The URL can be used to link to this page

Home My WebLink AboutItem #14 Arden Park North Phase 2 - Preliminary/Final Subdivision Plan114amw fordo AGENDA ITEM STAFF REPORT Meeting Date: October 7, 2014 Item # 14 Contact Name: Contact Number: In J. Antonio Fabre, AICP 407 - 905 - 3100/1019 Reviewed By: Department Director: City Manager: Subject: Arden Park North Phase 2 Preliminary/Final Subdivision Plan - Project # LS- 2013 -003 Commission District # 4 — Joel F. Keller Background /Summary The Arden Park PUD (Planned Unit Development) was originally approved by the City Commission on November 21, 2006 and Amended on February 19, 2013. Arden Park North consists of the northern phases (2 -6) of the PUD. Arden Park North is identified as parcel ID number 04- 22 -28- 0000 -00 -001 (9421 Clarcona- Ocoee Road) located on the north side of Clarcona -Ocoee Road and situated between Hobson Road and Ingram Road. Arden Park North is approximately 308 acres of which 54.44 acres are identified as wetlands /Lake Sims. Arden Park North Phase 2 is the southern 85.45 acres of this parent parcel of which 10.34 acres are wetlands /Lake Sims. The subject site is currently undeveloped with mostly planted pine trees, wetlands and 100 -year floodplain areas. The Future Land Use Map designates the property as "Low Density Residential ", with an area around Lake Sims designated as "Conservation /Floodplains ". The table below references the future land uses, zoning classifications and existing land uses of the surrounding parcels: Direction JPA Future Land Use Jurisdiction/ Zoning Existing Land Use Classification North Low Density Residential, City of Ocoee / Planned Undeveloped northern Phases of the Conservation /Floodplains Unit Development "PUD" Arden Park PUD / Lake Sims East Low Density Residential City of Ocoee / Planned Vacant Undeveloped Properties Unit Development "PUD" Oak Trail Reserve PUD South Low Density Residential City of Ocoee / Planned Phase 1 of the Arden Park PUD Unit Develo ment "PUD" Arden Park South West Low Density Residential Orange County / Single - Family Residential / Agriculture "A -1" Assisted Living Facility (Joan's Villa) The Arden Park North Phase 2 Preliminary/Final Subdivision Plan (PSP /FSP) is consistent with the Comprehensive Plan, the Land Development Code (LDC), and the requirements of the Arden Park PUD. It should be mentioned that the PUD phase boundaries were slightly adjusted to meet the functional requirements of this request. The Arden Park North Phase 2 PSP /FSP is a residential subdivision that proposes a total of 205 single - family residential lots with a resulting net density of 2.73 units per acre. In addition, Arden Park North Phase 2 PSP /FSP is proposed to be constructed in two sub - phases (A & B). The minimum residential lot standards are (121) 45 feet by 120 feet, (81) 65 feet by 120 feet and (3) 75 feet by 120 feet. The 45 feet wide lots will have a front setback of 20 feet, side setback of 5 feet, and a rear setback of 20 feet. The 65 feet wide lots will have a 20 feet front yard setback, 7.5 feet side yard setback, and a 20 -feet rear yard setback. The 75 feet wide lots will have a 25 feet front yard setback, 7.5 feet side yard setback, and a 20 -feet rear yard setback. All corner lots in the development lots will be required to maintain a 20 feet setback from the side streets. All streets in Arden Park North will be private and gated, with the road network contained in tracts that will be owned and maintained by the homeowners association. Phase 2 of the Arden Park North will have one main access point until the later phases develop. The main access point will be located on the southern portion of the property that is adjacent to Clarcona -Ocoee Road. Accordingly, this access point will line up with the main access point of the existing Arden Park South (Arden Park PUD Phase 1) subdivision. The Arden Park North Phase 2 PSP /FSP proposes a 6' high cementitious (or precast) wall system, metal lattice fence (to create green wall sections) with columns, and associated buffer plantings along the portions of the development that front Clarcona -Ocoee Road and the eastern property boundary. Along the western property boundary a 6' high PVC fence will be provided per PUD requirements. The wall and PVC fence will be provided in tracts that will be owned and maintained by the homeowners association. The Arden Park North Phase 2 PSP /FSP proposes several amenities for this phase of the development. The first of these amenities is a playground with benches, picnic tables and a walking path will be provided within the community park (Tract C). The other major amenity that will be provided is a walking path /workout circuit around the portion of the property that is adjacent to Lake Sims (Tract D). This walking path /workout circuit will eventually be constructed around the entire perimeter of Lake Sims. These areas and certain large tracts (Tracts B, E, F, G, J and K) will have walking paths, benches and existing trees targeted to be saved. There will also be a guard house at the main entry into the subdivision. The wetland area limits and buffers shown are in accordance with the approved SJRWMD (St. Johns River Water Management District) wetlands limits. The Applicant /Developer has worked with SJRWMD to have an approved master mitigation plan for Arden Park North. The mitigation plan is comprised of 51.17 acres of on- site wetland enhancement and 4.6 acres of upland buffer enhancement. The wetlands and upland buffers will be preserved via a conservation easement dedicated to the City of Ocoee and SJRWMD. It should be mentioned that there are a couple of small wetland areas totaling 3.3 acres (Phase 2 has .47 acre wetland impacts plus a secondary wetland impact of .04 acre) that are programed to be impacted for the entire site. Accordingly, a 25 -foot upland buffer will be provided adjacent to all wetland areas and 100 -year floodplains located on the property. It should be noted that a certain small portion of the floodplain setback narrows to +/- 16 feet but the overall average setback width will be 90 feet. Moreover, no residential home lots will be on the 100 -year flood plains. The Applicant has proposed an onsite mitigation program which includes providing an enhancement plan for the wetland and floodplain areas around Lake Sims. An assessment of this area indicates areas of invasive /exotic vegetation within the wetland and floodplain areas of the lake. This plan details the removal of all invasive vegetation, and details replacement of such vegetation types. A maintenance program is proposed for the enhanced wetland and floodplain areas to ensure that these areas are free from invasive /exotic vegetation. Potable water and sewer services will be provided by waste services, reuse water, police and fire protection. the Land Development Code for this project phase. Orange County. The City of Ocoee will provide solid Finally, the Applicant has requested no Waivers from Issue Should the Honorable Mayor and Commissioners approve the Preliminary /Final Subdivision Plan for Arden Park North Phase 2? Development Review Committee Recommendation: The Development Review Committee (DRC) met on September 3, 2014, and reviewed the Preliminary/Final Subdivision Plan for Arden Park North Phase 2. There were several minor technical issues to be addressed from the City's Planning Division and Engineering Department that were summarized. There was some discussion on the project's development phases, lift station standards, crosswalks for school children, the landscape design for the perimeter landscaping and entry features. The Police Chief recommended using "Click2Enter" system for their entry gates. In order to facilitate this project, the Applicant has agreed to receive formal review comments at a later date. When the discussion was finished, the DRC voted unanimously to recommend approval of the Preliminary /Final Subdivision Plan, subject to the resolution any remaining staff comments. Planning & Zoning Commission Recommendation: The Planning and Zoning Commission reviewed the proposed Preliminary /Final Subdivision Plan for Arden Park North Phase 2 on September 9, 2014. City Staff presented a brief summary and overview of the requested Preliminary/Final Subdivision Plan. City Staff and the applicant /developer answered several questions regarding the overall landscape plan, screen wall materials, lot widths, parking and drains in the back yards of the homes. All of these questions were addressed adequately in the P &Z meeting. There was no one from the public to speak regarding this proposal. After finishing it's deliberations, the Planning & Zoning Commission voted unanimously to recommend approval of the Preliminary /Final Subdivision Plan, subject to resolving any remaining staff comments before the City Commission meeting. Staff Recommendation Based on the recommendation of the DRC and Planning & Zoning Commission, Staff recommends that the City Commission approval of the Preliminary /Final Subdivision Plan for Arden Park North Phase 2, subject to resolving the remaining attached staff comments. Attachments Location Map; Surrounding Future Land Use Map, Surrounding Zoning Map; Aerial Map; Staff Comments; Preliminary/Final Subdivision Plan for Arden Park North. Financial Impact None Type of Item : ( please mark with an z') X Public Hearing For Clerk's Dept Use: Ordinance First Reading Consent Agenda Ordinance Second Reading Public Hearing Resolution Regular Agenda X Commission Approval Discussion & Direction Original Document/Contract Attached for Execution by City Clerk Original Document/Contract Held by Department for Execution Reviewed by City Attorney N/A Reviewed by Finance Dept. X N/A Reviewed by ( ) N/A Arden Park North Location Map - _ ° - - r � T� o L_ i 0 0 TROUT LAKE qTRFFT 11A n LAKE SIMS —� 1 If FFF i C' O t - I - n ier�t a l LAKE MEADOW - (A e rld H r 7 i Arden Park North Surrounding Zoning Map Center of Gnu z/ s Ocoee Community Development Department 1 inch equals 1,000 feet 320160 0 320 640 960 Feet Printed: January 2009 Q Subject Property Unincorporated Territory 0 and Other Municipalties Low Density Residential Medium Density Residential High Density Residential Professional Offices and Services Commercial Light Industrial Heavy Industrial Conservation /Floodplains Recreation and Open Space Public Facilities /Institutional Lakes and Water Bodies ��`I, -■I -- 1111 I■■ 1111 ■■■■■■■�.... ■■■■■■■■■■n �� /� �■ No ■- �111��1��1. 00 ■■iiiiiiiiiiiI M I M iii► %�� .� ili ■ ■� -- - . .. .�■■■■■ ■11■■■ ■ ■............ 00 ,■ .. ■1■■■■■■ ■■■■■■■■■■■■■■■■■■� I■■■■■ ■11■■■ ■11 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■� . ►� �■ = IAIIIII \fir T I 1 I111'■■ 1111 \ ■ ■11■ I111P.i�Y ■■ II111 ■ ■ ■' ■ ■ ■ ■11 111111 ■ ■ ■ ■ ■ ■■11 \I ■ 11 ■ ■ ■ ■ ■�ii1 ■ ■ ■.'Sii■■■■■■ TOO. A ■■■i 11 11 ■ \I ■'I■■ ■mmi ■ ■ ■I ■ 11 11■■■ 11■ ■11►.11/, ■ ■ ■11 ■ •: s :.�. - ' {. } :y. � II■ ■111111 1111 ■I'. ■ ■ ■ % ■ ■ ■�11 ■ ■ ■ ■I - _ ••ti: - :: 11■nluo .■rram�lch 1 1100 ■■I rV xr10rami �:,: wo-.,7t�,r: }x-1•+1•}_, r-, � '►: MM 1 ti .} . •.•tiff- S.f®€�l .:I ■■ ■ ■1 1111...1 LAKE SIMS moll ■ ■I i► 1■■■■I moll •- •:':•:. . L tit v Z.. : • 1■ ■11 ■1 7 111...1 - •ti "V':ti • .tir3 • ti' � 1 ■■ ■111 I i iii� ■■�i.�ni■iGi■iir�1 1► iiliii �iiiiiiiiiiiii �� ■ ■I .. ..... ■. ■ ■ ■ ■1 �• ,, .1■■■ ■I ........ ■ ■ ■ ■ ■1 ...1111 ■I mmosomi . •..1111 ■ ■ ■ ■1 r1 .1 ■ ■ ■ ■I ::�1 �'" --- - - - - -- -- :mono 111 I NEESE SEMEN ®, 11 .11■■■■, .III NE BSr: ■■■■■■■■1 '.■■■■■■■■1 �%% ■ w; ■■■■■■■ ■1 ■■■■■■■■1 w ■Fti .f.7 .� 00 .,7CI31'B/ I ■■■■■■■ ■1 wit .13 .■ .poi.■ ac•.I ■ ■ ■ ■ ■ ■ ■ ■I �1 �F: �1a ■. .�u�lnii ;I■■■■■ ■■■I X.�rei��1 u■■n■■■1 Amommom r •..I SEEMS: iF iG X1;7 R =�= 11nni�siir■■ -1■■■■■■■ ■i ■ ■ ■ ■ ■ ■ ■ ■ ■I ■ ■■■■■■■■■■■ ■■■ ■ ■ ■11 ■ ■ ■ ■ ■■■ ■■■■ ■ ■I SIM ■■■■■■■■■1.... °�■■■■■■■■■■■ ■o■■■■■■■■■■■I ■� ■ 1. ■■■■■■■■■ aii7■■■■■■ ■■■■■■■■■■■■■■i 1111 Ilt■ L...■■■■11■iii %in■■n■■■■■■ ■■■■■!■■■■■■■■■ 1111 ■ ■ ■ ■ ■ ■1 1 ■ ■ ■ ■ ■ ■11 ■ ■t1 ■ ■ ■. ■. ■■■■■■■■■■ ■ ■■■■ ■ - . �� iuouo■ fuoou..00r - uuuuoouu � -- ■� • PA Web Map LUW Roads Proposed ROB Block Une cornmorctall Golf Course tumpl 0 Public Roads Hmk Road Lot Line irvatitutionav - _ Land M11.0 Interet3ie, 4 Galled Roads Rail Road Residential Commerclall lodustrUl County Boundary Building vacarYt Land Toll Road Road Under Proposed Agriculture Construabon SunRall A g M -- -- - - -_ Courtesy Ric Singh, CFA, Orange County �oReM Appraiser - Q _ �v �+ �s} � ' =� Ir - �� ,. s 'Z r •' � a �'�v n - i r ; -; ' fir. �r- 'Ti'SF•"S�.�d�i �. 1 "�„�_., tii. v L . •. r..'� .. ►; -a 'S".*zh t "dGF'- r�r"�`"C -. .��'� '.^.� �I 1�1 ► 'yy "r • , •tA�y «� Y •� , „x3 v PIN a '^�> �r ' ,. w . �..y.1Y` aSCaY� „ � h o .4 Yt � 4 - - HI L r` � �c - •{k t r��r � 4 �'r'�isf �c :% '� �; .� •t L., } V fIorida September 17, 2013 Mayor S. Scott Vandergrift City Manager Robert Frank M. Scott Stearns, P.E., L.E.E.D., A.P. Dewberry I Bowyer - Singleton 520 S Magnolia Ave Orlando, FL 32801 RE: ARDEN PARK NORTH PHASE 2 PRELIMINARY /FINAL SUBDIVISION PLAN LS- 2013 -003 1 ST REVIEW Dear Mr. Stearns: Commissioners John Grogan, District 1 Rosemary Wilsen, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 Thank you for your submittal for the above - mentioned project. We have attached staff comments that are in response to your submittal. At your convenience, please call me at (407) 905 -3100 extension 1021 to schedule a Technical Staff Review Committee Meeting (TSRC). During this meeting, the appropriate staff members will go over any of their comments to facilitate the re- submittal. In your written response, we ask that you indicate how each comment was addressed. If you have any questions, please contact me. Thank you! Sincerely, Sherry Seaver Sherry Seaver, Development Review Coordinator Planning Division Attachment Cc: Mike Rumer, City Planner Antonio Fabre, Principal Planner Engineering Department Project File City of Ocoee - 150 North Lakeshore Drive - Ocoee, Florida 34761 phone: (407) 905 -3100 - fax: (407) 905 -3167 • www.ocoee.org ANTONIO FABRE, PRINCIPAL PLANNER (407) 905 -3157 These comments list the concerns of the Planning Division related to the current submittal, received August 21, 2014. 1. On the coversheet, revise the Table of Contents to be consistent (Conceptual, Illustrative Perspective, Hardscape, Landscape & Irrigation Plans) with this submittal. 2. Sheets LA -01 thru LA -03 and the Tree Survey were missing from the plans. On your next submittal, please provide all the requisite sheets for this Preliminary /Final approval. 3. Please revise the proposed Lift Station and details to be consistent with COA 42. 4. On sheet 5, revise the Signage and Striping Note to reference City of Ocoee not Orange County Traffic Engineer. 5. [Repeat Comment 5- 19 -14] On sheet 9, under Site Data, note 2 referenced that the City shall own Lake Sims. Please be advised, the City will only require a "dedication of development rights," which formally grants the City of Ocoee all future development rights on said easement. 6. On sheets 9 & 10, under the Tract Table, delete the "Note: Size and Configuration of... ". 7. Sheets 17 - 20 do not appear to be needed or required; therefore, just remove the sheets from the plans. 8. Please provide the Approved Stormwater Permit from the SJRWMD for this Phase 2 Final Subdivision Plan. 9. Please provide a copy of the Approval Letter from the SJRWMD for the environmental wetlands impacts and mitigation plan. 10. Please provide a copy of the Approval Letter from FFWCC (Florida Fish and Wildlife Conservation Commission) for this project. DAVID WHEELER, CITY ENGINEER (407) 905 -3100 Extension 1505 Comments will be forthcoming. SCOTT A. COOKSON, CITY ATTORNEY (407) 581 -9800 Based upon our review of the documents noted above and pursuant to the Land Development Code of the City of Ocoee, we have the following comments: 1. Please provide an attorney's title opinion or title certification (the "Title Report") showing the record title holder of the property. Please note that the Title Report must also show all mortgages not satisfied or released of record nor otherwise terminated by law. The Title Report must be less than six months old and certified or addressed to the City of Ocoee and to Shuffield Lowman & Wilson, P.A. 2. Please include copies of all documents referenced in the Title Report. 3. Please ensure that the legal description referenced on the Title Report is identical to the legal description on the Survey and the Plan. 4. Prior to the date the City Commission will consider approval of the Plan, please provide a signed and sealed copy of the Survey. 5. Please provide the Title Report to the surveyor and have the surveyor show any encumbrances referenced in the Title Report on the Survey. Those encumbrances should replace the "Documents of Record Listed in Title Opinion" section of the Survey. 6. Once obtained, the Title Report should clarify ownership of the property. Please ensure that the application, Owner's Affidavit and the Plan all reflect the correct owner. We note that the Application currently lists Standard Pacific Homes of Florida, GP, Inc. as the owner. However, the Plan lists Standard Pacific of Central Florida GP, Inc. as the owner. Based on our review of the PSP that was previously submitted, it is our understanding that ownership is in Standard Pacific Homes of Florida, GP, Inc. If this is correct, please revise the Applicant /Owner information on the Plan to reflect the correct owner. Also, please note that the address of the owner on the Application and the Plan is not consistent. 7. The ownership reflected on Plan and the Owner's Affidavit must be consistent with the ownership reflected on the Title Report. Attached please find a revised version of the Owner's Affidavit for execution by the Owner. Please note that this assumes that Standard Pacific of Florida GP, Inc. is the owner. If the Title Report indicates a different owner, please revise. 8. Please include "(to be vacated)" below references to Hobson Road. In addition, please show the proposed extension of Clarke Road on the Plan. 9. Please revise the Table of Contents on Sheet 1 of the Plan to list the survey as a two page Boundary Survey instead of a one page Boundary and Top Survey. 10. The Table of Contents indicates that a one page Tree Survey is part of the Plans. However, the same is not included. Please attach the Tree Survey to the Plan. 11. The Table of Contents indicates that a three page landscape plant is part of the Plan (Sheets LA- 01 -03). However, the same is not included. Please attach the landscape plans to the Plan. 12. Please label the right of way width and pavement width of existing and proposed streets. 13. Please confirm that the legal description on the Plan is identical to the legal description on the Survey. We note that the legal description on the Plan indicates that the property is 84.48 acres and the Survey indicates that the property is 85.45 acres. 14. Please confirm that Lot 105 is of sufficient size. We note that on Sheet 9c the house pad encroaches into the 20' drainage easement. 15. Please confirm that a drainage easement is not necessary between Lots 188 and 189 and that the drainage will all flow east. 16. Please confirm that the landscape island within Tract M (ROW) just above Lot 190 will be part of Tract M and doesn't need to be a separate tract. 17. Please advise as to the purpose of the dashed line on the northern portion of Tract E. 18. Please confirm that a drainage easement is not needed between Lots 107 and 108 nor between Lots 65 and 66. 19. All lands within the property must be part of a tract or lot. There appears to be a portion of the property not within a tract (the area between Tract E and F where the gates will go). Please include this as a separate tract or as part of an existing tract. 20. Please advise what the column "Development Rights" is intended to mean in the Tract Table. 21. As this Plan is both the Preliminary Subdivision Plan and the Final Subdivision Plan, please delete the note under the Tract Table. 