/ON 4.6.1. J. BOTTOM PORTION OF SIGN SHALL HAVE At REFLECTOR/ZED (ENGINEER/NG GRADE) WHITE t BACKGROUND W H BLACK BORDER. 4. ONE SIGN REOU/RED FOR EACH PARK/NG SPACE. ROAD SECTION HA ND/GAP SYMBOL & S/GN 5 HEIGHT OF SIGN SHALL BE WITH FDOT7'ABOVE GROUND "ROADWAY AND 1RAFF/C HANDICAP RA MP DE TA IL CROSS WALK DETAIL ENTRANCE DESIGN STANDARDS N. T. S. ': N T S N. T. S N. TS, DATE REVISION NAME CHECKED June Engineering Consultants, Inc, JOB NO. 2/21 05 Cit SJRWMD Comments JAS RAJ TAP icGI Sections I 0%-0355 / / y / 71 E. Church Street Orlando, Florida 32801 7/18/05 City Comments JAS RAJ C Certificate of Authorization #00008507 SHEET 9/18/05 City Comments JAS RAJ 10/5/05 DRC Comments JAS RAJ Ph. 407-839-6000 Fax 407-839-6020 PrGrie LGke Reserve DRAWN BY: DATE ICHECKED BY: DATE ISCALE I_ _/^� The' Reserve — Unit 1 R-3 5' Conc. Sidewalk to be Provided by City of Ocoee, The Developer Shall Reimburse the Clty of Ocoee for the Estimated Cost. to Construct the 5' Sidewalk Along Clarke Road R/W Prior to the Pre -Construction Meeting. Unplatted Exist. Access Drives to R-1 City Retention Pond Owner - Silvestri Investments of Florida (to remain) Match Exist. Sidewalk i i `x �`x p`'x\b4°♦ �o♦x o �x oox px p x 'O ♦c�rP$ ba-4+a'd`_♦off 41 I = I ' °♦ c{° b `r° c° °y ao d' ♦�° I - �- 11 w i =' � + �`x oti°` ,�`♦ _ .,n4`sP�m y o c5 i c°- ! � .q .q a . ♦ o cP� ' . ` °° b cfit'`:a rl' ° �' 4 _ , ♦+ c1 a'41 ye`°�♦ mot §♦ 7+i'� ♦ P` ``p♦ �'� o1G♦ �� d? i< � � #� �� p ?+6`tfS 2�6 ♦ �.��b '`° CiL�1Rl{E ROAD gO R/yi> a► --- - -- �- 1117 `-0♦v °�q4♦♦ t4 O♦ q°� ,tR 'w MA a c ¢ b o- __ = �. - - - - - - �� �,\t• b l ; �l r x ¢° •�, _ - - ` ' oh � � . , � I x �x ,�,x qb"d' x .c 6 •uo � _ _ _ _ +i t . . 1 to N Ci cp °" 4` ♦ --_ _ °� ` \ b ` `' b (z)dde o` 1/ 5 i / s' \ / \ / S i\x 3 / AF '° - �L'I2l _ �r - - 4 V - 1 \\ \ \\ 4��' d�q b / /, 0 '4•� I t y, , / Il ti ♦ i' i a� otz k♦ t t \ t Existingm i / x ,\ t Fire Station ` ' ;� ' X2 ,4`' S �\9 1�V0�r5.i 2 \ `q 8�ry I I. I , \ / jract x8- w �♦ r, °y ♦ ♦ x} ♦ - - / , _ , ►"l t + 1 1 } } \ \\ `� \ \ 1 4 , } } l \ 1f I / ! + 1 r / x y y t , ,' 9.4q tiffs g� 1 4 x �s a► _ _ , l , i 1 c� �0 r I } } , , \ \ \ 1 , , \ \ q Site ''', �x I ' 1 i \ / ♦g \ t -,vj , ° Owner - Cit of Ocoee ` . ♦ , t x & 1 x'2,8"SIU 1236 GO' . c•et" nota Iv , e i 4 i " � \ \ /' _...----•"". .�... _ �- x4 • m4 ` .� � ! ' / ! 'I ` I ` 1 \ t 1 , I � 1 \ Tract B Const. 6 1/inyl Fence I , \ .� x c '� / 1 1 1 i 1 1 � m C/1 ♦ I, x � I � h /} LS--_-__-'- �' •� ` \, ♦ iIa c `� tic♦ / '�/ o , / I/ ,I ! / /' ♦o`♦� }i 11 j ii 1 t \ 1 \ `l 1 rSA♦ t5 I 1 1 4 i ,� . �s °�tP` I l Along Eastern Boundary x R=24 39. , r , b r t \ \ \ t ♦1 y� 1 / ` ♦ 1 ! I ` 1 1 1 q I `\ ` \ `♦` \ \ \ ` 1 \\ \ \ 1 t! " , of Fire Station Site I • - y` / / / t=%/2.Il j / / Ol r w �,, / \ \ \ \ \ I 20 UtilityEasement ! / , f + r I t \ \ t b , Aiiii , °a , l / ! . A ►i,' , / ! r r , , 1 r \ ` , I \ \ t \ \ t t i I �` /',__-85 Min 11 / / ! 0=/1 42d 26 I / / i l r ' 1 \ \ \ ` \ \ 1 1 I• ♦ A \ ♦ 1 rr 1 / / / / ♦x ! 1 I 1 \ \ \ ♦ °o .fix r , x qxr - \ \ %K _ x (}, xL' ♦ \ /' f / / / /{ � / ( 1 1 I I + \ \ ` ` \ \ tx ( I 1 I � I � ♦ m �° •r6° � \ t x -S6-,� -- j .y� .r x, } \ y\n ,,. J t I � , „ .1 , I � qii• - p\. ! _ .-' �•`9L' - 04\' erg @96- k 4 q q� r ! j d I - x-_ , + + , ♦x/ ! 1 �x / / r ♦IK I I , I r1 ' I ' I C♦♦ / {x j l\ 1 1 9 LTt69 //r , `I Li ri `A \ _/fie _ _--------_ / ' 4� q 20 20 35 1� ! v 1 r x x 1 1 I r 'v�' 1 - \> - as- _� _ - 1_ _ ' \ - +c - 1I % q• - _ �,� 1 gg Y- = d tea ;; c _ _\_._ �` ° �. _IT. = Min I Min I Min Min _ "a`5'" I 7 ♦ '�'' 4 N ♦ } l , 1 ~ I . po J + X y6♦ @ I 1 \ 1 `\ I ! I ! I ,' j , 1, �` \ \ ° , ?I\ \ i Lt b °� Qh?lr2F i39 / x I i o \\ \ I t ! t% ♦x \ \ 1X ` ♦x 1 y it " •4�'`! l , -p.-- ' b t 1 ' 0 zy -P \Cohst,1 Cr9s.I Gate , t + , ' /i I I r / v 85 Min \ 1 I I } I I ,�, o 0 \ \ \ \ \ \ \ \ \ \ xllrr t l I ' NM ♦x I ( x i \ \ \ 1 \ \ \ \ \ �,♦ \ \ \ 1 Ai \ r. + \ { x 1 1 l r i I 00 Ln r 1 I \� t \ \ \ \ \ \ \ 4 \ \ \ \ \ \ \ 1 ' x r \ " 'r 1/ `x y♦ 1 tia` \ \ �x \ ` \ bc` } \ \ \ \ \ \ `\ b e \ y' 85 86 87 8� 89 99 91 2 93\ 94 95 96 9? 98 99 1 I w �!r l r j ! , , nj -P 20' 20' 35' 10' t: O ,♦ \\ \\ \ I \ \ \ , \ \ r I ! y�, , , Drive Garo e House t a \ \ \ 1 \ \ \a \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ t , 1 1 I ! CO 9 �• ^ \ } \ \ \ t , \ \ \ \ \ \ \ \ r \ \ \ \ \ \ \ \ i +\ e \ \ \ \ "�' x \ \ \ \ I m I, I I G,i Min Min I Min Min b b \\ f� i 1 L^onst. 5 t Cor/c, \Sidewalk o e \\ \ I I I o Q. x << , \ \ ,, , \ 5 1 0 o W �- n a Bi N o I ') 1 x r c� I I I N ,x iri \ 1y V\ `,�+ mN r N N N I `"N �+ r `' \ i (mnsCcict�d/ i�1 fr�gstf�rcr j ♦ 0 82 i I I I I I i 1 v c k k X or i \ t _ r r ` iii' 1 I (1 „ ` 1 ` \+ , 1 \ \ 1 \ 1 \ \ \ ti \ \ t \ / , i 1 i I 1 I I i I I rn O C a I \ \ , \ \ • \ t \ \ \ \ \ along Wort $?de of Ron E \ �t \ , m l I y \ , 1 \, t ` + `, \ \ '' `, I ` `\ \ \ , Strosn/der Ave frQm IEx1st. Road \ \ \ \ \ x \ \ \ y c x\ \ \ 8� + 11111 ' 01 U? O tJ p i pt i `\ t I q1+` ♦ \ i (LXIStII%} Ti`\act \i. \ \ \ to 'prop` seM E trv/'�ce` o`• \ \ 1 1 ` \ , , °x j I x 4 ; I IJ'+ I NM N i I" 1 �1 \ �\ \ x \ 1 l l \ \ Q t f \ti \ 1 1 \ ) \ 79 1 l 4 I l I \ I + , 0 I \ "ti`, • ` } \ 1 \ \ vX\ " , "\ \ 1 1 1 l I .\ r \ p \ II + 1 \\ c 1 1 , ON, , I I I Prairit� ' oke \ P ,� ) �_ fat r I rr rll w .4 Garage o I°•&' ON, , , \ \ �`X \ \ Tr' c`� \ K-1 `10 ` WG(1 ' ` ` r \ \ I \ + I x I , ir, g Garage o, �� ; °�I� 4" ! I 1 t ! \ \ } \ wo \ \ \ \ 1 \ , I ; ' i -P I X r ; ,\ fH I I I I \ ` I \ + \ \ Lai dsca e\ E ement \ t \ a `� \ i \ 1�0 149 148 1tF7 146 1�{5 144 143 1'142 14# 1ao 1 s ,foe , , I Drive House Drive House r r f t 1 Fu tull\e C m rrr ercidl p \\ \ l + �. \ ` '\ \\ \\ \\ \\ -C \ \ ' a \1 78 } }\ i 1 1 r 111 I t I N g,. r, i \ I , \ I \ t t P ►'� , \ Q \ t 1 I r t it , 5" M Optional N f ,x x H l\}}\ \,1 \ I , \ , i l 1 1 \ \ , \ \ \ I x1 \ „ u X rro t Parr o f P Const. 6 O�col�ative Mato}\ FeAce \ } \ Tract 0 o Patio c x \ r \ ,. \. } d \ , \ \ i • 77 ! \ t clef 1 I Ir 144 r ' It , 1\ \ , , 1 \ \ ! \ \ \ w1,th Br/ck Colurllns \an , \ \ \ a \ , \ \ 1 } ! ` ` \ ` \ , \ \ r , `' \ \ ti \ r ix / I 4, Ih r'1 Drive House � I ` \ 1 \ � 1 I I t \ Ld dscd /n ',to a 6on�trur,r�\ / 76 ~x \ ` \ w � ' House Drive \ °�.. xt, 1 `t IL ak' Reservs g , � `'�, r r I , , o g b b Garage \ , wt Townhome Deve/ emend\ ` ' ' qo5 I i I , r P o' Garage \ l \ \ � \ 1\ , \ r� � I I,,rq, 1 x 25 Upland Buffer N"� N 9 t m \ x 4P \ 75\ �{i r t l 106 1 ! , � \ x \ \ \ I i Owner, — #vest In ve.4tmen t9,�of FlOrida,x \ (Sed Lan'Ogdlape P/pns \for \ ,' + I \ e \ \ ," \ \ \ \ \ \ \ \ n l \ �4 \ 52 \ \ is r r ! ,I 111+1 1 I r + I \ \ \ ) r \ \ r 20 Utility Easement YJL � \ t I \ \ \Details \ , \ \ \ \ \ \ , , 1 ! I I Y , i , / I 1 I• \ \ \ \ \ �� ♦x l ', r I Orc+�inage Basin ' oundar}I' \\ �\ \ \ \t i , }\ r , I ii I \ \ \ ♦x \ \50 1?igh� o \ Way e `' ' 13s 1 1107 ! i/ Irl NH 83.0 1 44�'` %` 1 h \ �\ \\ \\ `\ \\ `♦x y\ `. \` \\ , , , \ `\ \ \ � �bx 1 ' "C; x . ` { I , iyQ�cbrt `, `_rt 'jtt ,I r_ ii�.v-} r_ r_ Lt r_ ! !\. r• r. \ �\ i r. 1Ir• 1 '—t + rn"�1 Const..I Gare t(Equlop'q e\ d X \ \ \ \ ' 1 ` 6\ 91 \ \ ` • �____\.t��d\ .I I <` I\ zYI t0�pi 00Knox 4bx Key) 'IF, do Gate Ke ad \ '6 , , 1 k. t 132 t I 12 , , 1 0 �1c -P 11\\ \ 1 1 t \ d ' \ `+ 67 i \ k t\ ' i t f 1,6 � 1 \ I Const. 6 Decgrat! Sidewalk on` South\ Side of Ron t I . \ \ \ :y` / � 159 \ I 1 , , � { , 11# \\ 111 I\ `, I Metal fence with B. Ick \, \ I \ t ', p\ \ t `xt i `t r �'''. x1 Copnn� and t \ Stros�flider venue to be , l t �� , N �, Igo t i 1 ,, 301 , tta , I { , Landscaping tol tl Cor,�,�tructed \with D�v�opmhnt of 1 '� \ ' ' ' i 1 ' i , 1 I +' , X15 II x e0 nd 1 t, �` \ 1 , �• , 1 t ts1 t I I i Trdot 4, Prairie Lake PUD \ \ \ I \ \ X 1 i , I I I +d � ♦k ` �� tt ; I ; 1 to east�rn bourtdo ' t, , tA2 1 l t { 11� ' I x 1\ I 1„ , t I \ 1 \ i \ • 1 t 1 { I I I 1 ►' I I ♦x Iti `1 \ t I (to be Construete tl Tract, K-2 10 Wall I' ` o`, \ t I 1 1 1 I i I X I t { / a.lTlq i t �` \ 1 I 28 , I wth To�nhome , � 1 + C,t (�_ yl • \ � \ �, I i { 1 >� ( " Land4cape Easement , �� �\ �� \ \ t + I t , , 127, Deve/opement)(See. iI 1 1 t �► 61 ( r , Troct Fr i" ' I i ° i \} r\ Ifort I , r: •' I t 1 1 qp t l i 12 / l Landscape Pions, I Ito r / , 1 1f ! (, z�+ \` , ,I Details i X47 , I + II 65 i \ I I 1 i 1 1 k4 ' i •� } ', ' i } I I ' r 121 F`oq ♦ •�! \i\ \i\; /1 1 ! Qarcel Line 1 f /'�Vi 1\2'6 3 '4.r ( �` II -77 d , I . �6 164 V65 166 16 168 r : 4 \ _ ae t ` t i i ` i t t t r r t r i / 'r'► / �,X-- -r X \\ t 1 4 I 7� \ � t 1 �.r.��'�' \ ,• t 1 I , 1 1 4p1. 1 I I 1 f ,� f r 1 q iy =.-•\,`�i I I i n/• 1 q4 l •'t y,,� / C i r,Y ,ri `� /,•'0 1('-�q � - / � °� � - � /'// / /��ic -H- 1 l \ 1 / x, r ( t' , y46 , ox \ t�i l^ I / I I I �t r l �• �'I .• 1 1 T'i "G" I I I i•.. {. l ...I I I f I 1 I ', i I � , // r.. / , 1 V f xi I I I /r I i 1 I , r l I / / I I r t 1 ! 111 l i r /1 � f' ��\1 `1x X` j ' / / ,• 1 3 + `... I _x���'M` ,'�`� t , 1 ft iq`` / 1 ` 6��� ! / 1 rJ >r�°�'a°n ft v°i S 3�ts Ott ,' ! I �, 1� / � 1t 1' � r� ' /•�// rr / �ti♦ y�,� i 1 l ° 1 �'.I 1 \ 1 , , t / , v i v / 1 , t 1 4 k ♦ 1 \ ` ( iq , c► ! 11 l 11 / ! i !f ! // r q� I x 4f'�'t i ir` � I i ,� 4 \ i � ,\ S t , 1 1 / A o/ rrr 36 ., l 1 }.11� 1 , � 1 � 1 1 1�• t\ I i 1 I I , , I l t l , ! / /I 1 ! / // / / , / ( , r �- �' I / 37 780 LF of 5' Conc, Sidewalk to be provided by� t ` I I r t 1 ' mq � I I i ,X� , l I r / , / P/ a �' ...� Cit of Ocoee. The developer shall reimburse ♦ ` 59 ` t l ♦X 3� ` 9 "` / ' i r i i r ` ' � j x l 1 1 l ,_ \ 33 i re%rice+ 1 1 /r I City P x $q� 1 b 1 1 :" i► \\ 4 \ \� 3 \ 11 t /Anon 1 1 1 1 / I' + 1 1 t f )' /' / / the Cit of Ocoee for the estimated cost to °. ` °° \ tl• I 5$ ' ` \ + t Se 1 , I 1 ' 1 /' 1 i ' o� City 4 5\ \} \ 32 \ 1 t 2 f -1t9} I r r r r Rert'towel Elxi t.l , �ti♦ � ` , � 1 11 �l , I I r ' / ( �' rig ! construct the 5 sidewalk adjacent to the 0$ `� \ n �'� `i , 57 \ � I , , to pe , , , , I I (i / , , r t ! / , 60 } \t .R 1 31 I tonot cted r t 1 ep tic i ankl e�t r r - railroad R/W prior to the pre -construction 1 n `, e k \ 6 ` r \\ 4Y I I �/1 asy� 1 i i + 1 / ; 1 ; ; ssoridtel 'Mbt�rial c� � 'i � I meet/ng, \ 1\ !r + 7 t .• it 1 ' r r ' �I 4' } l i; l i i + 11 , I ; r I I I !, I I I I i I I I 1\ \ t 44 3 1 1 4U }c I I 1 I i i r 1 I Unplatted R -CE Const. Wheel Stops (where Sidewalk adjacent to sidewalk) Type "F" Curb Striping- Mlaml Curb - , N N (4 Unit Small) T YP/CAL TO WNHOUSE PLAN N. T. S 20' 55' 10' I I House 1 I 1 Garage 1 � Ori ve I I I House Garage Drive I I I I House i City Comments Garage I I Drive I � + Drive I I , , I I 1 I I i 1 i 1 `- Optional Patio �- Optional Pa do (6 Unit Small) TYPICAL TOWNHOUSE PLAN N. TS, �- Optional Patio (4 Unit Large) (6 Unit Large) TYPICAL TOWNHOUSE PLAN T YPICAL TO WNHOUSE PLAN N. T. S. N T S 1 I r I ' "` I f l l 11 ♦ r I I 1 I I I I', I I ' 30 \1 ( d f I r l l t i q 1 I I 1 1 I 1 1 1 1 i r ` I I 1 r tact F, 01♦ y�� } i11\I\\ , \ 1X /' -, I n r , irTrgct+ "J4 (. 1 i • / / ! i I 1 1 , r I , a P ♦ � , ♦ - ° / i r I r�o` ! rC nsertGati'on Area,-' Unplatted ♦ •�y` \" \ 1\ \\t d_ I 1 29 1 \ + t r l U I / i 1 1 1 r I I I t 11111 r \ , , ► / r/54 t 43 1 \ / / r r , i I / ( 1 r 11 f 1 1 / ,' / / ,'�, , / r , I r , I ge EaySefl7ent,.r PUD &' rq/ni1 m \\ II III \ I► r ! Z ' I 1' r/ �' X (Conservation) 53 �\ I t 4 ,! / , I f r ! i r n! I r r r, r r r/!, / I, t r I l t l , y Owner - Cit of Ocoee t t 27 ! 4 1 1 11 1 J! y / " 1 11 I t I t l t I/ r//, // r I t r y 4. !" 51 / I I \\ 146 x/ / \i �, 1 1 1 I r It r x 1 1( 1 1 1 1 1 1 V, 1 1 d r I Axl \ 1 r / / , 1 1 r r r, 1 /I hbt I f t r I r t r!/! 5 . , x X � 25 4$ I 1 r r' t 1 f l i r t/ I t r i! 1 1 I I // x � \ \\ \ 11 1 1.12 1 I I �' , i l l r / / / / ,�• Tract W-2" vgti ` ;\ \ �\ i } I t I + I i � 1 t ♦x l ( I i 11 I ( t l l l( l i! I I J i I I / ,/ // /� j/ r 15 Wall 1 �• i i 1 I 1 t l I 1 1 Landscape ,1. X+t a i + l'Il ' PRAIRIE LAKE C1. 11 IF 01 NHWE = 83.0 t •f I P I i l i t l t\ I} 1 t 1 i I i i i Cr 100 Yr. Flood El. 86.0 e•r 231 1 (/ i! 1 1 1 I I I I 11 i I I I t' 1 ! 2 15 I ,,� J Z 1 ! t 1 ♦X + t 1� l , l l r, l, l r l ,' r r r // +\\\ q1 xllr u 1 / ,01, r ' 4 ! 1 / I I , ,j,♦ / 1 % "\ \ 16 e \ x X �i` ♦ t i1 I r r r � v \ I 1 � 4ti` � \ \ I q�0``O �\\ H 150r t 4 t „ t } I r / r I i j}l 11 � ,\• Tract » I , , , 1 f t I 1 / 1 / 1 Open;Spoce -- --- x fi i / r r / r \ \ J ! t \ \ \ \ \ \ \ \ \ \ \ \ • d'`x \Y`x � ,fir , ( 1 -- - �.---1/ ------ JT -----•rte tom---T-.+.-�-T--�-�.--.i-�..7 r ' �.,.-i?- - \ � ` \ \ \ \ \ \ \' \ \ \ \ � ` \ \ "\ �qy♦ ♦ ` yb ,iL` \ •T - �.--j-------L.-------••{-- -- .�,-- .}--J.--L.1. r i Lr .L -L �,`, . ' .��' �°x \\ \\ \\ \\ \ \ \ \ \ \ \ \ \ \ b 9 ti q6.4` yea,♦ �• �A r ♦% .q x " X l / x .♦Y A` I • f J 1 \ X 41 X. --..aq ♦4 vq q� \ rF;/, Z \'w x 4♦ �X\ Wetland Limits 100 Flood Elevation 86.00Exist24 RCP) I I 25' Setback 15' Drainage Easement 25' Upland, Buffer -' > x°��� oa1">X 50' Right -of -Way 25' Open Space Buffer q of Roadway TYPICAL PARKING PLAN 4` x� Unplatted A-1 (Low Density Residential) Owner - International Church of the Four Square Gospel 20' 55' 10' + I 1 I I , I House Garage Drive I I City / SJRWMD Comments JAS RAJ i I i I I City Comments 1 1 I I I I I Drive I � Garage House , , I 1 1 jGarage RAJ i 1 Drive I I i JAS I 1 I �- Optional Patio (4 Unit Large) (6 Unit Large) TYPICAL TOWNHOUSE PLAN T YPICAL TO WNHOUSE PLAN N. T. S. N T S 1 I r I ' "` I f l l 11 ♦ r I I 1 I I I I', I I ' 30 \1 ( d f I r l l t i q 1 I I 1 1 I 1 1 1 1 i r ` I I 1 r tact F, 01♦ y�� } i11\I\\ , \ 1X /' -, I n r , irTrgct+ "J4 (. 1 i • / / ! i I 1 1 , r I , a P ♦ � , ♦ - ° / i r I r�o` ! rC nsertGati'on Area,-' Unplatted ♦ •�y` \" \ 1\ \\t d_ I 1 29 1 \ + t r l U I / i 1 1 1 r I I I t 11111 r \ , , ► / r/54 t 43 1 \ / / r r , i I / ( 1 r 11 f 1 1 / ,' / / ,'�, , / r , I r , I ge EaySefl7ent,.r PUD &' rq/ni1 m \\ II III \ I► r ! Z ' I 1' r/ �' X (Conservation) 53 �\ I t 4 ,! / , I f r ! i r n! I r r r, r r r/!, / I, t r I l t l , y Owner - Cit of Ocoee t t 27 ! 4 1 1 11 1 J! y / " 1 11 I t I t l t I/ r//, // r I t r y 4. !" 51 / I I \\ 146 x/ / \i �, 1 1 1 I r It r x 1 1( 1 1 1 1 1 1 V, 1 1 d r I Axl \ 1 r / / , 1 1 r r r, 1 /I hbt I f t r I r t r!/! 5 . , x X � 25 4$ I 1 r r' t 1 f l i r t/ I t r i! 1 1 I I // x � \ \\ \ 11 1 1.12 1 I I �' , i l l r / / / / ,�• Tract W-2" vgti ` ;\ \ �\ i } I t I + I i � 1 t ♦x l ( I i 11 I ( t l l l( l i! I I J i I I / ,/ // /� j/ r 15 Wall 1 �• i i 1 I 1 t l I 1 1 Landscape ,1. X+t a i + l'Il ' PRAIRIE LAKE C1. 11 IF 01 NHWE = 83.0 t •f I P I i l i t l t\ I} 1 t 1 i I i i i Cr 100 Yr. Flood El. 86.0 e•r 231 1 (/ i! 1 1 1 I I I I 11 i I I I t' 1 ! 2 15 I ,,� J Z 1 ! t 1 ♦X + t 1� l , l l r, l, l r l ,' r r r // +\\\ q1 xllr u 1 / ,01, r ' 4 ! 1 / I I , ,j,♦ / 1 % "\ \ 16 e \ x X �i` ♦ t i1 I r r r � v \ I 1 � 4ti` � \ \ I q�0``O �\\ H 150r t 4 t „ t } I r / r I i j}l 11 � ,\• Tract » I , , , 1 f t I 1 / 1 / 1 Open;Spoce -- --- x fi i / r r / r \ \ J ! t \ \ \ \ \ \ \ \ \ \ \ \ • d'`x \Y`x � ,fir , ( 1 -- - �.---1/ ------ JT -----•rte tom---T-.+.-�-T--�-�.--.i-�..7 r ' �.,.-i?- - \ � ` \ \ \ \ \ \ \' \ \ \ \ � ` \ \ "\ �qy♦ ♦ ` yb ,iL` \ •T - �.--j-------L.-------••{-- -- .�,-- .}--J.--L.1. r i Lr .L -L �,`, . ' .��' �°x \\ \\ \\ \\ \ \ \ \ \ \ \ \ \ \ b 9 ti q6.4` yea,♦ �• �A r ♦% .q x " X l / x .♦Y A` I • f J 1 \ X 41 X. --..aq ♦4 vq q� \ rF;/, Z \'w x 4♦ �X\ Wetland Limits 100 Flood Elevation 86.00Exist24 RCP) I I 25' Setback 15' Drainage Easement 25' Upland, Buffer -' > x°��� oa1">X 50' Right -of -Way 25' Open Space Buffer q of Roadway TYPICAL PARKING PLAN 4` x� Unplatted A-1 (Low Density Residential) Owner - International Church of the Four Square Gospel DATE REVISION NAME CHECKED O verG11 Plan Prairie LGke Reserve 2/21/05 City / SJRWMD Comments JAS RAJ 7/18/05 City Comments JAS RAJ 9/16/05 City Comments JAS RAJ 10/5/05 DRC Comments JAS RAJ Double Water Ser, Water Main 20 47 43 46 LEGEND Existing Contours Fire H dran t Lot Number 12 Direction of Flow Soils Boring Existing Grade x 19.3 Proposed Grade Proposed Pavement Storm Structure ■ Sewer Lateral Double Sewer Lat. Water Service Double Water Ser, Water Main —8 )7- WM Sanitary Sewer S MA ^ SOILS/`�' N. T S Stormpipe Fire H dran t y Storm Inlet j1 Concrete Plan & Profile Sheet # 20 /mmoka/ee Fine Sand 38 St. Lucie Fine Sand Soil Type Gate halve D4 43 Seffner Fine Sand 46 Tavares Fine Sand 47 Tavares-Mil/hopper Soils Boring �- AB -1 Water Blowoff O Conservation Line 100 Year Flood I June Engineering Consultants, Inc. 0JOB NO. 5 C232 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 Certificate of Authorization #00008507 SHEET Ph. 407-905-8180 Fax 407-905-6232 DRAWN BY: DATE CHECKED BY: DATE SCALE CLK 11/3/04 RA✓ 11/3/04 1 1" = 700' OF 16 l I 0 V i M M1 \ Sl I ( \ �(Z)dda \ I I \ i I 1 1 I I \ I i � i � 1 I / \ i 1 1 \ 9 I' ---------------/ i I ( • I I '• I v ' � `a • \' 4 ^• I i/ f -------------- ILI °0 °y� S 0 AIPWL 91 'I /j\ 1 , \\ \ .r' \}\`!',1 1 , i• ' \`1" Ali V\ '1Y i 'i\ ��� !// // 31, a _ \I ; `_!t � 1 ..,•— • " � 4' '';} \\ X51 r \ \7�r \\\----------------------------------------------------- - `---------------------------------------------------------- - � ----�\ 9 DATE REVISION NAME CHECKED 2/21/05 City / SJRWMD Comments JAS RAJ 7/18/05 City Comments JAS RAJ 9/16/05 City Comments JAS RAJ 1.1 lc 2.6 fc 0.3 fc 8.7:1 3.7:1 Eastern Drive + 1.0 fc LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts OA 67 GV100HPOOXX3NX UTLITY GRANVILLE 100W CLEAR HPS 47213.IES 9500 0.88 100 STATISTICS LEGEND r y§kt�5 r7kr Existing Contours Description Symbol Avg Max Min Max/Min Avg/Min Central Drive + 1.1 lc 2.6 fc 0.3 fc 8.7:1 3.7:1 Eastern Drive + 1.0 fc 1.8 fc 0.3 fe 6.0:1 3.5:1 Entrance + 1.2 fc 1.9 fe 0.5 fc 3.8:1 2.3:1 Northam Drive + 1.11113 1.9 fc 0.4 fc 4.8:1 2.7:1 Southern Loop + 1.1 is 1.9 fc 0.3 fc 6.3:1 3.6:1 Western Drive and Entrance + 1.0 fc 2.2 To 0.3 fc 7.3:1 3.3:1 NOTES 1. The fixture used in this design is the Progress Energy Biscayne. It is mounted on a 12` decorative concrete pole, has a glass optical globe and is 100 watt high pressure sodium. Sanibel Light w/ Flat Lens& Site Lighting Plan Prairie Lake Reserve Designer Steve Prior Date Jul 29 2005 Scale Drawing No. F LEGEND r y§kt�5 r7kr Existing Contours Lot Number 12 R� Direction of Flow Existing Grade '79.3 n �fi,M,s Proposed Grade Qom, Proposed Pavement 7-7 T 11, Decorative Conc. Pole Storm Structure ■ ? " Sewer Lateral 7 YS Double Sewer Lat. Water Service I— s Double Water Ser. —C Water Main 8" WM Sanitary Sewer S Stormpipe f3'f' F " ` Fire Hydran t �y Storm Inlet Concrete a °: a.... ;. : Plan & Profile Sheet # Y 7,<F 3yt Soil Type Gate Valve D4 S l B -4116 AB- 9 TYPICAL LIGHT POLE.Water rnBolowoff 0 N. TS. Conservation Line--+--I-+-�'" 700 Year Flood June Engineering Consultants, Inc. JOB NO. I 01— 0355 .� 232 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 Certificate of Authorization #00008507 SHEET Ph. 407-905-8180 Fax 407-905-6232 DRAWN BY: DATE CHECKED BY: DATE SCALE 3(2 CLK 11/3/04 RAJ 11/3/04 1" = 100' OF 16 EROSION REVISION CONTROL NOTES 1 All areas disturbed and not touched in thirty days shall be seeded and mulched or sodded. REVISION NAME CHECKED 2/21/05 City / SJRWMD Comments Exist, Access Drives to RAJ 7/18/05 City Comments JAS RAJ 9/16/05 City Retention Pond 2. Contractor to provide control of airborne dust during RAJ (to remain) construction as required. 3. All inlets shall be protected by hay bales. vx�� 4°`X ° 4. All sediment &erosion control measures shown herein �♦ X t>>c ti °`�` _ ° °� _��-� — — —�—--�-Rsb s ♦ti x ��^� ��� _ ---- i;"---- _ are the minimum required. Additional controls to be ov`x oae , �♦ a,�v�$� .4°-��' �° �;.°♦�° - — r ____ utilized as needed. q 41, 6"N A `� ,} ��...�^� '� � ♦ ` -'n tic♦ ♦ - b C1�` �.p}, dj I �, Obq o�.ti °�"b 4 ,�6 a - - - - - bb ♦ 1 CLARKS ROAD (80 R/W) • �,�'°�,, ,pa,♦ .b`6♦♦ Q[•9/ ♦y„`••.-• +t,♦` R $♦ 01 �$�. eb.o1,C O ".' t� ,b o� ,b qtr ° O=2 Cis 0 •� {{ — — = = =� — `. •- 1 1 vx 4b U i �('� C{JO' � ♦ . ` � o`L♦°v` 4`` vv`v � o` �,d� � _ _ \ " � � � `. ora � b ti b x� r �O"' �-.._ = - ' �►.--�""�'-' / y � I ,'`; q - �1 �x 7/L %CiIt ro ---v� -- ' _ V A \\ ov r (Z)d�e 0 / / ° a \, \ / nd_--k\X\; 8 +Y ITract X3_2i�vx $v _ - b♦ i 1 I , 1 + '\\\\\\ \\ \., \ \ `Xr"- - I\ \ \ /X 14ov yv l �a ,- ! , t It 1 t \ \ \ t ` r t c .a " I xl 1 \ \ \I 1 , 1 11 , I e $x�..-.- t`•ca' ��' \ 1 v� i M I " �' �'I 1 \ ; \ oP \ 11 , l? I I ` � � 14 11 ' 1 ! » » j t / 1 e \° 1 � \\ \ _ _- - = g _ - -°, _- =. - - - _ -" - -G :� \ • \' !tid'' a , \ \ \ I t I I N\ \ X Tract �A ♦ e$ i t/ / / / ! /! 1 / r 1 1 11 t \ \, 1 \ t 1 \ t 1 t I° Vi oov (, +� x t 111 0' 1 1 1 1 vx 1 I 1 �� �t v 1 \ v - \te ` �� vc4�` '``v i '// ! // rt / JJ !l / ♦b��i \i \ 1 1 1 1, \ 1 \ t "� 1 1 \ Ii I I-1 °�$ ; `mi y °� ! / t\ h ------ t 01 ♦{� / ( / i r ! 1 ♦j 1 1 l \X \ t t l , \ \ 1 d xX \ I r- -%\ -- ,�, t ! , r l ;,6 1 t t 1 \ ♦s \ \ \ t \ \ x �. \\ \ \ ,-, _ __ _ _ as _ ( 1 $ ` y l l J J it �' r/♦x 1 1 t 1 , , SA♦vX j \\ \\ \\ b \\ i\ ,\ \\ It \, \\ \\ \\ \; °b$v 4 0' 1 1 \\ �� \\ \ / 5a �.yox i/ J v- "_ -a= --= �_--- 'FF ' ` � v` J ! ! l r / I / / % j t l , I , 1 \ , \ i \ t \ \ '1�' v vb 1 f \ / • ` 9 "' � ' i 11 i .°° - -� _ _ =- ""_-- - -_- -_-_ _-_- _ _ _-\9 _.q_8_ = �_=__�.____- \I 1 1 I$x ♦ .Ad' \ r / , -.0- "' I - - x --- - -- LL gt='' 49x` ""� o.� 1 x-__� �8\\ �A� _ xl �\ 1 x J i\�+ I t t v I I \ \ x ♦ e 0° d° �� (x -S6--_- tc J r j l I t I c $ t X6 B �-96- "b Xl �� '� i• -- JJ 1 .� � tic : t r ` v° ° a �� q,5t 4/ZFt 1\ // l / / ! 1 1x r (, / ' I + + I r ` max` \ t I ♦ v .¢'� e-B6--x�,vr/ `I r v 1 zl t I - '�0 _ ° \,\� ♦ ♦ vxt / I vx / , v �- ! X I I /J`X ! I ( i i qq , i' '' 'mo�� ? °4° v Dov lye wJ' 4 $ r 1 1 1 I Vii' \ �a• k ' : ' r / 1 a / r 4 ' / / - - - � ~ Project Name: Prairie Lake Reserve PUD Hazardous Waste -All hazardous waste materials will be disposed of in the manner specified by ir` ITR �v $v v - --- ♦ $ 1 I 1 1 r X I I 1 9 ! r �` &, It t r J r _ �` \ t °. t , \ ti� \ , J , p` ' ♦b 1 i I i t' ' / ; 1 � r �x local or state regulation or by the manufacturer. t J 1 �` 1, 1 f I + I I 4 1 I t ,' cx X o`6. k \i \\\\ ' r i i Jr r x 1 t .x \ \ x t x' ♦.'< , + 1 1 1 I---I•---i----- 1 ` I r r J r a4 c o FDEP Project /D #FLR d' \ \ \ ,\ ' t ' r l r f 4` ' I�`' 1 \ bA� \ d�\ ` \\ \ d4 \ \ Sf pbldizeq Consttruc tion `t I 1 + i / + 1 I If,, i J J 1 Sanitary Waste - Al/ sanitary waste will be collected from the portable units as per the ` \ \ \ \ 1 t t t ' . ' ' I1, i'1 tI J J J 1 1 } t 1 \ � I / / \ \ \ �n tral�Ce i t t I , 1 I , b , I r 1 b° � , t , J J / r Site Location: Ron StrosnlderAve. & Clarke Road, Ocoee, l-7orida requirement of the City of Ocoee. \ \ \ x I ,f 1 \ I t , , x J 1 k �t ! r ti l S 9 T22 R28 \ 1\ r 1 t t x I i \ \ \ \ \ \ \ \ ♦ \ \ \ \ \ \ 1 tS' r 1 1 ti` vx ` \ 1 \ \ \ \ °�' \ t \ ,' \ \ \ 85 +86 87 8$ 89 90 9t 2 93\ 94 95 96 97 98 99 1 r I I I I r r x ; •• t 1 ♦ \ \ \ \ \ ° ' � r 4 \ ! " �" �'t i I r' / J Certitude 28°35'24" Longitude 81°30'98' Offsite Vehicle Tiaddng \\1 \ l ♦ 1 v e t \ vx \ \ mw\ \ \ \ I \ \ N \ \ I ( I , I, I, ,a`X 1 \ 1\ 4ay \ \ , 1 \ �♦ \ \ � \ 1 \ \ t t 1 I I �' , , a A stabilized constnrctlon entrance has been provided b help reduce vehicle tracking of \ 'I 1 \ \ \ I \ \ 4 \ \ \ 1 \ 1 \ \ \ \ \ \ \ 8 \\ \ \ \\ \ \ 1 II \ \ \ 1 t \ \ , \ \ \ \ t I \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ , X \ \ \ m ' I I 1'4 ol Site Area: The tote! site IS approximately 39 acres of which 30 will be disturbed by construction sediments. The paved street adjacent to the site entrance will be swept as necessary to remove 4 , , ;, \ \ \ \ \ \ M o `� �o �o s a I vx b 82 \ I I i 1 I i I ! i i' aativifies. any excess mud, dart or ruck tracked from the site. Dump frocks hauling matenal from the 9 6'yr x +• ; \ \ J,oo�+ it r r r r r 11 3'._ 1 I1 1 I r' �iX,x \ ��'i \\y I \i , i r i N r i ; � r r r r r r r r r r r r r � r 111 � _ - ( \ � , , , , , \ , � / r , constnrction site will be covered with a tarpaulin. \ \ \ 1 1 \ \ \ \ \ \ \ \ \ \ \ , \ / 1 _!