22. The Plan does not appear to show sidewalks down the main entrance to the subdivision. Please advise how residents will access the West Orange Trail on foot or on bicycles from the subdivision. SHAWN SORENSON, FIRE INSPECTOR (407) 905 -3100 Extension 2112 1. There are excessive distances between fire hydrants (more than 500 feet). GARY GLEASON, UTILITIES Comments will be forthcoming on the review of the reclaim system. Arden Park North — Phase 2 Preliminary /Final Subdivision Plan 1st Staff Review Engineering Department Comments September 11, 2014 The following are the results of your submittal for the above referenced project that was received on August 21, 2014. If you have any questions pertaining to the requested information, please contact our office. 1) On sheet 2, General Note #1 should reference Orange County Utilities and not just Orange County. 2) On sheet 2, the Erosion Control Notes should be moved to the SWPPPP plan sheet(s). 3) On sheet 2, Erosion Control; Note #5 should also reference the appropriate sections of the FDEP NPDES and the City of Ocoee Regulations, too. 4) On sheet 2, Utilities note #3 should reference the SSOCOF, Inc. call center and also include "811" after the referenced telephone number. 5) On sheet 2, please include a reference to the Trench Safety Act for excavations. 6) On sheet 2, Utility Note #11 should reference Orange County Utility Design Standards. 7) On sheet 2, remove the Water Consery II reference and note. 8) On sheet 3, reference should be made that the City of Ocoee Engineering Standards Manual shall govern except for the Orange County Utilities Standards for water and sanitary sewer design and construction. 9) On sheet 3, the Record Drawing & Certification notes should reference the City of Ocoee Engineering Standards Manual requirements as spelled out in Section 3. 10) On sheet 4, COA #16 should not reference Clarke Road as the location from which the City will supply reuse water to the development. Reuse water will initially be supplied from Ingram Road, but at build out for the entire development Arden Park North will be supplied from multiple locations. 11) On sheet 4, COA # 19 references Progress Energy. Duke Energy is now the electrical utility supplier in the City. 12) On sheet 4, the boxed note in the lower right hand corner needs to be included in the "Notes" on sheet 2. In addition the note should reference the City of Ocoee's Engineering Standards Manual as a design guide. 13) On sheet 5, the Crosswalk Signing and Striping Details show Special Emphasis Markings for the crosswalk. The City only uses Special Emphasis Marking where it is needed. Provide a Standard Marking crosswalk detail. Or if there are locations where special emphasis may be required, please identify them and state the reasoning. 14) On sheet 5, the "NOTE" references that the Signage, Striping and Pavement Markings shall be in accordance with Orange County Traffic Engineering. Arden Park North is located within the City of Ocoee. 15) On sheet 5, Signing and Striping Legend has two #2s. The third item should be numbered 3. 16) On sheet 5 at the bottom of this sheet and on many others is the "Note: Use Plat for all Construction Layout Work ". Unless the plat is submitted and approved prior to the approval of these plans this note should be deleted. 17) On sheet 6, there are two silt fence details. Which one is to be used? 18) On sheet 6, there is a mix of SWPPP information and Existing Conditions information. It is recommended that these two sets of information be put on separate plan sheets. 19) On sheet 6, the outfalls for the ponds are not shown, nor are their respective LAT /LONG provided. 20) On sheet 6, the FEMA flood elevations are based upon the 1929 to 1988 datums are inconsistent with the correction factors provided (- 0.909). 21) On sheet 6, the SJRWMD Approved Normal High Water Elevation of 77.0 is not following the 77.0 contour. 22) On sheet 7, item #6, the LAT /LONG for each outfall should be provided. 23) On sheet 7, the property has an address according to OCPA; this address should be included on this sheet as the Location Address. 24) On sheet 7, Permanent Stabilization will need to be provided well before removal of the silt fence. 25) On sheet 8, the Sediment Pad Section /Construction Entrance detail needs to be moved to the SWPPP sheet(s). 26) On sheet 8 average flood line buffers are shown for Lake Sims and Trout Lake. How were these calculated? 27) On sheet 8, the amenity area is proposing fill within the 100 year flood plain? 28) On sheet 9, there are areas shown between the lots and the Buffer Tracts. What are these for, who owns them, and who maintains them? 29) On sheet 9A, there does not appear to be any geometry provided. 30) On sheet 9B and 9C, the shaded area — is it the buffer /pen space and does it really go into the lots and over the entrance road? 31) On sheet 9B, there appears to be "tracts" between the lots — is this correct? 32) On sheet 10, provide a section through the divided road section and provide grading details. 33) On sheet 10, adding a note that the sections are shown on sheet 42, would have been nice. 34) On sheet 10, no grading plan was provided for the fill areas to get back to grade and no grading was provided around the ponds. 35) On sheet 10, no grading plan was provided for the turn a- rounds at the guard house. 36) On sheet 10, it is assumed that section E -E applies to all streets not provided with its own section view. 37) On sheet 10, the Typical Section and Lot Line Detail applies how? 38) On sheet 10, the typical FHA lot grading details are missing drainage arrows for Type A and there are two "A" typical lots too. 39) On sheet 11, there are elevations provided for the southern wall along the western property line but not the northern wall. Also how is the drainage to be handled as it drains from south to north between the walls? 40) On sheet 11, stem walls are shown on many lots. However, elevations are not provided for grade at the bottom of the stem walls. 41) On sheet 11, add curb inlets so there are dual inlets at each street connection to the Lake Sims ring road. 42) On sheet 11, on the road in front of lots 125 to 133 there is no catch basin on the west side of the road. 43) On sheet 12, add curb inlets so there are dual inlets at each street connection to the Lake Sims ring road. 44) On sheet 12, on the street that fronts lots 24 to 32 spread out the catch basins to cover the whole street and shorten the distance to the high point at lot 42. 45) On sheet 12 and on other sheets, is it intended to run valley gutters through intersections where the drainage is proposed to run through the intersection? 46) On sheet 13, there are no contours shown on the pond plan views to tie new grading to existing grading. 47) On sheet 13 on the pond cross sections, show the break elevations, storm elevations in the cross section, existing ground elevation, SHGW, FEMA 100 -yr elevation and the lake level elevations. 48) On sheet 13A, the rear yard underdrains, wall, and interceptor trenches are to owned by the HOA or the individual property owners? Are they to be in easements dedicated to the POA? So in these locations the rear yard drainage and utility easement is to be 10 feet wide as opposed to 5 feet as stated in COA #12 on sheet 4? 49) On sheet 13A, the design intent for the interceptor trenches is to control the groundwater elevation and prevent surface seepage? 50) On sheet 13B & C, provide the top of wall elevations for each lot corner to compare to the rim elevations of the yard drains. Provide a typical cross section showing the wall, swale over the underdrain, and rear yard to stem wall. 51) On sheet 13B &C, it is recommended that yard drains be placed at each lot corner as opposed to the spacing shown. 52) On sheet 14, there is no fire hydrant located at or near the entrance to the development. 53) On sheet 14, the Guard House is more than 250 feet from a fire hydrant. 54) On sheet 14, the fire hydrant spacing is determined based upon the road length not a radius around the fire hydrant. 55) On sheet 14 and 14A & B, the 12 inch reuse main along Clarcona -Ocoee Road can be deleted. 56) On sheet 15, it looks like three gate valves on the reuse system can be deleted. 57) On sheet 16 it looks like three gate valves on the reuse system can be deleted and one moved. 58) Add an asset sheet for the reuse system to provide data as required for the Ocoee as -built record drawings. 59) On sheet 22 through 36, there are standard notes that appear on all sheets that should be located in only one locations /sheet like sheet 21. The Typical Service Location at lot Line detail could also be moved to that page and only shown once and blown up. 60) On sheets 22 through 36 the percent slopes are not provided for the stormwater nor sanitary sewer pipelines. 61) On sheet 22, the legend does not include Reuse, Force Main, nor ROW. 62) On sheet 22, Notes #2 references a report by Andreyev. Is this report to be provided to the City? 63) On sheet 22 Notes #4 references Orange County. 64) On sheet 22 add a note that the reuse meter is to be set between the sidewalk and curb and should not conflict with any driveway. 65) On sheet 22 and 23, the pavement width is listed as 17 feet but the plan view scales 22 feet. 66) On sheet 24 approximately 20 foot of fill is proposed at the intersection of street C and D, but no where in the plans is there a grading plan as to how this fill ties with existing grades. Some of this fill in being placed in the flood plain and buffer — where is the compensating storage? 67) On sheet 24, the off -site drainage pipe is not shown in the cross section and it may conflict with other pipelines. 68) On sheet 36, not sure what stormwater structure D289 is picking up. 69) On sheet 37, no proposed contours are provided for new grades to compare and tie into existing grades. 70) On sheet 39, the lift station needs to be moved back from the road ROW at least 20 feet for a landscape buffer. 71) On sheet 39 existing contours are not provided nor are new grades shown. The lift station site is proposed to be in the flood plain with extensive fill. Where is the compensating storage to off set the fill? 72) On sheet 39, the backflow preventor and water meter need to be located outside of the ROW. 73) On sheet 42, if the Standard Roadway Open Cut Detail is for Orange County jurisdictional roads then the following comment does not apply. If for City roads, equal thickness of matching base material will be used as opposed to HE concrete. 74) On sheet 42, the concrete ribbon curb should be 12 inches tall not 6. 75) On sheet 42, use the City detail for driveway approaches. 76) On sheet 42A, the outfall structures do not have bleed down orifices? 77) On sheet 47, where are the Ocoee reuse details? 78) The layout drawing in the Master Reuse Plan needs to show streets, lots, and pipelines. Remove all the clutter. The reuse layout will need revision based upon comments from Reiss (comments attached). 79) The Supplemental Geotechnical Exploration report was provided but not the original report. 80) The Pond Drawdown /Recovery Analysis references 7 ponds and a mass grading design. The Mass Grading plans are not broken into phases — is it the intent to mass grade the entire property in the beginning? 81) We need to discuss the LOMR idea again and the City's policy of 100 year storm events for pond calculations. The potential retention of the 100 year storm volume may prevent Lake Sims from recharging naturally, except through groundwater seepage, and therefore create a dry lake bed. 82) In reviewing the phase 2 design plans and the overall mass grading plans, it appears that the entire site is to be either a cut or a fill with minimal retention of vegetation. 83) On MG sheet 3, the 25 foot buffer from the 100 year flood line is not shown. 84) On MG sheet 4, with the size of the property and the amount of grading and fill placement, single or double rows of silt fence will not be sufficient. 85) On MG sheets 7 through 10, there is significant amount of fill placed in the flood plain. The waiver as listed in the PUD plans allows for the placement of the retention ponds in the flood plain. Engineering Department — David Wheeler y/ h T 1 MEMO To: David Wheeler, P.E. CC: File From: Mark Troilo, PE Date: September 9, 2014 Re: Comments on Arden Park North — Phase 2 — Preliminary FSP These comments relate to stormwater related issues we've identified in the submittal for the subject project. Specifically, they relate to the drainage report and calculations (Dated: August, 2014) and /or construction plans submitted for permit review (Dated: August 20, 2014): Comment 1. The following generally relate to the construction plans. a. The system, as currently designed, has surface discharges from Pond 70 to an offsite location. This offsite location lies within the Trout Lake basin which is considered a landlocked basin (i.e. there is no positive outfall). Per the City's Comprehensive Plan (Infrastructure; Drainage Sub - Element #3) and LDC (Article VI, Section 6- 7(13)(3)(d)), developments in landlocked basins must provide full retention (i.e., no surface discharge) of the runoff volume produced by a 100 -year, 24 -hour storm event. This volume must be recovered within 14 -days following the storm event (Comprehensive Plan, Section 4.3, (I)(D). Please revise the plans and /or calculations to meet City requirements. b. The construction plans and reports include a vertical translation from NGVD 29 to NAVD 88 equal to -1.0 feet, however, FEMA uses a value of -0.94 feet (Wekiva River - Orange County FIS, 2009). Please revise all translated elevations in the construction plans and reports to be consistent with FEMA's adopted adjustment factor of -0.94 feet. c. It appears a conflict exists at the crossing of the western offsite bypass system and the Street "C" storm sewer system. The location lies between Street "C" Station 11 +00 & 12 +00. Refer to Sheet 24 and 38. Please review and revise as needed and resubmit any affected calculations. SINGHOFEN & ASSOCIATES, INC. STORMWATER MANAGEMENT AND CIVIL ENGINEERING 11723 ORPINGTON STREET SUITE 100 • ORLANDO, FLORIDA 32817 PHONE: 407 - 679 -3001 • FAX: 407 - 679 -2691 \ \ocoeefs1 \community development\planning division \development review \projects 2014\arden park north\phase 2 preliminary final subdivision plan \1st review\ 2014_ 0908_ardenparknorthph2prelimfsp _saicomments.doc September 9, 2014 Page 2 of 3 d. Structure D2104 calls for a Type "C" inlet with a 36" RCP outfall pipe (Sheet 42A), however, a pipe of this size will not fit in the proposed inlet. Please review and revise as necessary. e. The plans show 4:1 side slopes on one side of the ponds only (Sheet 13). Please revise the plans to show side slopes on all sides of the proposed ponds. f. Existing grades that are to remain after construction of Phase 2 will result in runoff flowing towards portions of elevated pond embankments (e.g., middle and northern areas of Pond 70 on its western side). Please revise the plans to demonstrate how this runoff will be handled (i.e., diverted around the proposed pond(s) or conveyed into the pond(s)). The revisions must reflect any additional structures and /or grading (e.g., on Sheet 13) required to manage this runoff. g. Please revise the plans to show how pond embankments will tie into existing or adjacent proposed grades, especially at property boundaries of the project. Comment 2. The following generally relate to the drainage report and /or ICPR calculations. a. Comment 1d above identified runoff flowing towards proposed pond embankments that must be diverted around the proposed pond(s) or conveyed into the pond(s)). This additional area must be included in the ICPR / PONDS routing calculations to reflect the means with which this runoff will be managed. b. It appears pond areas have been considered "pervious" for purposes of calculating curve numbers (CNs). Stormwater ponds should be considered as directly- connected impervious area (DCIA) for CN calculations in the PONDS analysis to avoid double counting infiltration through the pond bottom. Please review and revise as needed and resubmit affected calculations. c. ICPR model data for the drop structures at Ponds 10, 20 and 70 conflict with structure information shown on Sheet 37. Please review and revise as needed and resubmit affected plans and /or calculations. d. Some discrepancies were noted between the storm sewer tabulations and the construction plans (e.g., Conduit: CO -29 ground and invert elevations, etc.). Please review and revise as needed to ensure consistency and resubmit affected calculations. SINGHOFEN & ASSOCIATES, INC. STORMWATER MANAGEMENT AND CIVIL ENGINEERING 11723 ORPINGTON STREET SUITE 100 • ORLANDO, FLORIDA 32817 PHONE: 407 - 679 -3001 • FAX: 407 - 679 -2691 \ \ocoeefs1 \community development\planning division \development review \projects 2014 \arden park north \phase 2 preliminary final subdivision plan \1st review\2014_0908_a rde n parknorthph2prel imfsp_saicom me nts. doc September 9, 2014 Page 3 of 3 e. The secondary storm sewer system should use the 10 -year pond stage for tailwater purposes. Please review and revise as needed and resubmit affected plans and /or calculations. f. Please include lane spread calculations with the resubmitted storm sewer tabulations. SINGHOFEN & ASSOCIATES, INC. STORMWATER MANAGEMENT AND CIVIL ENGINEERING 11723 ORPINGTON STREET SUITE 100 • ORLANDO, FLORIDA 32817 PHONE: 407 - 679 -3001 • FAX: 407 - 679 -2691 \ \ocoeefs1 \community development\planning division \development review\projects 2014 \arden park north\phase 2 preliminary final subdivision plan \1st review\2014_0908_ardenpa rknorth ph2prelimfsp_sa icom me nts. doc 0 * 0 Memorandum REISS ENGINEERING 12001 RESEARCH PARKWAY, SUITE 228 ORLANDO, FLORIDA 32826 (407) 679 -5358 FAX: (407) 679 -5003 TO: City of Ocoee CC: David Wheeler, City of Ocoee Charles Smith, City of Ocoee FROM: Reiss Engineering, Inc. DATE: September 23, 2014 RE: TECHNICAL MEMORANDUM Arden Park Phase 2 (A & B) Utility Analysis -Reuse Only Introduction New residential and commercial developments in the City of Ocoee "s service area will continue to contribute significant flows and demands on the City's water distribution, wastewater collection, and reuse systems. The City's Engineering and Utilities personnel would like to assess impacts of proposed developments and their respective flow contributions on the City's existing infrastructure. This hydraulic analysis consists of technically evaluating the proposed Arden Park Phase 2 (A & B) reuse distribution system and its connection to the City "s existing system. This analysis provides the City's Engineering and Utilities staff with technical information to make decisions regarding water utilities' infrastructure improvements necessary to accommodate future development demands and flows. Methodology REI maintains the City of Ocoee's water and wastewater hydraulic models. The latest hydraulic models were updated based on information provided by the developer. The information provided was used to verify average and peak water demand and wastewater flow calculations. The flows and demands were input into the hydraulic model and the revised model was run to evaluate connection of the proposed development. Resulting connection pressures, hydraulic grades, pipeline velocities were used to verify proposed pipe and pump sizes and to determine any downstream impacts of the development on the City's existing systems. Results The following information summarizes the inputs and results of the connection analysis: General Proiect Information Project Input Information Peak Hourly Demand Arden Park Phase 2 A &B -79 -- Land Use Total (205 SF Units +green Zoned PUD -LD Size and Location of Reuse space irrigation) Ingram Road Total ERUs 205 1 ERU /Unit Reclaimed Reuse Input Information Peak Hourly Demand (GPM) 1030 ? m -- Reuse Main Connection Point Clarcona Ocoee Road (2) -- Elevation @ Connection to 120" to 138' (C.O. Road) -- Reuse Main Modeling Results Peak Hourly Demand 250" -- Connection Hydraulic Grade Size and Location of Reuse 12 -inch Ingram Road Main Conclusions and Comments The City's hydraulic model was run to evaluate the development's reuse connection conditions and estimate downstream impacts to existing City utility infrastructure. The resulting connection information is summarized in tables above. It should be noted that the hydraulic model is not yet field calibrated, therefore, field data collection by the City is recommended to confirm model results. Based on the hydraulic model analyses the following conclusions are summarized: Reclaimed Water 1. The development will be fed off a proposed 12" main on Ingram Road south of McCormick Road that is currently being constructed. 