— _ 1 -t I I I Iyl+l �1 I LLC. --'c--- - 1- - —f J / = I ,' ',_ I Owner Name: Crosswinds atPralrie Lakes, \ \ \ \ \ \ \ \ \ 1 \\ \ \ , \ \ \ \ l 1 \ I \ \ \ \ \ \ \ \ \ I III \ I t I \ \ \ , , , \ I \ \ \ x \ \ \ \ X, � \ \ 8a \ \ $ t'r t I ' � I 600 Corporate Drive, Suite 102 TIMING OF CONTROLS/MEASIlRES vx 1 t \ \ \ \ t \ \ \ \ t \ 1 1 , \ °vv i \ 1 1 \ 1 \ , \ I \ I \ bX r , ! bx w ,I Ft Lauderdale, FL. 33334 x \ \\ X \ \\ \ \ 1 \ 1 x \ \ , Iti \\ l\ \\ 1\ \ \ 1 79 \ I It til \ 4w + ! r / . ° , 1 I, ' 1 I t ( I X \ \ t t \ \ \ \ 1 \ 1 1 '101 1 r , r,1 i ,t AS indicated /n the Sequence of Mafor Activ/tes, the sill fence, stabilized construction entrance \ t\ \ \ 1 ' 1 ' t ° I \ "ti \ G'` \ `x \ a` \ \ \ \ \ \ \ / \ \ \ t t 1 + i X / 1 1 1' r f I+r I Contractor Name: will be constructed nor to clearin or radio of an otherportions of the site. Areas where to. , \�x i f I 1 `' \ \ ti t :0' \ \ `vx \ \ \ \ \ \ t \ \ \ � / \ , I , t 1 r , r , �l t 1 , P • 9 9 9 Y Po 1 \ t \ \ \ �o \ \ \ \ \ \ \ \ l \ 1 0 149 148 tit 7 146 1 5 f4$ 143 1 2 r4 140 1 9 102 1 I ! I I f 1 construction ac tem radl ceases for more than 30 da will be stabilized with a temporary \ \ \ \ \ 1 \ \ \ \ 1 \ \ \ \ \ \ / \ , , 1 : I (r 4 I Cl t I J , I 1411 1 1 I b►�ty Pa Y Ys 1 \\ \ \ + \ \ \ \ \ \ \ \I \\ \\ \\ \�, ' \ 1 \ 1, 1 I ' 1 r 103 I I �+ r h f , I x Project Description: Construct infrastructure associated with a single family residential subdivision. seed and mulch. Once construction activity ceases permanently in an area, that area W11 be Xt t 1 r I i/I 1I r 4' Clearing and Grubbing, installing a stabilized construction entrance; perimeter and other erosion stabilized with permanent seed and mulch and/or sod. After the entre site is stabilized the p. /L! ,X t \ \ 1 \ ' l l l 11111 f ' / g 9 � Pe P , , X 1 \ I \ 1 , f I I ' \ \ \ t \ \ \ \ \� \ 77 t t `t I , t 04 i , , I l and sediment controls; IadLr eXCavaton for the stormwater ands, storm sewer, utllitieS and accumulated sediment will be removed from the retention ponds and alar the sN fence. x 1 t t 1 \ \ \ \ \ \ , \ \ 1 \ II Ir141 / 9 9: P 9 t \ \ \ \ \ \ \ \ \ 1 \ \ \ \ k \ \ \ , , I x I f r l I r \ 1 \ t \ \ / , I 1 \ , I \ \ \ \ \ \ / ` \ \ t \ \ I / I f i 14 f I building foundations; construction of roads, curring, sidewalks, preparation for final planting and \ 1 ( \ \ \ \ 1 \ 1 1 \ \ \ \ \ vox \ 76 �c \ \ \ 1 J 4 05 ffll ,Irl 1 1 \ \ I \ ' I \ 1 1 \ \ \ \ \ \�o\P ` \ tip \ \ �► \ \ hrTl+ w I I x seeding. CERTIF/CAT/ON OF COMPLIANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS 1 11\ lo, 4'ir I vxl t Ivx l \ \ \ \ \ \ \ 1 \ \ \ \ \ \ 7 �¢1 \ , t , 106 I I. 11111 fl \,, ` `X \ \x \ x\ \ \ \`X \ ` \\ ` \ \ \ \ \ \� \ \ ' i u ' II11I i r l Construction Sequence., The storm water ollution prevention /an reflects the C' of Ocoee, Orange Count St. Johns ml P P P rlY /r9 Y. \ ��1bvv , 9. Install stabitzed canstructlon entrance. River Water Management District F/orhda DepartmentofEnvironmental Protection and the U.S. 1X \ t 1 \ \ \ \ \, 73 \ \ 5 \ 13 ! X 2. Clear and Grub for silt fence installation. Environmental Protector en requirements for storm water management aril erosion and Const. \Silt Fence \ \ � / \ J Agency�9 X 1 \ I 1 \ \ �,� y \ I I ,. , I I 3. install S!/t fence sediment control• X + , t J I t , \ \ x \ (UnWts Of CToan ro7 J 1 + v 1 1 I + 1 x �\ x .�` \` �"\�/ \ ` \p r ��` / �4 \\ b I 1 x+ / r i j Pa 9 \ \ ) \ \ { \ \ x 1 f � I ' q 1 1 4. Construct Retenhon rtds/Mass Sate Gradin , '1 \Grading) \ I ° \ \ �\ \ \ .x \ � \ \ \ \ \ 1 1 5 , 08 / r 1 5. Install infrastructure - Storm Sewer, Utilties, Roads, etc. MAfNTEtiUWCFJINSPECTION PROCEDURES \\ /' \ \ \ 1 I I 1 wl T 6. Complete final grading and install permanent seeding and plantings. \ ♦x t 1 * \ \ \x 1 t \ 1 \ I 1 t + I ` t 1 t , \ 7. Remove any accumulated sediment ham basin. These are the Inspection and maintenance practices that will be used to maintain erosion and 4vb l 1 \ J1 1 \ \ \ , t � , 1 1 34 I I I 1 0 t 1 1 1 o \ / ' \ + i 1 ice\ r 1 8. When oonstructron activity is complete and the site is stabilized, remove silt fence and sediment contrrr/s. z• �'i 1 l 1 X P v` \ \ a t I I 1 vQ I ♦� teseed/resod any areas disturbed by their removal • All control measures will be inspected at least once each week and following any storm event A` 1 4 691 \ V \ t 1 �1 1 I 1 111 1 t I X ,, �. �' \ , t I t , t \ \ 1 1 1 + ° \ \ f • • t \ , \ r5)` , I 1 1 , 1 I I , I , I 1 � of 0.5 inches Orgreater. A rain gauge will bean site to measure rainfall amounts 1 1 1 1 \ \ t� \ \ / I 1 \ \ \ \ 8 t 1 8 I \ I I t 1321 1 1 2 I + 1 '�' b$ Soil Type: Site Is prlmadly underlain with USDA -SCS Type -A- Solis • All measures witI be maintained in good working order; if repair is necessary, it will be Initiated \ \\ 7 \ k 1t j 1 t (Tavares and Mfllhoppar Fine Sands) within 24 hours of the report. \ 6 `Xt \ 1 i �, t 59 1 \ i 1 , 1 , t ly I I I t I 1 1 I Built up sediment WN be removed from sift fence when if has reached one-third the height of \ 1 \ ��� \ \ I y i 1 �0 1 4 i i , 30, I 1 f r4 t , I I r Runoff Coefiictent• The final runoff coefficient for the site will be C=0.55 the feriae. \ \ 1 \ x 1 \ \ ` \ \ 1 1 1 1 + 1 1 t I ' I 1 ' I -6x Silt fence will be inspected for depth of sediment tears, to see if the fabric is securely Ir• "1vX •\ � t \ '' , i 1161 t I 1 129 1 , I 015 1 ,y 1 + t II ` 'T P� P Y 4.64 � r� 1 Dewatering Methods: Not required since water table is very deep attached to the fence posts, and to see that the fence posts are firmly in the ground. 1 . 1\ t I 1 1 4 , \ ,\ 182 1 , I 11� t I I II k � \ ,ii \ , 1 , t 1 t \ ' \ , t i I , t I r0° 1 1 •The retention ponds/sediment basins will be inspected, and sediment will be removed at the i x t 1 Receiving Water end of the X ° \ 28 I ) I 1 1 n9 job. X d` \ \ \ t I 1 1 I ', t i \ y /'{ \ ���\ it \ 1 I 1 I 1 I 1 / I I "� r r r Body. Prairie Lake • Temporary and permanent seeding and planting will be inspected for bare spots, washouts, 12D a t /, o j bx t J7 1 r J /t y` rr a and hea/thygrowBr. \ X I I 1 I ! v , ! J I I J , I 1, a 1 t 1 t I �` 1 t , 1261 J I r' 1 rs r J J r + r r l CONTROLS (BMP \ \r\ I 1 t 4 °` 1 4 I t 1 41 I 1 ( ! 1 / 1 , U I a t , t If fi is expected that the following non-stormwafer discharges wit! occur from the site during I 1 I 1 1 1 I 1 119 ! / 11 1 r 1 r , , Erosion and Sediment Controls constructor: 112, JJ / r ! x120 Stabilization Practkes Water from flushing of the water lines. ♦Y v a1 t�` f 1 I V 11 C A 1�'r i 63 r I \/ \ 1 1 I 1 1j23 r r/ r r I J r I / "� r I ` � � \ 1 1 t � r r � J y , r r ' J 1 II I Temporary Sfab/lizatton - Top stockpiles and disturbed portions of the site where cons6uctlon • Water fmm the washing of the pavement (where no spills orleaks of toxic or hazardous ` o t ,1• \ 1 { X X I ) 1 \ I , �11' f aatiV%ty temporarily ceases for at least30 days will be stabi7rzed with temporary seed and mulch. materials have occurred). v` I 61 \ 1 t , )\63 164 965 166 16 168, I ,--\,,Uncontaminated roundwafer from dewateri excavationx " r r ' 1 r J \ t l; r�'Permanent Stabilization - Disturbed porfions of the site where consfrwaXon actvites permanently All non -storm water discharges will be directed to the sediment basin prior to discharge. r ' iceases shall be stabilized with rent seed and mulch and/orsvd no later than 30 daDerma days ,' / J / , i t t , sa , , efier the last constriction activ/ty.. /NVENTORYFOR POLLUTION PREVENTION PLAN v v 1 jyXS / `x\i' b f, gtiro f \`� / ' / ; ' I ' ' 1 i s , • 1 ' \ \ J x / J r r ,d° J / , f I , X / Structural Practices The materials or substances listed below are expected to be present onsite during construction: Silt Fencing -1/ be constructed around the perimeter of the site as indicated on the overall Concrete t I i -�• .,.. '1 ,'' ! i plans of the construction plans. Asphalt \` tw I 1 1 i f `/ \t i s ' 1 xi i I' 1 I l i i i l l r l l l r r 1 /. r. 1 , Wood I - 1 1 I , + , 1 /J t I 1 r I r , t �( ✓ r , Retention Pond( Masonry Block x 1 I V 2 y i / t I I I r J t 1 r l .q / 1 r �' ! /i , I / 1 1 ► + 1 �. t t t yv1` r J r vxl t foil 7 / J J r , ° 1 J l l t t' Sediment Basin - Will be constructed with the site grading. Once construction actvites are Rooting Shingles X� , x ♦ 1 + 1 k4 1 b \ I t ' 1 v°l S Y ml, ; { ♦ 1 1 / l r c t , , , \ 1 I / 9 9 / 1 i � / , read complete, tfre accumulated sediment will be removed from the basin. •Petroleum Based Prtoducts V o \ \x �r ♦ 1 I I° v, \ \i til i I i J Pro J JJ r ! l l l J ( ` ! oe OtherControlsCleaning Solvents �' %�- \ \ r " r r r r r J r �� J J J r Fertilizers 36 ti�ti` 1 i\ Waste Disposal Paints (Enamel and Latex) \ \ t \I i t t I + I I + 1 r 1 1 J r �i J J , Waste Materials -All waste materia/s will be collected and stored in a dumpster or as required Metal Studs `' �1 I \ \ I t r t 1 \ , 35 , , I , t 1 t , I I r / / / / r r 1 ' b the Cr of Ocoee. At trash and debris from the site will be stored in the dum ter. Detergents RESPONSIBLEF R/ TALLIN ANYADD Ni4L d+ \ 1 1 1 1 V 1 �• � 60 \ 1 1 3� \ \ \ , 1 \ t I, l i r� I 1 1 til ! i !/ Jl /l j JJ t/ � <�x Y t3' PS r9 1 /o � �". P, \ t \ 34 \ t x I , I ) r ! >v t r t 1 CONTRACTOR /SO INSTALLING /TIO EROSION CONTROL ♦ 1\ i 1 1 �� \ \ \ X , 1 w v I , I I i 1 ! J ! r r ,''/ r \ \ ti I 1\ 1 �_� t 1 1 \\ x 3� \ b` \k l- , 1 l r /Fr1T BECOMES NECESSARY TO MEET STATEAND LOCAL STANDARDS. \ b�� , X \ V � 59 , `\ 4 ` � , x \ \\ I ,►\ \ \ \5s \ 4Y I I� f � II It I I S I r i i 1 l, r l r l l l r, l l, � / / �.-' �,' \ \ 1\\ 4,3 ,\ r I, 1 I, J r 1\ �' S$ \ , ' ' ';;; ;�� ;;r�11tI1,1l, / 1-' LEGEND I 1, , " I l I I f t l l t I Tract F ' 8 _'' v 30 v j o 1 I I , t I 14 ' I` I I , 1 I I I I i I ' I Ii'i neer at(Ol1 Areai '' . "�� -__�/• t , ti It , , ,, , I i I Exis ting Contours It111�1 t \\ 6° I \ gcti`k I� L' 4"ti I 1 , v oP \ 1 h I ITrgC% A , I j 1 11 �$ ,! 11 J, , I i t I i 1 I I 1 1. ' J 4t3 29 1\ ! I ! f 1; If i i / t' by , , I I \ \ ! t/54 \+ , / I i r4/nig Ea,Sefnen t; 4,� \ t J J J' ! J , Lot Number 12 tJ f l ' , I I �, 27 , � / t t Direction Of FLOW ;15 1 \ o' 0 0 10 0 to n .o b ,o +o m rb ,o r w m� cb Q, �ri v II Ili Sidewalk 2Qv \ !' tiv ! N o m v r ? it T woo v m N w N 1 o v b °j ,cn , p /� Existing Grade X79.3 \ O r / t I 1 146 X v / ! t / t , , , , l °I t / / J J / / J J / / 1 1 ��\Q�� Ditch Ditch 1 51r I `xl t 1 r\ k /25 ! r / r r I R l l, l l 1 1 i/ %1 \ x1p 1 d I v't?' , \ 147" f ` / /1 , Apron —*-.--.._..,— Proposed Grade t4 x♦ ti°; 1 J / ti l t,, f l,/ t, l f l l l l l l l l l J !, / 1 1 1 / , -� / / , , , , , I r , l , l r l r , r l l t t l l / / J , 1 J JJJ /, J Proposed Pavement 48 \ , r / I , 1 t i t I/ I, I r I 1 1 1 1 1 I r l I r // ! 1/ r i t J„ X �% Curb out, M Curb & Gutter • •• - I 1 1 t r / / J J/ �y �Illlllilllililllllllilf� �lllllllillll11111111111119111 i i i r i i // ,, ,,,,,,, I,, J1/ Storm Structure ■ , r r r l t; ;; i i ,' 1 l J J! Se wer L a t eral / -, t I , , '. I l r r „ r l J r r l/ l r t t r l 1 1 I I 11 / / J J Partial Inlet Completed /n/et Ditch Bottom Inlet lr r r l r r r l r; ! PRAIRIE LAKE P / Double Sewer Lat. d��♦Xao aq�\ \tt �; i y.�i` ` r1,11711 11117 i t 1! JJ rJ i i , rr it i to i i i 11 til i 11 ri i i 1 ', II '1 t t t x NHyiE = 83.0 100 Yr, Flood EL 86.0 Water Service Protection Around Inlets or Similar Structures r1 23 J l 1 J J I I J 1 t r I$ I 1 I 11 1 I 1 1 1, I I 1 1 t 1 1 I Double Water Ser. r J l J I r l, t i l l 11•�' k \ \ , 15 / I I x / 2�`` t ' �r r r / `XI r t t ! r >x f I l I l t r ! l ! l l , / r / / c t\ \\` \\ Type A or B Fence Water Main 8 WM X r• 1>\ ' 1 d, J l s l , ! r r r I l l 1 1 �� \\\ Sanitary Sewer S �a �` \ %X\ 16 I LiZ, 18 19 20 0 / ! ! , t 1 ` + J J J J / / J J / 1 / ! J \ \ \ \ \ \ �, o� � � \ �� Boles to be Stacked at the ,' f ' • r r r rr J J i rr 1 0 i i i i i i i JJ i JJJ � 1\ \\ \\ \` \\ \\ \\ \\ Note: 9 Stormpipe \ Imo,, til , 1 J / r , r , I\\ \\ \ \\ \\ \ \\ \\ \\ X Direction of the Engineer. \ r -- --- 1 I I / f J ! l t4' F I/ J J J ! ( \ \ \ \ rar \ \ t 1 \ 1 r 1 Loose Soil Placed by Shovel and re Hydran t Fire •%'X fid` 1 ,, ,. \ :-t-\,-�---+------ -----------r--•-�---r— �rL.r�.�, Lightly Compacted Along Upstream . � 9i \ r--+-----r--�1--r- �---= -�- i T i J -,�J i . -=� r �x \ \ \ \ \ \ \ \ \ \ \, \ \ \ \ \. Face of Bales. Storm Inlet Optional Post Positions ( 20' y 0%.,PX Post (Options 2" x 4" or I I v 2 1/2' Min, Dia. Wood: Steel , 6' Max.' 1� Principle Post Position 1.33 Lbs/Ft. Min.) Filter Fabric (ln ( / (Conted 20' Toward Flow) Conformance With n Filter Fabric m Sec. 985 FDOT Spec.) 1 1 I o � t2 ii ii 1 I I Silt Flow V/ —ti-------------tit---- Elevation Section Note: Silt Fence to be Paid for Under the Contract Unit Price for Staked Silt Fence (LF). TYPE /// SILT FENCE N. T.S. .0 1 r rt \ it t!! l I r t!% ' 4'f "•ah DATE REVISION NAME CHECKED 2/21/05 City / SJRWMD Comments JAS RAJ 7/18/05 City Comments JAS RAJ 9/16/05 City Comments JAS RAJ Con cre to .4. Bales Backed by Fence a Plan & Profile Sheet ,04 Soil Type (Per F. D• 0. T. Index No. 102) Gate Valve X EROSION PRO TEC TION DETAILS Soils Boring AB -1 Ars Water Blowoff Q Storm wa ter Pollution / Prevention Plan Prairie Lake Reserve Conservation Line 100 Year Flood June Engineering Consultants, Inc. JOB NO. I 01— 0355 E 232 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 Certificate of Authorization #,00008507 SHEET Ph. 407-905-8180 Fax 407-905-6232 DRAWN BY: DATE CHECKED BY: DATE SCALE Jb CLK 11/3/04 RAJ 11/3/04 I 1'1 100' OF 16 0 I Storm Sewer Piping Pie Run I Pie Size I Pie Moterio/ Length I Slope X' r t., n 1 401, 1 - 1 nc. 1 nen 100 Year Flood DATE LEGEND 2/21/05 City / SJRWMD Comments Existing Contours City Comments 9/16/05 Lot Number 12 DRC Comments Direc tion o f Flo w Existing Grade X7g.3 Proposed Grade Proposed Pavement.777 :::.:77 :.:...777 : ....:::.::.:.:.. Storm Structure ■ Sewer Lateral o Double Sewer Lat. Water Service '— Double Water Ser. '— Water Mcin 8" WM Sanitary Sewer S Stormpipe Fire H dran t Storm Inlet Concrete ° ` . a Plan & Profile Sheet # Soil Typ e Gate Valve Da Soils Boring AB -1 Water Blowoff O Conservation Line --+-�—'- 100 Year Flood DATE REVISION 2/21/05 City / SJRWMD Comments 7/18/05 City Comments 9/16/05 City Comments 10/5/05 DRC Comments JAS CHECKED Site GradingUG JAS RAJ JAS RAJ 1,. = 20' rain age PlanJune Engineering Consultants, Inc. 0JOB NO. 5 JE5232 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 C Certificate of Authorization #00008507 SHEET Ph. 407-905-8180 Fox 407-905-6232 JAS RAJ Prairie L alae Reserve DRAWN BY: DATE CHECKED BY: DATE SCALE M Setback/Batter Block Unit - :mbedmen tt Leveling Pad Cap Unit Finished Grade Bockslope y,�; ,,.• , Z 20' Drainage Easement r ; Low Permeability Soil a:r"2+ CRs Const. Handicap Romp ,••,,«+;;-•��;; / Geogrid Soil Reinforcement z Const. Crosswalk Striping Const. Crosswalk Striping Const. Handicap Ramp r`.tt -�•� :, / F1 02tij s'�i Retained Soil Zone i t , . �9fill, . I Tract 'B• U-4 .r�C.�;as•:. / i t � ro X --g6- 4 , � �� , ,' � ' ���__--- jl � I I II r _ -,•;� -__ , ':►''7;,• •a.'r at t t OV I r4 ro 9�9 OSC , ���' _ .'�.•� r;�7t��S / �> �� , �Cv ! �O�' I %0- 1 .�� 9� js�/' $- �/ , 1 ��X cy�/� \ 'I Unit Core Fill _ t., i I g O \ Limit of Excavation Jt ,� O�.ti �� r - - _ _ _ ---- - 'M V tiw '�yti•Sy. 1 ti� 0 CV - X I I 1) , I I l 1r 1 ' ' / ' ZX •1O I I r /i. Ir I r / OI t t \ I t ' ------i- --- --6-- I ---------- �" � / t i� � � �i�y'1 r r tr r r i r' �' ,` �'' r r tv � J ' �x SEGMENTED RETAINING WALL (GRAVITY WALL) TYPICAL CROSS SECTION See Sheet 3 for Drainage Basin Area tI I 1 T -----r-----1' ---r- , X lol� \ 8 \ \ \ N. 1 \1 :;LO \ X o ' rn 0 0 ° o 0820co I , \ t t I I t / I I , Type f I I , t , I 7 I t t 99 t t t 85 �`e6 87 Be 89 9Q 10 It `',F.. EI 94. 5 ' � ' \ \\ C i x� i \ 18" \ A i ` 3 to 3b 18" RCP L 0.20 3b to 3c I , / I � / r X 91r 2 93', 94 95 N\96c, j \ F.. EI \ 97. 0 j; \ 11�' '+ 19 I I' i I I' X1 r' r II � 'L� R 1 I w , I 11 tl t iUI I'� g I' i Roof Drains Shall be �I ii rCCott I ' I ' r Directed to Front of I Ix I I ,�, I; i I' Building and/or Shall ' Ibe Directed to Storm wa ter Ponds II' (Units 98-107) l i 97.25�195.45 1.30% 0.50 %1.50% IC1 I i O.QO qr 79 At / 100.0 t t I I t / t I , Type t \ , t I 7 98 99 1GO 1 195. 148 0 9 i s!�l 145 10 It ' 11�' '+ 19 I I' i I I' X1 r' r II � 'L� R 1 I w , I 11 tl t iUI I'� g I' i Roof Drains Shall be �I ii rCCott I ' I ' r Directed to Front of I Ix I I ,�, I; i I' Building and/or Shall ' Ibe Directed to Storm wa ter Ponds II' (Units 98-107) l i 97.25�195.45 1.30% 0.50 %1.50% IC1 I i O.QO qr 79 At / 100.0 t t t I Storm Sewer Piping t I , Type t \ , t I Length (ft) I 1 Y 1 14-9 148 1147 146 145 10 It ' F.F. Eft Q8.28 3 1 � ' RCP 206 i x� 3a \ 18" RCP 170 2.27 3 to 3b t SOX Storm Sewer Piping , Type 1 t Pipe Material Length (ft) 1 1 to 2 144 143 1`142 14 140 1v 9 Ni RCP �F. I El. 9B.00 3 1 ITract 0 X I ji,I 111t I 'x 1101 it i'il, If( 1, I I 2'r11 102 ii 3rlii�h slit i . 'i'I 103 i,'f �ix O ,, 1, ]flit to tF.F. I III I;r11 , l � 50 0 1 I 1 04 II I I ,1 Illi r l / ` IN \ ' \ , /® 00 \ , t \ \ i r r I X ' I i I' ii I I I I \ , \ \ �j \ y \ 1 r I I.O , I I I I I I I It I, 1 Const. Segmented ted \ `\ / O� ' + / \ \1 \\ 76 °�>x \ \ \ \ 9g. \` \\ ss \ , ; N / ( 05 I 1 i i I g '11 ' RetainingWall \ ` \/ ° �' / \ N. 1`\ 1 's t I � 'r � 10 106. I ' I +I iQ3.00\\ / ` \ \ \ ` \ \ \ I ' I 9262 / u,i1 It lit 74 \\ ` .. �° /� �\ \152 \\ I r / / u I I t it t I I \ ' 1.�8 \\\ , i r i r' I ' `r i 50' Setback />r �o, 73 \ \'; 15J \ I I 137 1 1 I cb � ' �4l / ��i i X from NHWE Const. 6 Brick Wall , \ \ \ ..< / \ \ \ \ ` \ \ \ . 96.50 ' I r , ti ,� I 1 �, I r# /109. \ F.F:\EI. \ .50` 1Qt.5 I F.�'.136 �%� �:�� ' 107 I / NH WE = F33.0 \ \ ,• fro 1 I 0 , r.. � , , r � � I , t If \ \ o � �' X60 � 135 1�w � / � Y08 / \ 72' /' F F EI 94 50 / " Const. Handicap Ramp \ k , , \ / \ \ g.k I , ; , ' ,' I ' 1 ti°, V,x Const, 12 Deep Swale \ 1,�6 \ , MoX 1 O� 1109 � I i t I a> (w/ 4: 1 Side Slopes) Const. 18" Yellow Striping �\ ` \ /,1 \ \ / 102.0 \ , \ , , , I t I A \ \ I 10' o. c.. 45. `�� . ,• `.. �` , '\, 0 `\ , \ a \ `y 'd o 1110 Const. Crosswalk Striping ` 13 ` 7 ` ' 7i. \ / ,off (Typ,) P g , ,� f \\ 1 ` \ a�o \ ,�, Q , .• ,/ \ \ � ' F. 1:10.1510 I �8 132I 172t i I ? Buffer Limits - 4" PVC ChosePipes (Typ.) it I '107 �� ' , �`, �x \' 159 ' ', �F..19 i 0 i of 11,E I I ' d r I i p Const. Handicap Ramp - Const. Keypad Const. Gate 25' Upland Buffer f. RXI Tract ! I II I l l r 1 i �� LEGEND i 112.8 ` 112.,85 1 1 Carst.� egmethted t� ; ,' 1 1 i li i ' / i I' r ! I I Re'ra/nino Wall' , ' 1 1.00,' 4 113.4 t + I 1 1 Existing Contours i t To 108150 ' i I , r / , r I , I �--- i , l0} en 5 .�0 ' , r i r' 1 1 F F 1 EI 99.1 , Const. Handicap Ramp tib '� ', Q) �o t Const. Crosswalk Striping �. ` ", 11 .0 Const. Valley Gutter ;:. ', 15 Const. Handicap Romp tiYocy 'i Storm Structures Storm Sewer Piping Structure # Type Pipe Run Pipe Size Pipe Material Length (ft) Slope (%) 1 to 2 18" RCP 16 0.50 2 to 3 18" RCP 32 0.50 3 to 30 18" RCP 206 2.27 3a to 4 18" RCP 170 2.27 3 to 3b 18" RCP 180 0.20 3b to 3c 15" RCP 26 0.20 4 to Tract B 18" RCP 70 4.57 8 to 7 18" RCP 26 0.50 8c to 8b 15" RCP 34 0.20 8b to 8o 18" RCP 100 1.98 8o to 8 18" RCP 140 1.00 7 to 5 24" RCP 240 0.96 6 to 5 15" RCP 56 0.50 5 to Tract B 2411 RCP 160 2.00 9 to 10 18" RCP 26 0.50 10 to 100 24" RCP 100 1.00 10a to Tract l 24" RCP 135 1.00 10b to 10c 15" RCP 55 1.00 10c to Tract l 18" RCP 150 2.67 10d to 10b 18" RCP 144 3.21 12 to 13 18" RCP 32 0.50 13 to 14a 18" RCP 168 0.33 16 to 17 15" RCP 26 0.50 14a to 14 18" RCP 70 0.86 14a to 16 18" RCP 166 2.28 14 to 15 24" RCP 24 0.50 15 to Tract A 24" RCP 170 0.98 16 to 17a 18" RCP 148 2.20 17d to 17b 18" RCP 26 0.20 18a to 18b 15" RCP 26 0.20 18b to 18 18" RCP 236 2.98 18 to 19 18" RCP 26 0.50 19 to Tract A 18" RCP 160 4.10 ! I II I l l r 1 i �� LEGEND i 112.8 ` 112.,85 1 1 Carst.� egmethted t� ; ,' 1 1 i li i ' / i I' r ! I I Re'ra/nino Wall' , ' 1 1.00,' 4 113.4 t + I 1 1 Existing Contours i t To 108150 ' i I , r / , r I , I �--- i , l0} en 5 .�0 ' , r i r' 1 1 F F 1 EI 99.1 , Const. Handicap Ramp tib '� ', Q) �o t Const. Crosswalk Striping �. ` ", 11 .0 Const. Valley Gutter ;:. ', 15 Const. Handicap Romp tiYocy 'i Storm Structures NAME Structure # Type Top EI. In v. EI. 1 Type "D" Inlet 102.00 98.00 2 P-5 Inlet 102.45 97.92 3 P-5 Inlet 102.45 97.76 30 Type "D" Inlet 95.50 93.08 3b P-5 Inlet 107.44 98.12 3c P-5 Inlet 107.44 98.18 4 J-7 Manhole 93.50 89.20 5 1-5 Inlet 93.20 89.20 6 P-5 Inlet 93.20 89.48 7 P-5 Inlet 95.62 91.51 8 P-5 Inlet 95.62 91.62 80 P-7 Manhole 98.00 93.00 8b P-5 Inlet 99.98 94.98 8c P-6 Inlet 99.75 95.05 9 P-6 Inlet 92.79 88.47 10 P-6 Inlet 92.79 88.35 100 J-7 Manhole 92.00 87.35 IOb P-5 Inlet 95.82 90.55 10c P-5 Inlet 94.37 90.00 10d P-5 Inlet 100.17 95.17 12 P-5 /n/et 113.37 109.10 13 P-5 Inlet 113.37 108.94 14 P-5 /n/et 113.17 107.78 14a P-5 /n/et 113.38 108.38 15 P-5 Inlet 113.17 107.67 15 P-5 Inlet 116.17 112.17 17 P-5 Inlet 116.17 112.06 170 P-5 Inlet 120.43 115.43 17b P-5 Inlet 120,4J 115.49 18 P-6 Inlet 116.67 112.67 18o P-5 Inlet 123.70 119.75 18b IP -5 Inlet 123.70 119.70 19 1 P-6 Inlet 1 116.67 1 112.56 ! I II I l l r 1 i �� LEGEND i 112.8 ` 112.,85 1 1 Carst.� egmethted t� ; ,' 1 1 i li i ' / i I' r ! I I Re'ra/nino Wall' , ' 1 1.00,' 4 113.4 t + I 1 1 Existing Contours i t To 108150 ' i I , r / , r I , I �--- i , l0} en 5 .�0 ' , r i r' 1 1 F F 1 EI 99.1 , Const. Handicap Ramp tib '� ', Q) �o t Const. Crosswalk Striping �. ` ", 11 .0 Const. Valley Gutter ;:. ', 15 Const. Handicap Romp tiYocy 'i ,1120 I r 'x Lot Number 12 ,�' Const. Temporary Erosion Direction of Flow Con tro/ Barrier I roi /fg�.`/ ,% • r1 ; , " I r Existing Grade(Silt Fence) X�9• ,p2 r i 1 1 , , •'� , I r , ' \ ; ` t OSed Grade Pro s --=---- ; �'"" `, ', ; t ' Proposed Pa vem en t 100. K7 r I r I I i i� r X Storm Structure ■ Sewer Latera/ � ;'Double Sewer Lat. ` water Servicept12 00% t Double Water Ser, r'- - - ,'4.: <• .I..: I i ' / ,� , ; , ^max Water Main 8" WM Match Line See Sheet 4 Const. 4' Conc. Sidewalk Const. 12" Deep Swale Const. Wheelstops (as part of infrastructure) (T1'P•) (w/ 4: 1 Side Slopes) DATE REVISION NAME CHECKED 2/21/05 City / SJRWMD Comments JAS RAJ 7/18/05 City Comments JAS RAJ 9/16/05 F.I.EL110.`5 JAS RAJ 10/5/05 DRC Comments 1163 X64 +165X166` 16 X1 68 D4 ` I, t 't t i \0� ti i 1 it I Conservation Line 100 Year Flood t I t ,1120 I r 'x Lot Number 12 ,�' Const. Temporary Erosion Direction of Flow Con tro/ Barrier I roi /fg�.`/ ,% • r1 ; , " I r Existing Grade(Silt Fence) X�9• ,p2 r i 1 1 , , •'� , I r , ' \ ; ` t OSed Grade Pro s --=---- ; �'"" `, ', ; t ' Proposed Pa vem en t 100. K7 r I r I I i i� r X Storm Structure ■ Sewer Latera/ � ;'Double Sewer Lat. ` water Servicept12 00% t Double Water Ser, r'- - - ,'4.: <• .I..: I i ' / ,� , ; , ^max Water Main 8" WM Match Line See Sheet 4 Const. 4' Conc. Sidewalk Const. 12" Deep Swale Const. Wheelstops (as part of infrastructure) (T1'P•) (w/ 4: 1 Side Slopes) DATE REVISION NAME CHECKED 2/21/05 City / SJRWMD Comments JAS RAJ 7/18/05 City Comments JAS RAJ 9/16/05 City Comments JAS RAJ 10/5/05 DRC Comments JAS RAJ Site Grading do Drainage Plan Prairie Lake Reserve June Engineering Consultants, Inc. JOB NO. JI: 01-0355 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 SHEET Certificate of Authorization #00008507 Ph. 407-905-8180 Fax 407-905-6232 DRAWN BY: DATE CHECKED BY: DATE SCALE 4 G CLK 11/3/04 RAJ 11/3/04 1 " = 50' OF 16 l° b Sanitary Sewer S Stormpioe Fire Hydran t Storm Inlet A Concrete Plan & Profile Sheet # Soil Type Gate Vcl ve D4 Soils Boring Aa -1 Water Blowoff Conservation Line 100 Year Flood June Engineering Consultants, Inc. JOB NO. JI: 01-0355 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 SHEET Certificate of Authorization #00008507 Ph. 407-905-8180 Fax 407-905-6232 DRAWN BY: DATE CHECKED BY: DATE SCALE 4 G CLK 11/3/04 RAJ 11/3/04 1 " = 50' OF 16 l° b 0 0 DATE REVISION 2/21/05 City / SJRWMD Comments 7/18/05 City Comments 9/16/05 City Comments 10/5/05 DRC Comments NAME CHECKED JAS RAJ JAS RAJ JAS RAJ JAS RAJ B 8" PVC 50 0.28 8 to C 8" PVC 378 0.28 C to D 8" PVC 46 0.28 D to E 8" PVC 188 2.79 E to F �o PVC 50 0.34 F to � 66 PVC 205 0.28 G to H 65 osa PVC 248 0,28 H to � 64 � PVC 282 1.36 l to J 8" ' 63 240 3.96 J to K 8" / 62 240 1.67 K to L 8" . / s 1.71 L to M 8" PVC 90 1.83 M to Lift Station 8" PVC (SOR21) 10 1.00 O to L 8" PVC 108 8" Tee w/ P to 0 8" PVC 90 . Gate Valves .: P 8" PVC 190 0.87 R to Q 8" PVC 160 2.99 Const. 8" PVC (C900) R 8" PVC 42 / Water Main •"` ®� S 8" PVC 172 3.72 L to N 8" PVC 124 0,28 N to ..` 8" PVC D 0.28 / i 2 V 8" PVC 4 0.28 / / Y. 8" PVC 310 1.00 W to gree FH ,� p �' Sewer Service (Typ•I 1 20 1.00 I 4 1 B , - 36 Water Service \ (Typ.) C3 1 \ 20' Utility \ 35 \ Q \Easement 60 1 37 \ \ 34 \ 59 1 � Const. 8" PVC (0900) Certp Vol PVC .-• -, -�' �n , 33 Water Main ` 8' \ 39 � 5 \ \ 32 1 Wet Tap into Exist. 1 Water Main \ v�+► 1 57 �I \\ 40 G Tract Wl \ � 31 56 47 \� 55 \ 42 8 N 30 \ Directional Drill Under Exist. Railroad & A.D. Mims Road (8" Certo Lok Pipe) \ FH :. 1 29 \ �.54 28 1 10'd Stabilized Subgrade 'be ; \\ , ', 53 11 \ 44 27 1 Sodded ( I ` , l 1 �I 11 ` \ 52 1 45 1 9 \ 26 51 45 1 10 1\ \I 25 4 7 i 50 1 1 / �1 49 \ 48 l 12 1\ 1 \ - FH treet E 24 �1 1 1 ... 23 1 _ 14 22 i 1 15 ,, ,. 21 16 17 18 19 20 ' ` ---- --- -------------•----- --------T ------------ - - - - -- - - - - -------\ ---- r T-I,--------------------------------------------------------------- 0 O Const. 6" PVC (C900) Fire Line Service (Typ., to Each Building) DATE REVISION 2/21/05 City / SJRWMD Comments 7/18/05 City Comments 9/16/05 City Comments 10/5/05 DRC Comments NAME CHECKED JAS RAJ JAS RAJ JAS RAJ JAS RAJ Notes: 1. All gravity sewer pipe shall be 8" PVC (SDR 35) unless otherwise noted. 2. All oravity sewer oioe shall have a min. s/ooe of 0.2890. FDEP Water Separation (I) HarizontalSeparation Between Underground Water Mains and Sanitary or Storm, Wastewater or StormwaterForceMaws, Reclaimed Water Pipelines, and On -Site Sewage Treatment and Disposal Systems / (a) New arrelocate4 underground water mains shall be laid to provide a horizontal distance ofat least three feet between the outside of the water / main and the outside ofany existing orproposed storm sewer, stormwaterforcemain, orpipe&e conveyingreclaimed waterregulated uaderPart / III of Chapter 62-610, F.A.C. / (b) New orrelocatc4 underground watermains shall be laid to provide a horizontal distance ofat least three feet and preferably ten feel; between / the outside ofthe watermain and the outside ofanyexistmg orproposed vacuum -type sanitarysewer. / (c) New orrelocataa underground watermains shall be laid to provide a horizontal distance ofatleast six feet, and preferably ten fee4 between / the outside ofthe watermain and the outside ofany existing orproposed gravi"rpressure-type sanitary sewer, wastewaterforce main, or / pipeline conveyingreclaimed waternotregulated underPartlUofCbapter 62-610, F.A,C. The minimum horizontal separation distance between / watermains and gravity -type sanitary sewers shall be reduced to three feet where the bottom of the watermain is laid at least six inches above the / top of the sewer. / (d) New orrelocated. underground watermains shall be laid to provide horizontal distance of at least ten feet between the outside of the water / main and all parts ofany existing orproposed "on-site sewage treatmcntand disposal system "as defined in Section 381.0065(2), F.S., and Rule 64E-6.002, F.A.C. / (2) Vertical Separation Between Underground Water Mains and Sanitary or Storm Sewers, Wastewater or StormwaterForce Maws, and Reclaimed / WaterPipahnes / (a) New orrelocated, underground water ma crossing any existing orproposed gravity -or -vacuum -type sanitarysewer orstorm sewersball be / laid so the outside of the watermain is at least six inches, and preferably 12 inches, above or at least 12 inches below the outside of the other pipeline. However, itis preferable to lay the watermain above the other pipeline. (b) New orrelocate4 underground watermains crossing any existing orproposedpressure-type sauitary sewer, wastewater or stormwater force maim, orpipeline conveymgrechmirned watersball be laid so the outside of the watermain is at least 12 inches above or below the outside ofthe otberpipelfne. However, itispreferable to laytbe watermain above the otherpipeline. (c) At the utility crossing described in paragraphs (a) and (b) above, one full length of watermain pipe shall be centered above or below the otberpipelme so the water main joints are atleast three feet from all joints in vacuum -type sanitary sewers, torm sewers, stormwaterforce mains, or pipelines conveying reclaimed waterregulated underPartlll ofChapter 62-610, FA.C., and at least six feet from all joints in gravity -or pressure-type sanitary sewers, wastewaterfonce mains, orpipelmes conveyingreclaimed waternotregulated underPartlll ofChapter 62-610, FA.0 (3) Separation Between WaterMains and Saa&W or Storm SewerManboles. (a) No watermain shall pass througly or come into contact with, any part ofa sanitary sewer manhole. (b) Effective August28, 2003, water mains shall not be constructed or altered to pass through, or come into contact with, anypart ofa storm sewermanhole or inlet structure. Where it is not technically feasible or economically sensible to comply with this requirement (i.e., where there is a conflict in the routing ofa watermain and a storm sewer and where alternative routing ofthe watermain or the storm sewer is not technically f asible or is not economicallysensible), the Department shall allow exceptions to this requirement (i.e., the Department shall allow construction of conflict manholes), but suppliers of water orpersons proposing to construct conflict manholes must first obtain a specific permit from the .Department in accordance with Part V of this chapter and mustprovide in the preliminary design report or drawings, specifications, and design data accompanying theirpemmit application the following information: 1. Technical oreconomic jusdflcation foreach conflictmanhole. 2. A statementidentifymg the partyresponsible formamiamuig each eonflictmanhole. 3. Assurance of compliance with the design and construction requirements in sub -subparagraphs a. through d. below. a. Each watermain passing through a conflict manhole shall have a flexible, watertight joint on each side of the manhole to accommodate differential settling between the main and the manhole. b. Within each conflictmanhole, the watermam passing through the manhole shall be installed in a watertight casing pipe having high impact length (i.e., having an impact strength at least equal to that of 0.25-inch-thiclr ductile iron pipe). a Each conflict manhole shall have an access opening and shall be sizers to allow for easy cleaning of the manhole. d Gratings shall be installed at all storm sewerinlets upstrcam ofeach conflictmanhale to prevent large objects from entering the manhole. (4) Separation Between Fire Hydrant Drams and Sanitary of Storm Sewers, Wastewater orStormwaterForce Mains, Reclaimed WaterPipelines, and On -Site Sewage Treatment audDisposal Systems. Neworrelocated fire hydrants with underground drains shall be located so that the drains are at least three feet from any existing orproposed storm sewer, stormwaier force main, orpipeline conveyingreclaimed water regulated under Partlllof Chapter 62-610, F.A.C.; atleast three feet; andpreferably ten feet; from any existing orproposed vacuum type sanitarysewer, atleast six feet; andprefembly ten feet, from any existing orpmposedgmvity-orpressure-type sanitary sewer, wastewater force main, orpipcGne conveyingreclaimed waternotregulated uuderPartlll of Chapter 62-610, FA.C.; and atleast ten feetfrom any existing orproposed "on site sewage treatment and disposal system" as defined in Section 381.0065(2), F,S., andRule 641`6.002, F.A.C. LEGEND Existing Contours / Lot Number 12 Direction of Flow Existing Grade X9,3 Proposed Grade Proposed Pavement Storm Struc tore ■ Sewer Lateral Water Notes., Double Sewer Lot. Water Service '- 1, All Water Mains Shall be 8" PVC (C960) Unless Otherwise Noted. Double Water Ser. 2. All Fire Hydrants Shall be Setback 4 Wa ter Main 8" WM FeetBehind Edge of Pavement. Sanitary Sewer S J. All Water Services Shall Have a Stormpipe 3/4" Backflow Preventor. Fire Hydran t Storm lnle t Concrete a• :.a Plan & Profile Sheet # Soil Type Go to Vel ve X Soils Borin g + AB -1 Water Blowoff O Conservation Line-�-+' 100 Year Flood OverG11 Utility PIGn June Engineering Consultants, Inc. JOB NO. I C71 E. Church Street Orlando, Florida 32801 01 0355 Certificate of Authorization #00008507 SHEET Ph. 407-839-6000 Fax 407-839-60205 Prairie LGke Reserve I DRAWN BY: DATE ICHECKED BY: DATE ISCALE , Sanitary Manholes Sanitary Sewer Piping Manhole Top El. Inv. El. Pipe Run Pipe Size Pipe Materia/ Length (ft) Slope (q) A to B 8" PVC 50 0.28 8 to C 8" PVC 378 0.28 C to D 8" PVC 46 0.28 D to E 8" PVC 188 2.79 E to F 8" PVC 50 0.34 F to G 8" PVC 205 0.28 G to H 8" PVC 248 0,28 H to / 8" PVC 282 1.36 l to J 8" PVC 240 3.96 J to K 8" PVC 240 1.67 K to L 8" PVC 310 1.71 L to M 8" PVC 90 1.83 M to Lift Station 8" PVC (SOR21) 10 1.00 O to L 8" PVC 108 0.50 P to 0 8" PVC 90 0.32 Q to P 8" PVC 190 0.87 R to Q 8" PVC 160 2.99 S to R 8" PVC 42 5.24 T to S 8" PVC 172 3.72 L to N 8" PVC 124 0,28 N to U 8" PVC 60 0.28 U to V 8" PVC 212 0.28 V to W 8" PVC 310 1.00 W to X 8" I PVC 20 1.00 Notes: 1. All gravity sewer pipe shall be 8" PVC (SDR 35) unless otherwise noted. 2. All oravity sewer oioe shall have a min. s/ooe of 0.2890. FDEP Water Separation (I) HarizontalSeparation Between Underground Water Mains and Sanitary or Storm, Wastewater or StormwaterForceMaws, Reclaimed Water Pipelines, and On -Site Sewage Treatment and Disposal Systems / (a) New arrelocate4 underground water mains shall be laid to provide a horizontal distance ofat least three feet between the outside of the water / main and the outside ofany existing orproposed storm sewer, stormwaterforcemain, orpipe&e conveyingreclaimed waterregulated uaderPart / III of Chapter 62-610, F.A.C. / (b) New orrelocatc4 underground watermains shall be laid to provide a horizontal distance ofat least three feet and preferably ten feel; between / the outside ofthe watermain and the outside ofanyexistmg orproposed vacuum -type sanitarysewer. / (c) New orrelocataa underground watermains shall be laid to provide a horizontal distance ofatleast six feet, and preferably ten fee4 between / the outside ofthe watermain and the outside ofany existing orproposed gravi"rpressure-type sanitary sewer, wastewaterforce main, or / pipeline conveyingreclaimed waternotregulated underPartlUofCbapter 62-610, F.A,C. The minimum horizontal separation distance between / watermains and gravity -type sanitary sewers shall be reduced to three feet where the bottom of the watermain is laid at least six inches above the / top of the sewer. / (d) New orrelocated. underground watermains shall be laid to provide horizontal distance of at least ten feet between the outside of the water / main and all parts ofany existing orproposed "on-site sewage treatmcntand disposal system "as defined in Section 381.0065(2), F.S., and Rule 64E-6.002, F.A.C. / (2) Vertical Separation Between Underground Water Mains and Sanitary or Storm Sewers, Wastewater or StormwaterForce Maws, and Reclaimed / WaterPipahnes / (a) New orrelocated, underground water ma crossing any existing orproposed gravity -or -vacuum -type sanitarysewer orstorm sewersball be / laid so the outside of the watermain is at least six inches, and preferably 12 inches, above or at least 12 inches below the outside of the other pipeline. However, itis preferable to lay the watermain above the other pipeline. (b) New orrelocate4 underground watermains crossing any existing orproposedpressure-type sauitary sewer, wastewater or stormwater force maim, orpipeline conveymgrechmirned watersball be laid so the outside of the watermain is at least 12 inches above or below the outside ofthe otberpipelfne. However, itispreferable to laytbe watermain above the otherpipeline. (c) At the utility crossing described in paragraphs (a) and (b) above, one full length of watermain pipe shall be centered above or below the otberpipelme so the water main joints are atleast three feet from all joints in vacuum -type sanitary sewers, torm sewers, stormwaterforce mains, or pipelines conveying reclaimed waterregulated underPartlll ofChapter 62-610, FA.C., and at least six feet from all joints in gravity -or pressure-type sanitary sewers, wastewaterfonce mains, orpipelmes conveyingreclaimed waternotregulated underPartlll ofChapter 62-610, FA.0 (3) Separation Between WaterMains and Saa&W or Storm SewerManboles. (a) No watermain shall pass througly or come into contact with, any part ofa sanitary sewer manhole. (b) Effective August28, 2003, water mains shall not be constructed or altered to pass through, or come into contact with, anypart ofa storm sewermanhole or inlet structure. Where it is not technically feasible or economically sensible to comply with this requirement (i.e., where there is a conflict in the routing ofa watermain and a storm sewer and where alternative routing ofthe watermain or the storm sewer is not technically f asible or is not economicallysensible), the Department shall allow exceptions to this requirement (i.e., the Department shall allow construction of conflict manholes), but suppliers of water orpersons proposing to construct conflict manholes must first obtain a specific permit from the .Department in accordance with Part V of this chapter and mustprovide in the preliminary design report or drawings, specifications, and design data accompanying theirpemmit application the following information: 1. Technical oreconomic jusdflcation foreach conflictmanhole. 2. A statementidentifymg the partyresponsible formamiamuig each eonflictmanhole. 3. Assurance of compliance with the design and construction requirements in sub -subparagraphs a. through d. below. a. Each watermain passing through a conflict manhole shall have a flexible, watertight joint on each side of the manhole to accommodate differential settling between the main and the manhole. b. Within each conflictmanhole, the watermam passing through the manhole shall be installed in a watertight casing pipe having high impact length (i.e., having an impact strength at least equal to that of 0.25-inch-thiclr ductile iron pipe). a Each conflict manhole shall have an access opening and shall be sizers to allow for easy cleaning of the manhole. d Gratings shall be installed at all storm sewerinlets upstrcam ofeach conflictmanhale to prevent large objects from entering the manhole. (4) Separation Between Fire Hydrant Drams and Sanitary of Storm Sewers, Wastewater orStormwaterForce Mains, Reclaimed WaterPipelines, and On -Site Sewage Treatment audDisposal Systems. Neworrelocated fire hydrants with underground drains shall be located so that the drains are at least three feet from any existing orproposed storm sewer, stormwaier force main, orpipeline conveyingreclaimed water regulated under Partlllof Chapter 62-610, F.A.C.; atleast three feet; andpreferably ten feet; from any existing orproposed vacuum type sanitarysewer, atleast six feet; andprefembly ten feet, from any existing orpmposedgmvity-orpressure-type sanitary sewer, wastewater force main, orpipcGne conveyingreclaimed waternotregulated uuderPartlll of Chapter 62-610, FA.C.; and atleast ten feetfrom any existing orproposed "on site sewage treatment and disposal system" as defined in Section 381.0065(2), F,S., andRule 641`6.002, F.A.C. LEGEND Existing Contours / Lot Number 12 Direction of Flow Existing Grade X9,3 Proposed Grade Proposed Pavement Storm Struc tore ■ Sewer Lateral Water Notes., Double Sewer Lot. Water Service '- 1, All Water Mains Shall be 8" PVC (C960) Unless Otherwise Noted. Double Water Ser. 2. All Fire Hydrants Shall be Setback 4 Wa ter Main 8" WM FeetBehind Edge of Pavement. Sanitary Sewer S J. All Water Services Shall Have a Stormpipe 3/4" Backflow Preventor. Fire Hydran t Storm lnle t Concrete a• :.a Plan & Profile Sheet # Soil Type Go to Vel ve X Soils Borin g + AB -1 Water Blowoff O Conservation Line-�-+' 100 Year Flood OverG11 Utility PIGn June Engineering Consultants, Inc. JOB NO. I C71 E. Church Street Orlando, Florida 32801 01 0355 Certificate of Authorization #00008507 SHEET Ph. 407-839-6000 Fax 407-839-60205 Prairie LGke Reserve I DRAWN BY: DATE ICHECKED BY: DATE ISCALE , Sanitary Manholes Manhole Top El. Inv. El. A 123.38 118.38 B 124.60 118.24 C 123.58 117.18 D 122.58 117.05 E 116.80 111.80 F 116,6J 111.63 G 11727 111.05 H 117.00 110.35 l 113.40 106.50 J 102.00 97.00 K 98,00 93, 00 L 93.64 87.75 M 93.25 86.10 0 93,28 88.28 P 93.57 88.57 Q 95.22 90.22 R 100.00 95.00 S 102.20 97.20 T 108.60 103.60 Notes: 1. All gravity sewer pipe shall be 8" PVC (SDR 35) unless otherwise noted. 2. All oravity sewer oioe shall have a min. s/ooe of 0.2890. FDEP Water Separation (I) HarizontalSeparation Between Underground Water Mains and Sanitary or Storm, Wastewater or StormwaterForceMaws, Reclaimed Water Pipelines, and On -Site Sewage Treatment and Disposal Systems / (a) New arrelocate4 underground water mains shall be laid to provide a horizontal distance ofat least three feet between the outside of the water / main and the outside ofany existing orproposed storm sewer, stormwaterforcemain, orpipe&e conveyingreclaimed waterregulated uaderPart / III of Chapter 62-610, F.A.C. / (b) New orrelocatc4 underground watermains shall be laid to provide a horizontal distance ofat least three feet and preferably ten feel; between / the outside ofthe watermain and the outside ofanyexistmg orproposed vacuum -type sanitarysewer. / (c) New orrelocataa underground watermains shall be laid to provide a horizontal distance ofatleast six feet, and preferably ten fee4 between / the outside ofthe watermain and the outside ofany existing orproposed gravi"rpressure-type sanitary sewer, wastewaterforce main, or / pipeline conveyingreclaimed waternotregulated underPartlUofCbapter 62-610, F.A,C. The minimum horizontal separation distance between / watermains and gravity -type sanitary sewers shall be reduced to three feet where the bottom of the watermain is laid at least six inches above the / top of the sewer. / (d) New orrelocated. underground watermains shall be laid to provide horizontal distance of at least ten feet between the outside of the water / main and all parts ofany existing orproposed "on-site sewage treatmcntand disposal system "as defined in Section 381.0065(2), F.S., and Rule 64E-6.002, F.A.C. / (2) Vertical Separation Between Underground Water Mains and Sanitary or Storm Sewers, Wastewater or StormwaterForce Maws, and Reclaimed / WaterPipahnes / (a) New orrelocated, underground water ma crossing any existing orproposed gravity -or -vacuum -type sanitarysewer orstorm sewersball be / laid so the outside of the watermain is at least six inches, and preferably 12 inches, above or at least 12 inches below the outside of the other pipeline. However, itis preferable to lay the watermain above the other pipeline. (b) New orrelocate4 underground watermains crossing any existing orproposedpressure-type sauitary sewer, wastewater or stormwater force maim, orpipeline conveymgrechmirned watersball be laid so the outside of the watermain is at least 12 inches above or below the outside ofthe otberpipelfne. However, itispreferable to laytbe watermain above the otherpipeline. (c) At the utility crossing described in paragraphs (a) and (b) above, one full length of watermain pipe shall be centered above or below the otberpipelme so the water main joints are atleast three feet from all joints in vacuum -type sanitary sewers, torm sewers, stormwaterforce mains, or pipelines conveying reclaimed waterregulated underPartlll ofChapter 62-610, FA.C., and at least six feet from all joints in gravity -or pressure-type sanitary sewers, wastewaterfonce mains, orpipelmes conveyingreclaimed waternotregulated underPartlll ofChapter 62-610, FA.0 (3) Separation Between WaterMains and Saa&W or Storm SewerManboles. (a) No watermain shall pass througly or come into contact with, any part ofa sanitary sewer manhole. (b) Effective August28, 2003, water mains shall not be constructed or altered to pass through, or come into contact with, anypart ofa storm sewermanhole or inlet structure. Where it is not technically feasible or economically sensible to comply with this requirement (i.e., where there is a conflict in the routing ofa watermain and a storm sewer and where alternative routing ofthe watermain or the storm sewer is not technically f asible or is not economicallysensible), the Department shall allow exceptions to this requirement (i.e., the Department shall allow construction of conflict manholes), but suppliers of water orpersons proposing to construct conflict manholes must first obtain a specific permit from the .Department in accordance with Part V of this chapter and mustprovide in the preliminary design report or drawings, specifications, and design data accompanying theirpemmit application the following information: 1. Technical oreconomic jusdflcation foreach conflictmanhole. 2. A statementidentifymg the partyresponsible formamiamuig each eonflictmanhole. 3. Assurance of compliance with the design and construction requirements in sub -subparagraphs a. through d. below. a. Each watermain passing through a conflict manhole shall have a flexible, watertight joint on each side of the manhole to accommodate differential settling between the main and the manhole. b. Within each conflictmanhole, the watermam passing through the manhole shall be installed in a watertight casing pipe having high impact length (i.e., having an impact strength at least equal to that of 0.25-inch-thiclr ductile iron pipe). a Each conflict manhole shall have an access opening and shall be sizers to allow for easy cleaning of the manhole. d Gratings shall be installed at all storm sewerinlets upstrcam ofeach conflictmanhale to prevent large objects from entering the manhole. (4) Separation Between Fire Hydrant Drams and Sanitary of Storm Sewers, Wastewater orStormwaterForce Mains, Reclaimed WaterPipelines, and On -Site Sewage Treatment audDisposal Systems. Neworrelocated fire hydrants with underground drains shall be located so that the drains are at least three feet from any existing orproposed storm sewer, stormwaier force main, orpipeline conveyingreclaimed water regulated under Partlllof Chapter 62-610, F.A.C.; atleast three feet; andpreferably ten feet; from any existing orproposed vacuum type sanitarysewer, atleast six feet; andprefembly ten feet, from any existing orpmposedgmvity-orpressure-type sanitary sewer, wastewater force main, orpipcGne conveyingreclaimed waternotregulated uuderPartlll of Chapter 62-610, FA.C.; and atleast ten feetfrom any existing orproposed "on site sewage treatment and disposal system" as defined in Section 381.0065(2), F,S., andRule 641`6.002, F.A.C. LEGEND Existing Contours / Lot Number 12 Direction of Flow Existing Grade X9,3 Proposed Grade Proposed Pavement Storm Struc tore ■ Sewer Lateral Water Notes., Double Sewer Lot. Water Service '- 1, All Water Mains Shall be 8" PVC (C960) Unless Otherwise Noted. Double Water Ser. 2. All Fire Hydrants Shall be Setback 4 Wa ter Main 8" WM FeetBehind Edge of Pavement. Sanitary Sewer S J. All Water Services Shall Have a Stormpipe 3/4" Backflow Preventor. Fire Hydran t Storm lnle t Concrete a• :.a Plan & Profile Sheet # Soil Type Go to Vel ve X Soils Borin g + AB -1 Water Blowoff O Conservation Line-�-+' 100 Year Flood OverG11 Utility PIGn June Engineering Consultants, Inc. JOB NO. I C71 E. Church Street Orlando, Florida 32801 01 0355 Certificate of Authorization #00008507 SHEET Ph. 407-839-6000 Fax 407-839-60205 Prairie LGke Reserve I DRAWN BY: DATE ICHECKED BY: DATE ISCALE , 0 N Ln 0 0 0 3 -v LP Ln Ln M 5 Ln Ln 0 0 U3 M O M 0 0 0 N .o U a Connect into Exist. 8" Reuse Water Main ® Valve Stubout mI� v o Exist. 12" PVC Water Main j Connect into Exist. Water Main Const. 8" PVC (C900) Water Main 1 Exist. San, Manhole Clarke Road Top In v. v. 91.60 82.92 64 i Exist. 8" PVC San. Stubout /n v. 83.20 20' Utility Easement Connect into Exist. San. Stubout 5' Bend `-10' ode 6" Stabilized Subgrade A ....(to be Sodded f 45' Bend ! onQ . toga ton a er Wafer Service Notes: w/ Backflow Preventer (To.) Sewer Service /1. All gravity sewer pipe shall be 8" PVC (SDR 35) unless / otherwise noted Const. 6" Gate Valve (T)P') ( / 2. All oravity sewer Dine shall have a min. slope of 0.28% 20' Drainage Easement ( / 8 Tee w/ ------ - ---..... I Gate Valves - - - - FDBP Water Squundon I I I (1) Horizontal Separation Between Underground WaterMmns and Sanitary ar Storm, Wastewater or 5toimwaterForce Mains, Reclaimed Water Pipelines, and On -Sit Sewage RestmentandDisposal Systems. - I I (a) New or relocated, underground water mains shall be laid to provide a horizontal distance of at least three feet between the outside of the water 98 99 100 main and the outside -F--- Q-7existin d t Const. 6" PVC (C900) Fire Line Service (T)p., to Each Building) gorpropose a arm sewer, stmmwaterforcemum, orprpelme conveymgreclaimed waterregdated under Part 84 85 86 87 88 89 90 9 9 93 94 95 96 Const. 420 LF 4" PVC (C900) IIIofChapter62-610,F.A.C. Force Main (3' Min. Cover) (b) New orrelocate4 underground water mains shall be laid to provide a horizontal distance ofat least three feet and preferably ten feel; between the outside of the water main and the outside ofany existing orproposed vacurmr-type sanitary sewer. 83 cn ' (c) New or reloearec>; underground watt mains shall be laid to provide a horizontal distance ofat least six fee; and preferably ten feet; between the outside of the watermain and the outside ofany existing orproposed gravity-orpressure-type saaitarysewer, wastwatrforee nista, or 3 ' ' veymg gulatd underfart lff ofChapter 62-610, F.A.C. The minimum horizontal separation distance between pipeline con reclaimed waternotre 82 :' 4 . watermains and gravity -type sanitary sewers shall be reduced to three feet where the bottom of the watermain is laid atleast six inches above the ?' ' L (^'^ r . I top of the sewer. „ �� (d) New orrelocated, underground water ma shall be laid to provide horizontal distance ofat least tar feet between the outside of the water J 81 " "Street s s -s - I Tract 0 main and all ofan existing or sed on -sit sews treatment and d' P Y � propo Sewage iw sal system" as defined in Section 381.0065(2), F.S., and Rule a 64E-6.002, F.A.C. K o "C" Street i (2) Vertical Separation Between Underground WaterMains and Sari or Storm Sew W J ' 80 8" Tee w/ Watermpelines. astewaterorStomrwaterForce Mains, and Reclaimed 1 FH ( Gate Valves (a) New orrelocat4 underground watrmains crossing any existing orproposedgravity-or-vacuum-type sanitary sewer orstorm sewershall be 3 J 79 laid so the outside ofthe watermain is at least six inches, and preferably 12 inches, above or at least 12 inches below the outside ofthe other M1 Jcupipeline. However, itis preferable to lay the watermain above the otherpipo ne 101 J (b) New orrelocate4 underground water mains crossing any existing orproposed pressure-type sanitary sewer, wastewater or stormwarer force J main, orpipeline conveAg.rmlaimed water shall be laid so the outside ofthe watermain is at least 12 inches above or below the outside of the otherpipeline. However, itis preferable to lay the watermain above the otherpipeline. 