2. The City's Utility Director indicated that a 12" main on Clarcona -Ocoee Road is not necessary and should be removed from consideration. It would be more efficient to locate the 12" main inside the proposed Arden Park subdivision and provide a future connection to Hobson Road potentially via "Tract H". The 12" backbone would connect to the offsite Ingram Road 12" main and eventually to a future Hobson Road connection. The Clarcona -Ocoee Road connection points, should therefore be removed, as the development will be fed only from the Ingram Road 12" main as referenced in comment 41. Please revise the hydraulic model and the plans accordingly. 3. The City would also prefer an 8 -inch main from the 12" main inside Arden Park (referenced directly above) north to provide a future connection to the proposed McCormick Reserve development and ultimately to McCormick Road. Internal Arden Park pipe sizes could be adjusted accordingly to compensate for any additional 8" piping associated with this arrangement. 4. Provide the revised hydraulic model electronic files (in native modeling software format) to the City. 2 R© 5. Minor note regarding the report and design criteria: the statement regarding "worst case" (page 1) is misleading. Peak demands calculated in the report are on the order of 2 gpm per house. Typical irrigation systems use > 15 gpm when operating. The peak demand assumptions are acceptable; please revise the "worst case'" statement accordingly. 6. Please demarcate the pipe sizes on plan revisions more clearly. 7. Consider in the design locations to flush the reclaimed water mains out (flushing hydrants, blowoff valves, etc.) PRELIMINARY/FINAL SUBDIVISION PLANS CITY OF Ol;OI?E. FLORIDA ARDEN PARK NORTH PHASE 2 ( A & PARCEL ID. NUMBER 042 -28- 0000 -00 -001 SUBMITTED TO: CITY OF OCOEE AUGUST 2014 LEGAL DESCRIPTION APPLICANT /OWNER ATTORNEY STANDARD PACIFIC OF CENTRAL FLORIDA OR INC. CLARK, ALBAUGH & R£NTZ. LLP 558 WEST NEW ENGLAND AVENUE, SUITE 250 700 WEST MORSE BOULEVARD, SUITE 101 WINTER PARK, FLORIDA 32789 WINTER PARK, FL ORIOA J2789 PHONE (407)645 -6555 PHONE (4071 647 -7600 CONTACT: STEPHEN POLACHEK CONTACT: R. TRAVIS RENTZ ENGINEER DEWBERR YIBO WY£R -SINGLE TON 520 SOUTH MAGNOLIA AVENUE ORLANDO, FLORIDA 32801 PHONE! (4 0 7) 843-5120 CONTACT; SCOTT STEARNS, P.E. SURVEYOR ALLEN & COMPANY 16 E. PLANT STREET WINTER GARDEN, FLORIDA 34787 PHONE (407)654 -5355 CONTACT; JIM RICKMAN GEOTECHNICAL ENGINEER UNIVERSAL ENGINEERING SCIENCES 3532 MAGGIE BOULEVARD ORLANDO, FLORIDA 32811 PHONE (4071 423-0504 CONTACT: ARAVIND RANGASWAMY, P.E. ENVIRONMENTAL SERVICES BIOTECH CONSULTING INC. 2002 E. ROBINSON STREET ORLANDO, FLORIDA 32801 PHONE (4 0 7) 894 -5959 CONTACTS DANIEL GOUGH b r 2- Ka ` ' PROJECTS EG OCk I G� 1 1 oe s to e> OCOE� y L�r n in o �HiV. ITE o ooF -Rr cc SITE LOCATION CESC'iPnON 0 AaoEV P 45 } c t'Fa - 5N3<I r 3E 3 5ou,n, g e Eesl, o. g o y, 3�ieo, e g ore aor�icu y screee <su�o33re n 3w.s. o �ucnnrv� 3 n << zs s M c3��. a Aa oo 11 D2 531 N3,�n.ert 9 K g 31 :3.a s <c�.oa ,Hence ry< soon of z1 a1. wes�, 3 a e E «t i. <e, �3r 3 a�s.3n - 163.5 le t'u ,F 1111il, 11 11,11 1411 15 11 feel .1 1111c 1�1�4851"El F. «Fa IF. «Ia PREPARED FOR STANDARD PACIFIC HOMES 558 WEST NEW ENGLAND AVENUE, SUITE 250 WINTER PARK, FLORIDA 32789 I -2 OF 2 BOUNDARY SURVEY lOF I TREE SURVEY lD -Ol INDEX SHEET SP -Ol SITE PLAN KEY MAP HS -01 to 13 HARDSCAPE PLANS LS -01 to II LANDSCAPE PLANS 1R -011o IN -0I IRRIGATION PLANS TABLE OF CONTENTS SHEET NO. DESCRIP"PION / COVER SHEET 2 -3 GENERAL NOTES 4 CONDITIONS OF APPROVAL 5 SIGNAGE & STRIPING PLAN 6 EXISTING CONDITIONS 6A 5WPPP PLAN 7 STORMWATER POLLUTION PREVENTION NOTES 8 MASTER SITE PLAN 9 OVERALL SITE PLAN 9A -98 GEOMETRY PLANS /O GRADING & DRAINAGE KEY & DETAIL SHEET 11 -12 GRADING PLANS /3 POND PLAN & DETAILS 13A UNDERDRAIN & TRENCH INTERCEPTOR PLAN IJB -13C YARD DRAIN PLAN 14 UTILITY PLAN 14A MASTER REUSE PLAN 14B OFF -SITE UTILITY PLAN 15 -15 ASSET PLANS 16A -20 ASSET TABLES 2/ KEY MAP 22 -36 PLAN & PROFILE 37 -3B OFF -SITE DRAINAGE PLAN 39 LIFT STATION PLAN 40 -41 LIFT STATION DETAILS 42 PAVING DETAILS 42A DRAINAGE DETAILS 43 WATER DETAILS 44 SANITARY SEWER DETAILS 45 RECLAIMED WATER DETAILS 46 ARCH /TECTURAL BUILDING ELEVATIONS 47 WETLAND IMPACT PLAN I -2 OF 2 BOUNDARY SURVEY lOF I TREE SURVEY lD -Ol INDEX SHEET SP -Ol SITE PLAN KEY MAP HS -01 to 13 HARDSCAPE PLANS LS -01 to II LANDSCAPE PLANS 1R -011o IN -0I IRRIGATION PLANS GENERAL urow awwrd apenln.on gve/r,.<non aM/ d wrbmn awlaeN wnn rro nrml rawro aaiwr/m a Iro ralav/w wen. aroroaroe o,re aced /Ian /we w wall w )ro Iaeer nlnoro a an rove aga'ICaaa aPSn/Mlom b aoroptle+ Wads Ca My Nlln /m Cly d Lazes s.am, River wad Yadpwro,d wand rsJmvro/ Fla /n Lbparlmerr q Em/rommervd PraMlm rFOEP, Fwao CemN,wl M Trodcblol /w lFOpT/ A/rar/mm wnn Oaaarnlm M rA0A1 q US.Wwr) mere Or Jualp YoaN/W uN/bm franc cm +rro eovrwrrrurca/aua/adn giro uS.rrPONmeNa rrowvona/onFna aHiv/ww <emNara/on /A ro CM a 0.w fw/roald sr<rooree Yaaal Nell pwrn a +tea r« rh Wo/Ne Casey wI/lllm Slaroarea ra wave aro soNlary earw dml9n aro cmarwln 2 N /wmrrw /m !e ro d pwrnetl q a /advlam�e fee «a.aae oro /<rollwe.we�ro/w.wrarp and inlay coax s. M o+e• aadrea b aMdr /M /roe as OsecrlOn Mrn w. a aaena wnn .acv rove,« rw crown a rh pam.IM1 c� ,rridere pmrle wn /epaD -. eaerwa awiM r rh e/y,n..r d more ld,miay on ro wrnrd arowe rM1 m«e andNe rw/o d uMn,. rw aaldra ,ref «aaiw a rh ,roar. and«v adrlo ro d wn. hd dam wad das0 m IM1 baroary aro r«vprodyc survey q Alhn b CmavM mod peprJV,iM pawl pwlen q UnNrnl E,glrorld Sda,w. S N/ rsvo/lae drown w rM draw /tyro Mr b M4VOEA & Trod daro were Dmn m Ih peaadNw/rsrwlrr UNwraa/Enp/ror/d sdrem./rc.Prolal NaWJ01200/VLVLV /Mwlro V. Ranpaawaw.YS�Pf /FI.Rm. Na 656rr/UaYrsa Enplror/,p Sarcv;/pJlSS2 Yc{ph a<vavard.Oranq FI<raa J2all/ Prorq (MJI IES -050I/ Fox,lpT! �EJ -S.L5. n le Ih wNraclYa rmpmrdlly ro amllrs a wq a Iro rmornellran Iro waacmin/ aglnmr. /aMlloriza nwasenm wnn rro omen /w oro tlmcrlde In )h rmWraAaro ttvndY wnn o/l rsmweroalw made In Iro rspvna apd//cdN )w aril pewrdlw w Iro e/ro. n /e Iro aHrwYb'e rmawld/ry ro oaorn o mq' ar awdmeNa radNa Imo rHa paled /ran ,h wove aro ro raiav rro aaYamao/ rw,rs r.codro,realw. Gearm/r9cv/ remnmmearw « rmvmmma w w — 11. a aupperwna rsarra q row. era M rh rm9ars/dlly a aaM'r - slop /Man b amadaM1Slro. wro Iva rrrn upr rro Fars ve peelnwwl ravHa In Ih psmra /m d rh dam. AM cvNlld dhsen /N «m�Ilp mraa /roe !n Ile hm-Ha! a/d Nose roam e/vll d raveled a )h wgl/wr one <ww /mnnlaey and !n wrnlrq. Bgvya• -slop /ron 6 A+a«lam.lro. oraunv m rm/mv/dlly I« )h carea+rm,mryYrsmra.w vccuraq aI Iro rybHeAWron Iro doro oro /b sda/rM/w wadn )ro rwa/na a a sofa awv -. rro cavrxa sw� /v oaaums rh rNammla, a a awrwrm a rro adn.dar b aoroar a mar/o/pmere.n,a rro reemro ally a rro oam,oa« ro non o ropmawr s+am'M/m a rro afro afro a oro muf /a sovrwe I/dlean w Ih room rro d INaned a Ih mron /we under wNdr aawrrw /w !e ro odor, e. rro aperoab .M/mroln Iran fro mow oro/m a� mna rw a! ar/m /wnp /unaelaigx.wn m row.- mw,ao%rmu/mwy w lane ereaaa Th aHrodw oral/ d expecrn 1a rwlvv ride q all rro rrma.axdnlw.raalranvNa oro IlmlAlw as rNn rn on d Ihd Panne. a war d Ire pwmna awl d <mr w rh mwlrwlm am oro mode wdiod. rd rwrmv a a/ nmaa A Tro aorobea aro rdd //Pales w Ilan wYnIM1 OearlvVCa rrxrnaAd/roary ofd roawrapNC eury yfel.aM rmWrn rormn, wro weq rnmrwran aanp wnn rro acne q Rwyr sldlam oro Atew,am, /nc. w rro wmdas 'sns eon Cwulrwlw can/m.Na• IO. N Hama apPmrld to d Haw/wl « prele</odw /aNHOCea oro damvrn a a+e' rl,ro durlw mwrw /w wnNn rro Proles IIMro. /mmn /roe Mn /calm ahll d pwldn to rro avw.rro rrpinear, aro Iro &dodo a HIa «Iwl PraarM/nON/alw d N/awlca Reaaurau RAWy aul /eld. stn 5. araapn 5/.Tal/aroassaFwleo JLlsc}02SO. /e. rM1 aMrodb ,ron paea oro rem wove nro/nrw Iron ov.Na oro «Marvel rrd oro momma Fran oro o,d ai nodny. dale « p/wd.mro/nm.aMrocewb arorwi,a.Iw,aaeono9m.q.,Ia«Ib,�, rw.. +v.mm.ew,e, or «r/m.dolnu « Ju+v/m a wy Nae aw�w �aw /arorre dnalNw ro /n raI y oro roann aN,rnp M � w � M mow r � pal � «monw d' wbR ro d ronbm7e urow INa arrrM.ero Parroaor sw//roaw+M drove rdm mop aw:/r damaPwomm.auna b Mlms b pNVls. nMNara/ve w 1W Ida. /Mud /d alwrrmrs /w Pole a /m/rrn q b m DeroH d cww,JdNN b awr a/ywd /b rwr owNa aro .mpyeea. rM1 am,wb rwrw wrw.,n rro wwrd v damn v/aaan d oM rnrdw aa. ,dy one noon /w « re9Walm «,ar/p o,n a « h oM way ..m/.cln wnn rro P.rrwmo/xrr a wbR « w«R ro d mrrwm.e u iNa co/erM.grwr my Imasdlasy fors wMSVr w/m le tlaNM 7calaary q dove Iro randy )h Galmn vldaln AM and ol/ cars w udrow veld b Irrurrn q arty !n roh/w auto anlm droll d bwd q waradw.oro aHrdab aprw ro paM.Me wMe,a and lroamnHy dove a'ponrer ar6' aro an ruar oboe b , +gnaws. 9. TM1 mnrsafb oral/ JaH all rsoedvbs prmwldw Ia Iro drMY a.oro Nallpwld el /rmeomds pdeclrm ro pmwr eerrwpr. In Jury «rose Im o. M/ smp'gtea n rro wpR en. oro on rive draae wro my a orlean /weq, a arl rro war oro aN /M«lo/a oro eaulPnern ro d r/wwa. -an rwrn wnrdr h rbwe w w ar Iro enaudw fro wre.aMay « mvra« rro aarwb b aro > ne swwmrwba, oro pawy a rro alro b nJwwe IlerelalMwd rrwa/rum.lwm walrmdveroNa. anawm oro Wfl!)!w M OmI9Mn /« Oardnln !n lro awree ,# wrolrua/on Za rh awerad« ad� mMY wnn a/ app/we/a salay wed aro won diaavlwae roved. we/rodae.Mm.raala /roe oro rowrw afro a aro aargwwr Purim ar rove worry roved /w/nmlar Ib rro aa.y d preoro b popery « rb Iwr pam/w apdml eanwa,nlury b rom,w emlam ro pdM Ih awlraaneN. Th cpnraap elan red atl mdNdn as rew/rn q sx/alw <wdnlwm aro p-<prw d Iro wbf,d/raoaawero aaapwrea rb to/sly ad paaaln ma /d eo/per alpm one rove rozp�oro a rro s<rM• rr ° el/n ° awry rew/arav om ,vrM,y gvdra om uara a n/xas wnnlm a rro edrrarcr w spWala,a zi. u/ eomaw w as, ro oM poery rarrn ro h roan a,uaae In wMa p a m rl q rro mNraeb,o adwrrocw,p q v/6one wrod oaa oro d rM1m my d nedaaron d remn/n q rro mNrwb.. +del adman b ass po/,. -y onnburoas may ro rro b aNm,w a rro a✓w.w rro edlror a ore«ie snWoned q rromw Ib wrose Me wad Item mw d //added M paPxN arNDWada In w/ds b !n drr.ro lh la// « dprlpenw a Ih mNrodcr. 22 UNIT r/dlowalancs d 1h wbR q wvrer,lro amlrMb aMrrow rro crorm oro wro a oro row /boor rro rear d In/ury b w aneva/w p • +paw ro aro wrr rwap.« rro aM wnrlaa even m anaq rd as /m d rro ra+wn, a from wy row cause whr arlarw rrcm Ih a+aan/w w ,w,..eanw a rro w «R. rro amrocr« sron red/a.rsdlr.rwsrwe aro oars owe on mlurrw b tlanrapm a orb' drum a )h w «R amalam q v+b' d Iro aDwe caunm baby r!M aasdonar aro row/ Door Iro uddm rwsa. Tro r Troll d r as Imo mMl a/Il lm pl)r /e aro ,dnu/m.aro el ra role lm law. 23 . are odor Mawr d ]uric/ 9Nw pa'! za. rro oanran« .ronPwra oro d r.,preld. Ib Ilea oprarw aro rove a Iwr abaaracwa ad al awn/rraro wdro rd nod r,rm/Warraro ro Ih praiarro aMreap ahu /ro/redn rrm aro udd+rwn m<mroN a veNa/or Irorrm a,d aron mm� rwr aroralae a r./aw ro Iro dr.y ad arwrosNe a rh Irward dart uror al c/ramaoroxsaar arond rro mod lrmarore 25. rro <weraY« ado )wn/lorize Nmsan won th poldw ofd Wlealds mrob /a q dl apanam rov /w lur/nldlw )w rro w d dl pvd,e aro I— papay.Th rnnradw scald rsswnelde rro a/eonmps w InJwY re popery d aM adraar. au�d �h maxn/m a rro wR.rwn/d Fran o/6• ae.aveerndvroa.w Maardw rn Iwr newer p marod a edMlw rro wbf,« aoyr/rro ace ro ar«erre w«R b marro/a %. Tro mares -ar droll M a+uwaa, remwe,p arorwld elawD oM maarla.arucluro p part pr a aruaurs wncn la IaMSJ oWa/ee rosprnm b wnlw aaerw aradarod rp Ina polane +md wwa a,.cn e,wralm a rmraa la pw,en rb m Iro caerml, pone a rda//wr/ov. Zr, h cweradw Nale —y Ih arNnlm oro /ewlro d mv/rla /a a/arn m rro pons AM drab— Drwmn mavla /wand wtl wlwl Brown In pun vlaw la )o d brags ro Ih enpinee /a anaNlw q rro owrrttYw pep ro dedm. n la rd aglnea'a INenlw ro mdrrw wM I, adYn w rro dam 2& AM eke «moat' Mwmn Id elnemlrs and mevm/reme,ea a/avn w rd pad ad Id acluvl rlre cwdnlom aril/ lmmn)eley d balple a Ms anplsa's alaroln Fdlws ro eo m oro m areres mu)rudlm awl dNe Ih cwararb rsapawlas ra do rr «a afro riswaary ruran/aw IM may aude blaro 29. Iro N wrrn IM Ih rwAVw cvrulrwlan prom 4m19rm ro apnmde aero «e: ro 'YOaold UN/ «m YI mum srorowOa I« papa CaMrwlm bd MaI/Veronce r« 51rdla am HIp/wcydw pedrn q Far/oa oaPannrae a rra,emrranrc Nl drordps arwwm bs ro d Irara dvr/w — arorwlss rolee. - - e<vr urw/ar alt— — l d gnat— won < w/m s -rrcn wd/rNgrdes. s N/pomsed Pwrw arrocm In INw,a -x/o„ my w/w:N axlnHa aayrwv oral/ d prone ro eroa <wnlvay a rn, mrarrw, lavn q /h panne proem aro r/wv arrawa m ro prom and la pwroe < am<d/y IroroHlam OrN/w eunae Ip veNC /ea wnn ro awe davRa In praea one wly almP w room -ss «ma dame. x/.p ro Irowsx/Iwv oro Mrarcr <rd inn wWm ro Irerdalw mw revulro Mw brol IINe nJuamMa ahWe oclwl mieaaro vwy /ran iro anvged /Nwmvl/m Id emlpn woo wmndlrn rro rawe d IM1 dove. m ntln/n Iro aoroora gown w/n lw. to d ad.roee rn veer ro tlram «unN,N a rro bn a /reeraaelaw. n a /ro awroaors rmwrordlly ro oaw,wn,n rd oDw. ad mnavn Ih wp/rwr w don Iro moH oM aro al repWrn INwpraloro d Iro doro b pNS +uw/mroNary lMrwlom s/wle rro MeN d Iro don d upJmr. 6. Camrwlw b rwdwwa aY/ lro MNVem arded. aro apcl//mllav d Ih acv / ape,pfa/ MI,q Jurlad/dlw c,N Ih MN,wm awpenn darn„ w ann,m /n /ro .vela rmbr. r.mnwwroarom. uaw ahnrne Mn. >. Tro m -urwYw le /eePds1M Imo rs+cv /ry wy a +mva and w audylnp I!I/ roe /acaa<ry ro prcVa Iro sIM1 a Iro pcpaan a«alaw ea emawe wnNn rro mvrrw,m eow/,erva. e. Nra ewlw .xmva/m d IM1 rorad/m darro d o alwM. b d/W/an wv/y Ibm. ewlw mM.w/a. exmwrrm d rro dad mud dranee /mm/aey. rro owes, rq/n.er. en wave nwopae/r eland dM d Mn/n. oro rmm/awan wro d r.awrn. rro drmrd n./arlroPae enlrmnn aunty. wave ma,opmwr darn marlN rp rro om/rrrca d alnRMm oro tlaumwe rlsas Irw/A.1 /as n wave rroreperwl daria mdn/m amrylonw I «m a/nbr EH -JJ. Two mdm d rro mmprn )wins mual d asN l0 1h war „wropevrsM eland oro rro /aro oprq roWw /wlnldlm wr.,dy q Yw Jla.a auto ymr. Th PNMId Irv/el rspN oM slhws IM eevaom wnNn Iro venom war n,v/riprnwV ryaern. Th PrM/m mvsl Mny Iro « mwzwrd,s elarld oro kw/ amrrar roved /ur /nlalw d aM alh/ds d dl esrolav /n 1h ewrad war ma„spenwre ryaem w /Nn a9 M/re a He euwwry and wnea'aa a1MIWe rapa/r wean ro tlya even elacwsry us /w a elarla aq<rwee nalalsopy. A row rh rdrvw nod den wdrrwn ro awrna n rM! d prod -rain ro waves IM poPr mdoa/w /oro rid anaroe. rh ever - rdl/d oro oa7 NIm awraldv ad /I d I/wdcrn aro Imrn q e Fkrlee //twee pedscMlca/ aplrow b drovers /M )M1 aPmr /n podlm Ie mNivdse mod d/ earrla.w IMrlds Ips been ranwn. % rro cmlroa« rwl lnfurs IM o Mromum aril ewly a 9aX oadvcllm rro «noun uNa,a awes /d Mn ra padmwa d al ApAvo /I /wdwal Iaalrpa. rraronp wdl /aAlga mod In pwrrd. aM Iw//ip su/y«I edcr /de w rhae po% n w/Il da< d Ih rmpweld /M a' Iro pvlraaw r<lreura IM awndH gearhrml ra,r/w aro evelpn hu been prI «nee p/b ro wMrwln n. e/w rdwrrw ro+aroro marrre aron ddam /n Iro caN.r .+ rro drN,d aro omw/ro even oro yeroN. /z Swm rive lery)h a/avn w Id paro !/INWI Mrvn W saalw. H /h aWroa« dead ro ud n Fywn alM1rMa rh rife bw/h mva d n/ua)af. /J. INa arse oro ro rro amrllds frown n FIJO.T.esslpn aarowOa /mhxm. rro carerMp /a rmPOrorde rb Pwrd a/rooaaa to ehhonNan/Nrdalav ednd nommaon ro pwre. a awn O Nlrp rounds wNN /MredNw wnNa Orainapa N an «m a pw erarmd la obewved. fro aMraclor row/ MnY )h ewlror «!w ro nwrm d rM o d/w/m b raawmeroaim rb cp,wrin mw d mods /S All rarobcn cbcras rip rRl•PJ rob // d MNmvm C/w ell. uNms prorwld ogawm a Mae w Iro prom b apcmwllw. M. a/ apnawrr rive /dNa droll d wroame won r)dr Iro «la I PUBLIC RIGHTS -OF -WAY I W Tro cweradb droll azre /Me a// wbR wHNn odic rl9nadwy wnn rro rsa{eaM /xal opaxyfa roved /wlaeld/m !c/y « � ! n/rtlYl praaw a PUNIC W «H tyre Ih /uNaefalMa aprh«. /n nelNw,oM wwR wNNn a aae ro<e rl9NHwM noel d oppaad U and w «aMn wnn Ile FOOT )bagn Iro row /mvlNemrce drew (a aacA elarla. O L Prla ro CrraMd pry w «< wNNn oM NNa « wllny rl9N'/✓+vM. uvarm/or alvll wan Mwlzol /w an P «MI Irwn dl l� /unn/aiw rmlwras Ib aa7 rlpind -wro•. O J. P,I« ro prlpMng v+6' wbR wnNn pry pod /c r/9NAww.cbereaw ad /l eewlop a/d aMNro md,esnancs d )rro /!c pan ro �` ro ami mow y !wr/y Jwlnlalm car Frio Rua r« do oppwv/. me pw mw/ mea Iro MNm/m rmwrmwa w anode In rro waro/a, u Le — rwn<carraow/carp/Nrsrne g iro useawnmeNw Tre/.WOrlalcnFaadrNlp/+vm• admNSM/m a/d r/e V Farlw poHrme Or Trarowrlallm dmlw aaroaroa. �'4' Mai BOWYER SINGLETON I CONTRACTOR RESPONSIBILITIES I Lwrrmvw eM//aM//ar/ze NmMI wnn Jro erro.lrcamw al/arlav on audurlaw ewd/rlau.lro waR rapWrn ono a /law cadn/w rw Irq area fh suaasaW amMalm d /h /n p/b ro wrmemre,e d wbR. 2 Td roanlm d edald Wlny arvloas locrmlm.aro arwuro/ reapm clown m Ines dam luro Dear OarMrree Fran fro des /N «manor ad oro «w/an r« rro ma«uwm d rh mvrww.rro maror dpm M amwda Iro oca/ray w Iro axwa«rsa a a. aznrw !N «malty pwran. A/6' Ind«a.ray « aNaan /n .Lar rNwmaim row, M rrrw. rro awroab d Na aepredny ro pear Ih mla/w (rmwm rrgn nm,ve « u,wclmuroe rNwrua,m a dwrms/a./e < elabrorra- «rd dwmn Iroes rive ad odes Irre aadlllau.wNN wane apasclaDy aI/sa rd sxwrN/n d Flees m'<m.ld cdaraclar ebll asp al w/eelrwln w,tl /MNY Ih mglnw Immn/ony. J: rd mnraab aw/ad an Mlaea an dY can rodv,1Wm,rapwa,w pro Rvrmn cwdmwrs d«Id m rd mawr d rro w «r,oa erar,r o,d aa«nla. n Ina <wvrovw mss rM rd erawrnw mod .OSnldnone r. a vwrard rwavnn ro eM/pwaay M Y Iro agrer. /n wMlw,ad aM wweavry dio+paa oral/ d n/uade.w pwlen !n He aprdnwn rd av/pa� !n rro w «R. Tro aHra>b eMl d rmpvplae r« Id mvlNeroncs a al roroawd dnlra.rartllm mod paMlw /adlMm ure/lId paled rod des, eaoPln q rd own. -. al e/.n/rOn mow aron d rawroe ro .wro« enr cvdn/n s. rro owrrw« aMi d rmpawra. ro Iro dove oro rh apI/eeer r« rh oro, aro anrdr«w a mNraara ann'orem aro ar n, auDaMraab. «d rwr <pava aro aNxa+a* ad row Praw Pwbmd oro a rro type uror o cwrran won Iro wNrwr «. 6 w «f oM IwNeIM male /<la dW/d In re<awgda cqN «MN wnn Id Ilda.pnm.pael/p walwv,crara ax1/madlmw/du, mvlrld rqulrommla oro lea /d radWrarore, IM pe adcn /n ,n ih aaeraf.panb eaorls « specnlmllwu. Td areroceb eve / d rmaapras ra npRld al rowmory orronpemeNa wnn pwrmsreo/Ororrneraadro N/Mlm.adlc wrrlraarvlro mpodm.aro m- coralaw wNnv w carranry rpos. ga., urn .p- a.war.s«w.paxrrrrwGrorpaaaad /wvrom rarmrm .acv w wvmwr err« r a.pd /%w/rm.mam.mnuna.<daaveya.p row aMar rmrrorm.rMwinp rMmNaarucsuree axrean Iwewnn IM ore rroa/arwf rn rro wort ro per rM auto Irama mw d warorb aupvrn.paean a AomIM. e. Pnb ro mded/d wbr.rro mNrar« awl rurroanrar o/d mareoh a/ drnmeea/aN,.wpNd arum.aro mddN /rorr/wa rw rozaroa o,d Iro warn a rwnc rnaron rro w,arwlm fore m avr«my won rd en apeMm dune /w/nla/m aeroraa ro rlmrrwy pweN «veer, a en aa/w mows wwrwin moan n warwrm ro rro rorma rrow d lrarr< a bsarm o roz «e n oro wro' roIro /wiq A /n Ih wore Iro aarWb daaawa oM wr«a « adeaw In /h paVnr h awllmmla.y MNY Iro wow w avdls dwe. l0. Th cwaraaw ,Iwl /mn w //n ar /epv/kbd raarlalw !n Id Md,d a morrloa m adlc fond Dwarf rh Ilmn, d rh A masadrml wvlM rr/wa Iro mNrwew a I/adlly /p eM e<w,w IM mr rmun /dm Iro mwrw d marraa <w abwdea. Td mNrmfar dell d rmawlae ra paaald all mlald survy nr<nmraaaln,ucn a, rro pmwvo/Iw d a/ Pamo,rra rawsrre /,wwmerea.drnwrore amrd PNNa wrmveN Jr nwrke.pgwN d,wxM+rea « m<rMa. /n rro ew/e <M monvmenla/m la Olau,Dee,n oral/ d rmlorn q o FwJtla /lroron survgor «re nuuMr aalacrn M Iro weer a Ih averoNa'a mama /z Td wror.wrora rgaa,.NaNm o,d lrocecrba a oarlwas pwrNroro waorm verve /wn/a/naron a al Irmm ors s wwwer aro wronever n a In p- aparalm p p<prem. rd meroaw alalpwld pmv Iml /n /m Ip own rotund and Iwped/ /J. n la rd mnraea•a renw/d/ny ro for. ai rnapue ad pow p.mnrw re linty. rM a/ m,mrn wpr.Mr/ae des saurprere N «n m and we aae as dawn Fran uroawan o«au a um awn peoow,om my !rc/ne rwronaim a alum. I b PdIId a asanry owro:. /l CaerWp aMl.a on Ilrwe,W/l/n al ar/MN aaepn en raeamvdy e+pcln eery pacllm ofd ampy won a, rnroANa. aro Ipc/ rmu/alawbaop..e aro war/w dnaNd ro tyre aIlrzaron « ranp+ers a ,Mr/de w p/dlaw q msMwrorr. I5. Aemuole Iralr /c mrera.avdva drrlenm ad I/wram as -orris ednd rurNade oM maNOlwe q rd morale a<H,dNa mow. mprrw,m nurpm.N rpwae a waR emra and a bwm Iumravd „era -drM,w raewor. I6. Tlass mrla d wvrr In dare rM are aDlea ro eddps dcauee d odralw d/d mrrin m n /ass rMero doll d cavern. darer we « rud/arelaM ewroan won nepvae pa«rlw q Ile c«eraY« a mNraaYa mdmapdap/w wrR mMeln. rro cvrroaw sty/ awwy In ewrr rmda wrm fro FnraaaParoro/rlmnn oro saay m d Ivra oro onrwm ad rwwarw now a wearw In error oror aae M.wd /ro cweroax rww wren ro mmpy wnn oro on a, opnrwae aura awe pfd raWla /w /.erraldw ro /n aaaN aro IeelrM1 Wlfja Prla to ttwlrw /n Ih oaeraaw aro /l dewy emlpMe rro IImN, d cwulrwlm Walla TM1 wroraclor droll M drrwm aM wbr ourrae Iro nmh d mMrw/n 2. rd mrerod« aron d sdrsmay mWlaa mow wwR/w roar irw rw aro ro d swn,www down In Iro paw b emlarord m rro Hero. J. All podlaa oro necessary alwr oral/ d IaRm eur/np aawrwlp ro pwaN udernenry rrm remora /. ♦. AM pgoaen alp /!ll ms/rlal ro d ramwn « dead wnNn rro er/p oro a spvelmvn 1rw rP ramoln,lMUeld IrawN,p Imo a - od , «r rmpwmwNS row, w wrm/sawm rm/aa /ro eevwme «rlreaneN a ma, lmPOaae Irm q e wamin wwla w a rd e „aalw a rd broamN wdnaa Io MMMd rM1 peaeldy aWxd mwocea a amarw /ac 0. Trn pasdlw drrloaem b ewNO /M pdeclM mewwm will d oaMrwn ma -er/p 1a Id kcal Jurlaeld/ara «Nr/o I« n wnNn Id IIMIa d aawrrwla. e mow r.wrnw rn/nororld.rro mrr«rb eM/,Inn b a/rwls. rondos al vm.ralm sus, w buenlswr ed :roomy vrwrn a «waeecam vepvlol/n mpllsr,dDOIN oro oM row ONarlau mvrer/a dr «s amdhmeN la Nxn. lmmnlary p/b ro ih ri d r/ Taiarvw.a/wao/ro arrlro or won was rnl h ro d dowa.adn d rcvrmae In o ev«rlon am -m/may PorNr ro Id aa/a rpnrer s aprwa rro bd plb ro Iro powmsn a rue. PAVING, GRADING & DRAINAGE /. Td amHar« aro / /riff «m d/wba drlaNm ro eraliap /MW /d sxcrwdlm a arormwaw mwapemea [vnda w avvlwhN Iadln/m wlw ro Iro mmercwmeN d row w «R 1MWed !n rdm pmm. z rro amlranb sMi aaH all rmwww,r.NS w,d rd mare des. rro avrMb arou wnr won Ih .,pine.r inn Ih pa rro cur«/ plb to aM oaarwlonn a as des M u /a, aaroab /a ro rrny w d tro dray rro /yon wnn sdlrow pIa ro earl /w word. mNrMYa remwu /a /IN ro cwd/asy aoH an c/ecR e//Imwwemves ro Iruura arrmr ryanrWrq. afn hNZaad on su r/m,. lrcxd�d MNw/m ddierw saDmra pl« ro )h /mrdnalm d oro lmpameN.aM erwrewwr dlwam dams r/ra/M!w mod Iro aom aron d ramrae ro Iro wvrror Immnraey am h wand. s. « ro /Nna/d oM exwvaia nron:ad dr Mlrmrn ro ruNwro. encw. robin wort mda. wrov. Fonda/ roam, mreraaar roll 1Mal /srcwT tyre rake a/ row reandde one pWaN row rro //tyro 1M mesa la axwvalm q wraww/zn draaval la perereed. UTILITIES way Prwrera, war, Warps cover ulnnlm Savory Saari Wanes Cady NUn,m Rsadm war, Ley a Ocme Ebar /m Ours Edrp• Flra Rsme,Cly d hcw fro s +rarw venom a/ewn oro oPwmlMw rro amrMw ,hn ore /ma. ai mrald WImIm m ro slza /darn aro .Iwala. rro arerasb r/ai Mny Iro rmror d tyro a,d ar ardnaa pl« ro dplMd wMrwrn z rro mrorw« srond rmwrolde rro —ld one sernHw afay/eamr/naro enva /m d en s+rN,d wnnrm p/b ro wwrw,n ad Mnyrw rro In+vlvn Wrl/y pwrera ro ,roR. oro doaanry orraparoNe rb rraaln eruarm p err/cw « UorH /calve a adNly rplvrelnp dole UnIN.Th aMrocra droll use sdram, doom w/m awa/p n u/dsrpravne N//ly. www anarn m rhd eon, a ore nmin.Tro rmpaNS any pwlers row/ ragas WI/nrd r INKare won IN pwwn rucllm mod /ro cvrlroaar sror/ axarae wnn Id WII/y gw/eera eve /d rrewrlm opralw. M' da/w b lrmas,rp ca mode q rh I/wmVn N //n /m scal IMOWa to Iro aHraa. Tro amlrWCr awl mNwm ro Fkrleo SrorWS Grodr S.l6 and Iro SuroNd Sala OreCVll d Farlea J. caeroaa- aM/ Mrr dl dory gYror, oro rro suroNro uror «dine urnn,m Nalrroorrm carer a /- ecn- aJZ-mo b an a aver rs far, p/w rro aver a war. Lwrrara la rmare/ae r« awrao/ ,MNw,xw a aiWay aMm. raps. mrunq a arora )lrapn rro crone wrain a w,wrwln a. ulnry rwiw ro rro power ewierdra,w/ rrM/urs s raa analee a rro dneld nrera aronrld Mn. Pna ro ro,ralrwln Ih cvNraav Non rwlw bW/elnp wcNrslwd rid d,IrnO'+q dove a roNrY pda mNlagrlm or Iro «opwn Wrnnm I« ma /narodeN o/d awaiarn rro nor arvw ro rd dn/m/pf,A snxn wort' mrvld arras drown n rro aln con mro/rwllm dam M m -rmpwd wnn eW1enq wcmeawa « dumd/p paw Iro cwraw aM/ M Y rro wW,mr lmrvlasy. x rro Powr erdrranm ryaNm aver d ewproe oro /Mann q Iro wwa dnrw pwror. rro mreramr rronaveuae wnn sale paves served pwlOr a Imwe /raper owuHUC /m pvalq Is aWaee. oro ro alnw rro Iwlollalm a arM «w!/ya, .wm.mrduna,am.rrwerb/waaro row r.vwrea .w/pn.,r. n Iro Iro inner, rmwdlany ro oawlr. wt' rewadry .amerea oro o rmun a rro power asMid «w/ea•a emlpn o/d rmneaNe IMOValw aMrw. & Td tradwa wbro rV.eagwd /b amvaNwllw ryasma sw/d emaroe one Inaldnn q Iwr raaparlw esrylw pw/dr. Th mNrWa eve// rmrdl/Mr wnn ore srvlw pw /pr ro Irwro pacer caprrw/w dwld /r wNrvn, cvrdlld trod aro to draw Iro ,rorw/arm a err «wards, awed. wrowh.d/m. aro row rwnn .w/nev. n h rro avror. rmcwldny ro aeon. dM ,sroeaary mwMa w a rwr d tro dery /w pwldard tlm /pm eve rmpeaNe Imlda)/m IaMlw. wwraap's ,nPwia/ly ro ppery apralM. rd r/M emrvro on aDarw.«r rroro//a!w d on.w/d pw,erd all /Iles row Iwr MNmvm brwla m as IMn /wan Iro llama auto a, anlrea Ih MNm/m aspvralm daoase baw'een fro vorlcw w l/nlsa A TrsrcM1S meal d cwarwn a armd,o/v won fro Trsron 5arey Aa. UMw arorwlas ndn.Ih Im Za Ircroa a off W/l/y ercroe wnNn rooavwa In modd/m Iz mrawnd cwman ro A9x N rro mnnrn pod« mxrrrml awn» slaw WnrN Irone/ae aron d wmPac/n ro %x a Iro ammo poab oro +Imam deeM. 9. Tro wrerMb row// — )h opVlmds allow cwe)rwlw awrinrs,I )b fro c<rrwaap /w law /W/ /IN pwldn o MNmvm d roe M/ra w/w ro eron/d aro W//Nlm cmarwln % P/d arodea, ealmlrw. ad rNepry /droop sdn d do «inn q rro •/arorronM/m as awz//y Wed rwra/la. fro ovnracicr aldl perrbm INrM v,tln ,ropealm rro fro pwly awver ro clrecR rip allp,rraN ad eared /n b/ nra lydiares one ogoaraw vela amrpY wnn Ororpe Lary Nlllly dad9n awdwOa mod FFPL sedlm 3.56 oro Seer /n S -)J wren oPPP•rmda /z uareorn J•dmrmrw drwmen pwpe dodo oro awn arwwaa m V1 g� Lij Q N § = w H Q a �� Y ;W /� Rp V O $ U P U s6 " - < € r a'o oYa ° u — 'scell slw,d rww, beg. Nwndr 97W2 POTABLE WATER P✓C weer my /K lus lron 4 lrrJ'ne sK // m /n awarders w„n AsfM /fay rsereeure a0. 80.120, w ASTU 2241 SOR 2 m dm eM ramps a'll m Sm BO oM wNam Ip 02464. uMlrmem dm ero rmrrgs srorl m Scrt ao w rn s ern romernm Jdrns. cememm Jdnrs am rro s sroll campy w,�asru Oz466 pm o 2. Waw mvlm sml / campy wlfn MYNA srampres. Nl FVC dce 4 ro l2 Iwm AWWA C9'JO DRIB. .- Ica la 36 4. Kll mmp'y w/rn afMA 0905 OR25 a, caeca mo rg brl Gorr rb NSF a lroo vm sro // m mlw Wee w marked us rp woe os v prmwamN wlvr Iv drlrerml /ae erink/rq wmv rran arer elms. m dro S ,m a 64 v mvins,n stir, wro K � nusure ss S50 W' w � pplrm. O+P s,zm uP o /n a /pmelm s vss 50.0 /p�zu 6�rcMS pM /prpv sbl/ m yu�e Class 250. all pamra. Il.ye maw /pl3 rm✓o-m rw rn5/anr rm weer S ✓Par rystem, srorl wordy wlrn Ile Mn,mum mvr roe Mlle resped,ve urllry dwrear, a, pl /3'IKU l2 P✓C wMrg / IV Iro rmulrwreMS a ANS / /aWWA ClSJ/A2I5J , em unlus w,m amrwlsa .Tress ll,rlms Imwmae raslrclnlrg r,rgs. pegm /ups w o)mr So dm pa rM n r� / r9s l still hive p mmrM mwlpr //earls llnlrq wrrrwmlrq ry Iro revulrerrroMS yr ANS//NnvA CI04 /A2!4. 6. VoNes rw Mvwe PM raw weer /mlm still m dud,le Ism rOJJ esoxy mom pale vvlros w dMarfN valvm. see smclllcNlvne z. alwhNMlem passers doe vM f, sro larger sKr,cwlwm 1p -A 51vmprd C'SU699 rORIN Pressure Clvss l60 and as sromvro o33sL.LZan PEni4oa � a /wyelMlem ape3 rw Swlm .✓mrg Sron wNwm 1p -A smmard 196/ roR9, 1-1. Cia33 zo6 pro spMpM uzrJy PF 5409. al dm vm � NMlem sen,m Iudrg sroll ems Ire NN,wal spnllNlm FmMN,w rNSF, sml d pgxwol rw mpele wv,er cantor. lO. al mode weer mvlm still m d /slNmlee ocmrelry ,o AwNA C65 /. 2.2/' am S' FVC dPo sro // wNwm to ASr.q 0221,. Plea sroll m furnlsroe !n 2(afcb rerg,K. still rove dnmru/vn "1 -111 o v w er usure ralrg d 200 psl. P. Po mmsure/renrs sK /l dory rMUSI rnsrrplrns. bvs/rq�tesr pups prV /w mmr ew/cas mxissary rP suausrulry wmde/e T. Press ✓re rmn 1 p` Y rr�s��e ad/g S prcum rp rro wwk. Ic per relvw /vva/um alt rNmse vvlvu rw umxgrmM ,mmlalon still ronlorm calm 62- SSSJZIX2rxwFIC & R6wN H.42 m aa,g aPm /f,m rw eras ✓re aw,ro Sroll m P-wrem wnn re5rrp/ rro dwrra5 a orI p /rmllwar crome3. ✓Nora norm arorw,se� 16. al ronemrr still m maMVdurm d wrrmrrylva maerlals. am N exls+ /rq rlon'sd - caw era m rre pan wprrpde +NwmN,an rte wnrroNa stun va r /,m nor /� a�lgws -olwq pM msemeNS In weer to ww0 ervwcmaM.s. redpm wnn wool mprwlvls In ro M rK avmr w rnspxrw vM Hems esrurm4 pvnwm M rm /pry r nensr✓enm w /rs rmam pernrrrm Ica Harass ✓en pe m rm I /ranee In pw,rg, dvw»zm man envewgs. ran roc ro Merorns pw.wp/rg la me pewnmem rmu,remeas. p. wrote pmlma �,re Mervda stilt m ,m,ollm canna tro Rev. e 62- 555J60. FAC.pM aWNA M ProNry fwBocMlow m Aro CrgssCmmorlm Lv/Yror! /olesr minmsl Ps ,/.wrpuaed /n /e 62- 555-530 FaC. e tbI Iro pressure ems cal atop mlar 20gs1 aronv/se d m/I wam M!ro>�revu /tee Iv m !�W rM IK aN /ry sugJ. yl/g )la I wav� ur rov//g Ju nse/N,m ors svmpru ro vs spm/Ilm M,rolr /� r ev f»pprrmoN Ol Emlrw P�rNm,lon rermlllra wml d m,. LUCUn4N011w a Iro m/ rnwrs w Ial ct rsq ro erp,KVr wnNn 4 eqs Isom rro eq d somdn n s l lK S mNr p oNw's �ucgns/dl/ry ro rw+ P3. verlrY 19 my /ns m nydrn5/N /wily l e9M am a s//YMed ,n ecro calla AWNA slpmvrds. /Man rwislam. HYdronNlc P✓C nwlm sbl/ m l50 m rw MNm/m d 2 hwrs oM rlael MYNA arprovrp L605 /M23. Ductile /rwr mvins sro /l m rened w 2 n'w A CKtl. a, nee rap car AW WA 6rvmpre 0651. Baau,dw/wl tans rw 2 mr.e Ne dqs amp r" opPC. -cam e.-rw rp dPC/ro gs+em Into servlra. n 'Ferry worNrp p -am+,m lap Imrp /lee conr,nuq/sry o/mp rro eN/re /erp,n Tro aNav,w lace sro /l e ur/rg lK mcHlrllro 6 to l2 Imres te/ow /!n/sn props p+rmrry war Ira dPa ero m wMlraasN Imrkm w!M'COUllpn - urea uo�� ✓nod 9apr.rre rope stun Kea pn emmeeee merorne enmrvae erne ero m erw In mew rpr mpae weer. zs. wnrroNpr Sron 5✓ann drop erwrr/gs m err mwmaM aM nmerlvlS rw epwwpl ro rK oralmer ero were aer,4m o-wldx an/m. umergrwM weer molm sro // m lee Io pw,ee o Mlzvrnvl a /stoma d a lmst slx fml, oM P'eleraay Ian eel. mnrmn Iro aRSltle d iro water mdn vm iro de a vM exlstirg w aacosae prwlry- w pressursym svnlrary sewer. w dmllm wmgrrg rmlvlmae wpler ma rmurNm uroer Porl 111 oI Cbaer 62 -6/0. FAC. to M �rw� -5� s Ir��e �rr is s am ✓ d ,ro /n /s lo,p a lord dx rrcm5 owwe rro r r. H aerwpae rp q weer maln nor dmre� we a! N lord rKm rml, vM p'eferaay ron /eel. mlwmn rte Ws /ee d 9re waer mp,n one vNSree d vq d � rg w y spnnpry sewer. lJ. N wry-or vacwm -Tyra son /Tory sewer, srollm ,p/e sr 6 z Tory 12�m e w N lord l2 /cores mlav /ro or,dee d rro aver dro a w we .n s P'rser de ro ra ,/e wm,r mn eowe�ro ales amr„g,. o . umer9rouM w b,/ m Isle rag w vpm W�K waerymvin Is p a /epsle /2wm es vewa w wmwNer qn /oa m rr. am_ l a�� A-a a� ue rP r .re oewe Ire stir deer /na I m rorry rm a )ro ullllly c lrgs pucrlmd Howe pro rue/ /argln d weer rK/n dw still m ttMerep omve w m /qv rro error dm /m sp Ire weer morn JdNS well m vs rpr vs /xyslae tram rK let pwnm. armrgrlrey. N s✓cn eryslrgs. rte dms srorl m prronpm w r,w n Jan pre /pm nrNPe Tory savers.w dwnm5 wrwq,rg r �� eloper szero. vu. pM N al /drns ,n carry - w T ess✓ro-y l a ero non Se ae°5. wvnewaar Iww mans, w dsallms mmq,rp rmlpl/md �a x m repu,aed u/der Pan q il rn CKder 62 -610. FAL. SANITARY GRAVITY & FORCE MAINS P/C grwly spnnpry saver still m 60R55, un /ass ormrw,w nNNee, pM Pll PYC can y aver rwwmsln 4' IKU l2 still m CSttl /OR /H. unless Nmnvlse m,m. spxlf/wl/wrs -W rro lap N Ica s MwreS sbn rm a 5 «ee p � rear /� rongln om Srgll �pa5+ee mrwmn peJpcenr mnn/wea nra :nn lr�cr✓de r lne�ra5 PS P/L svn,lary fw moms sroll m wlwcmm w mprkm us,rq preen os p -I rarer 1p e/IrweN rb /wro rap /n rrpm aver way Hors. tt s. u,Nm. l Haver rw sparpry Sewer dm rs Lze %. 5. P/C doe vM I, s 4lrgrtas t m n /s -,rates sroll wnfwm N ASrN OJO14. sORJS 6. P✓C am om Il,nrgs lH - /m/as rcgpn Zl/w/u still wNwm Io aSTY F6T9Tl. SORSS. T. P✓L am eM /nnrgs still m sd,0 green In mw. H. w,ry saver acs era r/rlrrgs sMll m as sewn rw Ire rarow/rp dedm a excpva/we M S�lp l2' P✓C. A6TN S0 J4 /ASfY ar9. SOR 35 14. 0. Cess Iran 5' w prmrer iron l2'. P✓C. ASTY 30J4, SBR 26 9 c - eneM w stun audnn sKp prop rq pn per evulrmeN nr�e mnenpls rw vmwvr q Iro ery/mx pm sense Prwree y w rp ro. /,sea ✓re s m Iro meta 'Ir✓nr Sewer aKn m tram ttNw � m ews ro rK n„a rm lNwpl pr Ire pope Y � m � m pro rocorem m Ira rawre drwv rps. lz. vrualon N sp nvry sewer rap ro poem rue rro JunaelNron pm sew /tt wleer Ica rwlew d carmen scledule ps to IK rro)bd euralw N' !/pu /Harrod +an r lS. nvry sewer my rrudlw• Ira wNrpapr sro // dwlde uNNwrudm N`wss ll �ulprere •amsspry ommp�lsn rro + som�n m d, [vn rm mm�m Iq rb rdlpv rgr Hower. pr u, aarg, ogvrlemMV VN / u ero nor S one /a sad /c looker Truck Armdnp, ro ors dlapyd /Servltt3. CoNrvNw srolr spy Ica InrpeNrm a molly savu lIm M a ry mmerp system A OVO vM sroll m sueMnm to erg mar rw rwrav pro pwrwo /a /w rp oral rnsmNlan M sew /tt rwleers p✓Irw,zm repraseNalva HAZARDOUS MATERIALS I p/5 mNerral /Hera ✓ eeNpNlm w ✓Mm a dmmr rmerpr, .nears req ✓ralanwel�oras r�ie.wde, wwe� onlw. m,w w � ✓ mm O1 on l row. w ra cation !� pr m m _waes pprrnae ps p ,xa; m /aaM w caMVm /wN uroar eM dmeN finerol. Brae w local sNU,e, repvlolrpn, rule w ormropaMS IMrNp Ira/Wlrq. wrlroul IImIlorlwr. fro Cwndero/v /ve EwlronmeMa! R Comwnsalm pro UZI, M rpx USL. sm, /ens 9601 el smJ sro /w Iro Rucarm Cmswa,m am R®rery Act !42 U w 65V1 a sepJ. w rc, caeca ,s lc. exdmNe. wrraaha r /ommpaa lMmnp/S. W,wN+va mrcrwpmrp. m,nppenm. w Nromvlsa m S pro ra rm✓lNep m pq Kr/y. wer�q. demdmenr, wmm,sarm, more. pparxr w rmrr ✓mernpl /y m rro unnee zZ Srm�. rro Srae !n wam Iro P -eMSeS we /peam pr pq w nnw, 5✓mlY,da, ,rerea. w erect d wNCn on rm dam /su wvsu w Iro mJoceN crorerrles w rl�.eams ro eye o Kzpra rp w Salary or carSa -,S an err Horn ,rs p- a%le�� r w�re Nun �rplr>s ppsa /m. ela,el /mu,arpn /'' amm Mdr«armm. w re �cn case /m m daagn rK.'es, psees,ar, lava w urea rwmv/eeryee rwm Z CaNrmror pro !)s sumpnrroaws soul/ use, bMle, npramN. eM a pose d dl Kzordms mpl as eerlrm m wmavree wnn pre aeseN ra>erpl, sloe vm lm /eann w serery lw. rrrJUmrg. air rmnimnm ra al/ coca sraures. rmu alms, rules, werwmes.Wm. era rwm d common /pw. e9 ,r m s, d� �ro ,r sdnd � for o,�r a mrer �e�rr eta p�rrreree, wMr�w S a epc pN pwv� a ✓parry era aKn rnxe Sicn paten p3 coq m raaaaarY rp mINMZe rm delerwlu.a error/ a won ado pn � pr d n c ery_ � wedaom b /m a Cwrroelw u/w ally. es�mMmn rm m „m a rN5 mMrocr. rw rro � o� �p.Nmdw pro na a✓mwlrpdw3 wrm rro w wr�,gna p3 pnnrae rordn agrma ,e nvey. Oelem. pram/ pM Kl m agp/mr v velrg, wll,wl era -,ya � err �as�rr v e �m ppmwprn r�im,�pn p%a a r car or w mNeaew carne d wN�«io�� rr3 s✓mvNreawS. w rrelr a xrn3. emdwem. prnmrs. w tea- esaeNrnS. Iv mmorr nn b I p3 ea��.�e%d ern. 6. slwld overoaw w IIS suennlraNws Olscmrge, re /mss w e /cease of pay bzvrems rMarlvl m w oaN Ib Jm s,Ie /n oprpdt wmrm4w sMll /m+aeraely lNwm ,ro cavort /n wrl)Irg. In N d pq sdl /. terrace w eq arer mrlr ,rep . pwernmeNa ppem pm abu,eke S✓cn pd /m p3 co mnwSSar Ip mrnlMZe rro ee /e,m,ara erreN a Sam Sag m m Spn3. P w ,ro ew,rpnmern. e✓maMrpdw3 emwn,u m rro ro d/.anm. ✓roerormro ere w NKr mn,plmr. y an a+ray mnwee rp rozprems mNerror. mnnonw still lmmsdlN� s•m ww k In rK arm orrmtm oM repxl Ins cpM /nor ro rro avmr ,n wnIlrg. p m wordy w!m Iro rm ✓ /remenrs vs gnrlrae ro ern owmr coq. eN !s M e,rpNm rn Ne candy wnn ,ro r a w om , � a mr v,a z4, KUr3` lK rime pvmr raa✓aa�,a mnm,ed�pme�w /m s ee q pM pwerneaMer meaty, wlvcKVm set /m is sorer, cpnrronw sro/ n errvl de /our/ a INS mrnrmr. o�N grmmwNer vM s� r s dOCO y scam /s a w vpp'wvl pM pgxoprlae mepwrm sbl/ m ,vken to /more pp N weer oasaveb I�b rlre Oe� Irra mil m p�/em am I /ml2lm4 CKdeO6. NFPA l 2009 Een/on 20/0 Edlllm). PRE - CONSTRUCTION ro ry w w•My, mw rp vq dsurm/v a �M, amrrw w de�•dnlm�prn Nw mun w ae a ea 1, 1. n p mlm d rro a J d tlucllornmml/ rs Ia o-wr.n /.� 5 rime. sae ero lawrrm rp rro avmr ero er mw w rawm a m.Nm✓m rw error 2. /r q sang Insmenm w spa -wv/ umer rn's wraprvpY rwml eefmllro wwk, ron/rae,w sKl/ trot m v/lvwm Ip Ivey I and m ernnrm ro eeauN Irvm rro wnrrvcr cv, /ssuirq v relNm gyYS. cask. lrclWl/g ws,s oI repwree crmmuru. romromvl /car rw a ero eu /pn erg 5 senl aM slat er rydem vm ru ro cmrrpaw sK /l weml� lvO r )�Ih elglmer / fN opawol dlw la wvlrcJ IK / molar v/ is omv,rm )w u 4. Tro ra w s lrp'w a rm erg /tsar aH -KUr ppvarce nd! /!melon Ica rte lvrlvwlrg wnsrrucflw era omarvN,pn vdlv,r,u• contrary aewm lamdrg om rem rna to dr ro � arem5 w pro rwm e nkrin cams✓ o svmdrrg � /m & swrolrg ASdgn aaw„aN RECORD DRAWINGS & CERTIFICATION ocwdarce for rm rorl/g /url s,cl �svc NIY w oM /w alllry sanw dw /Oar. Iomlllvnze iromsaNU wl,n )ms M n os rm N /v/ry randy wrrn w exaxe I/ese rmu,reme ro vM repo /tee el rwrc eao r s maN Iro repulremeas a Ire Clry A Ma Erglmenrg 5 e . SeN /m 3. z. Ara)nr er�pw are Nnep M p nmreed 1p ✓rVa , m ro srae rn Flwlep pM Sion � rya oleo spore d s✓rvS o� opera s /n cKrler elcr - F,wreo AdmrnlnraN. rsuvN o ,m 4r202r F /wlpa slorNU. r de wrnaeN p3 -a),n /nfwmalm ,p mm trot rre wmr✓cnpn ro3 dean wmaered wnNn w.eapel� I orcu l sro opawee Oup� sKll lrclude eN !s rot I,mlrm ,p Ira Idlw rp• __Tor re sewm d �n rmnlde rrdme pM twat. end cam //m emer /rg am lewlrg rata mpnrWa /Mrwaure. s IArgrn a men run N' morn mnveen mpnnwes r®nIm rp turner/. 4.uvl �rpee dcd m MMxen myu. wyes rrwn a calla aeon a la nor ero a /slpma frwn Ile mom tt mpmN wsrae mJeds or, r, rqs a- casswres ,v vrs/de rrpm rlo cotton rmmrmum cap /carat nor, Ns Slwm ero /rope pP derarm d open ,mnlde rrp/m pM cover /pane ps wdl es err NKr dr,,a✓rm rmpdwela. wnrrd dr✓d✓rm. dcJ. err s rata nor emv//g pM law awn a +r ✓rn ✓re. rrgr✓e rro ✓nderorn/n dc�. m N are mnvm�r m ero rwe /arzwep/ Nu rrpm pumpmN vrsrwe mJmrs rp ell scam srueans. 6. Ummervins W Aaup lerq,K d doe mwevn z. Lawn w mmwrermMS from m momN v /srae mJm+� pr/ n rgs /aamssw/m rm ersrde tram /K surroro rmrnlmrm two corn J. rr lr !