150 149 148 147 146 145 144 143 142 141 140139 102 ( 1 (c) At the utilitycrossing descnl-ed m paragraphs (a) and (b) above, one fulllength of watermainpipe shall be centered above or below the otherpipeline so the water main joints are at least three feetfrom all joints in vacuum -type sanitary sewers storm sewers, stormwaterforce maing / / orp4whnes conveymgreclarmed watrregdated underPartiff of Chapter 62-610, RA -C., and atleast six feetfrom all joints in gravity -or / 78 103 ' Const. Lift Station,rmsure. sari s p type Lary ewers, wastwaterforcemams, orpipelines conveymgreclaimed waternotregdatd underpart 111 of Chapter 62-610, / - (See Detail) FA.C. a3 / 77 104 ' (3) Separation Between WaterMains and SanitaryorStarm SewerManholes. (a) No watermain shall pass through, or come into contact witlh any part ofa sanitary sewermanhole. IrT 72 (b) Effective August28, 2003, water mams shall not be constructed oraltered to pass through, or come into contact witty anypart of to FH sewer manhole or inlet structure. Where itis not tachnicallyfeasible or economically sensible to comply with this requirement (i.e., wbam there is 105 a conilictin tberouting ofa watermain anda storm sewer and where altmative mu s ® feamble or is not cep ti requirement equthe watermain ore ent shall allow construction of / 75 / 151 _ 10 6 ' conflictmanholes)m seweris not taahuicaUy e bunt ssuu p ens of water arpe proposi ag to construct cou&ct this ubolrr es must fust obtain a speci6epermit from the Departmentm accordance with Part Vof this chapterandmust rovidein the / 0 p preliminary design report or drawings, specifications, and design 74 data accompanying therrpermitapDlication the following mformation: / 152 138 - 1. Technical oreconomicjushScationforeachconNotmanhole. ' 2. A statement idenofymg the partyiesponsible formm amwg each conflict manhole. f / 73 °V 153 13 7 3. Assurance ofcompliance with the design and construction requirements in sub-subparagrapbs a. through d. below. a. Each watermain passing through a conflict manhole shall have a flexible, watrfigbt joint on each side of the manhole to accommodate / I 9 dii%rential settlmgbetween themam and themanhole. =c 107 b. Within each conflict manhole, the watermain passing through the manhole shall be installed in a watertight casing pipe bavin high g � strength (i.e., having an impact sftngth at least equal to that of0_25-inch-thick ductile kon pipe). c Each coaflictmauhole shall ba d p ve an access opening, an shall be srzed, w allowfor easy cleaning of the manhole. / d Gratin shall be installed at all storm sewerrdets erpslream ofeach co07 ctmanhole o prevent large objects from entering the manhole. `• 55 135 108 t 72 , : (4) Separation Between Fire Hydrant Drains and Sanitary ofStorm Sewers, Wastewater or StormwaterForce Mains, Reclaimed WaterPipelines, / J and On -Sit Sewage Treatment and Disposal Systems. New orrelocated free hydrants with underground drains shall be located so that the drains 8"G. V V� ,' ' 156 ,: '' 109 ' are atlesst three feet from any existing orproposed storm sewer, stormwatr force main, orpipelmo conveymgreclaimed waterregdated under 71 8" Tee / / J y Part III of Chapter 62-610, F.A.C.; at least three feet, and preferably ten feet; from any oristmg or proposed vacuum type sanitary sewer; at least /134 110 ' six feet; and preferably ten feet, from any existing or proposed graw0t 0rpressure-type sanitary sewer, wastewater force maim or pipeline 70 �ti conveymgreclaimed waternotregdated underPartlll ofnapter 62-610, F.A.C.; and atleast ten feet from any existing orproposed "on-site `. sewage treatment and disposal system"as deffnedin Section 381.0065(2), F.S., and Rule 64E-6.002, F.A.C. 69 .; y / 133 s� 111 157 8" Tee w/ / / / 68 158 132 112 f Gate Valves �� 8" G. V / ' LEGEND / t 67 159 113 131 ' Existing Contours � � 160 130 114 I Lot Number 12 4 j 8" Plug �A t 161 129 115Direction of Flow Existing Grade ,� 19.3 162 116 Go J Proposed Grade Const. 8 Gate Valve &2" Blowoff Valve ���®® `' j Proposed Pavement Const. 6" Gate Valve �/ / 128 J Storm Structure ■ Const. 2" Irrigation Meter _ poi®®`� FH � 127 ,.. 117 � Sewer Lateral � g �® 118 T WaterDoubleSeevice wer Lat. r- 8Cross w/ w/ Backflow Preventer � . I 126 i r � • '• I +� aC � Water Nofes; Double Water Ser. " ® Gate Valves 125 , 119 I 1. All Water Mains Shall be 8" PVC (C900) 124 Main 8" 1/1/ C 124 120 f Unless Otherwise Noted M Sanitary Sewer S 0 121 /All Stormpipe co � - 123 / 2. Feet t Behind Edge Shallt. 4 s ��-, , / Fire Hydrant �--� 163 164 165 166 167 168 D 122 - - - _ T _ - - - _ _ ..� 3. All Water Services Shall Have a ao �* FH / D /- 3/4 Backflow Preven tor. Storm Inlet i s ®.. , Con cre to a ®' '/ Plan & Pro file Sheet , \ �� Soil Type DQ T S � "A" Street Const. 8" PVC (C900) /� Gate Valve Soils Boring -*AB-1 Water Main .: �.. / Water Blowoff Q Con s er va tion Line ,--+-�--'' 700 Year Flood DATE REVISION NAME CHECKED Engineering JOB N0.2/21/05 City/SJRWMD Comments JAS RAJ Overall UtilityPlan June Consultants, Inc. 71 E. Church Street Orlando, Florida 32801 D�-0355 �/1s/o5 City Comments JAS RAJ C �#00008507SHEET Certificate of Authorization ' 9/16/05 City Comments JAS RAJ Ph. 407-839-6000 Fax 407-839-6020 10/5/05 DRC Comments JAS Prairie L ahe Reserve DRAWN BY: DATE CHECKED BY: DATE SCALE 5G CLK 11/3/04 RAJ 11/3/04 10, = 50' OF 16 Sanitary Manholes Sanitary Sewer Piping Manhole Top D. In v. El. Pipe Run Pipe Size Pipe Material Length (ft) Slope (9) A to B 8" PVC 50 0.28 B to C 8" PVC 378 0.28 C to D 8" PVC 46 0.28 D to E 8" PVC 188 2.79 E to F 8" PVC 50 0.34 F to G 8" PVC 205 0.28 G to H 8" PVC 248 0.28 H to l 8" PVC 282 1.36 l to J 8" PVC 240 3.96 J to K 8" PVC 240 1.67 K to L 8" PVC I 310 1.71 L to M 8" PVC 90 1.83 M to Lift Station 8" PVC (SDR21) 10 1.00 0 to L 8" PVC 108 0.50 P to 0 8" PVC 90 0.32 Q to P 8" PVC 190 0.87 R to Q 8" PVC 160 2.99 S to R 8" PVC 42 5.24 T to S 8" PVC 172 3 72 L to N 8" PVC 124 0.28 N to -U 8" PVC 60 0.28 U to V 8" PVC 212 0.28 V to W 8" PVC 310 1.00 W to X 8" PVC 20 1.00 onQ . toga ton a er Wafer Service Notes: w/ Backflow Preventer (To.) Sewer Service /1. All gravity sewer pipe shall be 8" PVC (SDR 35) unless / otherwise noted Const. 6" Gate Valve (T)P') ( / 2. All oravity sewer Dine shall have a min. slope of 0.28% 20' Drainage Easement ( / 8 Tee w/ ------ - ---..... I Gate Valves - - - - FDBP Water Squundon I I I (1) Horizontal Separation Between Underground WaterMmns and Sanitary ar Storm, Wastewater or 5toimwaterForce Mains, Reclaimed Water Pipelines, and On -Sit Sewage RestmentandDisposal Systems. - I I (a) New or relocated, underground water mains shall be laid to provide a horizontal distance of at least three feet between the outside of the water 98 99 100 main and the outside -F--- Q-7existin d t Const. 6" PVC (C900) Fire Line Service (T)p., to Each Building) gorpropose a arm sewer, stmmwaterforcemum, orprpelme conveymgreclaimed waterregdated under Part 84 85 86 87 88 89 90 9 9 93 94 95 96 Const. 420 LF 4" PVC (C900) IIIofChapter62-610,F.A.C. Force Main (3' Min. Cover) (b) New orrelocate4 underground water mains shall be laid to provide a horizontal distance ofat least three feet and preferably ten feel; between the outside of the water main and the outside ofany existing orproposed vacurmr-type sanitary sewer. 83 cn ' (c) New or reloearec>; underground watt mains shall be laid to provide a horizontal distance ofat least six fee; and preferably ten feet; between the outside of the watermain and the outside ofany existing orproposed gravity-orpressure-type saaitarysewer, wastwatrforee nista, or 3 ' ' veymg gulatd underfart lff ofChapter 62-610, F.A.C. The minimum horizontal separation distance between pipeline con reclaimed waternotre 82 :' 4 . watermains and gravity -type sanitary sewers shall be reduced to three feet where the bottom of the watermain is laid atleast six inches above the ?' ' L (^'^ r . I top of the sewer. „ �� (d) New orrelocated, underground water ma shall be laid to provide horizontal distance ofat least tar feet between the outside of the water J 81 " "Street s s -s - I Tract 0 main and all ofan existing or sed on -sit sews treatment and d' P Y � propo Sewage iw sal system" as defined in Section 381.0065(2), F.S., and Rule a 64E-6.002, F.A.C. K o "C" Street i (2) Vertical Separation Between Underground WaterMains and Sari or Storm Sew W J ' 80 8" Tee w/ Watermpelines. astewaterorStomrwaterForce Mains, and Reclaimed 1 FH ( Gate Valves (a) New orrelocat4 underground watrmains crossing any existing orproposedgravity-or-vacuum-type sanitary sewer orstorm sewershall be 3 J 79 laid so the outside ofthe watermain is at least six inches, and preferably 12 inches, above or at least 12 inches below the outside ofthe other M1 Jcupipeline. However, itis preferable to lay the watermain above the otherpipo ne 101 J (b) New orrelocate4 underground water mains crossing any existing orproposed pressure-type sanitary sewer, wastewater or stormwarer force J main, orpipeline conveAg.rmlaimed water shall be laid so the outside ofthe watermain is at least 12 inches above or below the outside of the otherpipeline. However, itis preferable to lay the watermain above the otherpipeline. 150 149 148 147 146 145 144 143 142 141 140139 102 ( 1 (c) At the utilitycrossing descnl-ed m paragraphs (a) and (b) above, one fulllength of watermainpipe shall be centered above or below the otherpipeline so the water main joints are at least three feetfrom all joints in vacuum -type sanitary sewers storm sewers, stormwaterforce maing / / orp4whnes conveymgreclarmed watrregdated underPartiff of Chapter 62-610, RA -C., and atleast six feetfrom all joints in gravity -or / 78 103 ' Const. Lift Station,rmsure. sari s p type Lary ewers, wastwaterforcemams, orpipelines conveymgreclaimed waternotregdatd underpart 111 of Chapter 62-610, / - (See Detail) FA.C. a3 / 77 104 ' (3) Separation Between WaterMains and SanitaryorStarm SewerManholes. (a) No watermain shall pass through, or come into contact witlh any part ofa sanitary sewermanhole. IrT 72 (b) Effective August28, 2003, water mams shall not be constructed oraltered to pass through, or come into contact witty anypart of to FH sewer manhole or inlet structure. Where itis not tachnicallyfeasible or economically sensible to comply with this requirement (i.e., wbam there is 105 a conilictin tberouting ofa watermain anda storm sewer and where altmative mu s ® feamble or is not cep ti requirement equthe watermain ore ent shall allow construction of / 75 / 151 _ 10 6 ' conflictmanholes)m seweris not taahuicaUy e bunt ssuu p ens of water arpe proposi ag to construct cou&ct this ubolrr es must fust obtain a speci6epermit from the Departmentm accordance with Part Vof this chapterandmust rovidein the / 0 p preliminary design report or drawings, specifications, and design 74 data accompanying therrpermitapDlication the following mformation: / 152 138 - 1. Technical oreconomicjushScationforeachconNotmanhole. ' 2. A statement idenofymg the partyiesponsible formm amwg each conflict manhole. f / 73 °V 153 13 7 3. Assurance ofcompliance with the design and construction requirements in sub-subparagrapbs a. through d. below. a. Each watermain passing through a conflict manhole shall have a flexible, watrfigbt joint on each side of the manhole to accommodate / I 9 dii%rential settlmgbetween themam and themanhole. =c 107 b. Within each conflict manhole, the watermain passing through the manhole shall be installed in a watertight casing pipe bavin high g � strength (i.e., having an impact sftngth at least equal to that of0_25-inch-thick ductile kon pipe). c Each coaflictmauhole shall ba d p ve an access opening, an shall be srzed, w allowfor easy cleaning of the manhole. / d Gratin shall be installed at all storm sewerrdets erpslream ofeach co07 ctmanhole o prevent large objects from entering the manhole. `• 55 135 108 t 72 , : (4) Separation Between Fire Hydrant Drains and Sanitary ofStorm Sewers, Wastewater or StormwaterForce Mains, Reclaimed WaterPipelines, / J and On -Sit Sewage Treatment and Disposal Systems. New orrelocated free hydrants with underground drains shall be located so that the drains 8"G. V V� ,' ' 156 ,: '' 109 ' are atlesst three feet from any existing orproposed storm sewer, stormwatr force main, orpipelmo conveymgreclaimed waterregdated under 71 8" Tee / / J y Part III of Chapter 62-610, F.A.C.; at least three feet, and preferably ten feet; from any oristmg or proposed vacuum type sanitary sewer; at least /134 110 ' six feet; and preferably ten feet, from any existing or proposed graw0t 0rpressure-type sanitary sewer, wastewater force maim or pipeline 70 �ti conveymgreclaimed waternotregdated underPartlll ofnapter 62-610, F.A.C.; and atleast ten feet from any existing orproposed "on-site `. sewage treatment and disposal system"as deffnedin Section 381.0065(2), F.S., and Rule 64E-6.002, F.A.C. 69 .; y / 133 s� 111 157 8" Tee w/ / / / 68 158 132 112 f Gate Valves �� 8" G. V / ' LEGEND / t 67 159 113 131 ' Existing Contours � � 160 130 114 I Lot Number 12 4 j 8" Plug �A t 161 129 115Direction of Flow Existing Grade ,� 19.3 162 116 Go J Proposed Grade Const. 8 Gate Valve &2" Blowoff Valve ���®® `' j Proposed Pavement Const. 6" Gate Valve �/ / 128 J Storm Structure ■ Const. 2" Irrigation Meter _ poi®®`� FH � 127 ,.. 117 � Sewer Lateral � g �® 118 T WaterDoubleSeevice wer Lat. r- 8Cross w/ w/ Backflow Preventer � . I 126 i r � • '• I +� aC � Water Nofes; Double Water Ser. " ® Gate Valves 125 , 119 I 1. All Water Mains Shall be 8" PVC (C900) 124 Main 8" 1/1/ C 124 120 f Unless Otherwise Noted M Sanitary Sewer S 0 121 /All Stormpipe co � - 123 / 2. Feet t Behind Edge Shallt. 4 s ��-, , / Fire Hydrant �--� 163 164 165 166 167 168 D 122 - - - _ T _ - - - _ _ ..� 3. All Water Services Shall Have a ao �* FH / D /- 3/4 Backflow Preven tor. Storm Inlet i s ®.. , Con cre to a ®' '/ Plan & Pro file Sheet , \ �� Soil Type DQ T S � "A" Street Const. 8" PVC (C900) /� Gate Valve Soils Boring -*AB-1 Water Main .: �.. / Water Blowoff Q Con s er va tion Line ,--+-�--'' 700 Year Flood DATE REVISION NAME CHECKED Engineering JOB N0.2/21/05 City/SJRWMD Comments JAS RAJ Overall UtilityPlan June Consultants, Inc. 71 E. Church Street Orlando, Florida 32801 D�-0355 �/1s/o5 City Comments JAS RAJ C �#00008507SHEET Certificate of Authorization ' 9/16/05 City Comments JAS RAJ Ph. 407-839-6000 Fax 407-839-6020 10/5/05 DRC Comments JAS Prairie L ahe Reserve DRAWN BY: DATE CHECKED BY: DATE SCALE 5G CLK 11/3/04 RAJ 11/3/04 10, = 50' OF 16 Sanitary Manholes Manhole Top D. In v. El. A 123.38 118.38 B 124.60 118.24 C 12358 117.18 D 122.58 117.05 E 116.80 111.80 F 116.63 111.63 G 117.27 111.05 H 117.00 110.35 l 113.40 106.50 J 102.00 97.00 K 98.00 93.00 L 93 64 87.75 M 93.25 86.10 0 93.28 88.28 P 93.57 88.57 Q 95.22 90.22 R 100.00 95.00 S 102.20 97.20 T 108.60 103.60 onQ . toga ton a er Wafer Service Notes: w/ Backflow Preventer (To.) Sewer Service /1. All gravity sewer pipe shall be 8" PVC (SDR 35) unless / otherwise noted Const. 6" Gate Valve (T)P') ( / 2. All oravity sewer Dine shall have a min. slope of 0.28% 20' Drainage Easement ( / 8 Tee w/ ------ - ---..... I Gate Valves - - - - FDBP Water Squundon I I I (1) Horizontal Separation Between Underground WaterMmns and Sanitary ar Storm, Wastewater or 5toimwaterForce Mains, Reclaimed Water Pipelines, and On -Sit Sewage RestmentandDisposal Systems. - I I (a) New or relocated, underground water mains shall be laid to provide a horizontal distance of at least three feet between the outside of the water 98 99 100 main and the outside -F--- Q-7existin d t Const. 6" PVC (C900) Fire Line Service (T)p., to Each Building) gorpropose a arm sewer, stmmwaterforcemum, orprpelme conveymgreclaimed waterregdated under Part 84 85 86 87 88 89 90 9 9 93 94 95 96 Const. 420 LF 4" PVC (C900) IIIofChapter62-610,F.A.C. Force Main (3' Min. Cover) (b) New orrelocate4 underground water mains shall be laid to provide a horizontal distance ofat least three feet and preferably ten feel; between the outside of the water main and the outside ofany existing orproposed vacurmr-type sanitary sewer. 83 cn ' (c) New or reloearec>; underground watt mains shall be laid to provide a horizontal distance ofat least six fee; and preferably ten feet; between the outside of the watermain and the outside ofany existing orproposed gravity-orpressure-type saaitarysewer, wastwatrforee nista, or 3 ' ' veymg gulatd underfart lff ofChapter 62-610, F.A.C. The minimum horizontal separation distance between pipeline con reclaimed waternotre 82 :' 4 . watermains and gravity -type sanitary sewers shall be reduced to three feet where the bottom of the watermain is laid atleast six inches above the ?' ' L (^'^ r . I top of the sewer. „ �� (d) New orrelocated, underground water ma shall be laid to provide horizontal distance ofat least tar feet between the outside of the water J 81 " "Street s s -s - I Tract 0 main and all ofan existing or sed on -sit sews treatment and d' P Y � propo Sewage iw sal system" as defined in Section 381.0065(2), F.S., and Rule a 64E-6.002, F.A.C. K o "C" Street i (2) Vertical Separation Between Underground WaterMains and Sari or Storm Sew W J ' 80 8" Tee w/ Watermpelines. astewaterorStomrwaterForce Mains, and Reclaimed 1 FH ( Gate Valves (a) New orrelocat4 underground watrmains crossing any existing orproposedgravity-or-vacuum-type sanitary sewer orstorm sewershall be 3 J 79 laid so the outside ofthe watermain is at least six inches, and preferably 12 inches, above or at least 12 inches below the outside ofthe other M1 Jcupipeline. However, itis preferable to lay the watermain above the otherpipo ne 101 J (b) New orrelocate4 underground water mains crossing any existing orproposed pressure-type sanitary sewer, wastewater or stormwarer force J main, orpipeline conveAg.rmlaimed water shall be laid so the outside ofthe watermain is at least 12 inches above or below the outside of the otherpipeline. However, itis preferable to lay the watermain above the otherpipeline. 150 149 148 147 146 145 144 143 142 141 140139 102 ( 1 (c) At the utilitycrossing descnl-ed m paragraphs (a) and (b) above, one fulllength of watermainpipe shall be centered above or below the otherpipeline so the water main joints are at least three feetfrom all joints in vacuum -type sanitary sewers storm sewers, stormwaterforce maing / / orp4whnes conveymgreclarmed watrregdated underPartiff of Chapter 62-610, RA -C., and atleast six feetfrom all joints in gravity -or / 78 103 ' Const. Lift Station,rmsure. sari s p type Lary ewers, wastwaterforcemams, orpipelines conveymgreclaimed waternotregdatd underpart 111 of Chapter 62-610, / - (See Detail) FA.C. a3 / 77 104 ' (3) Separation Between WaterMains and SanitaryorStarm SewerManholes. (a) No watermain shall pass through, or come into contact witlh any part ofa sanitary sewermanhole. IrT 72 (b) Effective August28, 2003, water mams shall not be constructed oraltered to pass through, or come into contact witty anypart of to FH sewer manhole or inlet structure. Where itis not tachnicallyfeasible or economically sensible to comply with this requirement (i.e., wbam there is 105 a conilictin tberouting ofa watermain anda storm sewer and where altmative mu s ® feamble or is not cep ti requirement equthe watermain ore ent shall allow construction of / 75 / 151 _ 10 6 ' conflictmanholes)m seweris not taahuicaUy e bunt ssuu p ens of water arpe proposi ag to construct cou&ct this ubolrr es must fust obtain a speci6epermit from the Departmentm accordance with Part Vof this chapterandmust rovidein the / 0 p preliminary design report or drawings, specifications, and design 74 data accompanying therrpermitapDlication the following mformation: / 152 138 - 1. Technical oreconomicjushScationforeachconNotmanhole. ' 2. A statement idenofymg the partyiesponsible formm amwg each conflict manhole. f / 73 °V 153 13 7 3. Assurance ofcompliance with the design and construction requirements in sub-subparagrapbs a. through d. below. a. Each watermain passing through a conflict manhole shall have a flexible, watrfigbt joint on each side of the manhole to accommodate / I 9 dii%rential settlmgbetween themam and themanhole. =c 107 b. Within each conflict manhole, the watermain passing through the manhole shall be installed in a watertight casing pipe bavin high g � strength (i.e., having an impact sftngth at least equal to that of0_25-inch-thick ductile kon pipe). c Each coaflictmauhole shall ba d p ve an access opening, an shall be srzed, w allowfor easy cleaning of the manhole. / d Gratin shall be installed at all storm sewerrdets erpslream ofeach co07 ctmanhole o prevent large objects from entering the manhole. `• 55 135 108 t 72 , : (4) Separation Between Fire Hydrant Drains and Sanitary ofStorm Sewers, Wastewater or StormwaterForce Mains, Reclaimed WaterPipelines, / J and On -Sit Sewage Treatment and Disposal Systems. New orrelocated free hydrants with underground drains shall be located so that the drains 8"G. V V� ,' ' 156 ,: '' 109 ' are atlesst three feet from any existing orproposed storm sewer, stormwatr force main, orpipelmo conveymgreclaimed waterregdated under 71 8" Tee / / J y Part III of Chapter 62-610, F.A.C.; at least three feet, and preferably ten feet; from any oristmg or proposed vacuum type sanitary sewer; at least /134 110 ' six feet; and preferably ten feet, from any existing or proposed graw0t 0rpressure-type sanitary sewer, wastewater force maim or pipeline 70 �ti conveymgreclaimed waternotregdated underPartlll ofnapter 62-610, F.A.C.; and atleast ten feet from any existing orproposed "on-site `. sewage treatment and disposal system"as deffnedin Section 381.0065(2), F.S., and Rule 64E-6.002, F.A.C. 69 .; y / 133 s� 111 157 8" Tee w/ / / / 68 158 132 112 f Gate Valves �� 8" G. V / ' LEGEND / t 67 159 113 131 ' Existing Contours � � 160 130 114 I Lot Number 12 4 j 8" Plug �A t 161 129 115Direction of Flow Existing Grade ,� 19.3 162 116 Go J Proposed Grade Const. 8 Gate Valve &2" Blowoff Valve ���®® `' j Proposed Pavement Const. 6" Gate Valve �/ / 128 J Storm Structure ■ Const. 2" Irrigation Meter _ poi®®`� FH � 127 ,.. 117 � Sewer Lateral � g �® 118 T WaterDoubleSeevice wer Lat. r- 8Cross w/ w/ Backflow Preventer � . I 126 i r � • '• I +� aC � Water Nofes; Double Water Ser. " ® Gate Valves 125 , 119 I 1. All Water Mains Shall be 8" PVC (C900) 124 Main 8" 1/1/ C 124 120 f Unless Otherwise Noted M Sanitary Sewer S 0 121 /All Stormpipe co � - 123 / 2. Feet t Behind Edge Shallt. 4 s ��-, , / Fire Hydrant �--� 163 164 165 166 167 168 D 122 - - - _ T _ - - - _ _ ..� 3. All Water Services Shall Have a ao �* FH / D /- 3/4 Backflow Preven tor. Storm Inlet i s ®.. , Con cre to a ®' '/ Plan & Pro file Sheet , \ �� Soil Type DQ T S � "A" Street Const. 8" PVC (C900) /� Gate Valve Soils Boring -*AB-1 Water Main .: �.. / Water Blowoff Q Con s er va tion Line ,--+-�--'' 700 Year Flood DATE REVISION NAME CHECKED Engineering JOB N0.2/21/05 City/SJRWMD Comments JAS RAJ Overall UtilityPlan June Consultants, Inc. 71 E. Church Street Orlando, Florida 32801 D�-0355 �/1s/o5 City Comments JAS RAJ C �#00008507SHEET Certificate of Authorization ' 9/16/05 City Comments JAS RAJ Ph. 407-839-6000 Fax 407-839-6020 10/5/05 DRC Comments JAS Prairie L ahe Reserve DRAWN BY: DATE CHECKED BY: DATE SCALE 5G CLK 11/3/04 RAJ 11/3/04 10, = 50' OF 16 C- 2 A I I If -SW I bm y Home Owners Association y Home Owners Association c Maintained by City of Ocoee ement, Open Space, Association Owned and Maintained by City of Ocoee Owned and Maintained by Home Owners Association s, Owned and Maintained by Home Owners Association y Home Owners Association ,7d Maintained by City of Ocoee l by Home Owners Association s, Owned and Maintained by Home Owners Association s, Owned and Maintained by Home Owners Association ,s, Owned and Maintained by Home Owners Association and Maintained by City of Ocoee NO. DESCRIPTION 154 AK 28" —_ 0 OAK _ 3 8 0 OAK 4 0 OAK 5 20' 0 OAK 160 163 0 AK 7 15" 0 OAK 8 8 0 OAK 166 1 7 0 OAK 10 8 0 OAK 170 AK 12 13 16" 0 OAK 10 0 OAK 14 9 0 OAK 15 9" 0 OAK 174 0 OAK 17 9" 0 OAK 18 10 0 OAK 1 0 OAK 20 16" 0 OAK 1 0 OAK 22 8" 0 OAK 23 12 0 OAK 24 28" 0 OAK 25 15" 0 PINE 186 0 27 14" 0 OAK 28 16 0 OAK 29 20- 0 OAK 30 30" 0 OAK 191 0 PIN 32 1 14" 0 PINE 33 1 18 0 PIN 194 1 0 OAK 35 1 32" 0 OAK 196 1 AK 37 10" 0 OAK 38 10 0 OAK 39 140 AK 40 16" 0 OAK 41 1 0 OAK 42 12" 0 PINE 43 15 0 PINE 44 1 0 OAK 45 12" 0 OAK 4 0 OAK 47 9" 0 OAK 48 9 0 OAK 4 1 0 AK 50 8" 0 OAK 1 0 OAK 52 10" 0 OAK 53 8 0 OAK 54 10 0 OAK 55 9" 0 OAK 17 1 OAK K57 57 -- 20" 0 OAK 58 9 0 OAK 59 i 1 0 TRIPLE OAK 60 1 12.10.