/sr Ib OedK d IK llrru N al! vvlvu. Ilr,lrgs am Ilse Merorns. p a !mw ,/ 1. -b a prmer. s ✓wnn rorr /nor erpv r rp rte rap r rwp works a!w ,p nor /,nag*. -na, a rro elgr„mr Slrorgy r r mwmeros IKr rro wrnrxw kmP ✓ eaN •p3 -d//lr sal d drpwr/ga wN/e rro work m/np door 13 aS+ae excgsm pwbelrg Iv IK wllerrp pull /rep mrNn. 5. Tre erglrmr ramvu Iro r /pH la rmulre rro roarpdw to urgover. re /esr aM /w parlor m dry Nlon racesspry a ensure Ib/ Iro ,rap- wemerns Kee mm mmrrudaa ,n v�dvree w,rn ,ro dam era spr./flm,rwss. 6. F vs -eul /r drawrrgs rw moae weer sb// dearly ,Mlcae word /sore ,p m,n/mum se epu,rm d/w n doe r, r sbn m raerewee rp a lmn nvp . /s,we remrerce ro lNa rs,„r I /y, era Ire mpran d+arp/.b rp rro ttrnem„�v�rmp. edw's gedmmlw, ew/mm sKll wally .1 spa N,nry. ero rmdwq wmswrlm om all umererprn oM ca+emaM wurrualan Io Baryer - brg /awl a Asswlaes. /rc. am P✓C rwro mare sro /l m ,m4allm calla p soup wpttr 'lvmllrg w,r6 wnn surllNeN prmro,rg carats a mpxlmum 500 Im�wc,rg. V/ BOWYER SINGLETON WATER LINE CONSTRUCTION NOTES PER FDEP 1. al dpa. a,s Imlrgs. dm laN pxk,rg ero Jdnnrg mverlols, vavm. Ilse rydrprns. nor ravers lmtoum w /ll wnr,rm rp ppdrwore amencpn wax pel,g rn. lydraaa rKr er p NSF � oral SroMPrd 6l os modm rn Rule 62 555J35. F.AL_ w Nmr Pcd,wele s,vMwes, r ca rep�lremeMS reler<rcM In mraprpm 6255320 r3xa. FAL. 3. al doe aK am rm,rgs Irrsrorlm wlr wav/n m mxe rron BL% leap, pm pry sager a rlux uses In revs Helm+ call/ wrno,n m mw r n O2% lore. a/ sro pM dm r!n /rgs burp /let w cured or nwrkm +n accordvrm wnn suemreprapN 62- 555J2O (2 /XGI J. FAL_ . ruMr9r I ppS+ro dm war a Sa,e welt er✓e ace. w,n rwe a Wexrr ✓pep ape ederm, akin. a- ` a wna,.e S,r/pae l,.,pr /nra w n,.wree rq IK dPa wpm ✓mergr«rm male/ w w/eree dca wlu Kvp / De w� p� /,e ,a Ile ape wen. P /ce dnlap p✓r/, „amnx✓rrrg d ,ro ape wnl revs wn,ln✓p✓5 alnpm ,b, r ✓n /alp »el,p rm ,i3 os I rro ax. rmr ero rmNm a w g rmler torn 9L -prorm INwpr3 prp✓m rm dpa pro ,lw wro remora ,Npc, e,.r,/w one prier m d rre doe. lr rom w m,N /S rS S m rro dos poses p ✓nap ,n w d ,ro spa ,Kdpw a ape wnm m�ppd,ee m ppolm m mn,rn✓gr3 l� ro spa p3 well as a or ro pP ,m den AewegrmM call ee pe, a ✓e w cam m wlw -Wee w mprme s uMerp. d/.s, re MdreMS rmr awe undvgpep. uroxgrwM erolns wrll m Imam a ImS rNm rear tram pM eadlrg w p -gmsee dwm m dmnm mw rm /mmee w trope bz -sro. Fu. w vac ✓ ✓m -yea sewn, srormwNer vw ex /sr //g a 9 w✓y pru�ro-rym o »pry sewer. wos,araer Ica amllm wmglrp rm /v /mM weer w/ repulvlm uMer Pa�rl l�d Croder 62 l0. F.ALe om a lmsl lea seer Isom aM exld rg w p -p a.Sne aewppe rrmrmeM pro mawaa g mpr. a. dro. w mnK/m IKf ppnprn vdxes. wow dr3. ,raters. w Nror S✓pn wNer a .nr/anron Sr mry ,p a Spn»w w awm S w, pm wpY ar3 w err toner vpNy /n5m,lm ✓mar rN3 p�o /an cam tar m mrnraclep a /retry rp p spnnpry w s+orm sewer. ms w/u m /m+plrm In po-wrepme wnn vga,mcle -A dommes w m pwwaprue w,rn mare./ «r ✓rerr rmommeMm v wm✓res. w ✓MerprmM ape rra)pnm, mckr,n means w,n m mmmp In wrdlm.m � r/e� l ow to o s m r. w m dca Ip pe<p✓aey wppp,+pM p- m d/.e� pM nrc� sro remwm rap d ma op a/was a rare Mm pl /orrw parod ✓res,.p/M ,n rte S call/ m rw a Bean nx ,/gore rata, ,ro ealam d ✓me «,M dm. I � 9. l w w ran n tees. Hess, pups, ors Mervnra In vr,m w rl m w d wrrn Tanta rap /erns ra eve mwemenr. e dm w,n m p-mwre aM lap 60J Or rupx+,vay. mmrN M 62- 555JJ0. FI.G_ pro o s pre /m wrl, m p -usure sro lmkope ImrW In acweprge calla NVWA aromwp C600 -1 /reattvam ,nra Rule 62- 55JJ0 m F lamerer a" h w p eaer, wry / m eISINMm pM GaNer dm m Y oluam /n ocmrdona wnn Rure CCU GENERAL NO (FEB //, 20 1I) U) W Z J Q W LQ 0 o Cn F 0 WND ITIO V S OF APPROVAL V AL FOR AROEN PARK IUD AS APPROVED BY THE CITY COMMISSION ON FEBRUARY 19.2013,UNDER AGENDA SECTION H./TEM 180 14HOAS (ttpaMe)Matl MrawanslNa br. OnN eppAwde FPase orvners can be members or NM reap.ISUbNQ4 dN lb, '� wpllel NOMM R...nxare ahMStrudun wMln lb t) Eswd as tpedflwlh mpk.dmn0e pen, smem lnlMSa wndlmm aePPpvalaeal R . ram wlcn Mreea Me lmpavamerm wnmmgabaw Mp ckna Rax Rpmar- 5]) cool nipn Dacx oraMrwmawmm Md wslem e0) meDevakgar etxn aen4n ana parmn. at Me Dewbpare eryanae, atom mot la7.lea IoM On Ne weWa aevebpmmla Nb pmwM aReAMwrml ,.ntwM Ne rpulrmnnb oflM Clry olOmee Lme. m. TM CM e epgkeM egrwmeawuie wydnea wdw wwmenb as nemmm mmdete be elwmxalr system banakr. Way are wmpI ill ant am.pled by the ". N. Deveper lo IdIM bit MkI, wndbk brl ml imlte0 m, tlk lke R td wwl npellmWeal Ne pmpeM ebWing lnpnm Rwe: (2)tlw houn.m bap Gerwna Rwd:(J)Na enkm wamelw elonB C.M Rwtl: end aam5 atop Na wort eltlea GerM ROM cant Of GMrmne 0..e Road .The rorpoln9. hmrp Pwn b Plan ana FNal 2) TM CIrydOmee is w0(MmMe Wm.. plw.bn. and nstrktlmaaFbllm S.Wls. t6J. mrlmMnBlmalaia on Ne tenant dbWONq wrmi. untlerwMN dreumsmwea.TR. CM Ileswm«ml euNmrybewmdeM pMek entity or meX 30 es ) MWatlp Yrvcluree(I«IWNO bumNBS. power Mae. arlsMp cell antl dillry MremvM odor MmdnlM pblbw Manp wmtr.nm oflM eevebpment NUa uses. d I d reFldnB . f IN bWRi Nk payment olaA apptlubb.us. th Develop., kawwwaanane ewym. MONO wmR «MI1ry M fewMls adh On d eMAen m M any mA' e (d)Phzz.t micro arts wealem PoMuterabnO Clarwna-oce ROM. saw waA smA a nwdam eMA anantl beWnunaly II kM.MMM.PIO 10 traU.A MmeM.M lM.aw till swept Nal eA h ill HNln Un ' rw dry subdh.lon Pbn Wr Pbue]and ahalummitlemtl panaNe PSUn Pxk Clerhe Read ImplwemenMwtleMMWPxpnph4Aane Dwelwment Apeam n[Tha De YdewalMn NYl mmUmlM as pallNe pone MNe pwMn IXCIrM ROM Vre apvllutlonoMum. bN bgblatlon and nlRNk harNn Mat ba wnabuM ea ePrgedvn ]t) Punwn Oldmnw NO. 2001- 16dwMNlsbn sl0n. muatM COnamrea wlN lM ky- Mw named Oro Myaubaemenl Menwm Na name al m mount d. twM reapwlm Mk requNtl deeWllonam mwayenwa p.tt b gR.d eRaM gphiroFWry CIry, or lne tlwgn.epineml g maFmN RIMMIbpm Ih.fl W na6dmlMwapN Ne In »Ib of Um rvW nbeAMlnalnWnM MNa agacembt The 6. x mwa I wvwclbn of Gkx rwlN ad . t on sM1eel MR, I h T x ;awnl to vuU adewalk an W hiM. Ne phee119 acne 11SII TIW l of Snee16 If 'Lana Usa Pmn). a) MMawN opMNm(6)pmws.r ea mlrmiwaMNe PSP, a) xaM Vawx Wa wmw bIMd. MDep-dby Me CNyatOmee. ant R b wppro.m by M. airy CwmesC 32) MaWmmn menpam.n ponds rvM HN maMmm 5:l aloe alowh Mm .14.1.) ant mbucmn aGazM ROM,ewpt ea ulfOM Mla FwropaW 40 (ant). , d. OerNy rM.0. al Xn ppnprbbtlra,pplymr M°vamtlono._RROaa 5a. ) rokmm�aMd.k.d, 55) Nbmm�eM dekb4 fit) hlM evem deny wnrcclMMmNa prarbimsIXNeu Cmdtiona olAwreval ana avelpmenl lgrument queen Park),pmpreea NelVre prwlebruanre ss 2b wMMpmvIdMMOrag.Cwdy.RbdRR -d RWMFb. revWm MMe CMa Ocoee Id, Ne come PMIdh a "'. MM cap""' =Z peovlabna a nn LM CIII ana aubpct W Ne- .-tiny err retlelmM wder. Al Ne tlm. the PIZ -word. N-ld brim the waNer mh.. ps the dit -l-id d lM Chill ROM JOR -Way cad Oult 0]) NOd-9 wtl ekvanonn Ilan I— Ma 100.y.. mm III10 -byIh mpl c.im nW ApmaFwaym Me CMdocpee .RarwmWrvibndCbte RPM. N.(2) l..t. bibbAthl by Me d d wall bay w M. dh.IO or M. P10 Blom X Oavebwr NnA, el Na cal watem wpmse,dWBn,.ghxer, Pemlt mtl 56) 1 IbneMddWtl. Sy) SMe bmr 141 (1 tam... Nan 6dlithn) ahaR M Droh.iMd. Thb restrlcUm IIIMI -Whibd raw I ddld tl M Na Pmted and shall 0 Mal the enl(Naen Y..). mood. 62) NphIlif- iiii- N',-.9 NP...td m C1.1. wee Road whkh cap Pour bile dMdedroadway Nmph Mden PMR.IMCNya MddIh,dlI err delm easement cam Mprewa wa the uMNllnea cad tleOkatedblbe elry of Omae Or Olanw CO N. lv awmp.b. 34) MdMammnviwv<wrb am reatrklbna arcectlp lhs pmwMsheA YmAMeW swd Ne entln GerkeRwd Rymer -war eitemlw. ersropt br Net bur- .ne eprrenlb MdeeynM. aplwsretl eM wrmineO M Cenlw l,M PropeMea. avhbn may M enfercetl by Me CRY. 56) Wbmml.ny debled. wMNMhd cant -bird nrymm Mw.wMIn Me Clxmw-0sw.ROM1y_ wa_ beau blitif obi COu,;dn mmme.MwnstruWpnol Na 5) rnnepammt na" "`d "mmbtenlwMUmrwummenbaln.0ew, L.WD.bpment code ant N. St. Ponta W., wder Menagem.nl MM m1.. ..-"prwbbns. I. P»dYwa wNli city pee ne ppmunnyb Mry. cdwiam wbrw LM.(CeM. Lake Rp Q purwanl btlkt cxldn Fill Ama hI m Dwdopmenl Agreement M am lM N. LM d Ocoee am Center Lake 59) k 'lly -bi. 80) Rwd Wpm P x vam.nta M.9h Me Mom alk p lly by the Clry' a lawerceasCMlArale olCmmplemn br Na Pnasal oMerw.emWin NSwaN.l01e. B) Nl unylppumulnma mrwN wM CMhmw NO,9S11. which rwuirw m101meUlemrxn .- ItIdmmareunhdlidthahwwamn eaaaclI=lNm III Il.-Id nn b -IbR.n ewad.S. M id I- Pmwit.I.W. Dwebp..111 b. revpanvide W the ilnMlv.Innt a III*, n ift. antl permWhp wYdu,...>bm Iwo IM. d n. Cmbr Lek. 61) mnny.NId. 62) Ithhho Hilly cobble (Le,AM. perk SONM1)N1heawdun, IM Dewbper wM MregW1M - b - 1 vela to I—I.n...na.Maw.lb FecmMence HN awmvad pen, penes uM!y box k M Plat bm.d to the hml MMlp nemedc RIM m aA lob am M Nm m a them a• PmMbnpmMB a Ne GN of a OCwe Ne pbl, cattle dmgatlpnem repdreM A .1- _ Incmalnp loco n. Developer !A M re nsiCb kr Ne c Jen MIR....N.Le ter Ildt Segment 6J) mknlronany ad bbe. 04) h.Mbnatly deblM. WAVIER TABLE lY InwMRwMre tln bt,Mb NS elrwlrlpnbl- weyAU. Un ammmabr Y.- MCUld Vre nomeownen ebidid nlY below MduddO.. RROMS- devl,,a hMMR ana 11-N MI M wmmplkM1ed 65) It Lekq ore 100-year lbed polo al It- Naem. Md! 125 bd th -upWOd Mwbtlry yram,mlMhbulbb wnbiniry pMeceM VAn wMM mebmb.e.a count 11 pw,ma b PP_ Wimp Pmbdm raw: Prwmed, tll "y MI M pi-ill l" area war Malmahn n ntlim en Ne nnl wm - -t lMhin weadamn, tI W O.vebper of N, members lea MOmurnd, Or ltllnn »Dereoper HU)mmmrel Pond t bhlnln nWNen,.a ante alwmwaWe Yem. eppneds brVro y I n Tie me mne, but R.ddihit uc- III b^ phased n MObw eym.n.. yMlMn�m br Gerx. ROM eha Mlrcbye cant M. Prdwlnwy br Plue4 en'Ne MSIm ror for GeM1e POad sM1el be SuMNIa P n d Ibm hpm 1MlOOryear mad plelnM MCmreyMmtlk CM et Ne Ume of ganirg, NI MR I. _R_ ant meMlArod br N. wrebper ants aacn I. as M °Gry manta P.-lb. n. Mown woNSmiae Mvbea Na Dw h tMMm Ill., Llry I en Aln m e Porphew baala.F«IOla mnWNnB Dwtwmdlm, HUM eubMclWm. gntlVg Here wln M no IM1 rw n M. PrwlYw povbinp WtIM SWMS w1lMtranebmaloe reaponWbOwratloN meln.nm<.'d a tIdd Me CI N MIOldbsdItRn Rdddltn N «ep N Neal lit-dill Rh the FM Subdhhbn Pbn W Phu. 4. SW P.m IW Ndude III Wnl swndn rpulremnb cad idd.ea itOw mntrd AM -till. rte lh. t.. The CM may apen,ut Ill m pudk enytlme camas mdrd nl.Ieol. Ngvbuel b. escepMV ap.e " nro Rnal.ui'. I Wan, I. MAdny wmM Sre boredNWwlde. dawiWm OCCUn HUwt nmM1 Vppreval Nen Ne toy may wnMUaW.w vm mAecl ads ,.b. I. b-. A. M. reswcl td R-Ift INg N. Oevelop.,MA Cmatnpt ahem of Na C.4e Rw0 RyMal - -Way nlneM ea talent dascabed u btlmra:(1) Na hildh horn the bbl.- wM up bore Be) O %,t uummb MMem bb ere IR.elll rorbulbna pwpww ��ry. FVW enemonl dlmenbn(wbNalwn MaMmmNe MalaWOlvlabn den enExWDe l.atl Wrlml a Wmp pmMdM tors wIllMAmnedmaren xM1ere cows dadngh wrmmM.d.aap Had RIM a way ant reRhOdh III as dRUROM M OM daMWmol the bww_dh aeecdWen. Pm Ildh NY NaRmr.amna.wtletbn.MA al Yltlmee Mln BOpd e.ndlrg Includl<O IOe CIarb ROM comes Flo Me %qed IhP M- Mliled wIM ..e:(b)Ne uclbn cocotte Crake Rae a Prged Mlrawe nom WNe CRY rewmmems. 6T) Mb rntlentlall1N1111.N^mNlmum IfNm(J) U.. pa Rd. RN we nlnel tree wMWlebn pen. M Omer pidMed Vna o^ I ddld Id. can be webeltl d N.tlma.11.pl an nvlxr IO, ill btmMlarmma whenar or cal cant N. FIOdd. Sewlarya SURM r, Pm RNat,I NS coned Wma.plmnwla M1wnaownan lesaWtlmm voullnm lOUnMry of Ne.chpclYb (YWe PMU6)YUO be mnnVUdeO wM sa5:me,(c)11 _. 66I-PM as a .- Nen aMarlM pevabper or MIRahM=la.d 1OMin. RRPI and 2lnM th -till It Ill htdNt ROSH). 66) N.ntlpneby sw deb MremevM. Of di IM msmben.iM tletl.nnl eyW vermthe new MaM redpn Me dYl h. Me SCMOSd, as mwrbW bAMnn 1hlithlea. ehaA Smhbudne a Ml. fig) Fw aA prNe eh ownM.tneb. Nelmmeamn eswclanon cam be kewnaNls br Me atmg wWde R . OMerm Neun Md as men I Wnu wY De preaenM,eA mmlyhbofwaywdre. ntlm xeas HAM MV96d fcr revlew by Ne Ch, its IS MS, -d!b a wNmamn IRA MSh Nncmnl00 h eccaraene Mth ell aPpOd. plene p 11. TO .n-I.. of nor Cmrx, ROM wMI.Rd a i- ittenvanc cobV,. -1 eh., h.wevx, Il " 6 b di-Nm as contlnuetl l-di a all Mae. am dd.wau. Id N. e .1.e1 A- I.. nulnrwn. Nelmry wwwMnI.hhI eppkRbMm Me Pmjeci blM bee romweLN amgp.m p ode mnlA De bauetl MSite nakwbull'In MprevarrotlMw Mend carry merMa cant bee n euMe Inufan abdkebaan mrecthe.Ibn In cy p w y e tledxrUSMll Oarpull .emdinpentlyuMeNm smh wrlective to rsh ndOenml U.n Oerebk, utlaectbn. A. TM Oay.lopsr snail.wN nO dawdenquul DY me GryaNe ume,bNF ) -perm pm)ad p pseguencelMetl on Ne Plen Tp The Dwa uY aewlO Ih In Me nob CRT YrewMawenane.IIfthe C b dwl.m hom vuchuwe.e. Prkr Wp'Mft unless BmMNOn baml.re.aV.eeb YNMO pndllq srea'sRaA mean rod aphbol ve wwmeMa mayMmess �ctlon sl NedManda.apmaseMbpoel a w,R bona cant Na Mmwwnan coil for th. eat 1. metal auto wrrMiw alto, I �orlebn osvanl lbr Nen�pl,Mmd apple wltlm of CRAI ROM W wwrd.nw wMlM phvaxg e.ld W fOM On Ill. t of Shed S. wnly W I CRY I ant aunt approval, Ore.11, ma room It N. Npmwmanb axbMNTaD. t on ran t Shaer 6 a the Plan O. mnewMd end wcedad M Ilk Cit Mh pet many lord yradeM Las call Da BladMmen lndbWUd bl IOMII m provbe....bM be^ rotectlon. Edetln p prmee bra Ida cant MmabminMwmuchr powlde. Lda wn1aM MMe. rvM have no mmtrudbne flMm Me hpprod Bredln9w aceduawcl 4 NY wp C mpeM emIW MIM CI COI OCVae or mypner povemmanlY entlly 0.1. wNM hill -rah levlM M Immeanem uaec.tlm. rA, Plwlnbn Noland ,RddR. W Ne nY pm yMe cM rpulrn CWx. PtIbdRO .Way. Timm ,M. ehan M by eyelet warmly e.m hu,M Cletra Nllem entl,wumbmul wsplb MOw coattail amegeblab MC deed dletlMn mth. r MTM NeawcMl wermh aged rowel of nI -pMae. >t) 1M CM Rae vmldrotl an UndergrauM Wilu Rwee LNee.menl nmrtlm NOR Bmk9905 a1 Pa a 60 B5 I I ... RIN.. al I.N. O.M ry. 0 dry O il It, bi.ti Bb ' l,_ ana' rah .i meamm�a .bp i- I, eve r eM di.0 h marmgemenllcAllW, wmwwmpvn. mklpaUm annon. open -0...1 m afhe CRY III MwrrunlnmVm HN Ne emaWment r M m. NoMaIMplM cans.yarxe WIth rmwa didd mNe homeanan naoclamn, any pmvklonbiM mvbuy can.lmtlln Vksa Or the Ch, TM D Uh.r C RY I mnbmp YI .11h Um It., . I . ..ht _. p P.W. milmant W Mb llaMby m. e b Ne a .y'vadnbn -M .ora d..ht t Wlamma-0c al n .I PMrl o C br Meamnalmolunl 1 PpwM Pddl a.ta fditS e .ld1 M Ro M vlpmMry PropertRh m didIW. e Wa wots M. Dewlopere .1 11 cal. t moets enae.aulpned. rpinerea. _ TABLEI vww.. lme -I-I. wmlmtlW Mmnswc.tl In Ol area bade, I— sl p_MI pkn. Und__ Y. of the pomcmtl one may ba bR Nanatural a HNlanesw pie. w.R.. ere .I, Ma Oavabwrsh. nmaln reapOasble for Ma a mbd'a amrmwAler mawpemem aya»m (scants). mcWtlNO ln- M WMS br Na id nand wchtlmem O s rim YmN. tlUS Mb Meets deer al aB Aam eM anwmmenwaewed If1. 11 1. il au maMm MdlbU..the C11..Tldm...MdMw -dhd.. rka of Me ra Inqud r RNO De Mlm Me D Pont. k ry RbillI wrmlNM am mnwdM<eMln ulY[y Nprwemn. UUMnikwI - for Ne ewopmnt of Ne PmwM� x>'A1dlp Ml rot AmI.th'll. wA. -it. nrrsa weln tlnes aevla wMm cad, usem t Arden dPoe. were No Mbn.FIM.rg Improvement Loutlan x irsa — M . Benw ant dkatrulbn wMln tlMbd BrMly areas Wpmuela azen,Drdwltl treed w MMppM IwWby I City pear oral. NO d..lp p.rmns .111 be IM m W M . 16bdh rn bbl egMtwnlruelM erd ppapelal. eeNfiulwIXmmpleUm WUMMboN Chy. WJ D.(II)MeaW m rebnlbnpoM.Nl,dWWbe O.(ID.(I.tr ., I = ewo by Vm Owebwr. ReelDmperry ma.a onW pmwM,MAMpmreltl wol Ne by tlay °Inn LM's eccepbrae mv dint Ume.eM ne pnnlM hill Perk PUDLaM U,. Pima Ne Mtl.n Park SOUIR Fbal SUmhblm %an,am N6 Dwebpmenl Agmmmlm R. wnVxy. DwYOwr wlll oats reWirMm mmtmct en akpn bVpv) MTw "L �ro 1�la mym or U. lon) blued ror N.swthunmprnenMthill- laxly -AbOl. 11) Fdl Mar. whMR maw grwlng b wn^ithd, Ne removY Of ph.-d Ven atollM pdMaMe anameuNoMalbn sM1aA MgnnMdb wnv ad h. IOM Hen ii- hwe N tact born sawey.d. Ne hwmwrnaa ae Rhil.(R) M. b__,Md aSnm.tlanb - 1,t M a, Ne entlry Nerecwtls of Na SJRWMO ant all VanalerremMa cot d(lih ml propeey W. abil Watt b M. Dmmpa IMU M pad an mrratl by�sucM1 Owmrin ewoNanw cant N °prw.bnn oIS- tge] ' howwar, Nal wmay.mee «un MMnn porl� . reed svoea lM WOmbery PmwM. i2) era "mlDBtlw.haA M as M ssm.m De rnponaMe roil k01 TUm bu(2V Nyn, b'.1.) h-S, IP O x Rwe Mmc de h_ ;IOM.IhMd...w eXNe pevelopar I2Ambbk. rehsmade mea.ulwmpreserw Ure m map°. r SJ OM1ave Dean ezawtM antl amedM by SIRWMD, Dv)Ne GM Des Dean DmrWM canto copy Ol Ne OavNOpMe pmpwed maNlenanu M A', N Da r31, Nen Ne DwelOper shW M hl,_. for real PapeM lkn MMe some waz.AUess II-for C.M-d MI as,han Al PtI.aHN MrnmMn APM N(�MHOA)ahall Want OPorlmnMMenpertmnl elNe Dewbpmenl lid �.ACe ]12mw pus Nrnmml m °] Fimns t puns pe er "cam) ,t) U. eNerwise nore4e 5' Wlry ant dnMepe eaumntMM dams 1" all nbe blNa ant 1O'WAM easement MlacentWtlm Yr.et pMMwaya.A5'Wmlyam don nM reaped to ram SWMS, mil ft CM Ma Men pmvWid wM awdtm lmml hem di. -.1 .-.0 -.4 _0 of ne . Pmn. nPhueB I. atln Prgwl lndwelopM naetllwd Yl,eM nrequesletl mtlow by gmmne I.- Cmmtl.e b entlre c.-Ni Mw1.r Ywrlrwelr gmtl Vac. operetloneM mabbrmrae (al phwe.) elenaF pmts bvlp wa pDS Um coal I atenapeulpmarmvs 12wn1 I eaaermnt wMM paned abn ItebutaUer 11, 11 pen ore reerWMn uUAy antl tYnpe.ammtam^q Nelnrolbb NeMlW Vm pulaW warn.ra Ne Davebpefe prapwM mYn.nrm pen HNmwdmM.SWMS ant MetlM thildemnls reappnable brrminkrenw IC St. swims. tlmC .the Dev.bper Mall milord Me rertulnl M p Ddmn d the LWM ROatl RyM bl' aslnalm loco n. no Man moat made I- .lrnenecym Owramn aeA ementln In Pheax 2b Cmmm Ana Md.R_ aA PMUe cotes of Bald areas) colas �Imn tw wwnplwqup ).oaf car er bnm ib�e lla nlpwa weI-. I Mdit -m M bill MRJn R.10'wsmem elmg the hoot d tats bt cant M pbwtl 35) TM MSO. Of hi -limn ant bylas oltln -R- .-- a 11 wmbk _dhlhdo __d (dMaay) on Ne whW MITI m N. m bxndary d N. Pwk.M. TRI Developer shall N eml.d W.w CIry d Om.. Read .,Ndt - .-I. Mrkkm Com _Way l lo, it - ddiRIMnw d redawlidd Dihidift. ant mdMmanu If l, ...N -W Freed OF BOWYER SINGLETON NCrty'z Or.dm NcM'S In'm O h� Jut QUQ m W ab In Q�Q N WW W �¢Z Y O �° (L 2 Q a C) (� 2� � QO W 0 8� 0� i� < � < Z F 55 W 0� �9 0 0 0 cant esizM9 Pmledm Verb Mp.enM. tI) FacM1 the M1ytlmisM1aiM pahim OSfW yeAahsmbranda du. mfledJre market MaRaM btlk.DedFMe wnlydNe cone lwartWwM Rytlrant 36) cam be --d-1 tivmgh Me CRY bcibirg &p It ilk Um. Ne ace .1 of mmmmn or- improvement M ONy lhd swkm of Md�tvuE R°xI iovbeq ho wevw, NCl sum Road Imwd Fw creeit wa not 3T) I. dORM am hb arenW I v an aummam nth Ulwor. eel Me ptl M ra aunt mmwWw Matt approve' M Na CM palm aunt 14HOAS (ttpaMe)Matl MrawanslNa br. OnN eppAwde FPase orvners can be members or NM reap.ISUbNQ4 dN lb, '� wpllel NOMM R...nxare ahMStrudun wMln lb 1y) Udd. eaa wxrdErry F.- aMerfaWkawma - (tea std a»+ MI Ed F— o wE2%gC mea 15) Nl araNape, ulMlyaM mahlnlce wemwlh shall be krlM MnemarN. m evxrere aswdaUm orbnlBawnvnertl , esapprapdal.TM.ntl MMena by aunt 36) The Oevabwr 00 wmplywM OMinnw MI.2N1 -19 Mi,dhig Iddid.ry m 1,t rwm rep -Rdi far -..I M.bW -e 11 the- ItNwerequyamanb mnshmtlw. JUII. AD pmwM cadet11 -1 Rwd, tmM by Develpar a MpMmg LaM TOUT IMINIMO Phase w MI'Cll,II CIddy W.' COmmmM OW4lanw' Common Area Malnlnmw (wd.flng YOmmamr .ntl -..-d Id YAS Mn dipbtm pat Il RI w Of lM Cerllnwm al Cpmpbtlm Id Mw. sae MlbD,n Red. lea Caw. el am aPW »saSdoa Sro 9md fha»9,.N O'dmdPm »e. .. -hid! nM and malrWWd by tl »4bNldual W camels. 16) RwWrntlwal.Hllb.u.dfwlldBatlOn purywea It bli Id ere r+aNed M1arYn, 39) NpNng MWn.Kell M mowed b Ma ant 0 a Ne Land DMIRRI m CIII am bbe -tild m n» LM of OCOee afro sarrenrra Od ii Ue blame manner as id. Clarke R Ryht t m M mratauadbM in 46(W) I— P➢MHCA)oMr. wIIDN tlu getd poNw of nn reapecllve Plus oN- BmdMename ante -p-. Phan ebmmrdbrmanpemM , s+ears Bowe wweww can • a 1 T1m TnRk MXlgemIPl mmMhatl De tluemorbdow R. urll.r of Q ) January r 1.2015,orORII... cant. ant..N VetMle era.,uetl br PRaae 301 a wasp. ea.1 xe. ^v 's•• r wcmeman wa d M 3 Bmaeud wore pm Rmd ewloprwnlh "aAylpram Rwdb adwe.aw with apdWb. pONabne oflM ea® dmN' mmnMZpwely ed brN m awdvarlbk I,.,RdM ad did oc N. pace %N. Ctha ROea HIIM WiA lnpmnepdwnlb46 (IldgiorWNe mnplatlana ryat i� went VW NS lnyem Pwtl Ryhrol -Wa aelwanlW Na Devabpers la hil -.1Ml. Na Dwebwrah.n Ewate MIR-I Rli a1. -.-id 11. CRY aelxminee h R d.metlon Wl a err pe set » m. ^ °m••+ b"tlaeren Ihldy Wwaae Ne ORMN.,rpin_M p"T" ^°°s^'°ry CM Cam ant wbjMbMa wamblMaredaMM wder.MMm OUlswenl comwmm cant aMw TM aNBlammly M1wne ems vntl cgmmnalew wMMbeMdadN meretm.Nl »nWn1 HAM and dhi by GC4. 40) TM won Pm).t 01 M wIM. Tnerelwa. ft gales and wbMl sMA wordy cant eMplerb aneOmwCOUny Cmeh weemmmmlma wweess MY b b MY PTmla y b a may Menal.tl am . It III PU LmYI.tlmIfU. Yemenl.y,dm0l wlNln nn Plged, MRkbwer mall. Ml. %V. hlmtlmeM DeMW. CO._ MmelnMmoe It em.nllba wMln N. reawdhe Pbne Operetl & gYu udny Bnu. Wl a lbb -world Iddi W WYh mr am .A of mnp.tldn, N. City will ow, OnmhwbdI. RMOb CerSc.fCOmpI.gm 1ll.au l wN an -Inn el be NMRM1 li.-r of th Cto ant.1. appyhli. d . -II armed, m, liar llig.oy -cakes, .I ra am D.vebw lIddl( orb Na 1lp. pR.I. Id mahucMndramw al all apgln.bb tlghtOSwM bbrsedbns (end eN. ereesureaawl.bry regWretl)b e mvWe pM1ydwlNdulWwa ". am.WaMaYb set elect. 5ldenalAa ."bi O hdR. rMrMSdnasn wasesb Nh id n tlre rpubtlma Fehatl el Na tlmM aPUD appmwlYUi mnbd.M reren Cpunry COO' Lbaderb Me'cpuny eMA be tleemMmnlrm Ne 497 t PtlormmbNbg WwnwdWlWng Demm mlPMUSOf Ne PIq.L Omer MIA Implore MY mNonalpM - d e')awramne PmwM Mba 24fM T4) m O.m rgm'em mmYUd Ne P�amdeCim g Immwm eM aysbmmeccounlMbe PloD°+Mekmmmry aMM Sm. TM Wrrrer wiA elm muslMe Wn.blW Me eMml,m tlurhy tl »appropaeb phweawnewctlon. p untb Me Ow.bpefa%olednm be pwWM by Me Pm)ecl's ebrmwalr a�agem°nt eyvbm Mid cmYwcbd pet m odds ghill. a bully rl vet 'yv'^sl M ®s I sm uNFO.b ga mmwded I1 d mwbp..t a ttbI bl. Whet iddhil Wewellumwnaleueletlmwma btalwNln bmmre.IM1e eltlenelksw0l be nbm.a tp NewN antl Ne ewrmaNe ramp. cam N.nMwnswdM.aWaeRa ' W M PUIPOeen a lot hiddli I. 11) Mpvenll auMivtbn den elWlMwamb. br nvlew by WdMId 'buyer In ergm Ma rwmanmlaWSOmwx em Bumra.Um DVO Mne maawaYnahmmNtlm Mna USe Pmn ('lots Rwtl Nppwmm.7. FUM., Me D.vebper add MalbrveE to deayn antl eomludlLa lmPM Dw. NlMd ddlRdW Ml.m It. Th..dnel 0. MI M platted m. Uy- Ill pkt Hal male, I mtlnalak mltllp emwWN.eclwd,m. Apprpaab tlraxuq eaummb,bbsw of Ne OI.geCwMy Sdwd BwM.,MMpanbtl Ytln cone plplatling OlMe.M1ed opt, Ia) en li- Om.1111. cnattl for malnWknw lm mare M1 I an sa nd Mlltlx,Ytludlnp tlghMq. unless dnAmma nOlee. m (gcnk Nra) CMMk19BOI Ull -MR. All Cnzmoromicmmerl .paw a..IN -I-. et the- or Mil.liWn hmlweman. I, R. ones hwlkh tlm commm xaebbcalM .9Wrxama for Um Rd.- 42) TI nw .MM any Ah ..nme xa regdree m the p°wro nmy wv bih wnvwM Y the - .1ItiMg.A➢euch tlR AblMSSIW MlmmtlwM lack. eewnllw auminum IMAM NO wnncuon. IoM R- t dmnM. In -..-0 Rdr ft mmb.Mm of I Ngnm Rwd lmprq I.ItI am prpdtlea Nat O Ner=Rddd. -rTMl Ts) A dugaM MRr br MMJ aboved tied. ant 100-yesr mmpl Imam ilCM wOth. Pontc is OUCh lmprovxnnta to 1pnm car Mtl ml MelMMtl anYroM Nwd be uMYhmmeeaon Wwwut Grmn Nmnd pwnb _. - 23 bop matlS HAM- thIdtetl wa.mwthildz cam th. mmbuWm or l-iilm NprevemaNa DM ». 16) AA mmlm alu MPOrormnIt -INg ..I, tamren Milla .naamdp ant no lieu Nen 25' awn Myamet SUCK AR ebUO. nMA It. hmV- it lhibml l nrmumam prpwwm.M.mn Mt eUh_amt.- a d Na LM of Ocoee w..-CIddy .app 6 WRig.. ROM III III bbl h Ne LMtl USa pen are samm.nu0 w u»� » »IkM nwdnaM wmdeMa wlNh mall)waror ment Ne OavNowrehaAMmtlUmmreceNe Gry or OSVawmd dby tlm LM wpaa oleo envmmm�bMmmMwment p_.. �sl » ung,. -....1 Me pale wrmm a ha-q, I- di- t. byNI CM cant Mmmeyll to lbe CRY by lildi wernnty III[ III[ WAVIER TABLE gd.znllm YOnpNmada. as well as lerWCepbg aromtl the relnmn N. coda nheOM vPSP br eM aenl. Ne Owebwr ts 13) DUMB VUDMNY FBle -lmM dwelmm mus .for e.t mY ammwcmn lmpmvemenb upon NP..M -t Ncl- 1y) Udd. wm d. ba prbridIII "I""n.errmmpblbn"R.."'"Iridlp 'hill. .*h plaRM.Nawl.a. -any pmr City pall b the wnbary, ptlwW .wanes Or..- d ddhibimn for ant p-iAdr Oft-, R, CM anon- ....I..RSnrelWredlesnn fill.. Ididdild nM reaWanml VUbtllvbbn, In w .h. HN tlw CRY olOw.e La O m Mpm.d-, Ili Alsmen wells,.ntlswpe bu6en. anVy cad wrmrbMauw Ngmvemenb, antl .wmwOfaCeMma.IC -1-th rNe4-RIMYnpwvemmbI. e«epb.OYth.CRY- C.vebperAMA wbmllW I CRY I Derebpmenl caeca COmmlllx('DRC') 11, nbry tlowmentallm m eupwll any -1 Al R. ii ibil'. nM tsnbnbwatlnNelntaneNbn ,MbrNemnyemnd wwew R_ llwec. arbMp cam Na Prq.'t. the DiMIRONr nPoYm WCMI cwt r sax am..a eusmrvwi»,msews dwsmawnlua milwwro.ralm IF 11250.NOOth. Tans HRINmn Paym rn -T.ft MMpanwn _ a�"^1D°"ma� % ^x'•°s °°a'a x sea wwwwwn M MkgeIIIRm- hir._11 wa -it.t no core Mm fpur(4) -M homes it,I phw..pwlmf Raw., m rwn Nen lyM1l(8) come. mtel.916. Ippmred YAS Mn dipbtm pat Il RI w Of lM Cerllnwm al Cpmpbtlm Id Mw. sae MlbD,n Red. Imwd FU pwuw t W Ill COMlmn and Nl MUN amount d the ROM ImpwlFw mdit,ReB bilidd, M dnbrminetl by R. ORC Mead uwne h.lew MmenlsMtlMMemdorlMkM. NMh.NV DVV,Wwr nr wyoner w. swMr.,.m Porwnls,WtlMmWM Np..M wMbw a IM. Of awl PoYmmt. for ray PolticumrDMU xMmt Ne pXerawlwal al Ne DnecDx of Oerempmed 1 atrwdlpbb,uwMy Cobb ana OpRmg ror mrvmn drew meetly wwnt mtle 45) EeM plat plan altlevebplwn taMll clots enmcorn, arN mnwNOn wI1M1 Drerbuary tlewbDetl phew.,HM..ped topWm a.nken (amer,wYer, atd.titr a armnt.amsaal Nbl latma Idt.). uM Utlsl.mry'ommmkmnNW mannerpmrWMMNe Rwtllmwd O ro Olanww. The ORC MAA wlM reWbm mwwow.ny ROee Imwd Fee bill. br cast Yruutl by Na DwekperwRkn caned nm,mwnm eY bill , s+ears Bowe wweww can • a 1 T1m TnRk MXlgemIPl mmMhatl De tluemorbdow R. urll.r of Q ) January r 1.2015,orORII... cant. ant..N VetMle era.,uetl br PRaae 301 a wasp. ea.1 xe. ^v 's•• r uMmmb ANIIMWIeAM by Ue Oevalowrme Wave Dy pM1we Ma. Pbrb Wwnw ofecanNkaro plwmgetlm br Na reapacm. pMae. NSbmmn OMUM a6j TM awYOpment I,Wa"MI cam lww- 1.IM.-Mibr watlaaeI.. I, wuhm naYn.-o as erorewle ,Vet O dNIrwu oats nUlletl. any pm7.., IChl ROM esren.bn andlM RqM Rom lmp n.emnrownmtlon wXh lM hN Rued lmpmvvrlmnta. Na P,*e prwbea, IOwerer, NY Na CM meyy wMw n°UCe bNe amNOn one Tralllp Miryemn ° sTn,e uwmmavwmPw e+wmw rwv enAnroae» mww+wn mm DwYOwrrpum It Na DeMOpa wYVl r ImMpah.AbeMMe DSVNOp ✓s wwnw ana the oral of NetropxWm wlA ba ed Dy Ve OerdoPorF xxpdence wtlh S.-ed(0) d N° Ocoee I.I. .« 11; NA Cent. Ulle damn ABl M.. ten -LOA Me Ill., bal.abn cl Cll R°ed.111 Rev^ Ib ammweler mempemenl need. carved by Ma i� went VW NS lnyem Pwtl Ryhrol -Wa aelwanlW Na Devabpers la hil -.1Ml. Na Dwebwrah.n Ewate MIR-I Rli a1. -.-id 11. CRY aelxminee h R d.metlon Wl a err pe set » m. ^ °m••+ b"tlaeren Ihldy Wwaae Ne ORMN.,rpin_M p"T" ^°°s^'°ry webpme cpm.InlM ermt Nat DUM Energy Ma,NmupbwlWta Ue er, piled b wlll N„VntA hle Mrb Ne Xme Nale n erobp B .-phew of en aka PnpoM. IT) Ianya wpryrpl NY. nonasdualw ease In v alb.ee.e ment bra«wnOV.r aA hbmal rvmperry eY OnlM eavlxn ebeIXMe eilaup lots Raad RIBMa14NeY.TM CIry IMAMrx d. ror en M tlonY Rl htol -W, ti coed mtlm We..m ddh Ppnx y p y, Z�h r. k+a. v,a.p wo >m.wh ^eax»za.mu Wlemllm wnhuc'lbnwsyne &enm °INe lManecUOn ana aNx +woes m cows^^ M .I.M. N.eb. In vemw Ne CRY pastas swM1 natice. Ne a lbb -world Iddi W WYh mr am .A of mnp.tldn, N. City will ow, OnmhwbdI. RMOb CerSc.fCOmpI.gm 1ll.au l wN an -Inn el be NMRM1 li.-r of th Cto ant.1. appyhli. d . -II armed, m, liar llig.oy -cakes, .I ra am o1 N. eW.MB IN.. R.. Nit Way. u1. H.mlmwemrnwy rehmamine 1pram Rmdlmpvv.menb where Ney an ea � m v uwa elpaai l "w..ne. Po vaber eMA C pay -the CM MOM t Ne atnwM MM C.)Itya cam • •e^ c aw" n a . w1 the Olh.h de notlw. s Na stree Xpn brepeNCUbr place. nappgude, Ne Oevalowrene wMMrwutrw mmmpleM antl ea.ale, Ciry dOmee ere ) TM bAOnng wbbn. slaO apDIY: I. The wMU acA 1RIN. Rid ClerM ROed b Fb"detl m be .-d lmm Ne untb Me Ow.bpefa%olednm be pwWM by Me Pm)ecl's ebrmwalr a�agem°nt eyvbm Mid cmYwcbd pet m odds ghill. a bully v vex wrwa.»rr a.nweem nwwn +m emmrwwm+mzmnunrmmw . aawrn..1 c I -IlcmM dMid.. Oavdawre,na Mild- Agreement M Upredetl SM.t Lyhb. ea bone d Ne OCw. Land Dweb `Coda Fpm l2. htarnwmn wM CWmna.- ROad(bM Mlarewtlpn7b Ne wM.m bwntlary a III b-ft(I - hill Rwd AyRla.Way') I. wt font I, I .-for Phaue s we. N. Atin, ume p m Ne Dwebpx mmVUmnB Vre,—ROm Npmwmenb, rxe Mewmaww.easmm mommeWSav +e b+x d. PMrbN..mclba I.. of INS PmemmeM, Id. CRY MI wn4eclM ror Ia) en li- Om.1111. cnattl for malnWknw lm mare M1 I an sa nd Mlltlx,Ytludlnp tlghMq. unless dnAmma nOlee. m III. bunt an...6antl kiln- I. T.. i hid-, The Developer span m wmwtlww wlN Ue phnbg sdwaul 11 111 lmhon R noEGkE .CRY Ir wY ON.pov.mlmnW I— may sled, It BUSK NrtI I option cad esPo .-.. -w uuu.Mmn -. Ne bR.in Rwd lmproremenb. e�ndneMnp dbRRR mmmmlron Ne COUnN'a GVmma-0coae m.,rew twwwwwemwwp sew, cawmus raw Im w P e des e %q In kMMnnc. of ne CaunM PmJectft ,.slot If en ` '°°' m m morn nod` "ssmw.r "car , leer oIw°°°° 21) .bbIdaU- hithbelaswwme Mthe malmenance of all WMSCape e�Po ereae ahanM Aed Naneet heaMYentl wm.y epPoxema ilea of -T b, I M COA O, IRIAN)NRI . lake PmpeNea, ewyn, ilCM wOth. Pontc is OUCh lmprovxnnta to 1pnm car Mtl ml MelMMtl anYroM Nwd be uMYhmmeeaon ecM. the- .1dwlsh. nlmburu the CRY for lha matds.h enpleeMB UrvkeaeM Nen ManneMbeermn peNSt the T- Mitlgemn wwwv ror wssn.rexemmssHm + m wsn »swawwmanauw+n +ears w.oAawpoplwmwd..o,>am . psx. nZ' uwO debts. yNe homeanar,ass.lal on arlM Llry fo N ld, Ibr ev^amnM Ckam ROaa fth Way hnprwemenl M wder Nel eremMarwd ant mdntYnmO I Apnemenl beMeen C.R., lake N.awXR. In ittly aalarotl. Payment br awb Mmbunemm�t OtOwee eaa IWda mtl sM1agM pmvaMmNe M1omeawraawodananw NeG ry naD0lWde, by wawnry the tlmea y IMMuat2l, 2001 en =LL., am nor Gl W anmMedln Omc.l p p J0 cP.mM ]2 P e aOf Ore eCp .FlOrMe. ry NeMatlm Decal .r 1. sucwawrs em ON. 4 w as m,nor my rsanwenliry ManM an mad Mood l,nMmoro compm damn Ofan yztl T�) AMeen(15)em wmlhn Men rewrwdm Ne epprwm AMwl Park POD Lena the n M� SMM aw Orange lwmelern Od 23) p.j.. 1 be ..,Iy h way nereeW Ol Nemnap acmmw Old rel_ Pmpd,Mi MDmmptly repdr M Ne Owabwrro Me apPAwble . I]. C l P e p ga .. h , ABn ... Oak Tr aa Ir an.. mimabmeal sbrmwabr reOUlremenm for rat Can rL.M a, L Il df. br.mxmunl..wMM rnpadm(a)my d-.. brlpM R tlpMOS a )-it. nl9l)ebova.w(b)Ure corn the Npnvamenb aelbMN <9(v)smve. N wbnmlemNYmn I- smml( e'Sdmdatle]. N° Wlp wmmM Mbsuedbr 6 .11.,. aMywM Id, Pilaw letthe Pw BOOM Mh:(g all o,R).,.f B Th. WV.ndaae al na Ow.lowta nle cmt end I— z4) mere ahaA dl dOas�a,Mm Med lym CIMdb can R.d.IOh. adw A m L Ure GAM'Rmd RIpMM.WhyuwlbM FNA y Agreement lbwwv..YNe DerNOwrurdeNkes Nx u.nebn plC.Na Rasa Ir 50) DerYOpmenlm'NN Oh. lWyen motlpldn antl JuamkmnY nM.Wa em awleU WNe Il SMCOI SNe e. k tlWresbacqu x b an Y I,l s -.It Ma -Sit. bbal mnbaclwM Owebpw br Na wrcbue oraA Or sots pMbnaNe Sdwa silo 2 1) AR R l om p umuN'as1.IMMhyliid N. .mmisa en IM p�oNyapMmw.11 lklre Of decode M. smm .qule M. the F,Ibbly on -My beazumsl Oman the Cella MMprewMhd.lIl, D - Ewabpma�in N.i�M�p��.I. �� maellnwadmr�akrma dry. The Dwebper ntl pmwuaawbpmenl wXNn Ness err. bummPOlky urp�bpa uaw c. areabhlB pnrM�br Pnmes Wl�Pq'n auto � DerNOperwrWn h.-It N no Id- I'.- Id .quba nywtl ofNe SSRe. .-I. 26) Pg WMUea Nlutlnp nbM, N,aM Wepbaneantl includhg any on -Yt. asbWg 9w zsbW Mpmcea mbrgmM. N. Dwelop. Metlaemonalnl fat -1 wnMmumadmary imeaaeb s'uctlonwmeblmana cast n amult of ram depicted Gent RIM RIAht OI eider S IF Oh. Omee -pr-h.. Plan MI. pemN -R ewdopmxn in es cantle_.hRorsW anvVOnmenll m nipemnweMeruremeMa- I. ones- NRMR Mreln Mak bA-- ..mI,- Hal N. Devebwr convey tlm Sdkd 5th. et apace Mlow ram Ian m value d_, P ht, atal bap Id. b idarMnw xM the CM of OLO.B Lard De _bill Cm., mlwsOlMnvlae mretl. Way epmant .IOpm smg MrwPOlmtlefw wrweY.- iltlid. rarwwary Ill Id mminbd m NMM. ORMOO fdhdln d b pmNd.la-xrgict wan or mnaUmY toil. emeldMawM1lM ercounpa .nbrmmtalwm masw0dm -M TB) In ram want Net Ne SCmd BoaW notlflm Derdowr Mel It Me deWMndmemulre aodsiro, err. Nes MpdbnlMnol,lar aneemmryaMOal IN Na F101Ity. ROm 26) All - d NSwmn.IMudp bd MmnYM mNe mdenYVm aeaumen.. mvemnm il- i a Ne L.IM wgMaPWay m RZ azMa.eaa wwerlw Pm.ro ma nmkpwmrs VI. Al Devebpera upenw,WwbpxwAl Pawn eM provde the Cny wMe appmvea pkn h uwaale preAWwry wM NSbn wdli �at NeMirgwwhmtl ome. Wu40 wnsWM w9rwmB any sum wwWma, unNU waNed M tM1e Gry. MOR ddp,. Ma pry A�llwrw �sf EMI. m a pC Lm Maw9wwM lwpym .otlemn MeA ba by Ne Clry prlIt W dot app 11-1 Ih.R..ply -a11 OI Dldname4 NeCMNamlet the timedrewrdro0dany such trxwment la erE bwn4s kpdtlescrldbnaM Smbh adewplbnaNli CkrNROM of ra RyhlIf Way ant YMA nwvpoml R. ume n dab a that ortion m I p 51) Memer{pnq.e. eaaementmaA ra I- pdrft cad IM. aA dome iXy mp. CM dnAn b thlb.eram khddldl5IItb wnNn P'M nk w the raAW M deawMa m F aC ge numnb W IMVMper Iowa mY (W) tlays eOer Ne mnummteewinin s IN O asmss a as a Me rya mtv 29) Armn Park smmnat. sy- P.. I...RRRM)- Th..W PmjM wM b. gala.. pl.,Nleb, P, o . a ill b M. gazM Road W-WIy. TM abmaW k9Y tlnmpUO oats akabh Melts CatlflW hI b N. CRY lid an. ba vugea m ft u can It tll.a .T»mm emni can ml a obADaUan. burden, vas wMdllywgabdN upon Ne Clry olOmee men � upon Na O Oh.C PUrclusemba °Ill ppf ma CM' a nalce ofekcUon mless amerwls agraetl NmiUp by CM ana Developer. ailed maplllgm b. I DmbnaNe PmjeCl cant be IN rektl antl mNminetl M ft eppmpaam subHOmearmrs w lwa nme CM. Thefnr 11 I d A 4 a IMMb mnj am ry s l III l pin ror Ptu» a d tl repent wmM mYacUa^WmpebwrwlnWn lM ardnge aydem. s2) Derebpmen n epl Pgreemml. In .P.- ant n.5b d 1, ft a, P e ItI g,wNManed, MSmi p mdn.inMNe ANen Perk Mezler Naraownen Al-Rd th-h d n Id, I.M. 4h , old IMII.. the hill e III ft Ill I. d ror Pi. . ill p.R C Rwtl Mai d.ODe donee amartlanca with did dasip wM1MUle sal N bbl m Table 1 m Sbul6. t th-1 RRI P.n e clop hOl D w- I.P. - l gr rd, IO -''dh. N. m WeONOpmen P.Breamenl Me Deve Aprwment ana mnhoL b a ?fi y era. :s m _ OEo 5 � - 7: °E IF- E.` 3Y I " �¢ STRIPING NOTES: NOTE: /. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC THE DESIGN AND INSTALLATION OF ALL S/GNAGE, WITH RPM'S AND WILL BE INSTALLED IN ACCORDANCE STR /PING AND PAVEMENT MARKINGS MUST BE _ I " I I I I - - - j� J APPROVED BY CITY OF OCOEE TRAFFIC ENGINEERING WITH FOOT STANDARD INDEX '17346. _ _ . s 2. FOR SIGN DETAILS. REFER TO THE "STANDARD - °��I soy s , <E�nvizEO - -- PRIOR TO PUBLIC USE OF ROADWAY AND TRAFFIC IMPROVEMENTS WITHIN THE RIGHT -OF -WAY. HIGHWAY SIGNS'PUBL /SHED BY THE U.S. DEPARTMENT �j _ _ o�slo ( OF TRANSPORTATION. FEDERAL HIGHWAY ADMINISTRATION, 2004, THE MANUAL ON UNIFORM E + n - h" V O'� SIGNAGE 9, STRIPING LEGEND TRAFFIC CONTROL DEVICES (MUTCD), 2003. AND THE g (D 24 - WHITE STOP BAR W/ STOP SIGN FOOT DESIGN STANDARDS (LATEST EDITION). w 5 3. PAVEMENT MARKINGS SHOULD BE PLACED AS TYPICAL STOP SIGN O 24'WH/TE STOP BARS W/ STOP SIGNS SHOWN IN THE PLANS AND AS DESCRIBED WITHIN STOP & STREET SIGN DETAIL IIIIESS — IFP,/I5E IFEIIIIEDJ & U) 8'CROSSWALKS THE APPROPRIATE TRAFF DESIGN STANDARD M1 ` INDEX (LATEST EDITION). o O3 & 8'CRQSSWAL BARS W/ STOP SIGNS SIGNING STRIPING DETAILS I LAKE SIMS I TRACT L l 1 L/FT ST AT /ON SECONDARY / IMPACT 1 ( TYPJ) _ 2 (SEE SHEET 17 �p FOR INFORMATION) 1 3 PHASE 2 BOUNDARY, M I WETLAND IMPACT- ; LINE (TYP.) PHASE 2 BOUNDARY ' (SEE SHEET 17 _ LINE !TYPJ I FOR INFORMATION) 1 ✓' I 1 I 1 EXISTING WETLAND - PARALLEL PARKIN / 1 L INE ( TYP.J lTYP.J _ 1 PROPOSED WETLAND 1 BUFFER (TYPJ POND 20 1 TRACT D y 3 o 3 TRACT D Z POND lO V ao BOWYER SINGLETON I a I o OND Z Q J _ PROPERTY m RACT BOUNDARY Z dJ I (TYPJ � C N Q O Q W � n � � o 0 TR PARK TRACT .. .. RACT H T J \ T - t i C _ _ / e . a _ OO\ � E E 'TRACT RACT K T ° PARK s o-e - _ R 7 r /e2 _ _ 2 B Tom+ S RE TRACT C l52 PARK / TRACT /92 /!7 1 Vl 181 196 195 194 ll8 ISO 1 I TRACT E - O 2 (1 ) 179 183 /84 /85 /86 /B7 E _ G \ T CT G RACT =-0-* 20 S _ i �� ' _ � - � � a ' r ..._ ^ mom i - la /7B /67 \ I l77 /76 n5 /74 /73 l22 /72 /7/ l70 20'-- (B - 154 /55 /56 157 /59 /SB l62 /63 /64 /65 / - I 124 - /qq TR ET 'D' - TRACT F � RAC N I H / /32 1 138 136 /35 /34 /33 /32 /37 /3/ /30 129 /28 TRACT /4/ I /39 1 - ' TRACT G - °I �� TRACT B 2 �� LEGEND 140 GUARD HOUSE W / GATES ._ " -. 50' BUILDING EXISTING CONTOURS sl6ox -- - - -- -- "" - - - SETBACK - PROPERTY BOUNDARY RIGHT OF WAY - - ..,.. _ ... SOILS LEGEND 'PROPERTY ` CLARCONA -OCOEE ROAD -- NDARY = -- EXISTING WEST WETLAND LINE lTYP.J - ORANGE TRAIL — — PHASE LINE SO /LS LEGEND LEGEND ( BASINGER FINE SAND, DEPRESSIONAL CONTOURS CANDLER FINE SAND, O TO 5 � 49 LJ PERCENT SLOPES PROPERTY BOUNDARY PER S I LOP SAND, .5 TO 12 SO /LS DIVIDE LINE ......... B• Y`� 36 PERCENT SLOPES D.O TO 5 SOILS LEGEND 34 SINGLETON O I� ® TAVARES.A WETLAND LINE _ - -- TAVARES.MILLHOPPER FINE SANDS 25'WETLAND BUFFER ¢O ® O TO 5 PERCENT SLOPES NORMAL HIGH WATER � O J 50 H/GH WATER BUFFER � 8 100 FLOOD LINE FLOOD LINE BUFFER m LIMITS OF BUFFER Z g_ �C °o C / t 25'WETLAND Z 4 ° u I r� o v A _ PROPERTY <L BUFFER TYPJ BOUNDARY Y f Q : 5✓RWM0 APPROVED A _ ..� Z R _ t I EXISTING WETLAND (TYP.1 — " — \ i NORMAL /j/GH WATER, l -- / l� 9 D211 J I �® I 4 R I 1 ) 1 Ili E EV - /ON 77A LINE (TYP 50 PIEH WATER LAKE SIMS I R i ?YPJ BUF 9d AVERAGE FLOOD LINE I -` 1 W W S o I PHAE BOUNDARY BUFFER (TYP.J l ! f / ! \ L I NE (TYP.) F IRM ORANGE 0 P NO, 1 O 5CO21OF PA I I - (LAKE S /MS) ZONE 85. N �� • �� _ y N 2 I. PROPERTY BUFFED RYP,1 BOUNDARY - ✓ ' / p :I (TYPJ ` �� - - ._ - f• l i ORANGE 7 Cb1lNTY FL " I j -_ - �� - -/ J / 1 ✓ .I I `\ \ MAP NOS /2095CO2/OF• \ \ _ O- — % // /,l /{ I i PANEL -Y OF 7C ! \ g d L EEMA iGii r / l q1( NGUDZ9 ! € o •� /.� //� /i ZO E 75 NAVD88 . m � 1 .6 SS e I E_ 3B X h _ PROPERTY li �'� BOUNDARY • ._ _ ! l ' / I Cg.z (TYP:1 /� � ° €s EEo u w ' i . - . � � � � -. ✓ y � '1 _ N'cnaMSCatt Siwr., 57 602 UMer `� C LARCONR OGOEE _fROAflz,_.. -, NOTE: a Ta <LNrrcu Fc i�\ srcr FENCE Posr , iw OR 417 NO CONSTRUCTION IN LEGEND (xcuNE Posrs 20 rowAROS FLONJ <{j w' '^N >" FLaw, a�OS s W� i 5/LT FENCE CONSERVATION AREA <`D" u+,� 4�, 4, �� w PaeRrc LJ CONTOURS , cm./no- oo �.- �.� PROPERTY BOUNDARY ��• �u}r`• � �a e ��\ A so 3 GlISTIN DIRE�ON \ WETLAND L /NE �� •V" \ a— . 25'WETLAND BUFFER 7✓ / \\ \ 111 —� —" o sa 3P BOWYER SILT FENCE - -- - '. "� NOTES, L S I NGLETON RADE PAD TO CAPTURE n e./FF£R G roNTR0.^TOR /5 R£sPo.VS /B[E FOR E aN0 NORMAL HIGH WATER � I - — u/N Mm - -+cn- ' HALO SEDIUENr FRCN r'G.NST. NorES, z, a ncc H �I,BUC RoroNAr. EN`r£Rr 50' H /GH WATER BUFFER AN, REOVwED PEPUns sRau. eE uaoE +uueo /ar£Lr. RaxFUL avo Ar LEAST oaLr ovR NG PROrMNC o auxF O IcE 100 -YR FLOOD LINE - _ aa eE - z. sHOU Tn£ F CrrvE PRroR _ FLOOD LINE BUFFER I EP ew eEarmco r+E<ar+s s� IrmE �uucw..E/., n ro r,.E ENO of /rs -1- sNaLL SE REP . PRguP 1 W w LIMITS OF BUFFER k-- a'- 1 I mi sFE r __'r rn r„c r.0 ur n^ u,c. /r ss q uF Aee ca enarN G4Y M 1. sEO /uElrr DEPOS/rs sNA<e eE nFUweo A`— Ex./ sror+u EvENr. _ cpi E- RICAONE P � orzs s c _ E IN roNFOnu wrr/. W O SEEOE0. EE SEDIMENT PAD 21 „ „, µ _ e renw r E EmEx E M rE rG Er rNE REW /REME rs NF EE . �5.. m SECTION /CONSTRUCTION J� s a o r 1111 EO- � 111 IT IL HE ago' ° ° Ee; , �w<rEn, ,o —T , E AEW,nEUEr aF IEr. ,.. � g 1 APPROXIMATE LIMITS OF Z ENTRANCE TREE SAVE AREAS TRE PROT BARRICADE DET AIL_ DOUBLE SILT FENCE DETAIL TYPICAL SILT FENCE DETAIL Q { ' f I 15'X50'CONSTRUCTION ENTRANCE GRAVEL SEDIMENT PAD W /FABRIC �25'WETLAND —� - PROPERTY W D I LINER.. (SEE -- DETAIL THIS SHEET) - -'�-� I I I' ; ' BUFFER (TYPJ SJRWMO APPRO✓ED _ - - --` l�. BOU '- NORMAL HIGH WATER EXISTING WETLAND ITY O ELEVATION 77.0 (NGV029) LINE (TYP.) (y) W ^{ 50' HI WATER LAKE SIMS I ) I I 2 .BUFFER ( TYP.) 90' AVERAGE c) / FLOOD LINE � PHASE 2 BOUNDARY BUFFER (TYP.) I I W ._ LINE fLYP.) FIRM I I SILT FENCE I ul a \ ORANGE COUNTY, FL l (TYPJ I I O c MAP NO_ I2095CO2/OF 1 PANEL• PIO OF 750 - (LA - - -- l00 YR FEMA LINE r - I / W O ' fLAxE S /MS) CONSTRUCTION / ELF 86.5 NGVD29 I, ROUTE ACCESS ' I DOUBLE SILT FENCE ELEV. V. 85.5 NAVD88 II I , I (SEE DETAIL THIS ZONE AE _ SHEET -TYPJ \ / / BUFFER PROPERTY ER rTYPJ \ \� �\ / II — BOUNDARY (TYPJ l ORANGE COUNTY, FL / MAP L: 210 OF 95C0 PANE 0 III _ SILT FENCE \ I� _ \'. / L: YR FEMA LINE M750 _ (TYP.) (T l00 YR r� \ !TROUT 3 NG G ELEV. 76.3 NGYD29 ELEV. 75.3 NA /V /D ?88 ZONE /AE.1 I ' A I ,. Tre mmrgpm eb,l w a -1 r �em,.��e e � „�, e � Ol, r�N,�,nro � rp,r ro ml,Nrm � ,ro e�Nm eM. � I I a - - z Tro cmlrvda- sbrl ewelop aM rmpemero o slwmvWer wllUlon p pun (SWPPP, ocro. -m/n re EPwFaeP � - - NPOES crllerl< ro min+ml eruslm ane Insure prctar rumr /mrrp p sfwm iI C I wore. ImmgermM system umn wmpeNm N O r ronsfrw?Iw. In oeOlNOn to meelr/p EPNFDEP NPOES cr/la�re.lM SWPPP sb / /te subnlne0 to aM mmdY wnn /an/ egemr lmr/p ,uHeerr<Ne m/n /mum erpslar m,,,p u +, <re J. <m)recfor sbl/ eaav/e all m<asures necessory ro l /mn Ile Iransxnallon N seelmeMa Ms /ee rre /Imes p rre p-o /ep r. -o /�.+ ruln �'wr <r<e oral < <dee� wiae r o t re �� TREE \ I (n r pu ./r yIw ro m,, n/<n mun w eer/errw urnll 3 0 ewnrone- erolrp- mwrorr errrron mr„rp rwruree ` rs or Ne e. Prw/erw m„n w Ima< le deeer. <,ro /ne one m/.nerH p eroe< werre.e<arm,In werrro,ern omrr... _ e , o -„ g mer, ro Io mwr rive n eleren ,,.w mr rre nre a wl.,rr�nen ew,rrmror ebl/ roree e PROTECTION I O rq mles s/n eurrrers murur/ rrlrers.remEU -orr gross/rq vc_os rem/lr.a ro Ivry w,�py wNn r/n /nrenr or ,lus srncrncmron. BARRICADE - !TYPJ ea,rreerw swrl/Nwree m -nmuws I,onnurlrro � vasron oro seermern mnrrps reran uro sell aawlreln mI mrr�rne ” --A fTYP., m/. p rro eac e+<a sWPPP ,mn ro x <d en sn< m eN nl,ee Ter rarrew - P /nem =. rn.< o <rmn m�rer m eNemrrr<e ro arerp< emny q IN, wnrreeror r d rre rsevonr✓, ce�maeq 1� - 5 /LT FENCE eaesenrmy I „ _.. I ' <. « a Imenr rn <aoreele< wlrn ere, <rre ear ro(rn rn rro NPD£s �rmrr � � , " I . w /ee err ere e lemur ery em ems �rm m rp ro-l�l ro rre rewrre <n,e re e Dep. /� o r re raw /re q IN, / FOEP. NPOES aM ,ro Cln o/ Ocex L $ / LT FENCE / 6. lnrers our wren eoslro s/.�u m ypenae Tram .:mrlrenrerrm resuu /m rrwm eunme rump urNN mmd�r<n m ar/ E (TYPJ mnstrlx /m ocermlw rin Imy muse seerne/n rumrr. Ferrer raerrc sbI/ [e doxa oro rrurrna /rce umer me orere one I r I � - rlrrer sinks pw� In rronr or rro rn-m, or mre /nrers.aur /rro cronnrucrron. q - _ T. n mrr/ers —, m lnstollee p ol/ lwa,— H I PROPERTY 1 rurae/ wrere rro /.uss/pn p rr<nsrerrnro see/nelns ore sesceneee I ' - - I / / I- A o sorres /nro rre recenrrro worx mar e..rse aw ro wnsruarol. rurpa/n mrn <re ebrl remora +n nrnw unrn mmrrunlw BOUNDARY ` � E /s wmpnee.spa are s+apllzeo nrw .eg<rm/nn /es qen es+oor/s,ro. ( TYP:J _ _ p ` B. a/ s opss 5� w 9reoly sb // Ln sWJee. al /nM sIO/ss aM r p s rF wv/ smll ro soeea� — — 9. In wxer 7 wnn FOEP one WWar uomgemern O /Trr<1 q+rmlls.a/l arsfurtee arws smn ro seeeaf em mulcnee I J m - Fiar�Ea Req. N"meer " .N_ T aura p m EROSION CONTROL USE CN/TION TO PRCVENT EROSION IX/R /NG CONSTRUCTION ALONG THE BOUNDARY - I.LA/ II.ONA OCOEE ROAD m OF THE PROPERTY,INTO WETLAND pAND INTO A(1 DRUNADE FAC/L/T/ES AND O/TCH£S. CONST TON W /LL REIX1/RE B EST MANAGEMENT T 13—FOR EROSION CU MINIMIZE E E E T OF AREA EKPOSEO AT ONE T L.APPLY PERIMETER CONTROLS WHERE NECES —.AND PERFORCONTRACTOR TO PROTECT AND PREVENT ANY CE CHECKS EVERY SEVEN OI DAYS AND ! TE T INCH —1. THE DS CONSTRUCTION DISTURBANCE. 