& 6" 0 TRIPLE OAK 0 OAK 62 22" 0 OAK 63 9 0 OAK 225 1 0 OAK 65 10" 0 OAK 66 1 0 OAK 67 9" 0 OAK 687 71 10 0 OAK CLUSTER 0 AK 72 9" 0 OAK 7 10 0 A 74 8" 0 OAK 75 10 0 OAK 7 0 OAK 77 9 0 OAK 7 9 0 AK 79 8" 0 OAK 80 0 OAK 245 19"F0 A 82 9 OAK 93 1 84 8"0 OAK 85 10 0 OAK 250 0 OAK 87 9" 0 OAK 252 0 OAK 89 8" 0 OAK 90 1 9.8.& 7 0 TRIPLE OAK t A 92 12" 0 OAK 93 1 0 94 10 0 OAK 95 8 0 OAK 259 AK 97 9" 0 OAK 98 1 0 A 99 8" 0 OAK 100 10 0 OAK 1 0 AK 102 8" 0 OAK 1 4 0 A 104 10" 0 OAK 105 10.8.4.& 4 0 QUAD OAK 106 14.12.& -IP AK 107 1011 -8 18.16A 14 0 TRIPLE OAK 1 K 109 10" 0 OAK 110 10 0 OAK 111 0 TWIN OAK 112 12 & 10 0 TWIN OAK 113 1 0 OAK 114 10 0 OAK 115 10 0 OAK 11 6 0 TRIPLE OAK 117 1 10" 0 OAK 11 0 OAK 119 8" 0 OAK 120 8 0 OAK 121 0 OAK 122 8" 0 OAK 123 1 0 OAK 124 10" 0 OAK 125 10" 0 OAK 1 0 TWIN OAK 127 8" 0 OAK 1 8 0 OAK 129 10" 0 OAK 130 10 0 OAK 1 1 10 & 1 AK 132 16" 0 OAK 1 1"'AK 134 10 0 OAK 135 10 & 10 0 TWIN OAK 136 1 14 0 OAK 137 1 22 0 OAK 138 1 139 1 A 8 0 OAK 140 18 0 OAK 141 2e 0 OAK 142 10" 0 OAK 143 144 10 AK 10 0 OAK 145 10 & 10 0 TWIN OAK 1461162.'120 t AK 147 12 120 6 & 8 0 QUAD OAK 148 14 0 OAK 149 150 9.6.& 4" 0 TRIPLE OAK 16 0 OAK 151 886 0 QUAD OAK 152 10" 0 OAK 464 1 K NO. DESCRIPTION 154 AK 156 10 0 OAK 157 20 0 OAK 158 10 & 16 TWIN OAK 159 14 & 14 TWIN OAK 160 163 24"A 10 0 OAK 164 10 0 OAK 165 14 & 14 0 TWIN OAK 166 1 7 12.6.& 4 0 TRIPLE OAK 0 A 168 169 8.4.& 4" 0 TRIPLE OAK 12 0 OAK 170 12 0 OAK 171 12 0 OAK 17 12 0 OA 173 10 k-10-4% TWIN OAK 174 10 0 OAK 175 10 & 10 0 TWIN OAK 176 6& 6 0 TWIN OAK 177 178 1 10 0 OAK 8' 0 OAK 179 1 10 0 OAK 180 1 10 0 OAK 181 1 12 0 OAK 182 1 183 10 0 OAK 14' 0 OAK 184 8 0 OAK 185 141414 & 8 0 QUAD OAK 186 i6 0 OAK 7 12 m 188 O0AK 16" 0 AK 189 10 & 6 0 THAN OAK 190 10 0 OAK 191 9 0 OAK 192 1 10.6.6. & 4 m QUAD OAK 193 36" 0 OAK 194 1 20 0 PINE 195 1 8 0 OAK 196 1 8 0 OAK 1971 8& 8 0 TWIN OAK 198 8" 0 OAK 199 1 10 0 OAK 2001 12.12.12.& 12 0 UAD OAK 201 1 202 1 10.10.6.6.& 6 0 FIVE OAK 12 0 OAK 203 10" 0 OAK 204 I 10 0 OAK 205 20 0 PINE 206 16 0 OAK 07 16 0 OAK 208 16 & 12" 0 TWIN OAK 20926 0 OAK 210 26 & 26 0 TWIN OAK 211 10 & 10 0 TWIN OAK -8 ?12 16.16.12,12.& 8 0 FIVE OAK 213 40" 0 OAK 214 16.14.14.& 10 0 QUAD OAK 215 12 & 12 0 TWIN OAK 216 1 8 0 OAK 17 1 16 0 OAK 218 14" 0 OAK 219 1 16 0 OAK 220 10 0 OAK 221 B& 8 0 TWIN OAK 525 24.16.12.6.& 6 0 FIVE OAK 223 224 12.6.& 3 0 TRIPLE OAK 8 0 OAK 225 20 & 8 0 TWIN OAK 226 16 12 12 & 6 0 QUAD OAK 7 10 & 10 0 TWIN OAK 228 10.6. & 3' 0 TRIPLE OAK 229 230 12.10.& 6 0 TRIPLE OAK 10 0 OAK 231 B 0 OAK 233 16 0 OAK 10 0 OAK 238 10 0 OAK 239 14 & 12 0 TWIN OAK 240 14.12.10.& 10 0 UAD OAK 41 8 & 8 0 THAN OAK 242 12 12 12 & 10 UAD OAK 243 16.12.& 12 0 TRIPLE OAK 244 16.14,12,& 6 0 QUAD OAK 245 20 0 OAK 246 30 0 OAK 247 8" 0 OAK 248 10 0 PINE 249 12 0 OAK 250 12 0 PINE i 8 & 6 0 TWIN OAK 252 16" 0 OAK 253 i6 0 OAK 254 16 0 OAK 255 2 Or"0 PINE 755 16 0 OAK 257 22" 0 OAK 258 16 0 OAK 259 14 0 PINE 260 12 0 PINE 261 18 0 PINE 262 12" 0 PINE 263 20 0 PINE 254 12 0 OAK 265 1 10 0 PINE 2615 1 18 0 PINE 267 10" 0 PINE 268 14 0 PINE 269 16 0 OAK 270 12 0 PINE 71 14 0 PINE 272 12" 0 PINE 273 12 0 PINE 274 1 16 0 OAK 275 14 0 PINE 2761 14 0 PINE 277 12" 0 PINE 278 16 0 OAK 279 18 0 PINE 280 12 0 PINE 1 10 0 PINE 282 16" 0 OAK 283 100 PINE 284 12 0 PINE 285 10 0 PINE 43730 40 0 OAK 287 48" 0 0AK 288 40 0 OAK 290 14 0 OAK 291 12 0 OAK 292 16 0 OAK 293 12" 0 OAK 294 12 0 OAK 295 14 0 OAK 296 14 & 12 0 TWIN OAK 7 12 & 10 0 TWIN OAK 298 8" 0 OAK 299 12 0 OAK 300 14.14.& 12 0 TRIPLE OAK 301 18 i6 14 & 6 0 QUAD OAK 302 16 0 OAK 303 8" 0 OAK 304 10 0 OAK 305 10 0 OAK 306 12 0 OAK 07 18 0 OAK 08 10" 0 OAK 09 18 & 18 0 TWIN OAK !310 12 0 PINE 11 14 0 PINE 1312 i6 0 OAK LEGEND 0 AND ABBREVIATIONS 0 DIAMETER 0150 TREE & TREE NUMBER C1 CURVE NUMBER L1 LINE NUMBER R RADIUS A DELTA L ARC LENGTH R/W RIGHT—OF—WAY NO.1 DESCRIPTION 1 314 1 0 OAK 10 0 OAK 315 1 12 0 OAK 316 1 10 & 8 0 TWIN OAK 317 1 16 0 OAK 318 1 1 0 OAK 319 1 320 14.10.& 10 0 TRIPLE OAK 16 0 OAK 321 16 & 14 0 TWIN OAK 322 14 0 OAK 473 14 0 OAK 324 36 0 OAK 325 20 0 OAK 326 327 14,14A 6 0 TRIPLE OAK 12 0 OAK 328 12 & 80 TWIN OAK 329 34 & 16 0 4N OAK 330 14 0 OAK 331 1 24n 0 OAK 332 16 0 OAK 482 14 0 OAK 334 16 16 10,&L 10" 0 QUAD OAK 335 16 76 & 12 0 TRIPLE OAK 336 10 & 8 0 TWIN OAK 337 12 0 OAK 338 12 0 OAK 339 30 0 OAK 340 10 0 OAK 341 10 0 OAK 342 36 0 OAK 4 10 8 8& 8 0 UAD OAK 344 10" 0 OAK 345 14141010 & 1 0 FIVE AK 345 !§..0 0AK 347 10 & 8 0 TWIN PINE 48 20,18A 12 0 TRIPLE OAK 349 12" 0 PINE 350 14 0 OAK 351 10 0 OAK 352 10 0 OAK ,353 12 & 12 0 TWIN OAK 354 24" 0 OAK 355 16 & 14 0 TWIN OAK 355 18 0 OAK 357 i6 0 OAK 358 14 0 OAK 359 40" 0 OAK 360 20 0 OAK 361 48 0 OAK 362 i6 0 OAK 6 10 0 OAK 354 8" 0 OAK 366 16 0 OAK 367 20.18.16.& 16 0 QUAD OAK 368 12 & 8 0 TWIN OAK 9 12 & 8 0TWIN OAK 370 10 & 6" 0 TWIN OAK 371 10 0 OAK 372 14 0 0AK 522 1010 & 6 0 TRIPLE OAK 20 0 OAK 523 i6 12 & 6" 0 TRIPLE OAK M78 24 0 CAMPHOR 525 38 0 CAMPHOR 526 12 0 CAMPHOR 527 14.12.& 10 0 TRIPLE OAK 380 i6 0 OAK 381 10 & 10 0 TWIN OAK 382 18 0 OAK 383 16,161-611" & 0 QUAD OAK 4 16 & 10 0 TWIN OAK 385 16 & 16" 0 TWIN OAK 385 24 0 OAK 387 18 0 OAK 388 14 0 OAK 3891 18 0 OAK 390 18 0 OAK 391 12 0 OAK 392 24 0 OAK 393 12 0 OAK 543 20 & 16 0 TWIN OAK 395 12 1210 & 10 0 QUAD OAK 396 12 0 OAK 397 16 0 CAMPHOR 398 9 18.18.& 16 TRIPLE OAK 24 0 OAK 400 i6" 0 PALM 40116 0 PALM 402 16 & 6 0 TWIN OAK 403 8 & 4 0 TWIN OAK 4 405 18 0 PALM 14 0 OAK 406 i6 0 OAK 407 10 0 OAK 408 16 & 12 0 TWIN OAK 409 14 0 OAK 410 1 8 & 8 0 TWIN OAK 411 1 10 0 OAK 412 1 20 & 20 0 TWIN OAK 413 1 16.10.& 10 0 TRIPLE OAK 414 18 0 OAK 415 416 24 14 & 14" 0 TRIPLE OAK 12 0 OAK 477 14 0 OAK 418 18 & 16 0 TWIN OAK 47 14 & 10 0 TWIN OAK 420 18" 0 OAK 421 i6 0 OAK 422 24 & 8 TWIN OAK 423 20 0 OAK 424 i6 0 OAK 425 10" 0 OAK 426 12 0 OAK 427 10 & 6 0 TWIN OAK 428 26 0 OAK 4 16 0 TRIPLE OAK 430 _1816t& 10" 0 OAK 431 10 & 10 0 TWIN OAK 432 18 0 PALM 433 10 0 OAK 434 12 0 OAK 435 12" 0 OAK 436 8 0 OAK 43730 0 OAK 438 10 0 OAK 439 24 0 OAK 440 to" m oAK 441 i6 0 PALM 442 8 0 OAK 443 14 0 OAK 444 14 0 OAK 445 24' 0 OAK 446 8 0 OAK 447 10 & 157 0JTRIPLEOAK 448 14.8.& 8 0 449 10 & 10 0 450 12 & 10' 0 451 16 0 OAK 452 12 0 OAK 453 42 0 OAK 7T54- 14 0 OAK 455 12.8.& 8" 0K456 8 0 OAK 457 16 0 OAK 458 16 0 OAK 459 14 0 OAK 460 14 0 OAK 461 16 & 8 0 462 i6 0 OAK 463 i6 & 6 0 464 1 14 0 OAK NO.1 DESCRIPTION 455 1 10 0 OAK 466 1 8' 0 OAK 467 16 0 OAK 468 12 0 OAK 469 12 0 OAK 470 1 0 OAK 471 10" 0 OAK 472 5 & 6 0 TWIN OAK 473 8 0 OAK 474 8 0 OAK 7 0 A 476 8' 0 OAK 477 8 0 OAK 478 10 0 OAK 479 12 0 OAK _T5_0 10 0 OAK 481 22" 0 OAK 482 14 0 OAK 483 14 0 OAK 484 14 0 OAK 485 14 & 14 TWIN OAK 486 16" 0 OAK 487 12 0 OAK 488 10 0 OAK 489 14 0 OAK 49014 0 OAK 491 12 0 OAK 492 12 0 OAK 493 8 & 6 0 TWIN OAK 494 14 0 OAK 495 18 0 OAK 496 16!14 & 12" 0 TRIPLE OAK 497 16 1412.W-10 0 QUAD OAK 498 16 0 OAK 499 18 0 OAK 500 12 0 OAK 501 14 & 10" 0 TWIN OAK 502 i8 0 OAK 503 24 0 OAK 504 8 0 OAK 8 0 OAK 506 16" 0 OAK 507 16& 12 TWIN OAK 508 509 2018 & 10 TRIPLE OAK 8 0 OAK 510 8 0 OAK 511 8' 0 OAK 512 8 m OAK 513 12 & 8 TWIN OAK 514 14 0 OAK 515 18 0 OAK 516 10" 0 OAK 517 10 0 OAK 518 id 0 0AK 519 14 0 OAK 520 10 0 OAK 521 20 & 12' 0 TWIN MAGNOLIA 522 34 0 OAK 523 34 0 OAK 524 26 0 OAK 525 12 0 PALM 526 12" 0 HICKORY 527 100 OAK 528 12-O OAK 529 16.16.14.& 6 0 QUAD OAK 530 18 0 OAK 531 10" 0 OAK 532 10 0 OAK 533 10 0 OAK 534 24 & 18 0 TWIN OAK 10 0 OAK 536 10" 0 HICKORY 537 9-o OAK 538 12 0 OAK 539 -12-0OAK 540 541 24 0 OAK 24 0 OAK 542 10 & 10 0 TWIN OAK 543 14 0 OAK 544 10 0 OAK 545 12 0 OAK 546 12" 0 OAK 547 8 & 8 0 TWIN OAK 548 20 0 PALM 549 8 0 OAK 0 14 0 OAK 551 10' 0 OAK 552 20 0 OAK 553 12 0 OAK 554 14 & 14 0 TWIN OAK ,955 a.1OAK 556 12'0 OAK 55710 0 OAK 558 12 0 OAK 559 10 0 OAK 12 0 OAK 561 562 8.8.8.3.& 3 0 FIVE OAK 10 0 OAK 563 26 0 OAK 564 16 & 16 0TWIN OAK 865 24 & 16 0 TWIN OAK 566 16 0 OAK 567 20 0 OAK 568 20 0 OAK 569 14 & 14 0 TWIN OAK 570 OAK 571 12" 0 OAK 572 30 0 OAK 573 12 0 OAK 574 1 12 0 OAK 575 1 10 0 OAK 576 1 10 0 OAK 577 14 0 OAK 578 12 0 OAK 579 10 0 OAK 880 10 0 OAK 581 12" 0 OAK 582 18 0OAK 583 12 & 12-O TWIN OAK 584 10 0 OAK 585 12 0 OAK 586 14" 0 OAK 587 12"_0 OAK 588 14 0 OAK 589 14 0 OAK 590 16 0 MAGNOLIA 591 22" 0 OAK 592 24 0MAGNOLIA 593 12 0 OAK 594 12 0 OAK 8 0 OAK 596 12" 0 OAK 597 14 0 OAK 598 1 ifi 0 HICKORY 599 1 14 0 OAK 600 1 12 0 OAK 601 12 0 OAK 602 10 0 OAK 603 12.0 OAK 604 8 0 OAK 5 10 0 OAK 606 10" 0 OAK 607 10 & 3 0 TWIN OAK 608 10 0 OAK 609 10 0 OAK 610 0 OAK 611 14" 0 OAK -61 -2 16 0 OAK 613 12-"-O—OA K 614 20 0 OAK 515 12 & 10 0 TWIN OAK NO. DESCRIPTION 1 0" 0 OAK 617 16 & 12" 0 TWIN OAK 618 10-" 0 OAK 619 20 0 MAGNOLIA 620 16 0 PALM 621 1 0 OAK 622 26 & 24" 0 TWIN OAK 623 26 m OAK 624 16 & 14' 0 TWIN OAK 625 14 0 OAK 662257 0 AK 14" 0 HICKORY 628 14 & 14 0 TWIN OAK No Placement of Material, Machinary, Temporary Soil Deposits or Additional Fill or Asphalt Pavement for Drip Line Vehicular Circulation Shall be Placed any Closer to any Tree Than The Drip Line, No Attachments of Wires Except Protective Guide Wires Shall be Attached to any Tree. no Change of Grade More or Less Than 6 Inches May be Made Within the Drip Line of a Tree Unless Shown on the Approved Site Development Plan. Orange Plastic Mesh Fencing NO. DESCRIPTION 0 OAK 630 631 1010 & 8" 0 TRIPLE OAK 10 0 OAK 632 14 14 14 & 12 0 QUAD OAK 633 16 & 14 0 TWIN OAK 4 11 0 TWIN AK 635 14 & 12" 0 TWIN OAK 636 14 & 8 0 TWIN OAK 637 18 0 OAK 638 16 0 OAK 0 A 640 38" 0 OAK TAO At Time of Construction T YPICA L TREE PRO TEC TION N. T. S. l % Const. Tree Protection Barrier (TYP•) 1. THIS MAP IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, 2. BEARINGS SHOWN ARE RELATIVE TO AN ASSUMED BEARING OF NORTH 00'06128" WEST ALONG THE EAST LINE OF THE NORTHEAST ONE—QUARTER (NE 1/4) OF SECTION 9 AS SHOWN HEREON. 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT—OF—WAYS, EASEMENTS, OWNERSHIP, ADJOINERS OR OTHER INSTRUMENTS OF RECORD. 4. THE SPECIFIC PURPOSE OF THIS AS—BUILT SURVEY IS TO SHOW THE LOCATION OF SELECTED TREES DEPICTED HEREON. ONLY TREES 8 INCHES AND LARGER (MEASURED AT BREAST HEIGHT) HAVE BEEN LOCATED. WILD CHERRY, CHINA BERRY, AND SAND PINES WERE NOT LOCATED AS PART OF THIS SURVEY, 5. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY INFORMATION SHOWN HEREON IS BASED ON A PREVIOUS BOUNDARY SURVEY BY CEMS CONSULTANTS, INC, X Trees to be Removed 1. Prior to any Construction Contractor Shall Coordinate With the City Arborist a Schedule of the Approved Trees to be Removed 2, The Road may be Shifted Within the Right—of—Way to Save Existing Trees. N0. DESCRIPTION 1AK 28 0 OAK 2 B 0 OAK 3 B 0 OAK 315 0& AK 5 20 0 OAK 318 0 AK 7 15" 0 OAK 8 8 0 OAK 322 0 AK 10 8' 0 OAK 1 0 OAK 12 16" 0 OAK 13 10 0 OAK 14 9" 0 AK 15 9"' 0 OAK 1 0 OAK 17 9" 0 OAK 18 10 0 OAK 1 0 AK 20 16" 0 OAK 1 22 0 AK 8" 0 OAK 23 12w 0 OAK 24 A 25 15" 0 PINE 26 10 AK 27 14" 0 OAK 8 16 0 OAK 29 20" 0 OAK 30 30" 0 OAK 343 344 1 0 PIN 32 14" 0 PINE 33 18 0 PINE 40 AK 35 32 0 OAK .36 0 AK 37 10" 0 OAK 38 10 0 OAK 353 0 OAK 40 16" 0 OAK 1 42 !'*0 AK 12 0 PINE 43 15 0 PINE 44 Q6, 45 12" 0 OAK 46 47 0 AK 9' 0 OAK 480 OAK 4 1 0 A 50 8" 0 OAK 1 0 AK 52 10" 0 OAK 53 8ir 0 AK 4 55 0 OAK 9" 0 OAK 368 0& AK 57 20" 0 OAK 58 9 0 OAK 371 1 1 0 TRI A 60 1 12.10.& 6" OMOAK 18 0AK 62 22" 0 OAK 63 9 0 OAK 4 1 0 AK 65 10" 0 OAK 67 1 AK 9' 0 OAK 687 1 10 0 OAK CLU TER 0 OAK 72 9" 0 OAK 73 1 0 AK 74 8" 0 OAK 75 10 0 OAK 7 0 A 77 9"' 0 OAK 7 0AK 79 8' 0 OAK 80 8 0 OAK = 0 82 91 " 0 OAK 83 84 -1 1 0 QUAD OAK 8" 0 OAK 85 10 0 OAK 395 0 AK 87 9" 0 OAK 397 0 OAK 89 8" 0 OAK 90 9 -8.& 7 0 TRIP OAK 1 1 A 92 12" 0 OAK 91 1 AK 94 10" 0 OAK 95 8 0 OAK 406 0 OAK 97 79"' 0 OAK 408 1 A 99 8' 0 OAK 100 10 0 OAK 10' 8" 0 AK 102 8 0 OAK 103 14 0 AK 104 10" 0 OAK 105 10 8 4 & 4 0 QUAD OAK 1 14 1 0 TRIPLE OAK 10718 1 16 & 14" 0 TRIPLE OAK 1 0 A 109 10 0 OAK 110 10 0 OAK 1 0 TWIN OAK 112 12 & 10" 0 TWIN OAK 11 1 0 AK 114 10" 0 OAK 115 10 0 OAK 116 8 0 TRIPLE OAK 117 10" 0 OAK 118 8 0 OAK 119 8" 0 OAK 1208:0=0K 10" 0 OAK 121 0 OAK 122 8'" 0 OAK 123 1 0 AK 124 10" 0 OAK 125 10 0 OAK 126 8 0 TWIN OAK 127 8" 0 OAK 1 0 OAK 129 -1-0--0 OAK 130 10 0 OAK 1 1 1 1 0 TWIN OAK 132 16" 0 OAK 1 0 AK 134 10" 0 OAK 135 1 10 & 10 0 TWIN OAK 136 1 14 0 OAK 137 22" 0 OAK 1 1 0 A 139 8" 0 OAK 140 18 0 OAK 141 4 0 OAK 142 10" 0 OAK 4 1 A 144 10" 0 OAK 145 10 & 10 0 TWIN OAK 146 16- 0 OAK 14712 12 8 & 8 0 QUAD OAK 148 14 0 AK 149 150 9.6.& 4 0 TRIPLE OAK 18 0 OAK 11 8.8.6.& 6" 0 QUAD OAK 152 10" 0 OAK 15 19 FUAK 0 9 0 Ln In Ln 0 N 0 0 cc r\ Ln In M 0 Ln ul M 0 0 M O 0 O v N -v •o m l - U NO. DESCRIPTION 1 28 0 OAK 314 10 0 OAK 315 12 0 OAK 315 10 & 8 0 TWIN OAK 317 16 0 OAK 318 16 0 OAK 319 320 1410 &'10 0 TRIPLE OAK 16 0 OAK 321 16 & 14 0 TWIN OAK 322 14 0 OAK 16 & 14 0 TWIN OAK 14 0 OAK 324 36" 0 OAK 325 20 0 OAK 326 14 14.& 6 0 TRIPLE OAK 327 12 0 OAK 328 12 & 8 0 TWIN OAK 329 34 & 10" 0 TWIN OAK 330 14 0 OAK 331 -24-'T0 OAK 332 16 0 OAK 333 14 0 OAK 334 1616 10 & 10 0 ILIAD OAK 335 16 16 & 12 0 TRIPLE OAK 336 10 & 8 0 TWIN OAK 337 12 0 OAK 12 0 OAK 339 30" 0 OAK 340 10 0 OAK 341 10 W 0-0 A K 342 36 0 OAK 343 344 10 8 8 & 8 0 QUAD OAK 10 0 OAK 345 346 14141010 & 1 0 FIVE OAK 18 0 OAK 347 10 & 8 0 TWIN PINE 4 20 18 & 12 0 TRIPLE OAK 349 12" 0 PINE 350 14 0 OAK 351 10 0 OAK 352 10 0 OAK 353 12 & 12 0 TWIN OAK 354 24" 0 OAK 355 16 & 14 0 TWIN OAK 356 18 0 OAK 357 16 0 OAK 14 0 OAK 359 40" 0 OAK 360 20 0 OAK 361 48" 0 OAK 362 -16-w-0 OAK 70 0 OAK 364 8" 0 OAK 366 16 0 OAK 367 20 18 16 & 16 0 QUAD OAK 368 12 & 8 0 TWIN OAK 369 1 12 & 8 0 TWIN OAK 370 10 & 6" 0 TWIN OAK 371 10 0 OAK 372 14 0 OAK 373 74 10'06" 6 0 TRIPLE OAK 20 0 OAK 375 376 16 12.& 6" 0 TRIPLE OAK 24 0 CAMPHOR 377 38' 0 CAMPHOR 378 12 0 CAMPHOR 7 380 1412 & 10 0 TRIPLE OAK 16 0 OAK 381 10 & 10 0 TWIN OAK 382 18 0 OAK 383 16,i6.16,& 14 0 QUAD OAK 384 16 & 10 0 TWIN OAK 385 16 & 16 0 TWIN OAK 386 24 0 OAK 387 18 0 OAK 388 14 0 OAK 18 0 OAK 390 18 0 OAK _Y9 _1 12 0 OAK 392 24' 0 OAK 393 12 0 OAK 4 20 & 16 0 TWIN OAK 395 12 12 10 &QUAD OAK 396 12 0 OAK 397 16 0 CAMPHOR 398 399 18.18.& 16 TRIPLE OAK 24 0 OAK 400 16" 0 PALM 401 16 0 PALM 402 16 & 6 0 TWIN OAK 403 8&4" 0 TWIN OAK 404 18 0 PALM 405 14" 0 OAK 406 16 0 OAK 407 10 0 OAK 408 16 & 12 0 TWIN OAK 740_9_ 14 0 OAK 410 8&8" 0 TWIN OAK 411 10 0 OAK 412 20 & 20 0 TWIN OAK 413 16 10 & 10 0 TRIPLE OAK 41 18 0 OAK 415 416 24 14 & 14" 0 TRIPLE OAK 12 0 OAK 417 14 0 OAK 418 18 & 16 0 TWIN OAK 419 14 & 10 0 TWIN OAK 420 18" 0 OAK 421 16 0 OAK 422 24 & 8 TWIN OAK 423 20 0 OAK 4-2-4 -1'60 OAK 425 10" 0 OAK 426 12 0 OAK 427 10 & 6 0 TWIN OAK _Z28 26' 0 OAK 429 1 18.15.& 16 0 TRIPLE OAK 430 10" 0 OAK 431 10 & 10 0 TWIN OAK 432 18 0 PALM 433 10 0 OAK 'Z,-34 12 0 OAK 435 12" 0 OAK 436 8 0 OAK 437 30" 0 OAK 438 10 0 OAK 473-9- 24 0 OAK 440 10 0 OAK 441 16 0 PALM 442 8 0 OAK 443 14 0 OAK 444 14 0 OAK 445 24" 0 OAK 446 8 0 OAK 447 10 & 10 0 TWIN OAK 448 14 8 & 8 0 TRIPLE OAK 44 10 & 10 0 TWIN OAK 450 12 & 10" 0 TWIN OAK 451 16 0 OAK 452 12 0 OAK 453 42 0 OAK T6_4 14 0 OAK 455 456 12 8 & 8" 0 TRIPLE OAK 8 0 OAK 457 16 0 OAK 458 -16'0 OAK 459 14 0 OAK 460 14 0 OAK 461 16 & 8 0 TWIN OAK 462 16 0 OAK 463 16 & 6 0 TWIN OAK 464 14 0 OAK No Placement of Material, Machinary, Temporary Soil Deposits or Additional Fill or Asphalt Pavement for Drip Line Vehicular Circulation Shall be Placed any Closer to any Tree Than The Drip Line, No Attachments of WIres Except Protective Guide Wires Shall be Attached to any Tree. no Change of Grade More or Less Than 6 Inches May be Mode Within the Drip Line of a Tree Unless Shown on the Approved Site Development Plan. Orange Plastic Mesh Fencing NO. DESCRIPTION 61 20 0 OAK 617 16&12"O TWIN OAK 618 10 0 OAK 619 20 0 MAGNOLIA 620 -16'0 PALM 621 16 0 OAK 622 26 & 24 0 TWIN OAK 623 26 0 OAK 624 16 & 14 0 TWIN OAK 625 14 0 OAK 640 40 0 OAK 627 14" 0 HICKORY 68 14&14 0TWINOAK 2x4Fence NO. DESCRIPTION 629 --- 10- 0 OAK 630 631 1010 & 8" 0 TRIPLE OAK 10 0 OAK 632 1414,14.& 12 0 QUAD OAK 633 16 & 14 0 TWIN OAK 6,34 16 & 16 0 TWIN OAK 535 14 & 12" 0 TWIN OAK 636 14 & 8 0 TWIN OAK 637 18 0 OAK 638 16 0 OAK _6_39_ 12 0 OAK 640 38" 0 OAK / Clarke Road N NOTES: O ���-------__----- 1. THIS FLORIDA NOT SURVEYOR WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A )dJ8 OZ9Z 69Z o0 / o 0 S r _ S 0 8b2 o b9�-o E 0 AND MAPPER. 9Za 89Z O f 2LZ O / ( \\\ 1 T. BEARINGS SHOWN ARE RELATIVE TO AN ASSUMED BEARING OF NORTH 00'0628° WEST ALONG 6 L9Z 0 LLZ/ ° / ° i'L52 O _\A 2. I i, HE EAST LINE OF THE NORTHEAST ONE-QUARTER (NE 1/4) OF SECTION 9 AS SHOWN HEREON. ) J i 0 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAYS, EASEMENTS, OWNERSHIP, ADJOINERS OR OTHER INSTRUMENTS OF RECORD. (� Ill j / / LZ 6�2 4. THE SPECIFIC PURPOSE OF THIS AS -BUILT SURVEY IS TO SHOW THE LOCATION OF SELECTED I I II I 6 Z / 6Z Z/ BLZ 052 L52 I \\ TREES DEPICTED HEREON, ONLY TREES 8 INCHES AND LARGER (MEASURED AT BREAST HEIGHT) HAVE BEEN LOCATED. WILD CHERRY, CHINA BERRY, AND SAND PINES WERE NOT LOCATED AS PART OF THIS SURVEY. I I I� \ \\ 178 CIC O/Z� Z2 5. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY INFORMATION SHOWN HEREON IS BASED ON A I I I 1 \ _g�S L2 L 12 LZ2 I \1 it PREVIOUS BOUNDARY SURVEY BY CEMS CONSULTANTS, INC. I I N 1 �Z L2 )I 1 I )h 1 9 �\ 98Z 608 \\Z -SZ J I 99Z - 802 0 90 80 1 r I „o SO2 CJ b \ r 9' V Z 202\ S' 0�2 I I I SZ�SSZ\ L6 102.2 ���o� :� - 90 / '�O Z6Z ( 6Z tZ I I -Z)u �� �� 56L1� �'� - �CQ" 9 Z� I _ 0' I1 \ 1 I �i -86-L6 J f/(/ �6 L 01 �/L61, o\ �' � - - /�--'� LtZ 1 I 26 56 52 0 -9 Z i 96 L O \ 66L o , bOZ o Z 202 1ZI Y2 6 LI LIZ ZO 06Z I 11 0, { 1 102.0 1 1 1 11 0 1 1 11 I II 1 \ I \ F.. EI 98.25 / I 1 F. EI 94.150 EIS 0 1 \ 8.25 / t \ ( \ I I \ \ F. t9 0 \ \9e. \ QL ) \ �_O O O O I O Op O 1 1 1 11 0 1 1 11 I II 1 \ I \ F.. EI 98.25 / I 1 F. EI 94.150 EIS 0 1 \ 8.25 / t \ ( \ I I \ \ F. t9 0 \ I 1 11 0 I I / \ I I � . ELI 1 � / I 1 F. EI 94.150 EIS 0 1 \ 8.25 / t \ ( \ I I \ \ F. . EI 0 \ \9e. \ QL ) \ PRI r l) I rJ l J / II'00 ll (60I I I I I 1 II I I I h10) l 1111111 III / ( �ILCD &I 11 I i laol � I 1 ! \ 1116,1111 \ \ a \ \ \ \ \ \ 97.25 I ` \+ 95.45 I 93.42 M o� 93.0 I I L (II� 1 I I I I 1 0 B. 0 1 1 C== - I ( Z tZ o II i I, I I 1 � ._ 7 1 11111111111 `\ �\ \\ � \ � � \ •.. \ I 1 � I III � I I � Y \ 1 11 LiBZ I I 1 1 \ I I � . ELI 1 1 I 1 \ f. F. EI 94.150 EIS 0 1 \ 8.25 X 6 Z 1 PRI r l) I rJ l J / II'00 ll (60I I I I I 1 II I I I h10) l 1111111 III / ( �ILCD &I 11 I i laol � I 1 ! \ 1116,1111 \ \ a \ \ \ \ \ \ 97.25 I ` \+ 95.45 I 93.42 M o� 93.0 I I L (II� 1 I I I I 1 0 B. 0 1 1 C== - I ( Z tZ o II i I, I I 1 � ._ 7 1 11111111111 `\ �\ \\ � \ � � \ •.. \ I 1 � I III � I I � Y \ 1 11 I I 1 1 \ I I � . ELI 1 1 I 1 \ j I 1 I 1 F.F. 1 \ EIS 0 1 \ 8.25 1 1 \ 1 \ I I J I ) III I )IlliIII ulill O) III � I III, t I I 1 }F. I. .00 I ( II 111 I1)illi I { 1 l L 9 I I I I i I�)I�11111 I// o/.o / \ / \ \ \ \ \ I j { 6L L2 \\ / I � III III 111 � I I I F.F .\ 1 3.00\\ \ \ �'\ \ \\ I I J J / 9L i 111'I I II I i I j \ I I 92.62 t •• j I ){ til iii I I I I I F EI 50 1 F \ \ \ \ � >\ .` • %�\ / \ \\ \ \ \\ ..\\ . \1. °, IJI III 1 112.0 \ `��\ / \ \ \ \ 1 1 I (30 114.0 F.F. 0 /E1. 94.0 \ 1 v` 8 L \ \ :;" 1 ,102. \ .;•'" I 1 \ J � \\` S � U b 6 \ -\ \ � 1 1 I I I I I 1 I\ F. 1. 110. \ \ 10 1 2 912 I I I I ) 1 \ \ t \ Z6 I { I L 9 11 I 1 I I 1 I I I I q i I 1 1 1 L' o I F. ! �. o \\ F.F. EI . 085 g o I 0 i I L , 1 1 i F.F. .00 \ 1 1 1 I I II { 9 2 g a L LEGEND AND ABBREVIATIONS \ \ L 1 Ivi 8 p q1 { 1I J l 0 DIAMETER 0150 TREE & T REE N UMBER85 C1 CURVENUMBER 113.40 1 F. 1.00/ L1 LINE NUMBER R RADIUS \1 111.0 1 \ 1 \ 1 \ 1 \ 1, I 1 Q�5 . � 1 � . ELI 1 1 I I 11 1 1 1 �S I I I ZIRg I 1 ( I 1 I I I 1 A DELTA L ARC LENGTH R/W RIGHT-OF-WAY ( I ( 100. / ( / ( 1 1 1/ �` -' - - - --' f - - - - -T \ \ 1 I I I o Trees to Remain 'Trees to be Removed r 100, 09.0 O 1 1 6.6 � / � / ..� i � 8 Z � � � / / / 1 J // 1. Prior to any Construction Contractor Z9 / J Shall Coordinate With the City Arborist 1 " ..,.: ",. °..`.. -, L.:. .:• I.,•.:... : ,.' . ( I 1 I / i / I ( a Schedule of the Approved Trees to be Removed Match Line See Sheet 4a 2. The Road may be Shifted Within the Right -of -Way to Save Existing Trees, At Time of Construction TYPICAL TREE PROTECTION DATE REVISION NAME CHECKED June Engineering consultants Inc. SOB N0. NTS 2/21/05 City / SJRWMD Comments JAS RAJ Tree . J g , _ 71 E. Church Street Orlando, Florida 32801 01 0355 x/18/05 City Comments JAS RAJ C 9/16/05 City Comments JAS RAJ Certificate of Authorization #00008507 SHEET Ph. 407-839-6000 Fax 407-839-6020 Prairie LGke Reserve DRAWN BY: DATE CHECKED BY: DATE SCALE 7c CLK 11/3/04 RA✓ 11/3/04 1" = 50' OF 16 �d ��a� a V Exist. Curb Inlet Overexcovafe Pond Bottom to a Depth of Gutter El. 89.15 Exist. 30" RCP, 5 feet Below the Proposed Pond Bottom, In v. 84.15 r Exist. (2) 36" • . •. The Excavated Areas Shall be Backfilled - ,b � tiro with Clean Fyne Sands, as per Yovalsh Const. 44 LF 15 Const. Conc. Mitered End Section =' =--v �'�' O Engineering Sciences Seepage Analysis RCP Pond Bottom to a Depth of RCP ®1,1490 Inv.8750 Dated March 30 2005. 5 feet Below the Proposed Pond Bottom. ��� P w/ 5 Wide Conc. Splash Pad to The Excavated Areas Shall be Backfilled Emergency Const. Emer enc Outfall Const. Conc. Mitered d with Clean Fine Sands as per Yovaish Structure #2 Bottom of Pon _ _ u ! !Engineering P End Section T e „D" Inlet n in erin Sciences Anal -U6-- (Type ) l 6 - �:. 1 I E q e g Sc nc Seepage naysis Inv. 86.00 P __-_ --_-- -_r �;'Dated March 30, 2005. -- 92. 00 Clarke Road Inv 88,00 t� I r I I I � I r I r ; .. ro --''--- ro I r ' • ..:.•..:., . ;, .• - •.. _,, - _ _ _ =_�- _ __ - -- g 1 ��' '' ' ! ! !, ; !� t! �! 'tt !!! t! rt i! ,!! ! vr 'r �!!t! t !r !I! r i i t t I + 1II! !! ! !! ! ! �! ! .!J !% i ,;!ri`r i ! r It!i i r i Ii+ I t I i ' t t\ ' ' tt! ! ! !r ©r t '! !l I '! !r!r I ! r � ' !` ! ! !! !O I�r'!lC! ';4rv!r �r�'�i'�!v�',''!r , 'i •! I'I i' r I + t I I;,I I ,i ,s r,rI1 + Ii 1I I iI I' Ir,t 1 I'I t r II1+Ii II rti +i I Ir I !i I , i II IIii Ir I Iirti;tr I I iiI + i , 1,I i , rti I I1 tr Ii,Ii ,I Ir I i r ,ir /r I r I I ii,II , ! 1 I;,I I,I , '/ I+ I II rI I ! Irii II1 Ii + I rr r r I'1 ' +I tr 1 + r �, i Ir1I r I rr I I +rI / I I 1ii r rrIr + rr rI, r , ir 1 ir ! I rI rr+ Crt'. I �II•,rrirrt IOI r ,, r �1 ++,r+ 'i I I, rrr r ,r Ir r+I1 II I+ + I I rI ,r ItI Ir I rr / +i+r r + r+ +` + trr I+Ii,+ ' r i rii r; r I ,r r I ir , 11 , rrr ir r t r' IiI r II + i+ Ir Ir 1 1t/ 1 lr /I I 1 r1r I IJ r1lr/ ji r rr,' rl1 ifII+r+r 1 1r r/ r i1 r tii1 rI rr rr /+ ri / /l iIIIii,I+Iirr ,'j , r tr r, r I fr ,1 r'�1 r' t r/i,r,I�i,� II oi li lcio, r ,/ Ij r i'r 'i , ,rI, 1 t tr i t ,,,` I/t t, `I',t+' + , r r +r �I i ir r'r r ' ' r ,rr , , ,l 't- . , •'_` ,�. '` ,.'_� -'! !-� \ ,t_ �-� ���`- '� � �O. -O,��c-�a ;ivIt-' � -' ,`-I/ � i- -'_ . -,-, � �' ��\ '/Ii+I -� � � ,� � '`�ro ! i!I •'°.•:�: •'''•,•�.� 1 1 tI ,\I/ I1�, ' , ,'1 r 'i �r `'/--t:.c1_ .�" .:�:,•.: - �:- _c /y, '''_/ „�., ti' r , �' � : + _I:I+ r /_ _ r"' ',' +'X„, -'::':'Tait+;Iiij/Ii!% '.' ,-,. ;.•;.,. ;.;:.': ''':':. '. Ii111II11(I1 g- �_--�- � -- �4r �r '_ -� `- ---- _---ti- -- �-------- _ ----O--L-v-ge6-/r-eR-x"c-av-_a_te-__-_Po-"n_d_--- Bt- o_- t_tom -at_-o t_ .-y--a - B- -e-D- r-emp-_ -t _h -__-_o_-�f 5 feet Below the Proposed Pond Bottom The Excavated Areas Shall be Backfi lled In v. 85.3 1 r with Clean Fine Sands, as per Yovaish Ar r C> 4 Engineering Sciences Seepage Analysis Dated March 30 2005. �c.o. Inv. 102.0 Const. 42 tF 6" PVC b --------- (Sch ---- -__-- -- _- (Sch 40) � 0.5090 O p- --- t! t C O Z�codC;�I Regrade Bottom to Elevation 84.00 , ------------------�4X Const. Conc. Mitered ------------=--_------- -End Section / I 4,-!t Inv. 86. 00 - r + - !_!r9 _!_- +-:!t - !•,!; !_! ! ! ! ! I _ -!,t {t -!�t �t t J'-- -,`'-- -,- ----- - -�"- Oro Retention Tract tB --------- 5 -Cq ---------0 'etentlon rracyI "A Ji C�stConc. Mitered End Sectiorn� �--- _T__T--- Exist. Conc. Spillway ---------- w/5x6-CojC. Sp/ash Pad C� ------- Inv. 86.00 Const Conc, Mitered End Section w/ 5x5 Conc. Splash Pad Const. 156 LF 18„ 11 Inv. 106.00 RCP ® 0.00% 20sod BermConst. Temporary Erosion Con fro/ Barrier Exist. Mitered End Section & Slopes Sod Berm (Silt Fence) In v. 83.60 Tract ,B & Stopes Outfall Structure#2 Top El. 9300 ------- _. Tract "B-2" ----- rTo 92.0 Const. Temporary Erosion Inv. 88.0 1 1 Inv. 87.5 Con tro/ Barrier -'+'_ 5 t Fence) --- �!/ l!/ /,•! t, I !r� / t r/ r ! r, !rr !/r r � r ' '/,, ,t / , i' , r / ii Ii,I r/ I' � , ,/ �! t , r! I / ,l)I I r'S/rI r r ,t/ari / 11 / ' r / r r ,r ' ,, tr'tr, '1 '/ 7,, '/ lr r l ' + l r I r, rr'rIl rr' I !/ t ,l /i' r r r�, r/ i /l ' r l,/ v / t' r r/r ! lt , r , r r 'rl ' / i / r /1' / r, / 1I/ tr ,t r/, r�r •', lr ,�/ ��l , l ` t ,O/t 'r�/ '• / / r /� /r / i / I ' d , ir 1/ , 1r r i r �rir I r,rr ,I , r' + rt rr rr 1 ' ll t + ' irl t t r, r, ir / r,r rI r l � r1 l t ,,'r ir r tr I ' r, ,It ir r r Ir , �I I , +{i r' r I Irrr ' , rr rI r' t r r r rriI 1 i r ' ri 'I, , ,l IiI 11 J! 