5 /LTATION. ETC. TO THE WETLANDS. NO ENT SHALL BE OESIGNED O PREVENT TRUCKS FRON ACKING 50/' LCAL ROADS ANO CONSrRUCr /ON WILL BE ALLOWED WITHIN THE WETLAN THE FECTED STORM DRAINAGE Sr STEM SHALL BE PROTECTED AS DILATED N 34- 25IXg1. THIS MAY REQUIRE PERIODIC STREET SWEEP+NS(EPOI AS AREAS TO RE— NATURAL __ __ _ SWPPP / EROSION CONTROL PLAN #: ARDN2 * TBD #: IND- 095 - 106746 -4 PROJECT NAME ARDEN PARK NORTH PROJECT FDEP PERMIT SJRWMD APP. BOWYER SINGLETON SITE AREA DISTURBED: 85.48 ACRES SITE LOCATIONS 4 ,T 22 ,R 28 , ORANGE COUNTY, FL Q ° ° SITE PLAN U- 1 . DRAINAGE PATTERNS (FLOW LINES): SEE STORMWATER POLLUTION PREVENTION PLAN (SHEET 6A) p� g m LL. I�O 2. SLOPES: SEE STORMWATER POLLUTION PREVENTION PLAN (SHEET 6A) 3. AREA DISTURBED/ AREAS NOT DISTURBED: SEE STORMWATER POLLUTION PREVENTION PLAN (SHEET 6A) 4. LOCATION AND DETAILS OF BMPS: SEE STORMWATER POLLUTION PREVENTION PLAN (SHEET 6A) W= a H. (STRUCTURAL CONTROLS SUCH AS (BUT NOT LIMITED TO) SILT FENCES OR TURBIDITY BARRIERS h0 >< IW H NON— STRUCTURAL CONTROLS SUCH AS (BUT NOT LIMITED TO) ALUM SYSTEMS OR POLYACRYLAMIDE R 5. LOCATION OF WETLANDS AND SURFACE WATERS: SEE STORMWATER POLLUTION PREVENTION PLAN (SHEET 6A) V)Q� 6. LOCATION (LATITUDE AND LONGITUDE) OF OUTFALL(S) ALL OUTFALL STRUCTURES HAVE BEEN LOCATED THROUGH THE USE OF NORTH/NG,EAST/NG COORDINATES,AND LOCATED TO CITY STORMSEWER OR SURFACE WATER ON STORMWATER POLLUTION PREVENTION PLAN (SHEET 37) ° t U OTHER INFORMATION: LOCATION (ADDRESS): NW CORNER OF CLARKE RD. AND CLARCONA -OCOEE RD. INTERSECTION DESCRIPTION OF CONSTRUCTION ACTIVITIES: CONSTRUCTION OF ONE NEIGHBORHOOD CONTAINING 197 SINGLE FAMILY LOTS. o a CONSTRUCTION SEQUENCE: EROSION PROTECTION INSTALLATION: CLEARING: FILLING: UNDERGROUND UTILITIES: PAVING: BUILDING CONSTRUCTION a� SOIL TYPES: BASINGER, CANDLER, ST. LUCIE & MILLHOPPER FINE SANDS, TAVARES DEWATERING METHODS AND LOCATIONS: ONSITE DEWATERING WILL NOT BE REQUIRED BY CONTRACTOR. BMPS (DESCRIPTION) : A SINGLE ROW OF SILT FENCE IS TO BE PLACED ON THE PROPERTY BOUNDARY WITH AN ADDITIONAL ROW WHEN ADJACENT TO THE WETLAND. SEE STORMWATER POLLUTION PREVENTION PLAN (SHEET 6A) PERMANENT STABILIZATION (DESCRIPTION) : OPEN LAND IS TO BE STABILIZED BEFORE THE REMOVAL OF THE SILT FENCE. PERMANENT STORMWATER MANAGEMENT CONTROL (DESCRIPTION): STORIWWATER IS ROUTED TO ONSITE POND FOR TREATMENT AND DISCHARGE. a - POTENTIAL POLLUTANTS DURING CONSTRUCTION: COLLECTED BY ON -SITE STORMWATER MANAGEMENT SYSTEM obe•86 INSPECTIONS: CONSTRUCTION SITE WILL BE INSPECTED BY THE CONTRACTOR FOR EROSION PROBLEMS DAILY AND AFTER EACH RAINFALL GREATER THAN 0.5 INCHES. A RAIN GAUGE WILL BE ON SITE TO MEASURE THE RAINFALL AMOUNTS. ADDITIONAL NOTES: n gS:E€ ap CONTRACTOR CERTIFICATION: •yaw* yaw a cc CONTRACTOR IS RESPONSIBLE FOR INSTALLING ANY ADDITIONAL EROSION CONTROL IF IT BECOMES NECESSARY TO MEET STATE ° „ •, „ 166TH , „ a , „ „.,�":;' „„ „o.. Y;, ° ;,�55; xsa :off o os = ° AND LOCAL STANDARDS. OPERATOR AND /OR RESPONSIBLE AUTHORITY: STANDARD PACIFIC HOMES, CONTRACTOR: TED NAME: TITLE: CONTRACTING FIRM: ADDRESS: TELEPHONE u DATE: R, NVne„. 5]602 LL, NV7,:l 311S L o �� LLJ (9 1 V) 35VNd >I&Vd N2C6 co Z volao 37000 jo '(113 — ... .... LL 41 NOISN31X3 GVG& 3>1&V73 VQY NOS8 L od 1 0� Z� zt Ln, - / W `` � .. i � - i I � `�' I Q� LU (n WR W w Q '6 LLJ W 4f o8ul LL (j s t 'AU 2 2 !uj L" C� 6) M) LU 2 3 W L z , U21- J L " U)Q, CD — — — — — — bw" REDO � GvOly nvy-INI 15 < E E (S Z) U) tl� LL- LU LU QD (3 (3 a Z MR) Z V) V) C) � L v " ) cj cj LQ V, 0) 41 zz 4j Q) kp zz Lj -j L L U) U) uj LU 41 CL Lu 41 C) LU Q: CL 27 OZZ (3 W L�Z) �— �— Z� C) Z) (3 Z� Ll- :Z) L�j k U, CL CL: (n s t 'AU 2 2 !uj L" C� 6) M) LU 2 3 W L z , U21- J L " U)Q, CD — — — — — — bw" REDO � 15 < E E s t S TRACT TABLE SITE DATA N '. L APPLICANT, STANDARD PACIFIC HOMES IJSTORMNATER FACILITIES SHALL BE DESIGNED AND PERMITTED T /N T— AREA DESCflIPDON OWNERSN MAINTENANCE 558 WEST NEW ENGLAND AVENUE ACCORDANCE WITH C ?Y OF OCOEE AI/D THE SJRWMD REWIREMENTS. A Dsi ortN S VacE/RUffER ROME owNFRSassoOanoN fRSassOtlanon yTHE AREA LIMITS AHD BUFFERS SHOWN ARE N ACCORDANCE TYPICAL aa3 vACF/OUFifR HOME pWNFR5A560CIADOx OWNERSASSOCIADON - ` /1 I� / WINTER PARKFLORIDA 32T89 SUITE 250 WN THE APPFWED SJRWMD WETLAND UT ?S.AO SHALL BE PLATTED c Day NOME PARK DWNFP6t350[IATIOx FOWNFR6A550CIAnON TYPICAL LOT DIAGR4MS: 2. Tor& ACREAGE, 8545 (PHASE 2) AS SEPARATE JRACT5 TO SE OWNED DY HE HOA W ?H FUTURE D 114 OPE —[[( TORMWATER ROMEOWNERSASSOCIADON HOME WETLAND L •/031 Acr HOME OWN ERSASSOCIATION e z DEVELOPMENT RIGMS TO THE CRY OF OLT/EE.A CONSERVATroN tiff OwnFR5AS50CIanox ERSassxlanon I Y J. TOTAL LOTS, 9l IPHASE Y) EASEMENT WILL BE GRANTED TO THE 5- 0.93 ARK HOME OwrvFRSASSOCIADOH ROME OWNERS ASSOCIATION 3j , 4. DEVELOPABLE AREA 3J NO CONSTRUCTION TO OCCUR /N SJRW'MD PERMITTED CONSERVATION ].53 EN WafE NOME OWNFRSASSOCIADON HOME OWNER6ASSOCIADON • `� PRESEAVATIO/l MEAS. 1,61 SPWNERSA550CIATIOx a550CIAPON BOWYER a6pMP�ae Abp -sxe A.so- waloNes- su.�o�e Wmva -TSJI xE� ACEAU HER TERnxffER HO O ME — RADON HOME M—AnoN W 4J ALL POND LINE BE N L PIPES W /LL dSCHARGE [ANOWMO OF THE —. Lake 5 / - SJ8 m5 e6 INE 8 HWL LINE. WNFRSA$60CIATION OMF OWNERS ASSOCIATION SINGLETON P aps • Aaes 11) M gRK ME OwNffl5A550C4nOn HOME OWNERS A650CIAnON I.I R /Open Spaoe-2242 trras !2995X1 E-2 —� —]I ony — P MK o � non p K •� A � rs -/3.99 ACr 'Ly[ / /L // RAxGE50UMY NG O�uNry APPROX /MATE LIMITS OF s.T1 HOmE OWNER a.nary omE OwNE - i �l O S WETLAND AREAS, TREE SAVE AREAS wNERSAssoaanoN wNFRSssmnanDN �^ 4 �,I Q T E PUT UNLER CONSERVATgN EASEMENT W/ LI ROA WWAY HOME OWNERSASSOCIPnON EOWNERSASSOCIATION WETLAD O B - 0 6.51 HOm mry SJRWMD MASS CFAdNG PERM ?. a EXIST TREE J sa 6 EXISTING LAND USE, LOW DENSFY RESIDENTIAL N J — xixc, PUD r LAKE S /MS I/ TRACT L J.ExST/xc 8 / NO 1 B. GROSS DENSITY, 2JIW /AC 9. NET DENS(', 262 W /AC �/ 1 L/FT STATION — — ! SECONDARY ING ACT (TYP.1 $ _ IO.TOTAL PROVIDED PARKING, BT SPACES (SEE SHE 47 1 b I J FOR lNKQRMATIONI 1 _ / RAC( ¢' PHASE 2 BOUNDARY ;% �i 7 N1 N I Q, 0$ .,^ NE (TYPJ 2 ,...,. N z WETLAND /MPACT 1 Ll J' 'l� (� W „ PHASE 2 BOUNDARY I !SEE SHEET 47 LINE I. FOR INFORMATIONI I EXISTING WETLAN i PARALLEL PARKIN / 1 LINE (TYPJ � PROPOSED WETLAND o E 1 BUFFR (TYPJ TRACT D y POND 20 p N j' PROPERTY W o 1 S � m W BOUNDARY 1 0 � �' m oMi of \ En lTYPJ O / TRACT.-D POND lO is3 ag TRACT S RE T 'H' / — \ 7 - \ Re 1 T 1 M v En -'10 'r. ro m o "' -i m m �.m . - -` \ p s I /52 - _u /s7 iy3 i92 I9I /rr l96 a 195 151 /la , o 5 \ z hl /ao "' � / I I r ACT E \ m � e �, o� ( O � : ,. i- o m m C E D m FD m Q2 � 179 l83 /84 /85 /86 /87 .788 I � m m p \ l49 I L /�i'l _ _ ST_ E ,G � l2o c • ♦ F \ \\/ 1 r r RAC I �i Ego �YYY 1` 21 M �,. . ♦ - �C N N N N N N I N.�h p -' ^ 2O' IVAR/E�S'J� I 178 /77 /76 /75 /74 17 '/72 T/l ,/70 •R. /68 R l22 I s d — � _ I ^ 45 h I 2LY RAC h i N ¢ gL EFL ?u 125 l42 � :. l38 - l37 l36 I35 l34 %33 141 139 r cr'e -- / T G _ L E >BEND ila6aRp.NuMII /40 I GUARD HOUSE µry _ - ,.r,. -��/ SON B r _.__. _- _ _ _ _ - W - G T - - ' ET AC 1 PROPERTY BWNDARY i 1 - Q J R(GNT OF WAY RP /"'��!�� - _ •,.;,•„ > � �---`— � ,,.- -- SOILS LEGEND 34 -A PRTY ' G>LARCONA - OCOEE RQAD_ -- \ _ -'-- EXISTING WEST WETLAND LINE ORANGE TRAIL — — — (� _ — -- - - -� - - -- - PHASE LINE i —MIAMI CURB POND TRACT D a lTYPJ MOUNTABLE MEDIAN -� -- POND 10 CURB (TYP.) TRACT D 22'x7' PARALLEL / —�— PARKING SPACES (TYP.) _ TRACT A rREE_ e I 153 I o 1 ORFVNAGE EASEMENT _ h / 182 _ r — — I a ' TRACT B /9/ j 1 ,52 0� w ml I TRACT C / \ Y /97 / I 1 I / I 1 ,92 1 �� 196 I I p /94 I I 193 l95 �1 I L z G ` 8 l I m I I 1 I I J _ DRAINAGE EASEMENT 151 J ��(/ U8 i I /50 11 TRACT E m l 20 D4 WAGE E EMENT I I 1 11 /90 I I 119 184 I I /85 I 186 �' I /89 ILI i' 6 �� 148 —R,4CT MM ` �.i. --�� — z J �� ✓� r — 1 W I 1 1 PROPERT I /47 mi —, .� —_ J I I /77 I /76 I /75 m I 174 I /73 I *� I c N /67 BOUNDARY /78 1 { 122 ITYP.1 r I I I I Im I I I I I I /72 � /7/ I l70 II � m I I � I I 20' D IMAGE E EMENT a /54 I /55 156 157 I � /58 ,� /59 /64 I I /65 /63 I — (p I I I I� I I I I 0 124 144 h —J —J L� - -� �_ —_1 _ �� E - F�_ — L 1 L— \ I /43 I hl — s - s - -- �� z5 /� /25 _ 142 a I � /37 I l36 I 135 I � 134 � 133 I, I 132 TRACT B - I 09 TRACT 8 U �rn Im I� TRACT VIZ VIZ TRACT F 1111 \\ IN 1 W I W QI w 7 U Q V Mai BOWYER SINGLETON O O � o m= W 5v Y F W w O w 0 0 O U z - wmoeiseou smR�. Fb. Req.x Oer 52602 � pLJJ�y MIAMI CURB TYPJ PARALLEL PARKING SPACES (TYPJ OND l \ \ TR CT D MATCHLINE -SEE SHEET 11 a < TRACT G T Tom[ i m 40 / - ' O _ 21 �l TRACT J q Y ros 4, ti r— —STR T � '� � " 20 I J I 22 1 �, I I L_ L_�. —J �� v � r 42 /9 � G - -I IN l� - �z6' - — ' " L — I" /O/ 38 -� I I 2 r, 1 1 y 4 L a— e A I • I 43 NI ` /02 4 \ 3 �� I � li � g " —za-� I 37 _jI• 2q J "ul J IT J " "I I — - v �• / \�'°'e° `\ e� � / ` }' 1 L --rze � U r " r 35 2 I� I •I l — -nz- \ l04 , , -'�- p''1' 1 — ", ` �1 NI L -- err_ -J fl0 I_ 99 r V/ 1 46 r _ I N I_ -+35 O I I f n { F `= 9\ \ Jm 116 I 11\ ,V�t1E5;r ai L —iee- J I 34 m IK Ir 27 r — —2 I IN Via J I I � I /OS I I r I r I1 1 I r 47 J `•" tw " = ; '1 • " I L --/zr- J " - N I - H mJ 8 h ! I I._ + � 11 " L — rte – t 33 m I" • ( 2B � � � /� � � m N J "� � I i 48 d /os 0 _,� I L _ I I 97 _-� I r 32 I .I r 2 _ 4, - � N1 I_ - Sze- -2 " "I 9 NI TRACT J f @ �,— N �i.�s� `� 1 r a9 � L -rz � -" L�J It F _ _ �I 96 I /07 (/7- �8 Ih ZF J � " I„ °I 50 J I — I ¢ — I h ti I I - - -� i //3 L y� ui L_ -� �_ L_ - - -� r _ 95 � In �I � /08 � � � — — � — J ' \TRACT H O ios - 94 J J J j J J 53 �i R� ai R $� RI� 6/ I� I 93 �h� l O \ 154 55 57 58 i 59 60 �v- J I' / J I L_J LJ L J J J L 56 J L J L L J LJ L_ hl I � 62 65' - _ - 5' - 45' 5' SO'� L_ I TRACT K 1 P I 92 \ \. — — ' � C 1 wl I F -1 2� RAIN �E ME F -1 63 i 50' BUILDING � } � - 73 72 71 70 69 68 67 66 65 ,. / � � 91 SETBACK PER PUD b ��.��'' I J LJ LJ L J L J L_J L J L L_-1 L 64 —J �� ss I - - - 4/ A 89 f s +s +s ✓ �� 88 \\ s \ / \ PROPERTY 4 - 85 er �4r / \ \� I 4 it ps s es _ \ BOUNDARY +s +s ,v z - (TYP.1 POND 70 74 175 176 177 78 1 79 I II 80 ( 81 I .� 82 i 83 I I 84 ",A bz 25' DRAINAGE EASEMENT AVERAGE BUILDING �\ ` u I L I L I L _I L I L I L I L- I L- I I I 1 TRACT H . I.� I I 1 i I.. BOWYER SINGLETON m � N =� �R W R o ¢ s Q 'o Y 3 .soa�fi o SETBACK -' \. \ v \ 7 as' 4s ar _ +s• ...sz sr 5z - � J TRACT / ..._ _, -_ __ • _. - TRACT H HOBSON ROAD r„ ' w y !TO BE VACATED BY OTHERS) PROPERTY BOUNDARY (TYPJ VAVlES�_ I. CONSt RVATIDN ARIA 5HALL BE CLEARLY _ '. MARKED WITH PERMANENT 5IGN5. 5EE - SHEET Na 47 FOR DETAIL PR _ 1 y ' y ` yy cm xuueE 2. CONTRACTOR TO PROTECT AND PREVENT i i TYPICAL SECTION m LOT LINE ANY DISTURBANCE. SILTATION, ETC. TO THE j r�. _ / !f j j.. _ r i��r t AN � { i ttve aF c aw PRESERVED WETLD. NO CONSTRUCTION I ` d J ` .I d_ _ r d 6 t� t A A X MOD B AL W L BE LOWED WITHIN THE PRESERVED yy ++ WETLAND AS AREA TO REMAIN NATURAL AG p[ 1 E d J x P 1 S PII 3. A UTILITY, DRAINAGE. ACCESS & SIDEWALK ESMT.IS OED /GATE- OVER ALL TRACTS. �_ wnv �a� Ux[ � - -� 4. SEE SHEET M- 42 FOR SECT /ON D ' BOWYER DETAILS. crxel 1 C 5. SEE LANDSCAPE PLANS BY OTHERS FOR LOT GRADING TYPE A LOT GRADING TYPE A X LOT GRADING TYPE MOD.B I 7 I `��NGLETON � HARDSCAPE AND LaN DSCAPE BUFFER. I TYPICAL FHA GRADING TYPICAL LOT LAYOUT TwPOSEO I I o c�o�v r . NaR,en TRACT L G 1 LAKE SIMS / '.� 7� 70 m PACT TYPICAL STEM WALL F W Q T Z N R _ :a �v O ROPERTY �DARY POND 20 T � TRACT D i � � : POND /0 — �� S RE B m 6d o _ I I 'TRACT J T H I I\ TRACT R— TRAC r\ Rr T TRACT c � �i r TRC O 193 — o 196 : /95 /94 J � .'� m m, B- �� I � 1a0 _ — 1G n I��I rRACr E a�' E h o O w r_ ,. ,�, m - � _ l 183 F I /89 I III N N P h N /90 p W 1 /79... l84 /85 /86 l87 l88 � Rl \ ,� -..... _ 11 ST EET 'G E 0 zo\ RACT c RACF ��®� II I�� am E- E. C .. l78 /77 /76 75 / l70 /67 �, /22 E I Il — — _ _� i I .. _ l73 /72 /7/ /68 W 1 74 157 /5a /60 /6/ /59 l62 /63 164 165 i l44 ET 'D' /. l TRACT F — RAC TRACT H / /. 126 ,- /42 I E l3B 134 133 /32 /27 v v v i l3/ /30 /29 TRACT B A I �q f I41 /39 TRACT G cJU U W zO - - - PROPERTY wmoe smrr sr 0 BOUNDARY P �aI a.q Hie.. I rRP K. -CLARRIGHT-OF-WAY -O OEE ROAD _ t . 50' BUILDING , SETBAC zCM o CLARCONA -OCOEE ROAD � ROADWAY SECTIONS. SEE -SHEET 17 TYPICAL FOR POND SECT IONS - - -� LEGEND i s.ar sc.Ea ssF6x � —�— -- • __- __. _ � �. i - -- / / ( i .? .POND my s 6 s ac / oa as wrr a�6w FF SITE STORM ND 20 ` ... .BYPASS COLLECT /ON _ �♦ i P SYSTt= 3YS7EM ?YPJ - RA/MAGE STORM D ' Z -=vYSTEM ♦ �� PO �. - z _ k 1 7 I F// I _ e ' 1 82 � �—••� I [� tp ' F 11 �, �♦ /8/ - Aq / ! Q _[u . - MOO e l I _ AX 14 m � �o� { ?� 4 roo, c s q _ FJ2 J 4 c Noah T 5 - - —. -' — a lTYPJ O.._ v /34J \ ` 0 y �9 F a ar I m m q m q o m m AGE -- ASEM - T- GUf�L C i / lJ � V M ( PJ o ea / BOWYER SINGLETON o f � O & - APPROX /MATE LIMITS OF ". TREE SAVE AREAS Z I J Q o ui m Q N T 7 x3 I ? w a hO� �� U 1 _ 1 1 `wadx rar R (:j:EF V) /43 F I AM' 142 AX LQ 141 A� _ {l, / AX, :�— aa�.,.,a - - - SETBACK PER PUO © — c r ue. A 4 CLARCOW OCOEE 'ROAD zz arSTEM WALL MAY BE REQUIRED sa oQg € a�Fg • o^ - a Bg.1H o Kcno�15cglt Slggrne Fbl a^q.N^^5ar 51603 D�a ED Z7 MATCHLINE -SEE SHEET ll I I I A FF. A FF.12 I _ A* I 1 = FF. , ` A I. FF.12 " 44 AX I FF.12 I o• A X FF.12 ROW 46 � I VARIES � I FF.IZDS STORM DRAINAGE — ( OLLECTION SYSTEM _ BOWYER SINGLETON T SET D TK _ . MOD. B r 'F.1 =3A A a I FF.IIBJ3 MOD. B FF0 STEM WALL \ \ \ F a (TY - ° +- FF.IIID - w MOD. B A X FF.IIOJ I 36 " � e^' �� I I _ FF.115] l �/• � 7/ N7� ,/ _ F 95 FF.1205 A X m '° 16 `r. z P.1 Q ¢ a MOD. B � u s Z6 , / pa W W n 4 v III ar °I 34 o1�S e IIt� I d MOD B I °.,, 27 " M OO > FF.II /J. 13 - - F 47 `o "' FF.IIB A X - "� I .. ;;� 14 `e P I - D Y m ° . B c ey I I MOD. B Id FF °� C �a /-7. / 5 I I W � R l i Q I Ft ' °2i ° { FF.IIB.9 F 'a3 It F � I / R 49 ro X ., A * - v FF.Il I MOD B FF.1097 96 R O FF.IIBJ s . ' NOD B � ` � 9 � _ _ " v FF. .. � MOD B � I P A X I 1 n � F P -- 50 ,. i FF.116.4 Ale I . °y I \ , _ II2D C) s FF.IIIS _ 1 z 07H zo.. II 1 m , . ° pm ° tR� LU f l � 99� - '',. 0 - I mw 3� a 9 2 DR GE EAS NT ANY M4_ , _ ` f'I I � B A * �1. I..FFF 5 I VVV :;a - 1 { � P 1 q� r VF 9 - PROPERTY BOUNDARY .. (TYP.) I mp m m� m"1. mu7 , mW m a m mQ AX I �� ° I 62 I I L FF. /OOl I I — 63 _k 14 d 64 A , °Io I ANY M4_ , _ ` f'I I � B A * �1. I..FFF 5 I VVV :;a - 1 { � P 1 q� r VF 9 - PROPERTY BOUNDARY .. (TYP.) I APPROXIMATE LIMITS OF r �. TREE SAVE AREAS _ ry �o� N • m¢ql m� 1 II POND 70 POND OUTFALL SYSTEM (TYP.1 E E 25' DRAINAGE EASEMENT ° : s 0 13 p lucn°. x°rl sro,v.. LEGEND - ore reEA A.s,E— t HOBSON ROAD i «R ro BE vacareD ., sror cicvarrox : • e a _ BY OTHERS) / PROPERTY r wre�xc viav -.._ BOUNDARY, (TYP.1 r.e ...e um.x.axz.ca.�xv°t „ ® ArSTEM W ALL MAY BE REQUIRED I / to YR ✓24 HR.EL8837 25 YR✓24 HR. EL 68.67 5' ggERY ae 9G /00 YR✓24 HR.EL.89.04 3 ON 2 5/OE51 fTI R A Y N S, � E Y � � �' EXISTING GRADE H E0l7DY BS POND /0 TYPICAL SECTION 10 YR ✓24 HR. EL 8837 r 25 YR✓24 HR. EL.88.68 S'99EflY 100 YR.124 HR.EL. 89.04 f0N ! SI � TGP Sb f 1 NMI \ .W EDI �N. EXISTING GRADE 60TTOY 85 POND 20 TYPICAL SECTION i /0 YR.124 .. ,' 1 25 YR✓24 HR EL 81S6 s s•BEflu a axe - -,_ > /00 YR ✓24 HR.EL8238 _ EXIST POND /0 BDTTDY 78 i POND 20 POND 70 TYPICAL SECTION �THE D STAGE !0.4 THE AX! 111Y1 NR MZ me IS BASED m GEDTEGHwx ANALYSIS PERFMME0 BT YHNEfl AC EXIHEMM SCIENCES. oa I I_V /,b • Y SINGLETON 0 O U- R m � w Q o a <w R o a w C) o o < y a d =934 &'2 p�G CE:'aE 4a Y'WNG <atl Gt<am� TIbIO< Rag. RIIM <I S]607 N o �l a POND 70 LEGEND PROPERT�'- BOUNDARY (TYPJ LEGEND POND 20 - axmw. BOWYER SINGLETON ET = _ _ R te` I el YD2 /3 00 CRE E BOX TOP /163 I /NV. 1123P'l21 I, it 4j _�_ YD2/ INV. /063(15'1 . I - / YARD DRAIN YD2 // I YD2 12 D234 � 1 I J I 7 ! I J YD209 TOP 1223 YARD DRAIN YARD OR INV. //592 TOP 12/2 70P II95 /za -lr 5 I /NV. 110.45!15'1 `� N YARD DRAIN /NV. II5A6 / I 1w..1'6, No' -I- A S r 1.967 % I t N/z HP� /l P -�1ADS i B 0.50%1 1 N-1 H . T' — — „ 55 R DSO% 0 u 76' ADS L I sd l YD208 I 20' D�AINAOE BASEMENT I N - / Z�HP /05'-/2" ADS ® 050% O — - iaP °lzoi N N HP - A W i ST a o3 ° EET I G I , /NV. 12/36(18'1 I I t YD204 rwb DRAIN Y0205 YD206 N -12 HP _ PROPE YD201 RT # I I — 202 TOP 130.3 I Y0203 YARD DRAIN YARD DRAIN BOUNDARY �' TOPD/322 N 70P /3 baN I TOP /309 N INV. /26A4<1 /5 I �1 TOfj 1295 70P 1289 rrrPr — Nw2ss5 Nv.lz +n a INV.I12820 - _, --- 0217 T 20' D YD207 7oP �I 130' 1 12' AD5 I /40' -l2' ADS A/NAGE EASEMENT c -lN[E /27 T N -/2' HP N -/2 HP N-l2 N-l2 HP INV. /2310115'1 ®os0% o Oso% I I ST / ET E � - 11 r; �� W �- / I LLJ ui U P S E E 1 uu b I I - - for Ce P, Nuroar I� 5)901 s-- �' CLARCONA OCOEE ROAD s� z 7 0 67 120• MATCHLINE - SEE SHEET IJB POND iD I _ i _STREET 'K' TOP IIO2 ADS D273 �� _- I, -- - -_... INV. 93,00(/21 i YD214 /53 -_ — - ' ' -/2" ADS YARD DRAIN I - -_ I /.'/ N -l2 HP - -- ' TOP N76 ! 1N✓. 11360 — 135 /2 ADS N-12 HP 0. __ 9d ADS , YD224 � i \ N l2 HP YARD DRNN j \ \ \ l YARD GRAIN - -" ® 1.78%- -- TOP Il1,0 4� �� \ TOP 99.4 1/ `! YD2 /5 I I_. - I IN✓. 10553 o.. W. 9376 ( ( j -_ ! 7 TOP D I16D I I O (t lI ' l 1N✓. 112gJ N l2 h'P - -. _ - -_. + 135' -l2" ADS YD230 l _ -l2' ADS C[ / —7 N -l HP l - __ @ 0.50% 9d -/2° ADS - - l YARD ORMN l YD232 ; - YD2 /6 @ /.78%, - -_.� N-l2 HP - lU / - - TOP 1024 LEND HOBSON ROAD / ' YARD DRaN n D n O Z D O C� O m_ rrn O D LEGEND ExIS.I „� P o�EO (TYP) V� 7 GLETON t YER 0 0 -. -_ -. YARD ORaN I I YD 10485 @ 0.50 /. -. _._ IW. 94JE / / TOP roP 114.4 _ - �� N 250/ / 1�. ®- /0.50% - YD225 / ( INV. B9J0 lNV. 110.40 YARD DRAIN _ W TOP 1092 ' - / I = I 852' I / 153 /2' - ADS YD229 l / -YD233 @ 2l2/mS.__I ...148'- /Z ADS ' ____. N +� I 90 r94 l l �..1� 1w. 8933 DRAI i U _- ___ - -3.61% -_ I YD2!/ @ l I I _�- zxz PRE -CASs . -i I N -/2 HP t l„ N- HP S - - - - 1 CONC E E -CAST I YD226 I I @ 050/. `V I CONCRETE BOX I l.. 0 0.75/. -- TOP II09 CONCRETE BOX -- Y0228 (� W IN✓. /0690!/2'1 54' -/5 RCP TOP 035 : 1 YARD DRAIN W. 10478(15') @ 032% lNV. 9950112'1 57' - RCP TOP 152.3 I\ YARD DRAIN W. 9753(lsl @ 0.32% J/. // I I I 1 -.95,05 � I^ -.SDP 917 W IN✓. 8170- __ _ _ _— t 90'-12' ADS - - -.. - --- Nd2 - -HP— /03'- /TADS 2 — @ 050% N -12 HP a ST REET o INV. 1046 /!15'1 T K' 124'-18 ADS YARD DRAIN OP 991_ I a T ST N - 12 HP ,0268 - - __ - _ 1N✓. 9550 YD TOP /04,02 YARD DRAIN 1NV. 9135(/5'1 TOP 89D 90' - 12' ADS 90' - 12' ADS 9d - 12" ADS 9/' - l5" ADS ! 1NV. 9715(16.) INV. 85DCLP9 m d cl- C c N _ O CL n 22 0 4 Q ¢ 0 N - /2' HP @11.78% li N - l 1. % , @ /b9% N /2 HP N -l2 HP @ 244 .% @ 2.64% - -- — - _,.. I_ l \ , \ 27 /2' ADS N HP @050% INV. 83.08 !/5'1 40' - /5'ADS '— YD236 — @103P —_ — -_ YARD DRAIN — — — — . Y -- — 1w. 83.39 i — D290 ' DRAINAGE) EASEMENT YD218 YD2 /9 YD220 YD221 YD222 _. 1 INV. 8295!15 0 YARD DRAIN'. TOP 110.7 INV. 106.70 YARD OR'S YARD GRAIN YARD DRAIN TOP 1091 TOP 107.4 TOP 1052 /W. 10510 /N✓. 10340 W. 1012912.1 YARD GRAIN TOP 1028 INV. 96B0f15'1 INV. 986/!18'1 \ STREET r e �Qu E`e. ht POND 70 " >�< l l 25' DRAINAGE EASEMENT - - f "A I BOWYER loa zoa '�' I SINGLETON II 11, I o II � T RACI L Via I ^O - -- ---------- - - - - -- _ — I , a � ROPERTY g ' RACT "BOUNDARY al p ?YPJ LAKE S /MS 1 /--- 6'PVC FORCE MAIN -- 65 6' PVC REUSE WATER MANN �, I 6' PVC FORCE MANN TR T / i; l l i 8'�PVC b/ m ' POND 20 IOPVC WATER MANN __ - �� V1 ATFR MAN � \ / t O POND /O . WAT� MAN C1\ r - F ( .' _� - 1 j - _ / 1 /� /r.. 1 MA/N' N 153 / " I l M P 0 O I w N I \ O 1 97 `8'PVC WATER �A/N /92� l9! 1/7 B'PVC ; ; �/ I I I I O r° I I I m � 6 /95 /9� 193 FORCE 1 // — Q � I Ip –� u /9 � _ / /g I I / I f� 175 Wo laa Ot 4 l _ O7 �17�/ I L1 /E� PV C SEW R M N /67 \ r _ 73 /72 /7/ f a7 na no 69 lea �\ , 22 T � l i p I I - '�-- -- � ._ � 56 /45 l 6 �p ,�. Y 2 I l /2' PVC �AT /5a l5� I56 l57 158 /59 /60 l6l l65 l62 163 164 J l 124 It, 5 — — —� — — °4 V :� 126 I', � , I I / a v l l38 137 l3fi l35 l3a l 133 /32 13l 130 /29 La' l27 METF, R / 1 'Y / I TREE AVE AEA _ — .J.- - �1✓ y'� ° = ��:�� 3 '� /42 I I ,/�� - REUSE IMA/N I I RLC1 I I� / /f /i / i�..L _ /- = = / /� / CONNECTION /4/ ��E�o5S 5 CONNEC lON s� 3 / = 1 / / / / r ACr 'c /, ' i W - ___ - __ /TRfiCT, © % / / CO NECTION PROPERTY WATER :;GAIN / y rsa.eis.olt sr..ru l40 /CONNECTION / 1 _. °`°` it / rw R, N.,b.r SETB ILO/ 6' / �� E ROAD R/GHT -OF-WAY OE CLARCONA OCOEE ROAD ___ / %' f "� -�_ -- _ - - _ _ -. _ �'�` ' °•_..� -- NOTE,SEE SHEETS 14A -14B FOR FORCE MANN OFF -SITE UTILITY CONNECTIONS. CONNECTION 9 r _ r r 1 8" PVC SEWER MAIN I 1' 8' PVC WA TER MAIN _ EVC _ N O FO A AIN - Q ' S/ - IEET 16 o �� , o i m o SHEET l5 194LF I "WATER. SERVICE j PVC PVC WATER MAIN PVC SEWER MAIN 0 I ' i uN o . - ;:.3 _ "9 E.:/ / " 12 PVC WATER MAIN i I 555LF /2' PVC WATER MIN I� � 2 R.W.M. METER ' t TREE SAVE AREA � REUSE MIN l r CONNECTION - 1 - I " -_ - - REUSE MAIN WATER MIN WATER MAIN CONNECTION 6 , CONNECT /ON _ t "e. - Co _ PROPERTY BOUNDARY nae sco�i sieo.m �aos�isox ITYP 5O' BUILDING - -' m SETBACK - CLARCONA -OCOEE ROAD RIGHT -OF -WAY CLARCONA -OCOEE ROAD NOTE: USE PLAT FOR ALL CONSTRUCTION LAYOUT WORK. F ORR FO CE U /RAI AIN -- NOTE: SEE SHEETS I4A -I43 FOR OFF -SITE UTILITY CONNECTIONS EG __ CONTRACTOR TO WET -TAP EXISTING 20'PVC WATER STA /37 RECLAIM WATER ' MANN W /20'X8'TAPPING SLEEVE &VALVE AND CONNECT TO PROPOSED R B'PVC WATER MANN WATE WATER MAIN MAIN l2'X6'TEE /2'GATE VALVE 6'GATE VALVE _ ,I Y EX /STING l2' Y , RECLAIM WATER / LINE _. — — - — — - - 1 - - 12'pVC REUSE / PROPER BOUNDARY 1434LF- 12'PVC REUSE WATER MANN / --- i B WWYER SINGLETON (TYP.1 — � _ EX. C/L OF PROFILE WAT l — O MAIN EX. 20'WA� - ER MAIN i E WATER /N O ct - -- -- \ • i % ._ WEST ORANGE TRAIL _ C ARCONA OCOEE ROAD , HO i W. _ I^ - ----- _�— __ Lu o STA 134.90-9 I I �• RECLAIM WATER l2'TAPPING SLEEVE NOTES. IJ.CONTRACTOR TO REFER TO FOOT INDEX NUMBERS 600.602 & 606 FOR MAINTENANCE OF TR /C. V O l2'GATE VALVE BENDS 2JA PERMIT IS REOU/RED TO CONSTRUCT WITHIN ORANGE COUNTY RIGHT -OF -WAY AND SHALL BE GENERAL CONTRACTOR. THIS PERMIT SHALL BE OBTAINED PRIOR TO ANY I� e_12"45* (� OBTAINED BY THE CONSTRUCT /ON ACTIVITIES WITHIN THE RIGHT -OF -WAY OF ORANGE COUNTY. ALL EXISTING UTILITIES SHALL BE LOCATED BY CONTRACTOR PR /OR TO COMMENCEMENT OF WORK. Q H 3J ANY DRY UTILITY RELOCATIONS SHALL BE COORDINATED BY CONTRACTOR. 