'r r r ' tr I iI/tI ri, t r , 'rr i ,r, , 1 /'r rf i i r ,r/I' 'rr ,' , ' l ;,r ,r, ) ', , , C,'r, tr ,� rII1, i I 1,I rr ' ' r,!I I`; i r , ' t ,lrr1 r l '!'', l! ', r 1I ,1, r l + ;, r `r l'rr i , r' r, t �Iii iI, rI ' ri 1 r,r Ir1� i�I I 1I rr ,rr� , 'r + ;i,i/ +r+Ii, r ' II j r ri `I rr +, ,ti 1,t 1I` 1 r � i, 3 , tI,, ,r i 1, + fr 1 ', , \ ,r 1' I i rI �+Qri , r� r r ;rr! '+. rr GI, r I1 ,� -;I r . ,i (I`rI l �r , , 1r 'O1 `t`11 •, t , `t � r 1 Gr lt� ' 1' ri 1t, j i ,! +! ,ri1 '• t I l 1 1 ! _�I+l,rr, ' 'r,� ' i rI r rI r1 1 t rtr �_ f1I 1OI r t 1�I; i i ,tr Ii rr � ' +' _ I Ir �ii r I' t,r _ r ♦r\! r rI 1 '1 �( `' r 'r r!,i tr ' ii+ r, i r (Sli T/ r/l /-�✓ / - r -��,�,II II 1 II1I IIII •,�••�.t.:. ':'•`:•••: . . (r+f r)� . � I,I I ,,I rIiIi II , %i; rj% •� {r lt/„i rIl t/J II 1 1 5 _ . 5 T � 1 \� �5 1 (_ .1 5 \ '_ RCP ' _ _ 25 T 1v ' i ' Const C onc. S p illwayPond Bottom 86.0 1 I it ' w/ Sp/ash Pad I I If Pond Bottom 84.0 Pond Designed Around Outfall from Tract "B" to "B-2" Clarke Conservation 100 Year Road Existing Trees Along Suffer and/or 20' Utility Esmt•OO O O O O 1 CD Const 6" ADS Perforated Right -of -Way Clarke Road to Limits Wetland Limits T YP/CAL SEC TION 0 •A, (A N O Cv 0) Ul -P Q C�Pipe w/ Fabric Sock Maintain Natural 25 Sodded (see toe of slope drain 3, N. TS, detail) Buffer Undisturbe10 , 10' Min. SoddedSod Side Slopes Sod Berm &%i '\` i i Exist. (2) 36" RCP Equalization &Berms Maintenance Backslope 6 Stabilized Subgrade Top 93.0 Pipes Inv. 85.37 Berm to 50 psi FBV Min. Top El 190.0 it r Top El. 93.0 4 Force Main ______ i1/ i, Emergency Outfall (T)P.3') I Structure Exist. Grade Top El. 92.0 ----- _ 3 1 12Min. 85.5in. Bottom El. 86.0 Const. Conc. Mitered End Section 5%i +I r i I Ppd 100 Yr Flood El. 86.0r + r rr 5 3 Exist, Bottom El, I w/ 5x5 Conc. Splash Pad Seed &Muh 3 Min. 18 RCP Sidewalk Match Exist. Grade Proposed Bottom Sod Side Slopes Inv. 106,00 l . .SHGWT -NHWE El. .Bottom 86.0 El, 86.00 LRegrodelExcovcte Pond Bottom Seed & Mulch Botto Silt m to Elevation 84.0 (Tract „B„) (Berm Utility Easement) (Tract "B-2") TYPICAL POND SECTION B TYPICAL SECTION "XTYPICAL POND SECTION "B-2" Ij Q N. TS. N. T. S N. TS. 2/Const, Emergency Outfall Structure 1 Conservation 100 Year (Type „D" Inlet) Buffer and/or Top 112.00 ; t It LmitsWHand C'mits I f ICP i r Inv. 106.00 Const, Conc, Mitered End Section wonc.plash Undisturbed55 CSP10, Min.Inv, 86.00C.10. Sod Side Slopes Sod Berm & + 68 LF 15" & Berms Mainemm�ce Backslope i . RCP ®739 1 To El, 93.0 B Overexcavate Pond Bottom to a Depth of Emergency Outfall I 'I Structure5 feet Below the Proposed Pond Bottom. Top El. 92.0 The Excavated Areas Shall be Backfilled Const. 6 ADS Perforated 1 Pipe w/ Fabric Sock 5 15~ Rcpwith Clean Fine Sands, as per Yovaish Bottom El. 86.0(see toe of slope drain I r I r r r Engineerng Sciences Seepage Analysis I r r Dated March 30, 2005. ' 5 1 detail) 3 Min. 100 Yr Flood El. 86.0*I Seed &Mulch Const. Cones Mitered End Section I Bottom SHGWT Match Exist. Grade -NHWE El. 83.0 84.0 w/ 5 x5, Conc. Splash Pad Silt Fence Inv. 101.00 , (Tract I»)N 'I' rr -- -- ---j----------•r----�- Const, Conc. Mitered End Section ' I qj ?___�___�___�!__. w/ 5x5' Conc. Splash Pad I I ; ; ; "! t i ; I Consf. Emergency Outfall TYPICAL POND SECTION C Inv. 86.00 1 i 1 r i Structure #3 N. T. S I + i 5 (Tape "D" In/et) c. o. In v. 102.0 " Tr r' / i ,I I ; ' Top 92.00 r`nnof 1�i /t= ii I�Vr.` r l t I ! r r� i_Q.ti ,-_. "I nn k,AiniTP*niAnirrCr CLCD\A (Sch 40) ®6.67 t ' ,' Retentio�i c' ; i' Tract "!" '1 % O 1 r LIU.. �' r' i �.., ... �..... n POND el. A" el. "B" A +102.0 +106.0 . 10' --- tl r Const. 50 LF 15 B +84.0 +86.0 Conservation 100 Year Buffer and/or RCP ® 4.00% COMPACTED FILL 3 C +83.0 +86.0 Limits etland Limits .,...:� 1 ,r 251 18 FDOT 902.4 FILTER SAND 5 Undisturbed I r T.:::::::::......:::.':-::::::':::.::........................::......... 1 r 1 1 r , , C.O, r J r r + "' EXISTING GROUND SURFACE 10 Min. r r , r r r Sod Side Slopes Sod Berm & r r r , r +�---------------------� �___ _ ;;'�'.: p r , r , J `, Qt -- ; • 6 INCH PVC PIPE Maintenance l ,' t rJ >4 ' I el. "B" 4 SCHEDULE 40 & Berms .Backslope , l 1 To El. 113.0 Berm I r' rr ;'f .O.' II i Ii i el. "A" r t Const. Conc. Mitered End Section Emergency OutfallI j �� w/ 5x5 Conc. Sp/ash Pad ADS PERFORATED PIPE WITH FABRIC SOCK Structure 112.0 5 1 --------->'------- ' --�� \�� i ' i i Inv. 84. 00 Top El. Bo t tom El. 106.0 15° RCP / , , Const. 5 LF 6" PVC TYPICAL CROSS-SECT/ON TOE OF SLOPE DRAIN 3' Min. -__ -100 Yr Flood EL 86.0 (Sch 40) 0 1.00% Seed & Mulch SHGWTMatch Exist. Grade NH WE El. 83.0 N. TS. Bottom t 104.0 Silt Fence DATE REVISION NAME CHECKED Re ten tion Pon d De tails June Engineering Consultants, Inc.JOB N0. „ 2/21/05 City / SJRWMD Comments JAS RAJ o/q-0355 (Tract A) T 71 E. Church Street Orlando, Florida 32801 �-(18/05 City Comments JAS RAJ C Certificate of Authorization 00008507 Sheet TYPICAL POND SECTION A 9/16/05 City Comments JAS RAJ # Ph. 407-839-6000 Fax 407-839-6020 N. TS. 10/5/05 DRC Comments JAS RAJ PrGrl*e Lake Reserve DRAWN BY: DATE CHECKED BY: DATE SCALE 10 CLK 11/1/04 RA✓ 11/1/04 1" = 40' OF 16 �O GENERAL NOTES Inlet 1. The finished grade and sloe of the inlet tops are to conform with the finished cross Fillet Each Back Corner I (Inlet Top Type 6 p p Required When Round Symmetrical About I) slope and grade of the proposed sidewalk and/or parkway. 2'-0" 1'-6" tit" Bottom Or Riser Us ' No. 5 Bars 2. When inlets are to be constructed on a curve, refer to the plans to determine the radius No. 4 To ( and, where necessary,modify the inlet details accordingly, Bend steel when necessary. ® 5" Ctrs. I�" Q 12' A Y 9 Y• Y• Provide Horiz. � 6" 6" 6" P Bors ( No. 4 Bottom Bar #4 ® 6" o.c�r'� 3. All reinforcing steel shall havql' minimum cover unless otherwise shown, Inlet tops shall Hook f Throat 6" 6" 6" Slope To Match Adjacent Curb With 2" Top Radius #5 ® 5" O.C. I P g 4 End Of Top Bar _ : be either cast-in-place or precast concrete. I And " Bottom Chamferl r Radius 6" � o -►� �1 �' +n Gutter l r..-I " - 1 iv 4. Precasting of this inlet top will be permitted. Precast units shall conform to the dimensions Line B Bop drawing approva} shall be directed to the State Drainage Engineer. -'— —! 5. Concrete meeting the requirements of A.S.T.M. C 478 (4,000 P.S.I.) may be used in lieu 8 r ; iq (Inlet of Class - concrete for precast units, manufactured in plants which are under the Standard o_ ^ I I 1D i I D Operating Procedures for the inspection of precast drainage products. 0 3 No. 4 Bars I �, I I I �__�__ ___€ 6. The corner fillets shown for rectangular throats are necessary only when throats are to be m E o �, 0 6" Ctrs. t_., P I 1 used in conjunction with circular inlet bottoms or when used on skew with rectangular o _ j Corner Fillet (See Note 6.) Q inlet boxes. Z m xa a �, 3" 6" 5'-0" 6" 3'-6" A 6" 3" 7. For inlet bottoms see Index No. 200. - o a 2 m Na. ®6" Ctrs. Horiz. �c m a 3, �- 10'-6" 8. These inlet tops are designed for use with standard curb and gutter Type E and Type F. v7 c �'Chamfe o. 4 Diag, Bors 3'-6" 6" No, 4 0 8" Ctrs. Vert. locate outside of pedestrian crosswalk where practical. l IIS Sidewolk iL 6" Inlet Box Or Rise—L--S.TOP VIEW See Index 201 for supplemental details. Ditch Ditch (Steel Cover Shown) I I 10. All steel used for frame and cover shall meet the requirements of ASTM A-36, O--'— SECTION AA To Be Paid For Limits Of Inlet Construction To Be Paid For 11, Either iron be used, Iron covers shall be Class No. 30 As Curb & Gutter As Curb & Gutter er cosron covers or scovers may Apron F.L. Of Gutter .r castings in accordance with ASTM A-48, I . 12. When Alternate "G" Cover is specified in plans either the cast iron cover ///i�IIIUIIIII�II��uI�I�I��� Curb &Gutter plpppplllll�IIII�19I11�� Curb &Gutter 1,_6„ `o I 10 ;o and galvanized steel frame or the the galvanized steel cover and frame must be used. Covers ore to be grouted in accordance with the grouting detail i shown on sheet 2 of 2, in lieu of tack welding. Partial Inlet Completed Inlet Ditch Bottom Inlet Inlet to be paid for under the contract unit price for Inlets (Curb)-(Type ), � Each. 3'-0" 8'-0" 2'-6" S-O" 'r Gutter Transitio Gutter Transition Protection Around Inlets or Similar Structures SECTION BB (Curb Inlet Top Type 6 Symmetrical With Left Half) N "= INLET TYPE 5 Type A or B Fence �2" 1'-3" 1 9.1 Note: Bales to be Stacked at the J l l .4-6- 6" 1I No. 4 Top Bars Direction of the Engineer. Intermediate Bar /J� No. 5 Bars .�».}L Na. 4 Bottom Bars (Discontinued When TT 5" Ctrs. r� I Loose Soil Placed by Shovel and Space Between Adjacent Lightly Compacted Along Upstream Longitudinal Closer j� N Face of Bales. Than a" centers) ° SECTION PP 8� to Bales Backed by Fence 1' 1'-6" -- TT a2 Theo, Gutter a TOP MODIFICATION FOR TYPE E CURB a, Grade 1 SECTION QQ (Per F. D. O. T. Index No. 102) EROSION PRO TEC TION DETAILS N. TS SKETCHS SHOWING FRAME SEAT AND THROAT RECESS CURB INLET TOPS TYPES 5 & 6 Vinyl Sheathed EAW Steel Cable (9800 Lbs. Breaking Strength) With Galvanized Connectors (Tool Free Disconnect) Closed Cell Solid Plastic Foam Slotted PVC Connector Pipe Flotation (6" Dia. Equiv.) (12 Lbs. (Metal Collor Reinforced) Closed Cell Solid Plastic Foam Per Ft. Buoyancy) Post (Options: 2" x 4" Or Flotation (8" Dia. Equiv.) (17 lbs, 2 Min, Dia. Wood; Steel Per Ft. Buoyancy)-,,gMax. � 1.33 Lbs/Ft. Min.) Poly Rope 18 Oz, Nylon Reinforced (600 Ib. Breakin PVC Fabric (300 psi Test) (�18 Oz. Nylon Reinforced ` 18 Oz. Nylon Reinforced Strength)v PVC Fabric 300 psi Test ( P PVC Fabric (300 psi 0 M Stress Plate jlgGolvanized Chain Test) With Lacing Grommet T'Galvanized Choi J O TYPE TYPE N o D, =5' Std. (Single Panel For Depths 5' or Less). o (10 D2=5' Std. (Additional Panel For Depths 5'). �-__ Curtain To Reach Bottom Up To Depths of 10 Feet. STAKED TURBIDITY BARRIER 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. Post (Options: 2" x 4' or NOTICE: COMPONENTS OF TYPES - AND -- MAY BE SIMILAR OR IDENTICAL 2 1/2" Min, Dia. Wood.' SteelTO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY 1.33 Lbs/Ft. Min.) S' Mox. RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF Filter Fobric (In THE USER. SUBSTITUTIONS FOR TYPES - AND -- SHALL BE AS Conformance With APPROVED BY THE ENGINEER. Sea sas FDor spec.) FLOATING TURBIDITY BARRIERS in GENERAL NOTES LEGEND • Pile Locations Elevation p� o L Floating turbidity barriers are to be paid for under the Proposed Toe Of Slope contract unit price for Floating Turbidity Barrier, LF. io ® Dredge Or Fill Area 2. Staked turbidity barriers are to be paid for under the contract f o .0 unit price for Staked Turbidity Barrier, LF. No Placement of Material, Machinery, Temporary Soil Existing -a Mooring Buoy w/Anchor f Deposits or Additional Fill or Asphalt Pavement for Drip Line I I µrd Causeway _ _ __4 Anchor Vehicular Circulation Shall be Placed any Closer toO Barrier Movement Due To Current Action any Tree Than The Drip Line, No Attachments of Wires ..,.. Shore Line Except Protective Guide WIres Shall be Attached to any Tree. no Change of Grade More or Less Than 6 Inches May be Made Within the Drip Line of a Tree Unless Optional Post Positions I-20° ,00 a\ o ca 0 moa Shown on the Approved Site Development Plan. 2 x 4 Fence � cya�`1p0 THP`6°t m� Princyo% Post Position ( Shore Line Limits Of Const, (Conted 20' Toward flow)" • • • Filter Fobric ( Current Limits Of Cons . Shore line Silt now —Structurei Alignment �L • OF • Turbidity Orange Plastic Mesh Fencing I • Barriers Note: Section NOTES: Turbidity barriers for Flowing streams and tidal 1. Turbidity barriers are to be used in all permanent bodies of water regardless of water depth. creeks may be either floating, or staked types or any combinations of types that will suit site 2. Number and spacing of anchors dependent on current velocities. conditions and meet erosion control and water quality requirements. The barrier type(s) will At Time O1C Construction Note: Silt Fence to be Paid kr Under the Contract Unit Price for Staked Silt Fence (LF). 3. Deployment of barrier around pile locations may vary to accommodate construction operations. be at the Contractors option unless otherwise specified in the plans, however payment will TYPE 111 SIL T FENCE 4. Navigation may require segmenting barrier during construction operations. pl under the pay items) established in the T YPICAL TREE PRO TEC TIONplans for Floating Turbidity Barrier and/or 5. For additional information see Section 104 of the Standard Specifications. Staked Turbidity Barrier. Posts in stoked turbidity barriers to be installed in vertical N. TS, N. TS position unless otherwise directed by the Engineer. TURBIDITY BARRIER APPLICATIONS DATE REVISION NAME CHECKED T June Engineering Consultants, Inc. JOB NO. 2/21/05 City / SJRWMD Comments JAS RAJ Site DetG#S 1 01-0355 232 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 9/16/05 City Comments JAS RAJ Certificate of Authorization 00008507 SHEET LGke Ph. 407-905-8180 Fax 407-905-6232 P/Y arse Re DRAWN BY: DATE CHECKED BY: DATE SCALE01 I / CLK 2/20/01 1 RAJ 2/2%1 iv TS OF 16 TRENCH WIDTH VARIES CROWN TRENCH IN W/ SIZE OF PIPE CROWN TRENCH IN UNIMPROVED AREAS TRENCH WIDTH VARIES �- UNIMPROVED AREAS(3" MIN.) (SEE TYPE B W/ SIZE OF PIPE 3" MIN.) EDDING AND TRENCHING SEE NOTE 8 DETAIL FOR OTHER FINISHED GRADE - ) RESTORATION.) • • FINISHED GRADE //♦ \ ... •. , ' .. • /\//♦ �1//♦��/\ .' , \/�%ill \\\ j� z W//� / ' SEE NOTE 4 , /i., /i Uj u' NOTE 4 '' • //, /�,• w cn COMMON FILL COMMON FILL r \ ` PIPE- O:D./// /\ '` ' ,' PIPE O.D. •' . ' \ N 12" (TYP.) SELECT. _ 12" (TYP.) %\ : /\i % / COMMON Z SELECT o w SELECT COMMON / FILL o -� COMMON o �- �/% FILL m z FILL!/ °' Z UNDISTURBED /�\ w W $0d 1' Beveled Or Round Corners �" Sod p ♦ �: /\ aw. w BEDDING ROCK- a v �� _ _ _ I. --.I Beveled Or Round Corners - - (SEE NOTE 3) \ �� ° v PIPE BEDDING J (SEE NOTE 8 & 9) �C �, ://\\ \ \ \ \ \ \ \ iii/moi,./ /♦� i�/T ��/�ir�% UNDISTURBED EARTH NOTES: NOTES: % 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 957. OF THE 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE / MAXIMUM DENSITY AS PER AASHTO T-180. MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 957. OF THE �a MAXIMUM DENSITY AS PER AASHTO T-180. MAXIMUM DENSITY AS PER AASHTO T-180. u 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED 3 ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE BY THE CITY. \ REQUIRED AS DIRECTED BY THE CITY. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER, u, \ FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. \ 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING Concrete Slab, 3" Or 5'' Thick, 0 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. Reinforced With WWF 6x6-Wt,4xW1.4 `" Sod- IN EXCAVATIONS. 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE ° 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH CITY. BEDDING DEPTH SHALL BE 4" ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE MINIMUM FOR PIPE DIAMETER LESS THAN 5' S� TOP VIEW -SINGLE PIPE \ RESTORATION WITHIN CITY OF OCOEE RIGHT-OF-WAY SHALL COMPLY WITH 15', AND 6 MINIMUM FOR PIPE REQUIREMENT OF RIGHT-OF-WAY DIAMETER 16" AND LARGER. UTILIZATION REGULATIONS AND 9, DEPTH FOR REMOVAL OF UNSUITABLE Notes e q \ .ROAD CONSTRUCTION SPECIFICATIONS. MATERIAL SHALL GOVERN DEPTH OF Deepen 'Around Outside BEDDING ROCK BELOW THE PIPE. CITY SHALL DETERMINE IN THE Edge Of Pipe For 5,4' Slo *:•. 4�ar B " Reinforced With WWF 6x6-Wl.4xW1.4 Sod--"I FIELD REQUIRED REMOVAL OF 2d concrete Slob, 3 or 51' Thick, 0 UNSUITABLE MATERIAL TO REACH o SUITABLE FOUNDATION. Concrete ° Pape connector TOP VIEW -MULTIPLE PIPE s Saddle * � Side Ditch Grade .1or'e T YPE B BEDDING AND TRENCH/NG DETA/L TYPE A BEDDING AND TRENCHING DETAIL 2' Not Less Thon D 2 #4 Bor NOTE: Sea sheet 6 for details and notes. No Pipe Joint Permitted6' 5' Sod Unless Approved B The E ineer N, TS. N. TS. E *Slope: 4J Niter: To C Pipe For Pipes 18' And Smaller. Paid For As Pipe Culver F (Pipe To ee Included Under Unit Price For Mitered End Section) 2J For Pipes 24" And Larger. 2:1 Niter: To ft Pipe For Pipes 18' And Smaller. SECTION hl For Pipes 24' And Larger. SEE MANHOLE CONNECTION DETAILS TROWEL -FINISHED CONCRETE BASE CONCRETE BENCHING 3' F, go F PRECAST - TEE MANHOLE ;: • . •'• . �• SEE NOTE 1 (TYP.) SHEETED TRENCH UNSHEETED TRENCH QF, s� WALL INFLUENT SEWER * D 10" MIN. "D" 6" SEE NOTE 1 (TYP.) �, ��F (SEE NOTE 3) METALLIC LOCATING WIRE EARLY WARNING TAPE CONCRETE ENCASEMENT \\ * M*N. ; \� \� FINISHED GRADE 4 :^'6". �- OF VERTICAL PIPE //� ✓\//\�/C\�/\\�� //\\i DROP PIPE UNDISTURBED \\ \ \ \ \ SIDES CAN \ \ :': • ' , 2500 PSI \� BE FORMED �/ / INLET CONNECTION (SEE NOTE 1) EARTH ►�\\/� \/\\ CONCRETE\\ :. \\\•\i/\ %\♦i " MANHOLE FRAME &COVER AS REQUIRED 900 BEND SHEETING \ / j 1 MAX. IN (SEE STANDARD DETAIL) H- 2 • o a : o 2500 PSI SET COVERS FLUSH . ,.; • :.. ..::. "..'., ..'• ..; • ... . , o o "o , o \\ \\ \ /\ / PAVED AREAS & AT FRAMES BEDDED IN MORTAR e ELEVATIIONS SHOWN IN /// , // ... •, / / CONCRETE / � UNPAVED AREAS. \ • a , o • -0-0-04 , a a o . o ; o , / BEDDING ROCK \ \\% % /\ PVC WATER MAIN , 4 MIN./ / • o • o. o • o • o • a \//� z �// /\; .\ 2 COURSES OF BRICK(MIN,)PRECAST /\\i `� %\\ \\/-- UNDISTURBED /\ // OR FORCE MAIN STANDARD DROP DETAIL MANHOLE /\//\/\\\/\\\/\\\/\\\/\\\/\\\//\\/\ \//\� / \\\� EARTH \/\/\/\/\/\/. 1 -6 MIN. W WALL / / , \ \ \ \ \ \ ♦ 4 COURSES MAX. MAX. TRANSITE COLLAR ENCASED \//i/%\/%\��\�%\�j\j\\j\\�\\j\\ " 5 20-011 ¢ IN NON -SHRINK GROUT CONCRETE ARCH 1 MAX. �- METALLIC LOCATING WIRE > INSIDE WALL OUTSIDE WALL FLUSH WITH MANHOLE WALL PVC OR DIP FULL ENCASEMENT EPDXY COAL TAR COATINGS Ln ONTPSURFACEs (SEE NOTE 2) PER SPECIFICATIONS 4'-0" 5 MIN. Of PRE -PRIMED PRE -MOLDED ::.' •:. oI JOINT SURFACES PLAASSTI2 JOIINT \/\/\/\oo WRAPPER PRECAST \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ BENCHING PER SPECIFICATIONS " 1 p WRAPPER MANHOLE o w WRAPPER TO WALL SHEETED TRENCH UNSHEETED TRENCH NOTES:/��/��/��/��/��/��/��/�/��/��/��/��/��/�\/�\, �E REMOVED) SPECIAL DETAIL FOR 24" DIAMETER „ ,� " SEE NOTE 1 (TYP.) 1. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN „ > PIPE AND LARGER 10 MIN. D 6 24 AND 24" MAX. FOR PIPE DIA. 24" AND OVER. REINFORCEMENT AND JOINT 6 SQUEEZE -OUT STAINLESS STEEL ` MIN. " " DETAIL TO BE DESIGNED BY MIN. COMPLETED PVC OR \/ * 2. �D� REFERS TO THE DIAMETER OF THE PIPE. THE ENGINEER AND „ JOINT WITH �\ BAND DIP ��� 3. 'T REFERS TO THE THICKNESS OF THE PIPE. APPROVED BY THE 1- 8 MIN. SQUEEZE -0 \ .: SHEETING\/ SIDES CAN 4. USE OF CONCRETE ARCH HALF ENCASEMENT OR FULL CITY 9" 9" STAINLESS STEEL '.: ::''.' .:. '•`•'.'' PIPE CLAMP " „ BE FORMED ENCASEMENT TO BE DETERMINED IN THE FIELD AS NOTES: I I� :•. / / \/'\♦ DIRECTED BY THE CITY. 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE 9'1 �9'1-- RESILIENT D / 4- /// // 5. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING (14 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR BEDDING ROCK 2" MIN. CONNECTOR •p" / 2 j\�/ //jt-- 2500 PSI AND BRACING EXCAVATIONS. 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. STANDARD PRECAST MANHOLE , „ \ /� CONCRETE LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX CAST -IN-PLACE PRECAST MONOLITHIC PIPE CONNECTION 'T 3. AND BE CAPABLE OF EXTENDING 12 ABOVE TOP OF BOX IN SUCH A CONCRETE BASE BASE " MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. NOTES: 6 MIN. \\j //�-•- UNDISTURBED EARTH USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS TOP OF THE PIPE. THE INFLUENT SEWER, 4. EARLY WARNING TAPE IS REQUIRED IN ADDITION TO LOCATING 2. THE CITY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS WIRE AT DIRECTION OF CITY. FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER, CRADLE OR HALF ENCASEMENT NOTES: 3 RCONNECTION OALL 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24", SEE SECTION 20.4.3 OF THE BE REQUIRED FOR ALL MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". LINES WHICH HAVE AN INVERT 2' OR 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS MORE ABOVE THE MANHOLE INVERT. 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. CONCRETE ARCH AND ENCA SEMEN DETA/L S PIPE LOCA TING WIRE DETAIL PRECAST CONCRETE MANHOLE MANHOLE CONNECTION DETAILS N. TS. N.TS. N. T.S. N. T. S DATE REVISION NAME CHECKED DetG#S JOB N0. 9/16/05 City Comments JAS RAJ water & Se wer June EngineeringConsultants, Inc. - .l� 232 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 C �' 0355 Certificate of Authorization0000 7 SHEET # 850 • Ph. 407-905-8180 Fax 407-905-6232 Prairie Lcke Reserve DRAWN BY: DATE ICHECKED BY: DATE SCALE 12 l/ CLK 11/1/04 RAJ 11/1/04 N. T. S. OF 16 DIMENSIONS AND QUANTITIES M 5gCONCRETE SLAB !cY) 0 SODDING (SQ. YDS.) D X A B C E F G Single Double Triple Quad. I N Single Double Triple Ouad. Single Double Triple Quad. 0 See Genera/ Note No. 3. P)pe 1. Pipe Pipe Pipe Pipe P/pe Pipe Pipe Pipe Plpe Plpe Pipe See Sheet 5 Of 6 For 3" Slob Quantities 15, 2'-7' 1.92 2.18' 4.10' 2.06' S 1.22 4.63 7.21 9.79' I . 1.19' 0.38 0.58 0.77 0.96 21 24 27 30 /8" 2 -1 T-- 2.74 471' 5-6 6 T4/ -F7-3r-5.50' 4.92 7.75 -e.-92'-12.33 10.58 /3.42 1.21 0.44 0.65 0.87 1.09 25 31 24, 3'-5" 2.06' 3.85' 5.9/' 136- 7 /5.75 /.25' 0.54 0.83 /.12 1.42 24 28 32 35 4'-3" 2.15 4.95 7.10 8 2'00 6.08 /0.33 14.58' 18.83 1.29 0.66 /A9 /.50 26 31 35 40 21 5'-!" 2.25' 6.08' 8.33' 5.56' 9 2.24 6.67 1/.75' 16.83' 21.92 /.33' O.BI L38 /.95 2.5/ 28 34 39 45 Slope 4 6'-0 2.34' 27 5' 6.56' /0' 2.45' 7.25' 13.25' 19.25' 25.25' 1.38' 0.97 1.70 2.45 J119 30 37 43 50 " 6'-9" 2.43' 8.33' 10.76' 7.56 1/' 2.65 7.83 14.58' 21.33 28.08 1.42' 03 2.04 2.93 3.84 32 39 47 54 7 2.52 9.44 11.96 8.56 12 83 8.42 16.081 23.75 31.42 1.46 1.31 2.44 3.58 4.7,0 34 42 51 59 8'-6" 2.62' /0.56 13./8 9.56 14' 1 3.56'--9.00 R.50' 26A0 34.50 1.50' 1.51 2.89 4.28 1 5.68 36 45 55 1 64 9'-2" 2.71' ll. 14.3-9 10.56 15' 3.18 9.58 18.75' 27.92 37.08 /.54' 1.68 3.25 4.84 38 48 58 68 7 l0' 0" 2.80' l .8 /5.60 //.56' /6' 3.30' 10.16' 20.16' 30.16' 40.16' 1.58' 1.69 3.74 5.59 7.45 40 51 62 73 15" 2'-7' 2.27' 4.09' 6.36' 4.03' 81 1.22' 4.63 7.21' 9.79' /2.37 /.19' 0.57 0.87 1,15 1.44 23 26 29 32 1811 2'-10' 2.36 5.12 5.03 9 1.41 4.92 7.75 10.58 /3.42 1.21 0.66 0.99 1.3/ 1.65 25 28 31 35 8 E . 24'' 7.18' 71' 7. ll' 173' 5.50' / 33' 15.75' 1.25' 0.85 /.30 / 7 32 39 46 4:1 30"9'-3" 2.70' 9.25' 11.95 9.03' 13' 2.00 6.08 /0.33' 14.58' 18.83 1.29' 110 1.74 2.39 0 3l 36 4/ 6.42' a 6.25' Dimensions permitted to allow use of 8' standard pipe lengths. Slope 36" " 5'-0 P. 11.31 I4J8 !1.030 15' 2.24 6.67 16.83' 21.25 /.33 1.32 2.21 3.08 3.96 34 40 46 52 6'-0" 3.05 /3.37 16.42 13.03 R 2.45 7.25 13.25 3.25 19.25 25.25 1.38 1.58 2.76 3.91 38 44 51 58 0/0.40' O /0.10' Dimensions permitted to allow use of /2' standard pipe lengths. 48" 6'-9" 3.22' 15.49 10--- 15.03 -V.-03-r-2J' /9' 2.65 7.83 14.56' 2/.33' 28.08 1.42' 1.85 3.30 4.73 6.17-41 48 56 63 4" T-8 Y. R.49' 20.88 2.83 8.42'-/6.08' 23.75 31.42W1.5 214 3.95 5.77 7.58 44 52 p0 Concrete slab shall be deepened to form bridge across crown of pipe. See section below. ' 5 23.// 19.03 3 3.00 9.00 R 26.00 39.502.45 4.66 7 47 56 6l 69 7 9'-2" 3.73' 2/.62 25.35' 21.03' 25' 3.18 9.58 18.75` 27.92 37.082.68 5.54 8.18 /0.84 4959 69 80 72" 10'-0" 3.91' 22.68 25.59 23.03 27' 330 /016 20.16 30.16 40.163.18 6.27 9.36 /2.45 52 63 74 85 SELECT o w SELECT COMMON / FILL o -� COMMON o �- �/% FILL m z FILL!/ °' Z UNDISTURBED /�\ w W $0d 1' Beveled Or Round Corners �" Sod p ♦ �: /\ aw. w BEDDING ROCK- a v �� _ _ _ I. --.I Beveled Or Round Corners - - (SEE NOTE 3) \ �� ° v PIPE BEDDING J (SEE NOTE 8 & 9) �C �, ://\\ \ \ \ \ \ \ \ iii/moi,./ /♦� i�/T ��/�ir�% UNDISTURBED EARTH NOTES: NOTES: % 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 957. OF THE 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE / MAXIMUM DENSITY AS PER AASHTO T-180. MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 957. OF THE �a MAXIMUM DENSITY AS PER AASHTO T-180. MAXIMUM DENSITY AS PER AASHTO T-180. u 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED 3 ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE BY THE CITY. \ REQUIRED AS DIRECTED BY THE CITY. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER, u, \ FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. \ 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING Concrete Slab, 3" Or 5'' Thick, 0 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. Reinforced With WWF 6x6-Wt,4xW1.4 `" Sod- IN EXCAVATIONS. 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE ° 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH CITY. BEDDING DEPTH SHALL BE 4" ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE MINIMUM FOR PIPE DIAMETER LESS THAN 5' S� TOP VIEW -SINGLE PIPE \ RESTORATION WITHIN CITY OF OCOEE RIGHT-OF-WAY SHALL COMPLY WITH 15', AND 6 MINIMUM FOR PIPE REQUIREMENT OF RIGHT-OF-WAY DIAMETER 16" AND LARGER. UTILIZATION REGULATIONS AND 9, DEPTH FOR REMOVAL OF UNSUITABLE Notes e q \ .ROAD CONSTRUCTION SPECIFICATIONS. MATERIAL SHALL GOVERN DEPTH OF Deepen 'Around Outside BEDDING ROCK BELOW THE PIPE. CITY SHALL DETERMINE IN THE Edge Of Pipe For 5,4' Slo *:•. 4�ar B " Reinforced With WWF 6x6-Wl.4xW1.4 Sod--"I FIELD REQUIRED REMOVAL OF 2d concrete Slob, 3 or 51' Thick, 0 UNSUITABLE MATERIAL TO REACH o SUITABLE FOUNDATION. Concrete ° Pape connector TOP VIEW -MULTIPLE PIPE s Saddle * � Side Ditch Grade .1or'e T YPE B BEDDING AND TRENCH/NG DETA/L TYPE A BEDDING AND TRENCHING DETAIL 2' Not Less Thon D 2 #4 Bor NOTE: Sea sheet 6 for details and notes. No Pipe Joint Permitted6' 5' Sod Unless Approved B The E ineer N, TS. N. TS. E *Slope: 4J Niter: To C Pipe For Pipes 18' And Smaller. Paid For As Pipe Culver F (Pipe To ee Included Under Unit Price For Mitered End Section) 2J For Pipes 24" And Larger. 2:1 Niter: To ft Pipe For Pipes 18' And Smaller. SECTION hl For Pipes 24' And Larger. SEE MANHOLE CONNECTION DETAILS TROWEL -FINISHED CONCRETE BASE CONCRETE BENCHING 3' F, go F PRECAST - TEE MANHOLE ;: • . •'• . �• SEE NOTE 1 (TYP.) SHEETED TRENCH UNSHEETED TRENCH QF, s� WALL INFLUENT SEWER * D 10" MIN. "D" 6" SEE NOTE 1 (TYP.) �, ��F (SEE NOTE 3) METALLIC LOCATING WIRE EARLY WARNING TAPE CONCRETE ENCASEMENT \\ * M*N. ; \� \� FINISHED GRADE 4 :^'6". �- OF VERTICAL PIPE //� ✓\//\�/C\�/\\�� //\\i DROP PIPE UNDISTURBED \\ \ \ \ \ SIDES CAN \ \ :': • ' , 2500 PSI \� BE FORMED �/ / INLET CONNECTION (SEE NOTE 1) EARTH ►�\\/� \/\\ CONCRETE\\ :. \\\•\i/\ %\♦i " MANHOLE FRAME &COVER AS REQUIRED 900 BEND SHEETING \ / j 1 MAX. IN (SEE STANDARD DETAIL) H- 2 • o a : o 2500 PSI SET COVERS FLUSH . ,.; • :.. ..::. "..'., ..'• ..; • ... . , o o "o , o \\ \\ \ /\ / PAVED AREAS & AT FRAMES BEDDED IN MORTAR e ELEVATIIONS SHOWN IN /// , // ... •, / / CONCRETE / � UNPAVED AREAS. \ • a , o • -0-0-04 , a a o . o ; o , / BEDDING ROCK \ \\% % /\ PVC WATER MAIN , 4 MIN./ / • o • o. o • o • o • a \//� z �// /\; .\ 2 COURSES OF BRICK(MIN,)PRECAST /\\i `� %\\ \\/-- UNDISTURBED /\ // OR FORCE MAIN STANDARD DROP DETAIL MANHOLE /\//\/\\\/\\\/\\\/\\\/\\\/\\\//\\/\ \//\� / \\\� EARTH \/\/\/\/\/\/. 1 -6 MIN. W WALL / / , \ \ \ \ \ \ ♦ 4 COURSES MAX. MAX. TRANSITE COLLAR ENCASED \//i/%\/%\��\�%\�j\j\\j\\�\\j\\ " 5 20-011 ¢ IN NON -SHRINK GROUT CONCRETE ARCH 1 MAX. �- METALLIC LOCATING WIRE > INSIDE WALL OUTSIDE WALL FLUSH WITH MANHOLE WALL PVC OR DIP FULL ENCASEMENT EPDXY COAL TAR COATINGS Ln ONTPSURFACEs (SEE NOTE 2) PER SPECIFICATIONS 4'-0" 5 MIN. Of PRE -PRIMED PRE -MOLDED ::.' •:. oI JOINT SURFACES PLAASSTI2 JOIINT \/\/\/\oo WRAPPER PRECAST \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ BENCHING PER SPECIFICATIONS " 1 p WRAPPER MANHOLE o w WRAPPER TO WALL SHEETED TRENCH UNSHEETED TRENCH NOTES:/��/��/��/��/��/��/��/�/��/��/��/��/��/�\/�\, �E REMOVED) SPECIAL DETAIL FOR 24" DIAMETER „ ,� " SEE NOTE 1 (TYP.) 1. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN „ > PIPE AND LARGER 10 MIN. D 6 24 AND 24" MAX. FOR PIPE DIA. 24" AND OVER. REINFORCEMENT AND JOINT 6 SQUEEZE -OUT STAINLESS STEEL ` MIN. " " DETAIL TO BE DESIGNED BY MIN. COMPLETED PVC OR \/ * 2. �D� REFERS TO THE DIAMETER OF THE PIPE. THE ENGINEER AND „ JOINT WITH �\ BAND DIP ��� 3. 'T REFERS TO THE THICKNESS OF THE PIPE. APPROVED BY THE 1- 8 MIN. SQUEEZE -0 \ .: SHEETING\/ SIDES CAN 4. USE OF CONCRETE ARCH HALF ENCASEMENT OR FULL CITY 9" 9" STAINLESS STEEL '.: ::''.' .:. '•`•'.'' PIPE CLAMP " „ BE FORMED ENCASEMENT TO BE DETERMINED IN THE FIELD AS NOTES: I I� :•. / / \/'\♦ DIRECTED BY THE CITY. 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE 9'1 �9'1-- RESILIENT D / 4- /// // 5. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING (14 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR BEDDING ROCK 2" MIN. CONNECTOR •p" / 2 j\�/ //jt-- 2500 PSI AND BRACING EXCAVATIONS. 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. STANDARD PRECAST MANHOLE , „ \ /� CONCRETE LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX CAST -IN-PLACE PRECAST MONOLITHIC PIPE CONNECTION 'T 3. AND BE CAPABLE OF EXTENDING 12 ABOVE TOP OF BOX IN SUCH A CONCRETE BASE BASE " MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. NOTES: 6 MIN. \\j //�-•- UNDISTURBED EARTH USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS TOP OF THE PIPE. THE INFLUENT SEWER, 4. EARLY WARNING TAPE IS REQUIRED IN ADDITION TO LOCATING 2. THE CITY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS WIRE AT DIRECTION OF CITY. FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER, CRADLE OR HALF ENCASEMENT NOTES: 3 RCONNECTION OALL 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24", SEE SECTION 20.4.3 OF THE BE REQUIRED FOR ALL MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". LINES WHICH HAVE AN INVERT 2' OR 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS MORE ABOVE THE MANHOLE INVERT. 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. CONCRETE ARCH AND ENCA SEMEN DETA/L S PIPE LOCA TING WIRE DETAIL PRECAST CONCRETE MANHOLE MANHOLE CONNECTION DETAILS N. TS. N.TS. N. T.S. N. T. S DATE REVISION NAME CHECKED DetG#S JOB N0. 9/16/05 City Comments JAS RAJ water & Se wer June EngineeringConsultants, Inc. - .l� 232 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 C �' 0355 Certificate of Authorization0000 7 SHEET # 850 • Ph. 407-905-8180 Fax 407-905-6232 Prairie Lcke Reserve DRAWN BY: DATE ICHECKED BY: DATE SCALE 12 l/ CLK 11/1/04 RAJ 11/1/04 N. T. S. OF 16 DOUBLE METER BOX SET TOP OF VALVE BOX RAISED 1-1/2" LETTERS TO FINISHED GRADE VALVE COLLAR (18" x 24" MIN.) IN UNPAVED AREAS FLUSH WITH TOP OF COVER CONCRETE COLLAR (SEE DETAIL) FINISHED GRADE FINISHED GRADE rSEENDETAIDSPREAS FINISHED GRADE } 0 O •s 2" CAP � �'� Off. \ � 2" GATE VALVE SANITARY SEE NOTE 2 VALVE ADJUSTABLE CAST IRON o IN !K! BUTTERFLY y/ ADJUSTABLE CAST ` BOX SHALL REST ON / VALVE // IRON VALVE BOX 2" 90° BEN ° ° ° ` BEDDING ROCK NOT l �\ °°oo oo•000 oo°•° ° °;•. F�ORIDP RESILIENT \ °CIO -o'0 -0'o -0'o -G'0 'o••'r° M. J. GATE VALVE — ON VALVE OR PIPE °,°e°,°•°,°°°,°°°,°°°,° °°°,°e° 2 —NON PENETRATING I AND SHALL BE �\/% ° ° °O.p °° °°°.,• °•°.°°°.° PICK HOLES ° ° ° ° °°°.°°° ,� CENTERED ON \w` °° 6 WATER \ °°°•°, °° °°°•° °,° °,O °,° ° OPERATING NUT °°° °°°.°•°.° MAIN O• p•O.p•O.p•O•p•O•p•O.p O.p°o.0. °'O°O °.°°°�°°O -o °o.o °o.°°° °�°°O ^° ,. PLAN °.o° yip\ °O • °°O• •O. 0 ° ° p ° •p0 ° e°.°p \ ae eo'o ao'o ee (/ aO,o,oe°, o •O•o ",°"° ° o'0o°aeo°po.°",°°° °. °°.,•°oe°pD°°o. io �j\//\\i%'�•O/ /° /\0p' °\Oo ° °.p °0. °0p o°0\°/O•v\ °\pO o\°p oo\0••/�°°pa/�°\� °pp/•'o�\°°./°a p°\•°•,/�' 2" 900 BEND MACHINED a° MATING ° -0 -0 JOINT 6" BEDDING ROCK SURFACES DUCTILE IRON : ° WATER MAIN 7. 6" BEDDING ROCK UNDISTURBED BEDDING ROCK L 24"+/-3/g" 1-1/2"MIN. EARTH E+ ---i-4-3/4" MIN. 1. PVOCEEXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. TAPPED CAP ELEVATION NOTES: 2. ALL WATER SHUT—OFF VALVES SIXTEEN (16) INCHES 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. AND LARGER SHALL BE BUTTERFLY VALVES. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO SEE SECTION 52.3. NOTES: COME UP TO 2 FOOT DEPTH BELOW FINISHED GRADE. 1. ALL 2" PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL OR BRASS WITH THREADED (NPT) JOINTS. BLOWOFF VALVE DETAIL S TANDA RD MANHOLE FRAME AND CO VER GATE VALVE AND BOX DETAIL BUT TERFL Y VAL VE AND BOX DETAIL N. T.S. N. T.S. N. TS. N. T.S. HYDRANT OPERATING NUT 24" x 24" x 6" HOSE NOZZLE AS REQ'D. VARIES VARIES THICK CONC. PAD 24" SQUARE OR w TYP. EACH VALVE BOX. ROUND AND 6 THICK PUMPER NOZZLE LOT LINE WYE WITH Z REINFORCED CONCRETE 6" BRANCH SEWER MAIN 3" DIA. BRONZE DISC SHEAR PAD. SEE FACING STREET N ANCHORED IN �ONC. PAD #4 BARS ALL NOTE 1 SET TOP OF VALVE BOX Uj w 6" 45° SIZE VARIEScr_ CLEAN—OUT $TAMP AS RF)Q D AROUND DISCIANCHORED IN 2 4 AT 9" (l _ — VALVE COLLAR TO FINISHED GRADE '— (TYP.) SEE NOTE 1 z UJ # (SEE DETAIL) CONC, PAD STAMP O.C. ALL o BEND WYE WITH SEE NOTE 1 SIZE OF VALVE AS REQ D. AROUND A 6' REINFORCED CONCRETE Z 6" BRANCH FINISHED GRADE COLLAR IN UNPAVED AREAS CLEAN—OUT REMOVABLE 6" 45° WYE WITH TYPE OF VALVE a 6" BRANCH •�'•:...�.. _';:'.:.•....': :... .•;; SEE NOTE 1 PLUG BEND r SERVICE w� ' \ ,,, _ LOT DIRECTION & NO. �_p - COMPACTED \' M J HYDRANT 4•' BACKFILL W Z OF TURNS TO N Q VARIES LINE DOUBLE OPEN w R SEE NOTE 2 A _ ANCHORING TEE WYE VALVE BOX N " A ADJUSTABLE CAST IRON Ckf VALVE BOX PLAN (TNYP. � OVER \.: '' . • : \:.' . • : '• \ • :.. \ � SEE NOTE 1 BOX SHALL REST ON 2500 P.S.I. 12" / ° ° ° ° • ° ° BEDDING ROCK NOT FINISHED GRADE CONCRETE MIN. ANCHORSA° •° • ° ° • •° • °° • ° e° • e° ° ° e° \ ^° o o.o•°.p•o o°o.p•Oipe°ipe a°ipe°, \ . M.J. PLUG VALVE ON VALVE OR PIPE SLOPE TO AND SHALL BE TERMINAL 6" BEDDING ROCK WASTEWATER CENTERED ON ::. � DEPTH AT � UNIMPROVED CONDITION FORCE MAIN OPERATING NUT 1.0% MIN. RESILIENT SEAT GATE TOP FLUSH WITH STANDARD INSTALLATION VALVE AND BOX •°•°°• FINISHED GRADE (SEE DETAIL) °. ° . ° 9" _ ASPHALT SURFACE *a .0 ROTATE °.°•°•°°°•°• SPRING LINE • TERMINAL DEPTH 30° {TYP.) ,•°.°°°.o°°.° °e°•p•°•o°°•°°°•o°°• AS REQUIRED FOR (SEE NOTE 3) SEWER MAIN ,.o•°.°•°.°°°.°•0.° °.°•°.°°°.°•°.°°°.o• „HOUSE" SERVICE NOTES: °e°,°e°,°e °•° °°° °°°,°°° ---BASE ,°°°.°°°. 1.THE DEVELOPER MAY ,.p•o 0'0-000.00 0.1 a•°•o•o•o•o•o•o•o•o° SINGLE DOUBLE INSTALL THE SHEAR PAD LATERAL LATERAL RECESSED UP TO 4" 6 BEDDING ROCK a ,p"°,p BELOW FINISHED GRADE '° • °" AND SOD THE RECESSED PROFILE 4" x 4" x 18" LONG .° °.°• ° °°°•° o.o°°.°, >"°.° ° .,°°;o °.° ° ° ° ° SECTION. (MIN.) PRECAST POST °°°•. °• ° ° °•° °. VALVE BOX ° " o 0 0 0 . 2.CLEARANCE BETWEEN AND COVER WITH 3" DIAMETER °`°•°`° ° BOTTOM OF BOLTS AND NOTES: BRONZE DISC SET IN °°°°°'°°°"°` 1. CLEAN—OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER (TYP.) GROUT AS SHOWN .0.0.0.0'°°°'°. TOP OF SHEAR PAD IMPROVED CONDTITION ABOVE. ° °°° pe° °°° e e °•O°O•° "°'° SHALL BE 6" MINIMUM. IN ACCORDANCE WITH STANDARD PLUMBING CODE. ° °° • ° °°' ° °° • 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE NOTES: a° ° ° ° ° ° ° ° ° NOTES: • °.° °.°°°.°°°,°°°,°°°,oe°,°°. 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 25' MAXIMUM. 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16" AND - ° " " " THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN LARGER, OR AS REQUIRED BY THE CITY FOR CRITICAL OFFSITE VALVES. COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE. BELOW SPRING LINE. 2. VALVE COLLAR DIMENSIONS MAY BE REDUBRONZE IDENTIFICATIONDISCEN EN THE SECTION A- A IS NOT REQUIRED. PLUG VALVE AND BOX DETAIL SER VICE LA TERAL DETAIL VALVE COLLAR DETAIL FIRE HYDRANT A S SEMBL Y DETAIL N. TS. N. TS. N. T.S. N. T. S DATE REVISION NAME CHECKED , JOB NO. 9/16/05 City Comments JAS RAJ Water & Sewer DetG#S June Engineering Consultants, Inc. 01-035 5 C232 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 Certificate of Authorization #00008507 SHEET Ph. 407-905-8180 Fax 407-905-6232I j PrGrie L alae Reserve DRAWN, BY: ATE RAJ , KED BY: ATE SCALE N. T.S. OF 16 o 4' x 4' PRECAST SOP CORPORATION N.) (SEE NOTE 3) STOP CORPORATION N.) FITTING FINISHED CONCRETE VAULT CAST IRON FRAME GRADE 36" SQ. AND COVER WITH MARK WITH (13/4'4 ACCESS LID. WOOD PAINTED 17-1/4" / GROUT BLUE & WITH CURB STOP 4" MAX. ----I LOT NUMBERS Z 2 EA. BACKFLOW PREVENTER GRADE IN ACCORDANCE WITH/yi . /w� W PLANS APPROVED BY i 0O /� �i/, �- W C�� a THE COUNTY PREMOLDED PLASTIC GATE VALVE JOINT FILLER 2" VALVE (TYP.) GATE VALVE " 2" PORT WITH POLYETHYLENE POLYETHYLENE TEST COCK (TYP,) 5 WALLS (MIN.) GATE VALVE GATE VALVE THREADED ION PIPE PLUG (TYP.) THREADED PLUG TUBING (1 MIN.) TUBING (1 MIN.) UNION �2' REQUIRED CUT OUT FOR FORCE SINGLE METER BOX DOUBLE METER BOX THREADED (2 REQUIRED} NIPPLE (TYP,)) 2" NIPPLE MAIN OR WATER MAIN AND WATER METER AND WATER METER NIPPLE (TYP.) EE NOTE 2AS REQUIRED (BY CITY) so• BEND 900 BEND VALVE 2" GATE SEE NOTE 2 t6 FEET SINGLE SERVICE ( BY CITY (2 REQUIRED) DOUBLE SERVICE (2 REQUIRED) 2" NIPPLE SERVICE SADDLE CORPORATION STOP PER SPECIFICATION t •°° ° G°. &FITTING N FITTINGS AND °° • ° ° ° . o °° . z ANDPLARGORT �R) FINAL GRADE PIPE FOR :' o° "° • ° . ° °° . , ° SECTION 50.5.4 (NORMALLY OPEN) (2 REQUIRED) / �1 A.R.V. SHALL ,. r. 1,>. /.. T BE BRASS °,° ° FINAL GRADE i A /� WRIZ 0 0 a 0�0 0.0 0.0 0 0�0 0�0 0 0 o CC THREADS..:.: ...:... .. _ DIEM ER B f�, o°°. °. °.°>°.°° . °. BOX AWWA TYPE /18° ET Y6.. TO METER ; .�.. .... s. ASSEMBLY I -I I >•....: .... I I X111" OR 18 x 18 x 6 1 I I-11 CONCRETE COLLAR ° ^ 6" SADDLE FROM TO WITH #4tAR AIiL -- BEDDING ROCK POLYETHYLENE 18" WIDE BY 6' THICK MAIN AROUND REQ D.) SERVICE TUBING PAD UNDER ENTIRE TQ WET SEASON WATER TABLE 8" x 16" REINFORCED 30 - 45 DEG. FROM ASSEMBLY WITH 14 BAR MAIN 12" ON CENTER EACH WAY SERVICE CONCRETE FOOTING. NOTES: NOTES: 1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE WATER MAIN NOTES: THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. 1. ABOVE DETAIL IS BASED ON 2" COMBINATION AIR/VACUUM 1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL. RELEASE VALVE, CHANGE PIPE AND FITTINGS ACCORDINGLY NOTES: FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE 2. UNIONS WILL BE REQUIRED FOR 2" DIAMETER DETERMINED BY THE ENGINEER AND APPROVED BY THE CITY AND SMALLER ASSEMBLIES ONLY. PRIOR N INSTALLATION. 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY, GRADE SHALL BE 4.0 FEET. 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. 4. ALL SERVICE LINES AND FITTINGS SHALL BE POLYETHYLENE TUBING CONFORMING TO SPECIFICATIONS IN AWWA C800 AND AWWA C901. DOUBLE -DETECTOR CHECK VAL VE A SSEMBL Y REDUCED PRESSURE BACKFLOW PRE VEN TER AIR OR COMBINA TION A IR/ VA CUUM REL EA SE VA L VE WA TER SERVICE CONNECTION DE TAILS N. TS. N. TS. N. T.S. N. TS. 0 THICK CONC PAD DOUBLE SINGLE TYP. EACH VALVE BOX. LOTS (TYP.) SERVICE (TYP.) SERVICE (TYP.) FINISHED GRADE 3" DIA. BRONZE DISC — — �(�(j�/////�/�/�(�( ANCHORED IN CONC. PAD #4 BARS ALL PROPERTY TAMP AS R Q'D AROUND 3" DIA. BRONZE LINE (TYP.) --- 36" MIN. SEE NOTE 1I DISC ANCHORED IN CONCRETE BLOCK �/� COVER CONC. PAD STAMP MORTAR WALL OR BRICK AND (SEE NOTE 4) SIZE OF VALVE AS REQ'D. FILLING AT TYPE OF VALVE ai t BOTH ENDSVENTHOLE 1 ° STAINLESS STEEL BANDING SERVICE WAM�•• RESTRAINED= STRAP JOINT DUCTILE `` (TWOF DIRECTION & N0. 4 • L_p a . • . "' WATER MAIN — PER SET O IRON PIPEJU SKIDS MINIMUM) OF TURNS TO OPEN w R ( ( 6" MINIMUM VALVE BOX: o — AND COVER ; A ,. •. N .; 6" MIN. TREATED WOOD (TYP.) ... SKIDS AT 10' ' : +' ` .. .•.. • . � �� . �� � AXIMUM SP CING CONCRETE I MIN. 12" ANCHORS STEEL CASING PIPE SEE NOTE 2? o UNIMPROVED CONDITION 4" WATER REDUCER DUCTILE IRON PIPE TOP FLUSH WITH MAIN (MIN.) 6" FIRE FINISHED GRADE FITTINGS AS HYDRANT 24" White Thermoplastic a ° 5 Sidewalk 9" ASSEMBLY ASPHALT SURFACE REQUIRED (TYP.) SEE NOTE 1 Stop Bar :a. — `� 4" x 4" x 4'-6" 1" STAINLESS -� LONG (SEE ED WOOTE S) STEEP BANDING RIGHT OF WAY LINE Right -of -Way• —BASE CURB �So 45 WATER MAIN 30" Hi Intensity 4" Double Yellow Stop Sign 1. WHEN CONSTRUCTION IS WITHIN FOOT JURISDICTION, ADDITIONAL 4" x 4" x 18" LONG Thermoplastic REQUIREMENTS OF THE UTILITY ACCOMMODATION GUIDE SHALL BE MET. VALVE BOX (MIN.) PRECAST POST SIDEWALK (TYP.) AND COVER WITH 3 DIAMETER RIGHT OF WAY LINE 2. CASING SPACERS, AS SPECIFIED IN SECTION 33.4.4. OF THE MANUAL, (TYP.) BRON EASDISC SHOWN SET IN MAY BE REQUIRED BY THE CITY OR MAY BE SUBSTITUTED IN LIEU OF IMPROVED CONDTITION ABOVE. WOOD SKIDS AND BANDING STRAP. NOTES: NOTES: 3. LARGER SKIDS SHALL BE REQUIRED FOR PIPE GREATER THAN 24" DIAMETER. 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16" AND 1. ANCHORING TYPE 90' BEND SHALL ONLY BE USED WHERE RIGHT-OF-WAY 4. WHERE PRACTICAL, CASING SHALL EXTEND 10' BEYOND EDGE OF PAVEMENT LARGER, OR AS REQUIRED BY THE CITY FOR CRITICAL OFFSITE VALVES, CONSTRICTIONS WILL NOT ALLOW INSTALLATION OF A STRAIGHT ASSEMBLY. AND SHALL NOT BE LESS THAN 6' BEYOND EDGE OF PAVEMENT IN ANY CASE. 2. VALVE COLLAR DIMENSIONS MAY BE THE CITY MAY REQUIRE LONGER CASINGS FOR DEEPER BORES. REDUCED TO 18" x 18" x 6" WHEN THE BRONZE IDENTIFICATION DISC IS NOT REQUIRED. SIDEWALK / STOP LOCA TION DETAIL BORING AND JA CKING DETAIL VAL VT COLLAR DETAIL WA TER SERVICE L OCA TION DETAIL N. T.S. N. T S N. TS. N. T.S. DATE REVISION NAME CHECKED j June Engineering Consultants, Inc. JOB NO. 9/16/05 City Comments JAS RAJ WGter & Se wer DetG#S / T 232 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 01- 0355 10/5/05 DRC Comments JAS RAJ C Certificate of Authorization #00008507 SHEET Ph. 407-905-8180 Fax 407-905-6232 PrGrie Lake Reserve DRAWN BY: DATE CHECKED BY: DATE SCALE 14 A111 CL K 19/1/04 RAJ 11/9/04 N T. S OF 16 6' Black Vinyl Coated Chain Link Fence, with Posts and Rails Painted Black 4" of Bedding Rock With 30' Polyethylene Film Liner Lot Line Under Rock Control Panel (See Detail) ;t o i a i 1" Water Main t v• t 4" PVC Force Main f Water Meter Lift Station Tract - ` ' - Reduced Pressure Backflow Preventer (See Detail) 8" x 1" Reducer Const. 10' Wide Asphalt 8" Gate Valve or Concrete Access Drive i Entrance Manhole 0 BRAID CLAMP (TYP) - 1/8" THICK X 1" WIDE X 12" LONG MULTISTRAND TINNED COPPER BRAID FINISHED - GRADE NO. 210 TINNED COPPER GROUNDING CONDUCTOR - PUMP STATION SITE PLAN GATE POST GATE PIPE FENCE RAIL POST GROUNDING CLAMP TO PUMP STATION COUNTERPOISE PERIMETER GROUNDLOOP FENCE POST GROUNDING ALUMINUM ACCESS V D.I. VENT PRECAST EMERGENCY PUMP OUT CONNECTION HATCH W/LOCKSEr WNENT CAP CONC. TOP FEMALE QUICK CONNECT AND CHAIN -LOCK CAP. AND RECESSED AND S.S. SCREEN PLUG VALVE GREATER POSITIONIROTATION PER COUNTY HANDLE THAN 4" WHEEL REPRESENTATIVE--_� ABLE HOLDER OPERATED ALUMINUM ACCESS POWER WALL SLEEVE S HATCH W/ LOCKSET FLANGED RISER i CABLE COMPRESSION AND RECESSED HANDLE B SEAL ) VALVE BOX S COVER 30" X 30" CONC. ;S,•' PROTECTIVE I CHECK VALVE STAINLESS STEEL COLLAR 6" THICK ` rFINISHED LINER W/LEVER & PRESWRE GUAGE i BASE ELBOW TO EDGE OF PIT WEIGHT - G - -------------------------------- BOND #4 STRANDE ELEV. T GRADE ELEV U TINNED COPPER TO I ACCESS COVER AND 2/0 STRANDED 1--i %O PET COCK VALVE i 2" DIA SCH. 40 • •o. 4 FT. 8 IN. Min. TYPE 31619.8. .' TO FENCE I (NOTE #2) ELEVATION U A SLIDE RAM- 1 HIGH LEVEL ALARM HEAVY HEAVY DUTY OUT 87.00 TYPE 310 S.S. LIFTING CHAIN • . �, . Z 'i .. PLUG VALVE MJ TEE \ t . e r (SEE NOTE 1) '. I -BOND #4 STRANDED DUCTILE IRON PIPE - SHOWN (RESTRAINED JOINT) ROTATED 90' KOR-N-SEAL BOOT S.S. PIPE SUPPORTS FOR CLARITY LX ELEVATION Z I J HIGH LEVEL ALARM ELEV. V SPOOL PIECE D.I.P. P.V.C. ELEV. X v LAG PUMP ON ELEV. 3" SCH 40 PVC LIQUID LEVEL - p FLOOR DRAIN CONTROLS , •: LEAD PUMP ON ELEV. X W/P TRAP (SLOPE OUTLET PIPE i •' 112 " PER FOOT ! =6' BOTH PUMPS OFF ELEV.YAK GROUT O OUNTERPOISE ?JO STRANDED TINNED r. , LEV. Z BASE ELBOW COPPER MIN. 30" NOTE: BELOW GRADE 1. EACH PUMP SHALL BE FITTED WITH 6 FEET (6'0) OF TYPE 316 SS, 3/4" CHAIN ATTACHED TO THE LIFTING MECHANISM AND AIR CRAFT \�\ 9 2. TIE TO FENCE, MINIMUM 2 LOCATIONS. NOT REQUIRED WHERE PVC GRAVEL 3. PROVIDE EXOTHERMIC WELDS UNLESS RATED 1/4" S.S. CABLE PROVIDED BETWEEN THE CABLE HOLDER PUMP S TA TION IN. AND THE CHAIN. # 6 -12 O.C. E.W. 2. WALL PENETRATION SHALL BE WITH WALL SLEEVE COMPATIBLE W/ LINER AND RESILIENT SEAL BOOT FOR GRAVITY OR MODULAR UNDISTURBED SOIL OR MIN. 314 DIA X 11" STAINLESS SEAL FOR FORCE MAINS. SELECTED COMMON FILL STEEL ANCHOR BOLTS TO COMPACTED TO 98% EXTEND 7" INTO BASE. MAX. DENSITY PER AASHO T-180 PUMP S TA TION SEC TION I N. T.S. WALL SLEEVE 16' WIDE 3, MAV, COMPRESSION SEAL (TYP.) H 8» PRECAST CONC. VALVE VAULT 8'-0" PANELS CHECK VALVE PVC W/ LEVER AND CAPPED NIPPLE I WEIGHT AND VALVE FOR '� ���` ,� PRESSURE GUAGE iI -_ -� - - - -- (TYP.) R/W __L_ ` - `I -------------------- nh I WATER METER o ! o tlob" ' I I OUTLINE OF` -----LSPOOLPIECE � EMERGENCY ACCESS G o PUMP OUT OPENING �� PLUG VALVE CONNECTION F W/LEVER OPERATOR CABLE HOLDER _T, PVC FLOOR DRAIN RESTRAINED MJ (TYP.) PUMP S TA TION PLAN N. TS, BROOKS PRODUCTS PRE -CAST 10"X 1T' SERIES 36 CONCRETE PULL BOX, OR EQUAL 3" HIGH LETTERS CAST IN COVER GROUND TEST WELL LIFTING HOLE RECESSED HOLD DOWN (7YP) DRILL & T NO.4 AWG TINNED '' COPPER GROUNDING'Y' CONDUCTOR, PROVIDE 36" SLACK s a MECHANICAL CONNECTION AST IRON COVER GRADE M, L2" NO. 2/0 AWG TINNED COPPER GROUNDING CONDUCTORTO COUNTERPOISE GROUND ROD GROUND TES T WELL N. T.S. DATE REVISION NAME CHECKED 10/5/05 DRC Comments JAS RAJ GROUND S.S. CLAMP, BOLT TO COVER TO GROUND GRID/COUNTERPOISE METAL ACCESS COVER 1/8" THICK V WIDE MULTI -STRAND TINNED COPPER BRAID (LENGTH AS REQUIRED) J GROUND CLAMP, BOLT TO FRAME 3/4" PVC CONDUIT NO.4 AWG TINNED V-0" LONG COPPER GROUNDING (SEE NOTE 2) CONDUCTOR NOTES: 1. ON COVERS WITH MULTIPLE DOORS, PROVIDE BRAID FROM FRAME TO DOOR ON EACH DOOR PROVIDE WATERPROOF CAULKING WHERE GROUND CABLE AND CONDUIT PENETRATES WETWELL TO PREVENT INTRUSION OF GROUNDWATER AND ESCAPE OF VAPORS FROM WETWELL 2. INSTALL GROUND WIRE SO THAT IT WILL NOT CROSS CLEAR OPENING OR PREVENT OR IMPEDE NORMAL METHOD OF REMOVING FLOATS OR PUMPS. C 0 VER A ND D 0OR GROUNDING DETAIL N. TS. PUMPS SHALL BE; MANUFACTURER: _M FLYGT MODEL: _ C3102 IMP. _ 433 _� DIA: w 4" MM, SPEED: y_ 1750 - RPM; DISCHARGE SIZE. -M ¢ _ IN.; VOLTAGE' 230 460 M; HZ,: PHASE. _ 3 H.P,: __ 5__ ; MIN, SOLID SIZE.- IN.; CURVE.' 3102 OPERA77NG CONDITIONS SHALL BE _N200 GPM AT _� 31.2 _ FEET TDH. GROUND TEST ENCLOSURE R �T-----G-----------G-----� ONE TYPICAL PER STATION--/ 0 > ON 6" CONCRETE DEDICATED TO CITY OF 4" OF BEDDING ROCK WITH Pump PUMP I DIMENSION B ABLE HOLDER I ELEC. PANEL ,L 1 UNDER ROCK RACK AND Y ( I ( LIMITS OF LENGTH OF PUMP ACCESS CONTROL PANEL I I 11I . UTILITY I BASE ELBOW TO EDGE OF PIT i -�- - G -f - G - -------------------------------- BOND #4 STRANDE DIMENSION H TINNED COPPER TO I ACCESS COVER AND 2/0 STRANDED 1--i I FRAME TINNED COPPER TO TOP OF WELL • •o. 4 FT. 8 IN. Min. FENCE TO FENCE I (NOTE #2) ELEVATION U r i 1 HIGH LEVEL ALARM I VALVE VAULT OUT 87.00 LAG PUMP ON PANEL I -BOND #4 STRANDED LEAD PUMP ON (INVERT OF GRAVITY PIPE) ELEVATION X 86.00 PUMPS OFF (TOP OF PUMP VOLUTE) TINNED COPPER TO 82.00 LVE ELEVATION Z I 80.50 ACCESS COVER AND I VAULT, (. FRAME I I -15 I I 7MCK OUNTERPOISE ?JO STRANDED TINNED 0 COPPER MIN. 30" C* 6NCREW BELOW GRADE NOTES: 1. DETAIL IS GENERIC. SPECIFIC LOCATIONS OF EQUIPMENT MAY VARY. 2. TIE TO FENCE, MINIMUM 2 LOCATIONS. NOT REQUIRED WHERE PVC COATED, BLOCK, OR WOOD FENCE IS INSTALLED. 3. PROVIDE EXOTHERMIC WELDS UNLESS NOTED OTHERWISE. PUMP S TA TION GROUNDING DETAIL N. T.S. N. TS, BROOKS PRODUCTS PRE -CAST 10"X 1T' SERIES 36 CONCRETE PULL BOX, OR EQUAL 3" HIGH LETTERS CAST IN COVER GROUND TEST WELL LIFTING HOLE RECESSED HOLD DOWN (7YP) DRILL & T NO.4 AWG TINNED '' COPPER GROUNDING'Y' CONDUCTOR, PROVIDE 36" SLACK s a MECHANICAL CONNECTION AST IRON COVER GRADE M, L2" NO. 2/0 AWG TINNED COPPER GROUNDING CONDUCTORTO COUNTERPOISE GROUND ROD GROUND TES T WELL N. T.S. DATE REVISION NAME CHECKED 10/5/05 DRC Comments JAS RAJ GROUND S.S. CLAMP, BOLT TO COVER TO GROUND GRID/COUNTERPOISE METAL ACCESS COVER 1/8" THICK V WIDE MULTI -STRAND TINNED COPPER BRAID (LENGTH AS REQUIRED) J GROUND CLAMP, BOLT TO FRAME 3/4" PVC CONDUIT NO.4 AWG TINNED V-0" LONG COPPER GROUNDING (SEE NOTE 2) CONDUCTOR NOTES: 1. ON COVERS WITH MULTIPLE DOORS, PROVIDE BRAID FROM FRAME TO DOOR ON EACH DOOR PROVIDE WATERPROOF CAULKING WHERE GROUND CABLE AND CONDUIT PENETRATES WETWELL TO PREVENT INTRUSION OF GROUNDWATER AND ESCAPE OF VAPORS FROM WETWELL 2. INSTALL GROUND WIRE SO THAT IT WILL NOT CROSS CLEAR OPENING OR PREVENT OR IMPEDE NORMAL METHOD OF REMOVING FLOATS OR PUMPS. C 0 VER A ND D 0OR GROUNDING DETAIL N. TS. PUMPS SHALL BE; MANUFACTURER: _M FLYGT MODEL: _ C3102 IMP. _ 433 _� DIA: w 4" MM, SPEED: y_ 1750 - RPM; DISCHARGE SIZE. -M ¢ _ IN.; VOLTAGE' 230 460 M; HZ,: PHASE. _ 3 H.P,: __ 5__ ; MIN, SOLID SIZE.- IN.; CURVE.' 3102 OPERA77NG CONDITIONS SHALL BE _N200 GPM AT _� 31.2 _ FEET TDH. 5' AIN, GRAVITY SEWER ---MANHOLE A THIS DIMENSION SHALL BE AT LEAST EQUAL TO THE DEPTH OF THE WET WELL. W NOTE: 1. MINIMUM 20'-0" ACCESS DRIVEWAY FROM EDGE OF PAVEMENT TO THE GATE SHALT. BE PROVIDED ON NON-RESIDENTIAL ROADS. 2. ENGINEER SHALL PROVIDE A SCALED (1" = 20' MIN.) SITE SPECIFIC DETAIL 3. WASHDOWN WATER SOURCE CAN BE RECLAIMED WATER ON A CASE BY CASE BASIS. T YPICA L PUMP S TA TION SI TE PLAN GENERAL NOTES: 1. ALL NON STAINLESS STEEL OR ALUMINUM EXPOSED METAL OUTSIDE THE WET WELL SHALL BE PRIMED AND COATED WITH TWO COATS OF EXTERIOR PAINT. 2. THE INSIDE AND THE OUTSIDE OF THE VALVE VAULT SHALL BE PAINTED. 3. THE WET WELL EXTERIOR SHALL BE PAINTED AND THE INTERIOR SHALL BE LINED. THE FILLET AND THE BOTTOM OF THE WET WELL SHALL BE COATED WITH 100% SOLIDS EPDXY COMPOUND THAT WHEN APPLIED SHALL RETAIN A MIMNIMUM THICKNESS OF 125 MILS. 4. ALL LOCATIONS WHERE GRAVITY PIPES ENTER OR LEAVE THE WET WELL SHALL BE MADE WATERTIGHT WITH AN APPROVED BOOT. 5. ALL LOCATIONS WHERE PRESSURE PIPES ENTER THE WET WELL SHALL BE MADE WATERTIGHT WITH A WALL SLEEVE AND SEAL. 6. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN THE WET WELL. 7. WET WELL COVERS SHALL BE ALUMINUM WITH 316 STAINLESS STEEL HARDWARE WITH LOCK BRACKET. 8. ALL HARDWARE IN WET WELL SHALL BE 316 STAINLESS STEEL. 9. SUBMERGENCE REQUIREMENTS SHALL BE MET AS MINIMUM. 10. ALL CONNECTIONS IN THE WET WELL AND THE VALVE VAULT SHALL BE FLANGED JOINTS. ALL REMAINING CONNECTIONS BETWEEN THE WET WELL AND THE CONNECTION TO THE EXISTING FORCE MAIN SHALL BE RESTRAINED MECHANICAL JOINTS. 11. CHECK VALVE ARM SHALL BE LOCATED WITH THE SAME ORIENTATION (i.e. ALL ARMS ON THE LEFT SIDE OF VALVE) DESCRIPTION CHAIN LINK FENCE LIMITS OF SITE TO BE ELEVATIONS ON 6" CONCRETE DEDICATED TO CITY OF 4" OF BEDDING ROCK WITH CURB ALL AROUND OCOEE DIMENSION B POLYETHYLENE FILM LINER 0-0» DIMENSION C UNDER ROCK CIL TO CIL OF PUMPS DIMENSION D _ LIMITS OF LENGTH OF PUMP ACCESS DIMENSION E . UTILITY DIMENSION F BASE ELBOW TO EDGE OF PIT EASEMENT IFAWET -------------------------------- -------- DIMENSION H 6 FT. Min. VALVE BOX HATCH OPENING DIMENSION I TOP OF WELL I 4 FT. 8 IN. Min. WELL PUMP ELEVATION U CONTROL HIGH LEVEL ALARM ELEVATION V OUT 87.00 LAG PUMP ON PANEL - - LEAD PUMP ON (INVERT OF GRAVITY PIPE) ELEVATION X 86.00 PUMPS OFF (TOP OF PUMP VOLUTE) ELEVATION Y 82.00 LVE ELEVATION Z I 80.50 . VAULT, i I 7MCK I 0 C* 6NCREW DmwwAY V WATER I MAIN I 16' WIDE RPZ 8'-0" PANELS I SWING GATE I R/W __L_ - - - - -------------------- --------J - WATER METER I 5' AIN, GRAVITY SEWER ---MANHOLE A THIS DIMENSION SHALL BE AT LEAST EQUAL TO THE DEPTH OF THE WET WELL. W NOTE: 1. MINIMUM 20'-0" ACCESS DRIVEWAY FROM EDGE OF PAVEMENT TO THE GATE SHALT. BE PROVIDED ON NON-RESIDENTIAL ROADS. 2. ENGINEER SHALL PROVIDE A SCALED (1" = 20' MIN.) SITE SPECIFIC DETAIL 3. WASHDOWN WATER SOURCE CAN BE RECLAIMED WATER ON A CASE BY CASE BASIS. T YPICA L PUMP S TA TION SI TE PLAN GENERAL NOTES: 1. ALL NON STAINLESS STEEL OR ALUMINUM EXPOSED METAL OUTSIDE THE WET WELL SHALL BE PRIMED AND COATED WITH TWO COATS OF EXTERIOR PAINT. 2. THE INSIDE AND THE OUTSIDE OF THE VALVE VAULT SHALL BE PAINTED. 3. THE WET WELL EXTERIOR SHALL BE PAINTED AND THE INTERIOR SHALL BE LINED. THE FILLET AND THE BOTTOM OF THE WET WELL SHALL BE COATED WITH 100% SOLIDS EPDXY COMPOUND THAT WHEN APPLIED SHALL RETAIN A MIMNIMUM THICKNESS OF 125 MILS. 4. ALL LOCATIONS WHERE GRAVITY PIPES ENTER OR LEAVE THE WET WELL SHALL BE MADE WATERTIGHT WITH AN APPROVED BOOT. 5. ALL LOCATIONS WHERE PRESSURE PIPES ENTER THE WET WELL SHALL BE MADE WATERTIGHT WITH A WALL SLEEVE AND SEAL. 6. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN THE WET WELL. 7. WET WELL COVERS SHALL BE ALUMINUM WITH 316 STAINLESS STEEL HARDWARE WITH LOCK BRACKET. 8. ALL HARDWARE IN WET WELL SHALL BE 316 STAINLESS STEEL. 9. SUBMERGENCE REQUIREMENTS SHALL BE MET AS MINIMUM. 10. ALL CONNECTIONS IN THE WET WELL AND THE VALVE VAULT SHALL BE FLANGED JOINTS. ALL REMAINING CONNECTIONS BETWEEN THE WET WELL AND THE CONNECTION TO THE EXISTING FORCE MAIN SHALL BE RESTRAINED MECHANICAL JOINTS. 11. CHECK VALVE ARM SHALL BE LOCATED WITH THE SAME ORIENTATION (i.e. ALL ARMS ON THE LEFT SIDE OF VALVE) DESCRIPTION SYMBOLS DIMENSIONS ELEVATIONS THICKNESS OF WALL DIMENSION A DIAMETER OF WET WELL DIMENSION B 6 FT. WIDTH OF BOTTOM FILLET DIMENSION C CIL TO CIL OF PUMPS DIMENSION D LENGTH OF PUMP ACCESS DIMENSION E WIDTH OF PUMP ACCESS DIMENSION F BASE ELBOW TO EDGE OF PIT DIMENSION G VALVE BOX HATCH OPENING DIMENSION H 6 FT. Min. VALVE BOX HATCH OPENING DIMENSION I TOP OF WELL ELEVATION T 4 FT. 8 IN. Min. 93.50 FINISH GRADE ELEVATION U 93.25 HIGH LEVEL ALARM ELEVATION V 87.00 LAG PUMP ON ELEVATION W 86.50 LEAD PUMP ON (INVERT OF GRAVITY PIPE) ELEVATION X 86.00 PUMPS OFF (TOP OF PUMP VOLUTE) ELEVATION Y 82.00 FLOOR OF WET WELL ELEVATION Z 80.50 N. T.S. NOTE: * THESE DIMENSIONS SHALL BE SET AS PER PUMP MANUFACTURERS REQUIREMENTS I June Engineering Consultants, Inc. JOB NO. StandGrd DetG#S �' 232 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 0 C Certificate of Authorization #00008507 SHEET WGSteWGter Pump StGtion h Ph. 407-905-8180 Fax 407-905-6232 ExhI�bI t IV DRAWN BY: DATE CHECKED BY: DATE SCALE 15 CLK 2/20101 RAJ 2/20101 As Noted OF 16 POWER MOUNTING BRACKET 6' x 6' REINFORCED DISCONNECT CONCRETE POST METER BASE — ALARM LIGHT WITH BY-PASS 1-1/2- MIN.FIBERGLAS CONTROL Q o FL Q O O O DRB uCe ECB MCT PA PA PA MOUNTING BRACKET 0 PANEL 480/120 000 INTERLOCK ENCASED IN _ o 4 LA CONCRETE SEAL OFF ® ®m m ® ®® GENERATOR CT PM MOTOR CONDUCTOR O O O O low — RECEPTACLE Q HOSE BIB — CONDUIT 2' SCH. 80 a PVC SEE NOTE 2) F2 El ° MED Ell CONTROL CONDUIT O O ®®®B -•- ALARM R4 CCB u8 1 NB 2 2 SCH. 80 PVC IM ® ® BOHORNEl N • .' HnOA HnQA z / POCKET R2 N \ \ _..— PADRI _ ® LOCK f 1 p p BRACKET \ , MS 1 MS 2 INCOMING DOO POWER o R SWEEP ELBOWS DOOR STOP LATCH PAA OHM MAX. GROUND RODS WITH LOCK ?2 EACH) (10 APART) FOR DEAD FRONT. o DL 1 a z MOUNTING BRACKETS RTS D G TTS C NOTES: 1. DRAWING IS SHOWN FOR 230 VOLT POWER SUPPLY. THE LOCATION OF NOTES: O O METER AND MAIN POWER DISCONNECT SHALL BE REVERSED FOR 480 1. OUTER BOX SIZE SHALL BE A MINIMUM OF 24"W X 36"H X 10"D OR AS VOLT SUPPLY. APPROVED BY THE CITY. 2. WHEN TWO (2) SEPARATE CONDUCTOR -TYPE MOTORS ARE USED, CONDUIT 2. FOR STATIONS WITH PUMPS RATED 20 HP OR GREATER, OUTER BOX SIZE NOTES: SHALL BE INCREASED TO 3". SHALL BE 30"W X 42"H X 10"D AND SHALL HAVE 2 LATCHES ON THE 1. MAIN CIRCUIT TRANSFORMER REQUIRED FOR 480 VOLT 3. POWER SUPPLY SHALL BE UNDERGROUND ON THE LIFT STATION SITE AND SHALL BE 3 PHASE FROM A 3 PHASE SOURCE ONLY, DEAD FRONT. SUPPLY ONLY, 4, HOSE BIB SHALL HAVE A REDUCED PRESSURE 3. DRAWINGS SHALL BE REVISED FOR STATIONS WITH PUMPS RATED GREATER ZONE BACK FLOW PREVENTER THAN 47 HP AND SUBMITTED TO THE CITY FOR APPROVAL. PUMP STA TON CON TR OL DUPLEX CONTROL PANEL DUPLEX CONTROL PANEL PANEL INS TALLA TION DETAIL ENCLOSURE DEAD FRONT LA POUT ENCLOSURE SUBPANEL LAYOUT N. T.S. N. TS. N. TS V. 9 o 1 MAX. 10'-0" TO CENTER MAX SPACING ---�� 230 v ,11I Mc6 us 1 D 1 PuuP POST CAP TOP RAIL 4 W E F-<yf"�91]k IIII� E NB N 2 P 2 N 1111, N GR Ft f3 MCT �Iln PM 48UJ I 1 12OV501A PM CCB DRnkfiO G 8 1 40 OL 1 T15 1 8 RE 6 8 TEST PAA 7 H A ETAI 6 F B 5 // NS 2 OL 2 TTS AG 6 LSWfrCH R4 IL 1 AL 2 6 PM 8 H S R5 3 AH 1 2 4 1 R5 R5 2 7 6 8 120 V F2 75 VA CCT 24 V PL4 RTS FR 4 RTS R4 7 8 PL3 2 7 6 0 11 RTS FR 3 RIS of 1 R3 5 �6 2 7 R1 4 1 PL2 3 1 RTS FR 2 RTS R1 R2 3 4 R1 1 3 PU 2 7 –o-1 RTS 6 8 Rt . ABBREV, ITEM DESCRIPTION AH ALARM HORN AL ALARM LIGHT ASB ALTERNATOR TEST SWITCH CCB CONTROL CIRCUIT BREAKER CCT CONTROL CIRCUIT TRANSFORMER DR I DUPLEX RECEPTACLE G.F.I. DRB I DUPLEX RECEPTACLE BREAKER ECB I EMERGENCY CIRCUIT BREAKER ETM ELAPSE TIME METER F FUSE FL FLASHER FR FLOAT REGULATOR G GROUND GR I GENERATOR RECEPTACLE HOA I HAND -OFF -AUTO -SELECTOR HSS I HORN SILENCE SWITCH LA I LIGHTNING ARRESTER MB I MOTOR BREAKER MCB I MAIN CIRCUIT BREAKER MCT I MAIN CIRCUIT TRANSFORMER MT I MOISTURE AND TEMPERATURE FAILURE LIGHT MS I MOTOR STARTER N I NEUTRAL OL I OVERLOAD HEATER PA I POWER AVAILABLE LIGHT 3 REQUIRED 1 EACH PHASE PAA I PUMP AUTOMATIC ALTERNATOR PL I PILOT LIGHT PM I PHASE MONITOR R I RELAY RE I RESISTOR RL I RUN INDICATOR RTS I REGULATOR TERMINAL STRIP TS I TERMINAL STRIP TTS I THERMAL TERMINAL STRIP AD I AUTO DIALER FR 1 1 2 2 7 POST STRETCHER CORNER — BARS #9 TIE WIRES EACH GATE SECTION AND THE FIRST SPAN ON EACH SIDE OF 12" O.C. FABRIC Tf�URBARD SSSLINE POST A CORNER POST ONLY. (SEE NOTE 1) 2» TURNBUCKLE TENSION WIRE FOR 480 VOLT SUPPLY ONLY. GRADE BLACK, \ 011i DUPLEX CONTROL SCHEMATIC PUMP STATION CONTROL PANEL LEGEND CHAIN LINK FENCE DETAIL M, 2500 PSI CONCRETE t M N. TS. N. T.S. 6"6' T 12" 12" StGndGrd DetG#S June Engineering Consultants, Inc, % FENCE DETAIL 10 DRC Comments 5 05 ommens � � 3/8" ADJ. ,�C 232 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 GATE POST GATE CORNER TRUSS RODS GATE FRAME GATE POST Was te wa ter Pump StGtion FABRIC SHEET 10 r 2500 P.S.I. CENTER TERI STOP Ph. 407-905-8180 Fax 407-905-6232 1 12 12"-1 T g» CONCRETE g" �-. 12" DOUBLE SWING GATE DETAIL DRAWN BY: DATE CHECKED BY: DATE SCALE NOTES: 1. TRUSS BARS ARE REQUIRED FOR OF 16 FR 1 1 2 2 7 NOTE: EACH GATE SECTION AND THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY. NOTES: 1. MAIN CIRCUIT TRANSFORMER REQUIRED 2. CHAIN LINK FENCE WILL BE BLACK VINYL COATED, WITH POSTS AND RAILS PAINTED FOR 480 VOLT SUPPLY ONLY. BLACK, DUPLEX CONTROL SCHEMATIC PUMP STATION CONTROL PANEL LEGEND CHAIN LINK FENCE DETAIL N. TS. N. TS. N. T.S. DATE REVISION NAME CHECKED JAS RAJ StGndGrd DetG#S June Engineering Consultants, Inc, % JOB NO. 01-0355 10 DRC Comments 5 05 ommens � � ,�C 232 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 Was te wa ter Pump StGtion Certificate of Authorization #00008507 SHEET Ph. 407-905-8180 Fax 407-905-6232 16 Exhhh I / l�.! it V DRAWN BY: DATE CHECKED BY: DATE SCALE CLK 9/16/05 RAJ 9/16/05 As Noted OF 16 0� (3tt -)r-11. L-4) MA 1 L t-iL11VL L 11 MA l CHL11\IL (� (SLL SH1. L -Z) i ch o Understory trees vel i ' tin Live oak 50' O.C. Footer for V-6" column = V-0" width max. " Footer for sign wall = 2'-0" width max. Norwegian brick soldier Lighting Fixtures by Sesco Inc. (407) 629-6213 or equal ::::.:..:::: Norwegian brick (see elevation) Sign wall uplights (2 total): Orgotech Omegalux .......'.'......'.'.'.'.'.'.'.'.'.'.' Note:Use 9 gauge truss type joint Model No. 12-232T8-1—G—A—W—U — — — • 9 9 yP j — — — F_ — — —i grout corner cells ;• reinforcing every 4th course. F — — I ( -' with #4 bars vertical for horizontal reinforcing. .......—......—.... —. _—...—... — -------- 8" x 16 cmugrout cells with # 4 bars vertical c 24 o.c. i E " _......... ........ I I brick veneer +, '.'.'.'.' ' . ••• 6" minimum fill over footing — — — — — — — — — — — — — — — — — — — Q (see elevation) ". / c �, ,� concrete footing with rn 12 x 24 g _y two # 5 bars, 12 oc continuous 2'.g" Finish Grade Sign Wall Section 3'-6" 17'-6" 3'-6" 3" min. to SCcolumn sign wall column SCALE. 1/4" = 1'- 0" column footer SCALE: 1/4" = P- 0" Sicgn Wall and Lighting Plan SOUTH � S i D T i AL 5UFFE RELEVATION :•;• Perimeter Fence by Ameristar Inc. (1-888-333-3422) or equal " ................... t d bl k f turers s ec'f'cations) 2'-8" 12"x 60" max. width concrete column footer w/four # 5 bars, 12" oc both ways .................. • • • • • (All fence components to be pain a ac as per manu ac p i i Eve fourth fenced section shall be Live oak 50' O.C..;.;.:.;.:.;.:.:.;.:.;.;.;.;.:.:.;.:.;.;.;.;.;.:.;.:.;. 6' ht. "Majestic" 3—rail fence) I gn Wall Column Jt�Ct l On Every 2-1/2" x 8' Industrial Posts and Brackets 5CALE: 1/4" = P- m" covered with a hedge to achieve the required 25 percent hedge coverage. :.:.;.:.;.;.:.;.;.;.;.:.;.;.:.;.:.;.:.:.: (see plan to determine fence length) / I/ I ®/ II :::::::::::.:::::;:::;';.:.;:;:::;;:::;;:;:;:;:::;::::;:: 3'-6" 8" sq. black marble the 3'-6" KJ 18" Fence in 50 sf area with Column (25'-6" oc typ.) ; : ; • , ; ; ; ; ; • : ; ; ; ::.... 1 /4" Gold "Lucido" tip i cal ca I. letters. epoxy and =U pin in place. GATE 8' long fence panel-J5CALE: 1/4" = 1'- 0" 6' ht. 3—rail metal fence c (typical) smb soldier Concrete fence post RON VT�O,SN Ij DER AVE. SUFFER ELEVAT ION (typical) smb rolock 18.0 sf max. sign face (1 sign face at entrance) Footer 18" x 18" wide (typical) norwegian brick 14'-9" CS>aio MIN. EVERGREEN PLANTS: WINGED ELM AND CRAPE MYRTLE ARE DECiDUOUS) � Prairie Lake N PLANT L t IST (PLANT LiST NOES NOT iNe-1 I HnE DIUMI I INC-, I NIT SHR1155 AND GROUNDCOVERS) SYM QTY LABEL COMMON NAME (BOTANICAL NAME) SPECIFICATIONS (plants must meet or exceed all specifications regardless of container size shown on list) SHADE+ 106 QV LIVE OAK (QUERCUS VIRGINIANA) TREES: ' "" 65 GAL. MIN., 12HT., 3— 3-1 /2DBH MIN., 5' CT. LANDSCAPE CODE QI� N�S � RE E 7FER ...................... ................... ................. ............. SMB column cap —grout cells with 2— #4 bars vertical n um fill over footing 6 minim g Finish Grade 3" min. to1J-'—'LI NUN 51rcU�NlutK Rvt. surrtK �t�IIUN sidewalk column footer = —•— = 12"x 36" max. width concrete column footer w/three # 5 bars, 12" oc both ways Note: Compact all footing sub—base soil to 95 percent of maximum modified proctor density. loll sc. column plan anol section SCALE: 1/4" = 1'- O" 00, sidewalk Sign Wall, Fence and Entre Gate Elevation 5CALE: 1/4" = 1'- 0" EXISTINCz TREE S1'M�30LS LEGEND � ? � EXISTING TREES t0 PROTECT PER RETAIL 11 AR RED MAPLE (AGER RUBRUM) OGO�E LDC ,4ND GOND f TIONS �F ,4PPROVAL ; , ;-; ^ n EXIS?INCz ON-SITE TREES 65 GAL. MIN., 12' HT., 3"— 3-1 /2" DBH MIN., 5' CT. '-" TO 5E REMOVED 55 LIVE OAK TREES AND 11 MAPLE TREES PROVIDED EVERY 50 LF ALONG 30 ua WINGED ELM (ULMUS ALATA) PUBLIC R—O—W. 81 UNDERSTORY TREES PROVIDED IN SOUTH &WEST BUFFER. 65 GAL. MIN., 12' HT., 3"— 3-1 /2" DBH MIN., 5' c7. 95% SHRUB COVERAGE PROVIDED ALONG E' HT. WOOD AND METAL FENCING. 28 MG S. MAGNOLIA (MAGNOLIA GRANDFLORA) + 65 GAL. MIN., 12' HT., 3"— 3-1/2" DBH MIN., 5' CT. UNDERSTORY '� 63 SP CABBAGE PALM (SABAL PALMETTO) TREES: 8' CT HT. MIN., 5 FULL FRONDS MIN. 47 MC WAX MYRTLE (MYRICA CERIFERA) B&B, 6'-8' HT., 6' SPR., 3 TO 4 TRUNKS @ 1" DBH, 4' CT. 0 47 LI CRAPE MYRTLE (LAGERSTROEMIA INDICA 'WATERMELON RED') 30 GAL. MIN., 8'-10' HT., 6' SPR., 3 TO 4 TRUNKS @ 1" DBH, 4' CT. 131 LJ TREE—FORM LIGUSTRUM (LIGUSTRUM JAPONICUM) 65 GAL. MIN., 8'-10' HT., 6' SPR., 3 TO 4 TRUNKS @ 1" DBH, 4' CT. 3 PD DATE PALM (PHOENIX DACTYLIFERA) 10' CT. HT. TO BOTTOM OF NUT, SPECIMEN SHRUBS: 436 VO SWEET VIBURNUM (VIBURNUM ODORATISSIMUM) 7 GAL. MIN., 36" HT., 30" SPR., FULL, 3' OC ® 651 V02 SWEET VIBURNUM (VIBURNUM ODORATISSIMUM) 3 GAL. MIN., 24" HT., 18" SPR., FULL, 3' OC C 64 LV GLOSSY PRIVET (LIGUSTRUM JAPONICUM 'VARIEGATUM') 3 GAL. MIN., 24" HT., 18" SPR., FULL, 3' OC GoD;_::__'} 43 RA DWARF INDIAN HAWTHORN (RAPHIOLEPIS INDICA 'ALBA') 3 GAL. MIN., 12" HT./SPR., FULL PLANT, 30" OC 880WO 78 PC PLUMBAGO(PLUMBAGO AURICULATA) 3 GAL. MN., 12" HT./SPR., FULL PLANT, 30" OC 000000 99 PV VARIEGATED PITTOSPORUM (PITTOSPORUM TOBIRA VARIEGATA) 3 GAL. MIN., 12" HT./SPR., FULL PLANT, 30" OC 300 AN ANNUALS 6" POT, 12" OC, TO BE SELECTED FOR TIME OF PLANTING SOD: ST. AUGUSTINE FLORATAM (STENOTAPHRUM SECUNDATUM 'FLORATAM') BAHIA SOD: ARGENTINE BAHIA (PASPALUM NOTATUM) SEE PLANS FOR LOCATIONS No.I Date I Revision Description 2 CANOPY TREES AND 3 UNDERSTORY TREES PROVIDED PER 100 LF OF POND PERIMETER (4,360 LF). 3' HT. SHRUBS PROVIDED ALONG 30% OF POND PERIMETERs. NOTE: SEE LANDSCAPE PLAN SHEETS FOR LOCATIONS OF 85 CANOPY STREET TREES AND 84 UNDERSTORY STREET TREES (169 TOTAL) AT 1 PER DWELLING UNIT. ALL UTILITIES INCLUDING OUTSIDE PUMPS, ELECTRICAL, TELEPHONE, CABLE, GAS AND BACKFLOW PREVENTERS SHALL BE PAINTED BLACK EXCEPT FOR BUILDING MOUNTED EQUIPMENT WHICH SHALL BE PAINTED TO MATCH BUILDING COLOR. LANDSCAPING SHALL BE USED TO FURTHER SCREEN ABOVE GROUND UTILITIES. PLANT NOTES 1). ALL LANDSCAPED AND SODDED AREAS DELINEATED ON THESE PLANS SHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM PROVIDING 100% HeAD-TO-HEAD COVERAGE. F 2). ALL LANDSCAPED BEDS SHALL BE TOP DRESSED WITH 3' OF PINE BARK NUGGET MULCH. center island Vehicular gate Ameristar Inc. (1-888-333-3422) or equal (All gate components to be painted black per specifications) 8' ht. "Majestic" 3—rail gate with rings Drip Line FORM SAUCER TO CONTAIN RUNOFF — CLEAN BACKFILL --rr MIX. WATER d TAMP _)III TO REMOVE AIR POCKETS _ 2 x 4 Fence REMOVE ORGANIC AND MAN-MADE BURLAP MATERIAL ENTIRELY. Vl afli�i �i 1 IGaYII.. 1 IGGTI fir I4ilT l[,r No Placement of Material, Machinary, Temporary Soil Deposits or Additional Fill or Asphalt Pavement for Vehicular Circulation Shall be Placed any Closer to any Tree Than The Drip Line, No Attachments of Wires Except Protective Guide Wires Shall be Attached to any Tree. no Change of Grade More or Less Than 6 Inches May be Made Within the Drip Line of a Tree Unless Shown on the Approved Site Development Plan. At Time of Construction '1" RE E PROVE CT i ON SPREAD 3). ALL TREE SAUCERS SHALL BE TOP DRESSED WITH 3 OF PINE BARK NUGGET MULCH. PLANT 50 THAT TOP OF ROOT ' AS SI' -IOU N Scale 4). It IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR t0 BECOME FULLY FAMILIAR BALL IS 2' ABOVE FINISHED GRADE Job No. SMB column cap WiTH ALL EXISTING SITE CONDITIONS AND TO STUDY ALL SUBSURFACE UTILITY PLANS 9 rout corner cells with #4 bars vertical AND ARCHITECTURAL PLANS SO AS TO PREVENT DAMAGE DURING THE INSTALLATION PAINT ALL CUTS OVER (' DIA 3" min. IV -= — — brick veneer (see elevation) t column footer a� 5). STAKING OF TREES IS AT THE OPTION OF THE LANDSCAPE CONTRACTOR SURVEYOR TAPE 8"x 16"cmu 1 �) > TREES AND SHRUBS IN AN UPRIGHT PLUM CONDITION. E 6" min. fill over footing RUBBER HOSE 1' DIA. v (0). a� 12 " C:..._L. /�....le �ini�F� C:rniic 2'-8" 12"x 60" max. width concrete column footer w/four # 5 bars, 12" oc both ways .................. • • • • • (All fence components to be pain a ac as per manu ac p i i Eve fourth fenced section shall be Live oak 50' O.C..;.;.:.;.:.;.:.:.;.:.;.;.;.;.:.:.;.:.;.;.;.;.;.:.;.:.;. 6' ht. "Majestic" 3—rail fence) I gn Wall Column Jt�Ct l On Every 2-1/2" x 8' Industrial Posts and Brackets 5CALE: 1/4" = P- m" covered with a hedge to achieve the required 25 percent hedge coverage. :.:.;.:.;.;.:.;.;.;.;.:.;.;.:.;.:.;.:.:.: (see plan to determine fence length) / I/ I ®/ II :::::::::::.:::::;:::;';.:.;:;:::;;:::;;:;:;:;:::;::::;:: 3'-6" 8" sq. black marble the 3'-6" KJ 18" Fence in 50 sf area with Column (25'-6" oc typ.) ; : ; • , ; ; ; ; ; • : ; ; ; ::.... 1 /4" Gold "Lucido" tip i cal ca I. letters. epoxy and =U pin in place. GATE 8' long fence panel-J5CALE: 1/4" = 1'- 0" 6' ht. 3—rail metal fence c (typical) smb soldier Concrete fence post RON VT�O,SN Ij DER AVE. SUFFER ELEVAT ION (typical) smb rolock 18.0 sf max. sign face (1 sign face at entrance) Footer 18" x 18" wide (typical) norwegian brick 14'-9" CS>aio MIN. EVERGREEN PLANTS: WINGED ELM AND CRAPE MYRTLE ARE DECiDUOUS) � Prairie Lake N PLANT L t IST (PLANT LiST NOES NOT iNe-1 I HnE DIUMI I INC-, I NIT SHR1155 AND GROUNDCOVERS) SYM QTY LABEL COMMON NAME (BOTANICAL NAME) SPECIFICATIONS (plants must meet or exceed all specifications regardless of container size shown on list) SHADE+ 106 QV LIVE OAK (QUERCUS VIRGINIANA) TREES: ' "" 65 GAL. MIN., 12HT., 3— 3-1 /2DBH MIN., 5' CT. LANDSCAPE CODE QI� N�S � RE E 7FER ...................... ................... ................. ............. SMB column cap —grout cells with 2— #4 bars vertical n um fill over footing 6 minim g Finish Grade 3" min. to1J-'—'LI NUN 51rcU�NlutK Rvt. surrtK �t�IIUN sidewalk column footer = —•— = 12"x 36" max. width concrete column footer w/three # 5 bars, 12" oc both ways Note: Compact all footing sub—base soil to 95 percent of maximum modified proctor density. loll sc. column plan anol section SCALE: 1/4" = 1'- O" 00, sidewalk Sign Wall, Fence and Entre Gate Elevation 5CALE: 1/4" = 1'- 0" EXISTINCz TREE S1'M�30LS LEGEND � ? � EXISTING TREES t0 PROTECT PER RETAIL 11 AR RED MAPLE (AGER RUBRUM) OGO�E LDC ,4ND GOND f TIONS �F ,4PPROVAL ; , ;-; ^ n EXIS?INCz ON-SITE TREES 65 GAL. MIN., 12' HT., 3"— 3-1 /2" DBH MIN., 5' CT. '-" TO 5E REMOVED 55 LIVE OAK TREES AND 11 MAPLE TREES PROVIDED EVERY 50 LF ALONG 30 ua WINGED ELM (ULMUS ALATA) PUBLIC R—O—W. 81 UNDERSTORY TREES PROVIDED IN SOUTH &WEST BUFFER. 65 GAL. MIN., 12' HT., 3"— 3-1 /2" DBH MIN., 5' c7. 95% SHRUB COVERAGE PROVIDED ALONG E' HT. WOOD AND METAL FENCING. 28 MG S. MAGNOLIA (MAGNOLIA GRANDFLORA) + 65 GAL. MIN., 12' HT., 3"— 3-1/2" DBH MIN., 5' CT. UNDERSTORY '� 63 SP CABBAGE PALM (SABAL PALMETTO) TREES: 8' CT HT. MIN., 5 FULL FRONDS MIN. 47 MC WAX MYRTLE (MYRICA CERIFERA) B&B, 6'-8' HT., 6' SPR., 3 TO 4 TRUNKS @ 1" DBH, 4' CT. 0 47 LI CRAPE MYRTLE (LAGERSTROEMIA INDICA 'WATERMELON RED') 30 GAL. MIN., 8'-10' HT., 6' SPR., 3 TO 4 TRUNKS @ 1" DBH, 4' CT. 131 LJ TREE—FORM LIGUSTRUM (LIGUSTRUM JAPONICUM) 65 GAL. MIN., 8'-10' HT., 6' SPR., 3 TO 4 TRUNKS @ 1" DBH, 4' CT. 3 PD DATE PALM (PHOENIX DACTYLIFERA) 10' CT. HT. TO BOTTOM OF NUT, SPECIMEN SHRUBS: 436 VO SWEET VIBURNUM (VIBURNUM ODORATISSIMUM) 7 GAL. MIN., 36" HT., 30" SPR., FULL, 3' OC ® 651 V02 SWEET VIBURNUM (VIBURNUM ODORATISSIMUM) 3 GAL. MIN., 24" HT., 18" SPR., FULL, 3' OC C 64 LV GLOSSY PRIVET (LIGUSTRUM JAPONICUM 'VARIEGATUM') 3 GAL. MIN., 24" HT., 18" SPR., FULL, 3' OC GoD;_::__'} 43 RA DWARF INDIAN HAWTHORN (RAPHIOLEPIS INDICA 'ALBA') 3 GAL. MIN., 12" HT./SPR., FULL PLANT, 30" OC 880WO 78 PC PLUMBAGO(PLUMBAGO AURICULATA) 3 GAL. MN., 12" HT./SPR., FULL PLANT, 30" OC 000000 99 PV VARIEGATED PITTOSPORUM (PITTOSPORUM TOBIRA VARIEGATA) 3 GAL. MIN., 12" HT./SPR., FULL PLANT, 30" OC 300 AN ANNUALS 6" POT, 12" OC, TO BE SELECTED FOR TIME OF PLANTING SOD: ST. AUGUSTINE FLORATAM (STENOTAPHRUM SECUNDATUM 'FLORATAM') BAHIA SOD: ARGENTINE BAHIA (PASPALUM NOTATUM) SEE PLANS FOR LOCATIONS No.I Date I Revision Description 2 CANOPY TREES AND 3 UNDERSTORY TREES PROVIDED PER 100 LF OF POND PERIMETER (4,360 LF). 3' HT. SHRUBS PROVIDED ALONG 30% OF POND PERIMETERs. NOTE: SEE LANDSCAPE PLAN SHEETS FOR LOCATIONS OF 85 CANOPY STREET TREES AND 84 UNDERSTORY STREET TREES (169 TOTAL) AT 1 PER DWELLING UNIT. ALL UTILITIES INCLUDING OUTSIDE PUMPS, ELECTRICAL, TELEPHONE, CABLE, GAS AND BACKFLOW PREVENTERS SHALL BE PAINTED BLACK EXCEPT FOR BUILDING MOUNTED EQUIPMENT WHICH SHALL BE PAINTED TO MATCH BUILDING COLOR. LANDSCAPING SHALL BE USED TO FURTHER SCREEN ABOVE GROUND UTILITIES. PLANT NOTES 1). ALL LANDSCAPED AND SODDED AREAS DELINEATED ON THESE PLANS SHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM PROVIDING 100% HeAD-TO-HEAD COVERAGE. F 2). ALL LANDSCAPED BEDS SHALL BE TOP DRESSED WITH 3' OF PINE BARK NUGGET MULCH. center island Vehicular gate Ameristar Inc. (1-888-333-3422) or equal (All gate components to be painted black per specifications) 8' ht. "Majestic" 3—rail gate with rings Drip Line FORM SAUCER TO CONTAIN RUNOFF — CLEAN BACKFILL --rr MIX. WATER d TAMP _)III TO REMOVE AIR POCKETS _ 2 x 4 Fence REMOVE ORGANIC AND MAN-MADE BURLAP MATERIAL ENTIRELY. Vl afli�i �i 1 IGaYII.. 1 IGGTI fir I4ilT l[,r No Placement of Material, Machinary, Temporary Soil Deposits or Additional Fill or Asphalt Pavement for Vehicular Circulation Shall be Placed any Closer to any Tree Than The Drip Line, No Attachments of Wires Except Protective Guide Wires Shall be Attached to any Tree. no Change of Grade More or Less Than 6 Inches May be Made Within the Drip Line of a Tree Unless Shown on the Approved Site Development Plan. At Time of Construction '1" RE E PROVE CT i ON SPREAD 3). ALL TREE SAUCERS SHALL BE TOP DRESSED WITH 3 OF PINE BARK NUGGET MULCH. PLANT 50 THAT TOP OF ROOT ' AS SI' -IOU N Scale 4). It IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR t0 BECOME FULLY FAMILIAR BALL IS 2' ABOVE FINISHED GRADE Job No. WiTH ALL EXISTING SITE CONDITIONS AND TO STUDY ALL SUBSURFACE UTILITY PLANS AND ARCHITECTURAL PLANS SO AS TO PREVENT DAMAGE DURING THE INSTALLATION PAINT ALL CUTS OVER (' DIA � OF THE LANDSCAPE MATERIAL. FLAG GUYING WIRES WITH 5). STAKING OF TREES IS AT THE OPTION OF THE LANDSCAPE CONTRACTOR SURVEYOR TAPE HOWEVER, IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO MAINTAIN ALL > TREES AND SHRUBS IN AN UPRIGHT PLUM CONDITION. RUBBER HOSE 1' DIA. (0). THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO TO PROTECT TRUNK ARCHITECTURAL OR PAVED SUie�ACE5. 7). ALL PLANT MATERIAL SHALL BE GRADED FLORIDA NO. 1 ACCORDING TO THE GRADES GUYING WIRES 2 STRAND TWiST AND STANDARDS OF THE FLORIDA NURSERYMAN'S ASSOCIATION. 12 GUAGE WIRE FORM MULC S). ALL TREE CALIPER DIMENSIONS SHALL BE MEASURED 54" ABOVE THE TOP OF THE 3 2'X4'X24" PRESS TREATED SAUCER ROOT BALL . STAKES - TOP OF STAKE ro' ABOVE GROUND 9). THE LANDSCAPE CONTRACTOR SHALL INSURE THAT PROPOSED LANDSCAPE BEDS DO NOT INTERFERE WITH PROPOSED DRAINAGE PATTERNS. 10). THE LANDSCAPE CONTRACTOR SHALL WARRANTY ALL SHRUBS FOR A PERIOD NO CLEAN BACKFILL — _ — • _—I I I i i ii SHORTER THAN 90 DAYS FROM THE DATE OF THE "FINAL ACCEPTANCE' BY THE CLIENT MIX. WATER d TAMP I—I I I- AND LANDSCAPE ARCHITECT. ALL TREES SHALL CARRY A MINIMUM ONE YEAR TO REMOVE AIR 1511 I—_I I I—I I I—I I WARRANTY. ALL WARRANTY RESTRICTIONS SHALL BE SPECIFICALLY DESCRIBED iN POCKETS WRITING AND SHALL BE PART OF THE BiDDING DOCUMENTS PROVIDED TO THE CLIENT BY THE LANDSCAPE CONTRACTOR REMOVE ORGANIC BURLAP 2 X BALL DIA. 11). BEFORE PLANTING OR SODDING THE LANDSCAPE CONTRACTOR SHALL REVIEW THE SITE FROM TOP 1/3 OF ROOT BALL. REMOVE MAN-MADE GRADING AND DRAINAGE AND SHALL INFORM THE CLIENT OF ANY DRAINAGE PROBLEMS BURLAP MATERIAL ENTIRELY. OR INADEQUACIES. 12). GRADING AND DRAINAGE DESIGN FOR THIS SITE IS BY OTHERS. TYPICAL YPiCAL TREE PLANTING DETAIL 13). CONTRACTOR IS RESPONSIBLE FOR PLANT AND SOD QUANTITY TAKE -OFF BEFORE PRICING. PLANT LIST QUANTITIES PROVIDED FOR CONVENIENCE ONLY. J. SCOTT L15ERTY, LANDSCAPE ARCHITECT FL. LANDSCAPE ARCHITECT NO. 141ro I=H: 40-i-119-2124 5621 REVEL WOOD LOQP, WINTER PARK, FLORIDA 32-192 PRAIRIE LAKE RESERVE OCOEE, FLORIDA Project I I LANDSCAPE PLAN Sheet Title 5 LAYERS BURLA 2'x4' BRACE — 3' EARTH SAUCER TO HOLD WATER BACKFILL — OR IMPORTED SOIL 2' MULCH 5HRU5 D E TA i L SCALE: NOT TO SCALE PLANT 3' ABOVE X. GRADE IIF',2•X BALL -'DIA FIVE Vx4'xlfo' WOOD BATTENS SECURED WITH TWO 3/4' STEEL BANDS TO HOLD BATTENS IN PLACE. DO NOT NAIL BATTENS TO PALM. 3' MULCH I— 2'x4'x3' STAKE EXISTING GRADE 3' HIGH EARTH SAUCER ..:. BACKFILL OR IMPORTED r,;;. �'b•:' 2'x4'x3' STAKE SOIL 2'x4' BRACKET i LIMIT OF MULCH... * 2'x4' BRACE •. b. �o •. ay� r.D FAL i FLANT iNew C� DETAIL structural cortificatforlill Date JSL Drawn JSL Check AS SI' -IOU N Scale 11/02/04 Date Job No. 41 Sheet L5