4J ANY DISTURBED PAVEMENT SHALL BE RESTORED TO ITS ORIGINAL CONDITION. 5J ALL DISTURBED AREAS WITHIN THE RIGHT -OF -WAY SHALL BE SODDED WITH BAH /A 6J STATIONING FOLLOWS THE EXISTING C/L OF CLARCONA -OCOEE ROAD. 7J STATIONING ONLY TO BE USED FOR APPROXIMATE LOCATION OF UTILITIES AND CONFLICTS. I 45 /45 h - - -- -- - - xt � — _ _ _ 140 a EX /STING GROUND A BOVE R.W.M. \ \.]]11. _._. X140 m SEPARATgR J E O✓R R.WJ/ l �" _ / 35 -- — - - -- - -_— 1 35 rte... 0 - - __ 1, I I - -- - W130 4 6 /30 sEPagarroH 1 .. S S e __ _ l4YY. OVER RIVAIJ o Y +. > /25 c . L b 3p /20 - _ - � _u_uuo u w u KAONScoLL SbamF r //5 //5 _ _._. I I Q � 135,•00 /36.00 1 137.00 /38 00 139.00 140 14/ -00 1 142.00 143 144.00 145.00 146.00 147100 148100 REMOVE BLOW OFF ASSEMBLY FROM NOTES: /J. CONTRACTOR TO REFER TO FOOT INDEX NUMBERS 500,602 & 606 FOR MAINTENANCE OF TRAFFIC. -'•I A PERMIT /S REOU /RED TO CONSTRUCT WITHIN STA 162-67.5 RECLAIM WATER I [EX. 20" W.M. AND INSTALL 20"X/ -'" REDUCER FOR PROPOSED l2'W.M. CONTRACTOR TO ERE G.V. CLOSED ON 20"W.M. AND TO REM AIN CLOSED PENDING ALL APPROVED ORANGE COUNTY RIGHT -OF -WAY AND SHALL BE OBTAINED BY THE GENERAL CONTRACTOR. THIS PERMIT SHALL BE OBTAINED PRIOR TO ANY CONSTRUCT /ON ACTIVITIES ITIES WITHIN THE RIGHT -OF -WAY OF ORANGE COUNTY. 3.) ALL EXISTING UTILITIES SHALL BE LOCATED BY CONTRACTOR PR /OR TO COMMENCEMENT OF WORK. ANY DRY UT /CITY RELOCATIONS SHALL BE COORDINATED BY CONTRACTOR. 6' PVC REUSE - WATER MAIN STA 162.032 STD. -'"BLOW-OFF W //2' G.V. IR.W.MJ VALVE O O O- oil CERTIFICATIONS OF WATER LINE. 4J ANY DISTURBED PAVEMENT SHALL BE RESTORED TO ITS ORIGINAL CONDITION. 5.1 ALL DISTURBED AREAS WITHIN THE RIGHT -OF -WAY SHALL BE SODDED WITH BAHIA RECLAIM WATER /2'X6'TEE , EX .20" WATER MAIN 6J STATIONING FOLLOWS THE EXISTING CIL OF CLARCONA -OCOEE ROAD. 7.)STAT/ONING ONLY V /_'GATE VALVE WATER /-'"GATE VALVE TO BE USED FOR APPROXIMATE LOCATION OF UTILITIES AND CONFLICTS. 6 "GATE VALVE Om MAIN 2 -/_' 45" BENDS 0 50 Io B O W Y E R Q — P STA 150.05.0 SINGLETON ((� RECLAIM WATER ' I 10 2" R.W.M. METER WATER MAIN 1568LF -12" PVC REUSE WATER ).FAIN 2 -12' 45" BENDS l FUSE J Q O S WATER M O I/ /� CONNE TO EX. � — MANN C F P O E i (� PROPERTY BOUNDARY _ "1 lTYPJ EX. 20' ER M - J m `V I T 2 Q 5 - i, ' - -- __.__ _ T ORANGE_ " - _ ✓�.. � N � Z _ ROAD �� - OEE cONA j 4 v /so W OLA - _k W I j 'FORCE 0 - EX MAIN e " EX. lZ' FORCE MAIN Q o� ow w rc �¢ O 3 Z 125I� EXISTING GROUND ABOVE r I' ill wsEPanrra R.W.M. (Ex —WEI I- — - l2 — —� lN✓. 1245 — — — — - 120 EX. lN✓. 124J - — �'_ -.� W 12 `V IDO SEPPRATION IDO SEPA4ATlON - IEX. W.II. Q✓ER R}VJAJ FIA. W£R RIVNJ - - -- �p - -- - � W � � � � //5 ��-� 0 — _� as x;110 \ \ P 9 /05 ? J \ \ m y avz \ /0-1 r. o r a� e4 . E"000 u w z ° o 0 n _ -_ 0 wna.so s o,, 0 Q S,saz 95 — — 95 r - - 14900 150.00 /5P00 152.00 /5300 154 00 155.00 156.00 15700 15800 15900 160.00 /6/ -00 /6200 SANITARY MANHOLE FOR \ LEGEND N ' FUTURE CONNECTION. ADD 10' STAB. BASE eu OVER SANITARY LINE 6' PVC REUSE POND 20 FORCEMAIN - �- PLUG VALVE WATER LINE (TYPJ PVC WATER 2' BLOW -OFF VALVE MAIN (TYP.1 `- d FOR FUTURE CONNECTION POND lO BOWYER ?YPJ 6' FORCEMA/N (TYP) SANITARY (T YP.1 20' UT /L. FS EWER L SINGLETON EWE ESMT (TYPJ SANITARY O¢ e _ _ MANHOLE _ s !TYPJ PVC WATER l53 - _ _ _ I I - _ - FORCEMA /N M MANN !TYPJ (T /82 � !TYPJ g / /9/ 152 I I / 197 192 /l7 / /93 N W /8/ 196 195 194 �J W 151 lBO w — _ _ 1 kl \ ' 8' FORCEMA/N \ 1 y w / — — — — (TYPJ 150 I I / i I I Q Rl /90 $ ' 179 183 184 185 186 /87 /88 189 4 \ (n 0 9 0 I /20 � t /48 I 1 BOUNDAR 147 n8 n7 n6 n5 n4 n3 n2 n/ 170 /68 \ l22 I I Q) (TYPJ /69 \ V 146 I / 145 I /66 / I 154 155 156 l57 158 159 160 161 162 163 164 165 /24 I / 144 143 I 126 138 /36 135 134 133 132 127 142 137 131 130 129 128 9 3 REMOVE CAP & TIE TO EX /ST. 20' PVC 2' R.WAf. WATER MAIN W 120'X/2' j ti METER REDUCER I z —_._ -- — -- -- - - - - -- lST F / RE -- — - -/ - -.— 12'PVC WATER l4/ /39 EX OFF -SIE FOR 0' PVC J MANN (TYPJ __° g r l2' PVC OFF -SITE RECLAIM E _ T REUSE EX /STING 2 WATER LINE !TYPJ WATER LINE WATER WATER MAIN 140 a 6' PVC REUSE - -- - __ wO- WATER LINE (TYPJ 1/ �E TING �ai° °S.asz .�,e.. T _ - _ 8 PV i EX /STING 20'BVC - e � •;_ '- _ ,.. _ Y � FORC EMA/N ^ — W ATER - 1 .ER. MANN TRACTOR ToP_s,-- ---' L— CLA Z9- '.87 PV WAT-� RCONA OCOEE ' EX /STING 20 -- MA/N W /'�.R /M1/O _ � 8' P✓C` W' TAE - -o`' .ten= CO�EC'F�TO Pf30PO5�E0,,.�. MAIN (TYP.) B' PVC WATER MAIN WATER REUSE 0 a WATER MAIN ( TYP.) 8'PVC SANIT Y SEWER LINE ( TYPJJ \ \ MATCHLINE SEE SHEET 15 \ POND / 8' PVC SANITARY ` . -WATER LIFT BOWYER /2' PVC WATER MANHOLE ( TYPJ l \ 6' PVC AIN \ \ LIF ST ATION MAIN (TYPJ rYPJ (TYPJ SINGLETON 40 8' PVC WATER \ 2 II I I I ( MAIN (TYPJ o 1 e s 20 I /2'PVC WATER W II I 39 I II 22 I 3 MANN 41 (TYPJ II' I /9 42 I / _ o I 3 /O/ 8 m o y 4 1 I 23 I I /8 I I I 102 Z Q o a I\ 1 I \ Q = 37 24 1 /7 5 \ 2' BLOW -OFF VALVE 44 I \ \ I FOR FUTURE Q 36 / /00 L CONNECTION (TYPJ h 25 WATER REUSE L a z \ 45 /6 6 WATER MAIN lTYP.1 y F, I 1 35 1 1 / 1 I 26 1 I I 99 / 104 / MAIN (TYPI c EX /S lNG 00, PVC 1 I 1 1 ,5 WAT R WATER MAIN. R0N' \ 46 1 2 7 / / W I VARIE \ \ 34 I O u 27 I \ 1 \ 47 I _ 14 I 98 105 I W - 1 o \ 1° 33 //5 I O I t 48 \\ \ 1 1 1 32 I 29 I 9 I 4 I 97 106 96 107 114 I 31 I II 30 50 //3 I O \ \ \ IDS I I 94 l09 \ \ \ 51 52 53 54 55 55 57 58 59 60 1 93 Q \ \ I I uD lZ' PVC OFF -SITE RE /M \ 73 72 71 70 69 68 67 66 65 ' 6' PVC REUSE - - WATER LINE (TYPJ 9/ WATER MAIN (TYPJ \ \ \ 64 \ 90 SEE SHEET 14B — — — — — — Ji --- FOR OFF -SITE 88 REUSE WATER is \ LINE \ - 37 - I PROPERTY \ \\ 74 75 76 77 78 79 80 8/ 82 I 83 84 POND 70 BOUNDARY (TYPJ Mcnae scats Sieorn� o 8'PVC WATER MAIN (TYPJ s._n_— .�..� ,..... - ... -. ..... ... PVC RECLAIM o < * ,k+ m.. WATER MAIN (TYPJ HOBSON ROAD i (TO BE VACATED i �c BY OTHERS) PROPERTY. BOUNDARY �— (TYPJ ID Number CLEANOIfI' Plan Sheet # Eastin Northin Elevation Comments L ;z I 131 12 mw Plan Sheet # Eastin Northin Elevation Comments 132 12 133 BOWYER tN OUTS 12 SINGLETON 135 12 136 12 O 137 12 2 0 138 12 139 12 140 1z 11 141 12 J s2 11 142 12 m ;; d 93 11 143 12 94 11 144 12 Q oa 95 11 - 12 N w� g6 11 146 12 W� W 'g 97 11 147 12 98 11 148 12 of 99 11 149 12 100 11 150 12 �R 101 11 151 12 Q 102 11 152 12 z R ii 103 11 153 12 I� W wY 104 11 154 12 Q o 105 11 155 106 11 156 12 o o 107 11 157 12 o 108 tt 158 12 0 109 12 1 12 110 12 60 12 U 111 11 161 12 162 12 112 11 113 11 163 12 114 11 12 165 12 115 11 166 12 116 11 167 12 117 11 118 11 119 11 120 11 €� 12 121 11 12 122 11 12 123 12 12 12 124 12 125 12 E126 E a GENERAL INFO ,� 5 � 6 L m�B V " MANHOLES ` Northin Rlm Elevation Invert EN N Invert Elv NE Invert ENE Invert Elv SE Invert ENS Invert EN SW Invert EN W Invert Elv NW Manufacturer Comments N mber # Eastin ID u Plan sheet MH1 It MH3 11 "•TcE� - MI-14 11 _ MH5 11 WE siia,. MH7 11 �a,m ° MHO 12 .rao °., as m, ue.s wwa,m n: a.a,�,.mem b swss a <m,asr. eaw.m 144 ;, maw ti a mas ma 5-2 a M149 9 m*waa +n.senmmmase s.o.man w pn °ar La aw �ml wo ° amaw s MH10 12 �wm rwaa. w.sswa. a rca:me waa� m. Wit 12 <mca.aa nam,.am+a c°v.ms�o<� oe��uw�i.en.cd ui.�m :m.enN.° ve eaoa° ass W12 12 MH7 12 -_ q 12 MH15 12 ID Number CLEANOIfI' Plan Sheet # Eastin Northin Elevation Comments L 131 12 132 12 133 12 134 12 135 12 136 12 137 12 138 12 139 12 140 1z 141 12 142 12 143 12 144 12 145 12 146 12 147 12 148 12 149 12 150 12 151 12 152 12 153 12 154 12 155 156 12 157 12 158 12 1 12 60 12 161 12 162 12 163 12 12 165 12 166 12 167 12 12 12 12 12 12 ID Number CLEANOIfI' Plan Sheet # Eastin Northin Elevation Comments L 131 12 132 12 133 12 134 12 135 12 136 12 137 12 138 12 139 12 140 1z 141 12 142 12 143 12 144 12 145 12 146 12 147 12 148 12 149 12 150 12 151 12 152 12 153 12 154 12 155 156 12 157 12 158 12 1 12 60 12 161 12 162 12 163 12 12 165 12 166 12 167 12 heet # Eastin Northin Elevation Comments LOT No. � MH1 11 131 12 132 12 133 12 MH2 7�Ow YER GLETON 1 tN 134 12 1 _... —.. 135 12 1 MH3 11 1 137 12 0 2 0 138 12 MH4 11 — - - 12 93 11 140 12 94 11 141 12 MH5 11 11 142 12 96 11 — - -- 143 12 97 11 MH6 11 98 11 145 12 99 11 146 12 _ 100 MH7 11 147 12 101 11 148 12 102 11 149 12 MHB 12 11 150 12 104 11 151 12 105 11 MH9 m m Q Q o 106 11 153 12 107 11 154 12 108 MH10 12 155 109 12 156 12 110 12 157 w.i n MH17 t2 11 158 12 112 11 1 12 113 11 MH12 12 114 11 161 12 115 17 162 12 716 MH1 12 163 12 117 11 12 118 11 165 12 4 12 11 166 12 120 11 167 12 121 11 MH15 12 122 i 123 12 124 12 n a Q Y a Q Z 126 12 127 12 128 12 129 12 130 12 2 ~ a Z a W O 0 O a ti 0 a - GENERAL INFO MANHOLES - aE ID Number Plan Sheet # Eastin Northin Rim Elevation Invert EN N Invert Elv NE Invert Elv E Invert Elv SE Invert EN 5 Invert EN SW Invert Elv W � Invert Elv NW f�nufacturer Comments _- 7 aE °E w�noe�s�o�i srsa2 heet # Eastin Northin Elevation Comments LOT No. � MH1 11 131 12 132 12 133 12 MH2 11 1 134 12 1 _... —.. 135 12 1 MH3 11 1 137 12 1 138 12 MH4 11 — - - 12 93 11 140 12 94 11 141 12 MH5 11 11 142 12 96 11 — - -- 143 12 97 11 MH6 11 98 11 145 12 99 11 146 12 _ 100 MH7 11 147 12 101 11 148 12 102 11 149 12 MHB 12 11 150 12 104 11 151 12 105 11 MH9 12 106 11 153 12 107 11 154 12 108 MH10 12 155 109 12 156 12 110 12 157 w.i n MH17 t2 11 158 12 112 11 1 12 113 11 MH12 12 114 11 161 12 115 17 162 12 716 MH1 12 163 12 117 11 12 118 11 165 12 4 12 11 166 12 120 11 167 12 121 11 MH15 12 122 _ 11 123 12 124 heet # Eastin Northin Elevation Comments LOT No. 131 12 132 12 133 12 1 134 12 1 _... —.. 135 12 1 136 12 1 137 12 1 138 12 1 139 12 93 11 140 12 94 11 141 12 95 11 142 12 96 11 — - -- 143 12 97 11 144 12 98 11 145 12 99 11 146 12 100 11 147 12 101 11 148 12 102 11 149 12 103 11 150 12 104 11 151 12 105 11 152 12 106 11 153 12 107 11 154 12 108 11 155 109 12 156 12 110 12 157 12 111 11 158 12 112 11 1 12 113 11 60 12 114 11 161 12 115 17 162 12 716 11 163 12 117 11 12 118 11 165 12 119 11 166 12 120 11 167 12 121 11 122 _ 11 123 12 124 12 125 12 126 12 127 12 128 12 129 12 130 12 ID Number Plan Sheet # Eastin Northin Elevation Comments CLEANOUT LOT No. 131 12 132 12 133 12 134 12 _... —.. 135 12 136 12 137 12 138 12 139 12 140 12 141 12 142 12 — - -- 143 12 144 12 145 12 146 12 147 12 148 12 149 12 150 12 151 12 152 12 153 12 154 12 155 156 12 157 12 158 12 1 12 60 12 161 12 162 12 163 12 12 165 12 166 12 167 12 Plan Sheet # Eastin Northin Elevation C mments NOUTS 4 CL BOWYER SINGLETO �` .b GENERAL INFO Plan Sheet # Eastin Northin Elevation C mments IIIIIIIIIII��IIIIIIIIIIIIIII'- ---IIIIIIIIIIIIIIIIIIIIIIIIII'_IIIIIIIIIIIIIIIIIIIIIIIIII,-IIIIIIIIIIIIIIIIIIIIIIIII■--- ®�IIIIIIII'- -IIII--IIIIIIIIIIIII_------- IIIIIIIIIII�' �� -IIIIIIIIIIIIIIIII_-IIIIIIIIIIIIIIIIIIIIIIIIII,-IIIIIIIIIIIIIIIIIIIIIIIIII,-IIIIIIIIIIIIIIIIIIIIIIIII■--- ®�I- -IIIIIIIIIIIIIIIIIIIIIIIII■-IIIIIIIIIIIIIIIIIIIIIIIIII,---I---- IIIIIIIIIII�®_- ---IIIIIIIIIIIIIIIIIIIIIII.------- IIIIIIIIIII��- -IIIIIIIIIIIIIIIIIIIIIIIII■---II------ IIIIIIII�-®- --_-_IIII--IIIIIIIIIIIIIIIIIIIIIIIIIIII,--- CLEANOUT 0 731 12 134 12 135 137 38 12 72 141 12 143 12 144 12 12 147 12 tas 12 t5o 12 153 12 155 156 12 12 158 1 60 X 12 167 12 ID Number P Plan Sheet # E Eastin N Northin Elevation C Comments VALVES Plan Sheet# Eastin � Northin Elevation Manufacturer Model# Comments FKOR4NT5 e Model # # of Turns to Close Gear Actuator Gear Ratio Side Actuator Actuator Manufacturer Comments Number Plan Sheet # Eastin Northin Elevation Valve T Main Valve 5¢e Valve Manufacturer Valv V I BOWYER SINGLETON 0 0 Rol J m o HYDRANTS Q _ I a I uz ID Number Plan Sheet # Eastin Northin Elevation Mai Fittin T Comments a ✓ ° 4 .. - TINGS WM FIT �I W n _— ; s -- W I O I O I V - I _W TER MAI IONS i �TT - GENERAL INFO I - — n2 ° E awry e� a) - - K��a<� -t no.�ao a e<r ID Number Plan Sheet# Eastin � Northin Elevation Manufacturer Model# Comments FKOR4NT5 e Model # # of Turns to Close Gear Actuator Gear Ratio Side Actuator Actuator Manufacturer Comments I I I I I I I I i I ID Number Plan Sheet# Eastin � Northin Elevation Manufacturer Model# Comments FKOR4NT5 FITTINGS ID Number Plan Sheet# Eastin Northin Elevation f�In T e of Shot Construction Me[hotl rvgterlal Pressure Class � Manufacturer Comments W. A'.�INS I ------ --------------------- ---------------------- --------------�------- --------------------- .---------- -.-- -� V& BOWYER SINGLETON 0 0 x � W E -- ----- m Ql °� g - - - - -- ------------- N - '3 Famm W a ------- - - - - -- Q Y F z FITTINGS ------ - � R a ID Numher Flan Sheet # Eastin Northin Elevation Ma a Flltin Conerents W w w w.M: RTnNGS Q Q 0 ------ - - - - -- Wo o _ m o O tz U GENERAL INFO I HP €5 Y.w 7 FSE•fiE rc V" v o lftlival5co11 51<mrna fbriEV Rv9 pas eemaen ex E ry�mv w we sk uro>ar rmax�weme ammmmanwemeacoma�muvn amc- _ la aecn may�gve adgw POV^n( � OCn+v as olµpe one can (amr�aeawca imm mmamaV a ee amqubrede me w m b Wl ema � eaa eM+ Gmic6n mW p mW ao uMw[vMi tlx mcaalsvml anFw plmmc;yup vmly smgm Naa ------ --------------------- ---------------------- --------------�------- --------------------- .---------- -.-- -� -- ----- - - - - -- ------------- -- ----- - - - - -- ------------- ------- - - - - -- ------ - - - - -- ------ - - - - -- o Iar zar TYPICAL SERVICE LOCATION AT LOT LINE NOTES: I. A UTILITY, DRAINAGE. ACCESS & SIDEWALK ES r.IS DEDICATED OVER ALL HOA TRACTS. 2. SEASONAL HIGH GROUNDWATER PER ANDREYEV ENGINEERING, INC. PROJECT No. GPGT -I3 -0039. DATED MAY 3. 2013. 3. ALL EXISTING UTILITIES TO BE FIELD LOCATED BY CONTRACTOR PRIOR TO CONSTRUCTION AT ALL POINTS OF CONNECTION AND AT ALL AREAS OF CONFLICT. CONTRACTOR TO USE EXTREME CAUTION WORKING AROUND EXISTING UTILITIES. 4. THE CONTRACTOR SHALL INSTALL. AS PART OF THE INFRASTRUCTURE AND PRIOR TO CERTIFICATE OF COMPLETION. DROP CURBS AND HANDICAP RAMPS AT ALL INTERSECTIONS OF THE SIDEWALK WITH THE PROPOSED PAVEMENT TO MEET CITY OF OCOEE AND ADA SPECIFICATIONS. 5. REUSE AND WATER METER BOXES TO BE SET BETWEEN THE SIDEWALK AND CURB AND OUT OF DRIVEWAY, 5. CONTRACTOR TO ENSURE LATERALS WILL NOT IMPOSE CONFLICTS WITH DRIVEWAYS. 7. SEE LANDSCAPE PLANS FOR FINAL SIDEWALK LAYOUT. S. FOR UNDERDRAIN PLANS SEE SHEET I3A V� BOWYER SINGLETON O R O 0 0 y o� ¢ 5` N _- Q W i - O W a O � O O H V LEGEND C�II EXIS /NG PROPOSED ' 9AN?MY SEWER SYSTEN —O— STORM SEWEF SYSTEM � �� WATER SYSTEM —�— —�� ¢ +— F � /. J ( F /FE NYOFM'T Now FORCE NAIN -- -�I BOWYER SINGLETN O 5223 0¢ CONNECT TO EX. 8• FORCE MAIN 5TA /8•Ct7DO. CIL W� 5224 m ` 5222 5TD. SAN. NH. STA 199135. CIL- i SEE SHEET 14B FOR CALLOUTS 5TA 15.80DO. CIL a, sr 5 M H 6.00' R7 " 2 ' I 5T0. SAN. uH. 6' P.V.C. UNDERORA /N 196' -8' PVC o 350% -- -1 W " . KEY Nl" i m 3.50% Y � STA 20.0335 ST fE 1 < _ r v b A 24 ,37.66 fSTFEET CJ k i U ED 2 I' i �" N 25 �z N i3 S EE REET .0 PJ.EOUAT /ON STA /O.00DO !STREET .I_, _._. �- / ,, D247 STA 19.6364, RT, �W 4 fy su w - STA /495478 lCLARCONA-000EE) _ TYPE 'P- 5'INLET ET `L Y , 1 2' R.WAI. METER � m i 181'-15' RCP B 3.75/. 164'-/5' RCP C 32/% Q� a PWATER D246 QL 2 e D245 ' SERVICE STA le 975 STA 14.70DO. 9 75 RT. TYPE "P - 5' INLET TYPE P INLET X IN FOR SHEET E T I 3A A/N PLANS SEE SHEET / W 150'-15' RCP 329% D245A o P STA -P -5- INL X1. 'P- 5'ET TYPE ET W STREET "A" NOTE: PAVEMENT 17'WIOE W 125'RADI/- U 15d V.C. R - 28 f� k R-36 p O O Yl o m 7 pp� _- EXISTING GR OUND I d � W �P dN 1� _ 71., Top Iz0 50' V.C. /20 m /20 �I� �—� W S222' Top /nee '\ PROPOS W ~ J D245A O ED T'1 m (C PRFIL/L PVM NE IL /15 _ -_. EX /STING - 1NV. 11624 1- s• roP usn _ Ryp GRADE L - I n d i d d - II, //5 Y E a SHGW � � h � Y e fi D246 o' rOP /0693 ' � '> J J //O ads b flo \ � /NV. Nl s• TOPOG �� a s.•� ,s •zF �5 5li0 7\ m JS� \6 105 ...... _. " - _ _._... - . .._ \__ __ _.. _.. _. .. - . .... � .� • L INV.Il09J5 9890 \\ W II SE�y S224, TOP 9772_... /00 Y fi = 4 lOO 36 _� - -_ _ - -w -z2: o , M _ 9ers1 J2. Y 1 6 , ' 95 95 _ _ ___._ '.. __ _... -. __. 98 --NN1 m I I b abr d. R, NvMVr S: I ' INV. 9433 1 -sl .•rt u. x�. .. I I I /1J0'SEPARATroN Ini f R SY, INV'9259IW1 9O 90 _ ..... _. /NV: 92!2(51 51040 NV. . 24 IW. " OEl /0.00 /POD 12r00 13.00 14.00 1500 16.00 17.00 INV. can !8•;00 19.00 20.00 LEGEND OESCFIPrION SANITARI SEWER SrSTEAI � Ex /ST /NG vROPo5E0 � m sraRU scwER srsrEU warER ssrEU FIRE RYORANT � —�_ - - _ 4_ �_ LIS ELISE SYSTEU —p — _ 0242 FoncE walN FlG nr aF war - - - BOWYER 1 5 15.70.00. 975 LT. D243 D244 - SINGLETON CONNECT TO EX. TYPE 'P -5' INLET STA. n•6000, 9.75' LT. 5TA /33/72. 9.75' LT. 'P- Q O ll2' CP @ 3.65% TYPE 5'INLET TYPE 'P- 5'INLET 20'WATER MANN l5'R SEE SHEET 1411 PI. EQUATION FOR CALLOUTS D24/ — - (73' 15'RCP v 2.95% x' O STA /0-00 (STREET 'B 5TA /4.5000. 935' LT. TYPE 'P -5' INLET /89' -15' RCP @ 3.75% T � v � +'] W • 5TA /43 0515 (CL NA N2CO I n ° 1LL.1 J: 11 N m.l n j \ . N 1 /l i > 5TA /9.70.79 (STREET 'B'1 PSTA. M 9s 23 rIL-1 (STREET 'C) —�'r y� - ✓� a o o � — � sa � --- y loll �alll 979LF -8'PVC FORCE MAIN SEE SHT 1 No. 25 STREET "C" o�j� Y (65'OFF C /L) CONNECT TO EX. �J 8' FORCE MAIN 6' P.V.C. UNDERDRAIN FOR UNDERDRAIN PLANS Q- SEE SHEET I4B FOR CALLOUTS SEE SHEET 13A Q o STREET "Bl ° 0 NOTE: PAVEMENT 17'WIOE W 125'RAOII. W _ O ti U 50' V.C. R-36 R -35 R -28 ' Iq W P b m m o - . - m WO_. .EXISTING GROUND In N cnO 30 Oti` 'Q�w tiN� d s x Q- 4j aw m0 Ex. g F,M. D241 P ^O ai 125. — ( 6) oS, N 50'V.C: y 125 _ W W PROPOSED \ PROF /LE qj m I- 120 -.. -. -- (C/L PVMTJ GRADE. LINE 0 m °' 120 \ D24-1 \ - 5 N.1n12 \ SJ J - S =ass a aw aw •Sop. llO IhV. l/363 \ .0243 � C m ° E Pw //0 INV. //l2 S 'p'a \ W aLVESE "t vL /05 \ \ D244 0 d EX __ M1 a /00 SHOW o INV. l00 wcn °<re<ou s<a�< o,eoz 95 m - - - - _ - -/w sEPaaarloN 95 . 1- 957411 (F A/. OVER RlYAIJ cFCVEv 1N✓. 9328( B'1 ( -5J 'AT IN✓. 9326 ;_KY 1000 /1 00 12.00 13.00 1400 /5.00 16.00 17 /8.00 l ar.�c i 20.00 FORCE MANN STA f025m END PUNT. PLUG VALVE W/5'STAB BASE PAST Er. b DEAD £NO BARRICADE 1153LF -6'PVC FORCE MAIN (25' OFF C /L) 0240 ENO SECTION STD. 2' BLOW-OFF VALVE D207 1152LF -6' PVC REUSE WATER MAIN STD. M/T. pV 85msPLASH PAD . W /6' G.V. STA ro•4455. 1325• tr. TYPE •P- 5'INLET !2I' OFF C/LI PJ.EOUATION 'C.) BOWYER 5205 fOROPJ S2O4 /58'-8' PVC 5rA 11.6820. C/o- 21/'-8' PVC O 0.40% /23'-36• RCP 0 1.00 /. -. STA 20.66!2 !STREET • sra 26b696 fSTREEr •PJ STD. F /RE RYD. W/ GATE VALVE Assn. rrrP.l 4 ,,. t SINGLETON A 0.40% STA S•I171.CIL sra la•rom Ca . _ _ sr0. SAN. NH. D. SAN. NH. - !2/' RCP $207 rOR0P1 FORCE MANN STA 13 6om ciL- D239 _ s208 266 STA n•OOm. 6A(1' Lt. -8' PVC m 0.40% S22O(DROPJ 'STD. 1 ' - - OJ2% - P - A/R RELEASE STA 137705. B33' RT. VALVE STA 16.72.45. 1325 LT. TYPE 'J-6• fNLET 6AN. uH. STA 20.66 [J O ` \ i.... STA SAN MH. B PVC Q 040/ STA2 •O6 CIL STD S AN. NH. ` IIII I_I li ✓I O - .. PVC R 040 3/9' 8' / - � . 1 __ \ $209 6DO . n. ___._ - . - �-...._ " -' ' 27_'. -36 RCP - O OA8/ STD. S AN MH q ` 22 _ ) T 19( 24' RCP SEE Sy7 (TRACT Cl _ x bi ; u BY -PASS ST REET Al F 9 SEE $HT. No 50' 007 g a W 3 /SIGf 4CONC. S/W RAMP STREET E' -- -N -\ -: 5 EET O" - �O W /HANDICAP 0208 PI.EOUATION 'Cl 197 /9 79� STA IP4455. 1325'RT. P.I. EQUATION 'P- STA 1/•6820 !STREET 'Cl STA /!•7/10 !STREET •STA /3.802!1 !STREET 'E'1 196 2/6' RCP A 0137 Y ZIP ` TYPE 5'/NLET • STA/9•N7 /!STREET 'F•) OJ2% D236 D236 Q 4 R 159LF - 12' PVC WATER MAIN 169 - 30' RCP o STA 16.7245,1325' RT. 130' - 30' RCP m 0.37% STA 2 5 (21' OFF C /L) D2// TYPE '✓-6' INLET R r. 5NLET f� STA 12•/657. /325' RT. TYPE 'J- 6'INLET 0237 STA 18•00m. 60' RT. TYPE '✓- 7T'NANHOLE LEGEND It DESCR/PTroN fxlsr/NC PROPoSEO yWj o BLOW - OFF VALVE 38' RCP C OJ27 99OLF - 8' PVC WATER MAIN _ W 112'G.V. (2 /'OFF C/L) SAN /TARP SEWER SYSTEM 0 STORY SEWER SYSTEM � � - WATER SYSTEM "C" F M DRANT _ STREET REUSE SYSTEM EIJ U NOTE: PAVEMENT 24'WIDE W 125'RAD/l. Pol]cE - RIOHr OF WAY /00'V.C. l00'VE. 200 VE. R -26 R -27 {� w Ln s P __ - - -'_ Q . N WIR� VIO NIN�W �� s O J OO O ra O ¢ d WJ aJ Iaaa ?J__... `m0 Id �W��W. - �W�n �W _ /2O /20 �mW >W InW �W to t0.W VIWW _ _... ___- - W _ - � I I PROPOSED PROFILE I' 1 9 9 m In $ (C /L PVMN o 0 0 o Z $ ° 6 S o GRADE LINE //5 m //5 TOP f09Z1 ` EX GROUND E I _ ._. -... �- -, ... 0209 I ._. -__ J_ __, -.._ - $207rOR I J W J J W D237 W W W W w 0207 02 TOP 1099! TDOP�D211 W W W T OOP�075 i4 t i o TOPS IOB .ice 9l /109 ARV D2 /5 ! 0238.0239 5209 1 0236 $220fDROP1 //O .5204 TOP n FNJ TOPS ro726 TOP /07.44 /TOP 10890 _ 70P I/D884 � _I = 1/O TOP ro8BZ - _ WI - -! 1050/. _.. W _. _ _ _ _ -_. ... s �° _ - C J- ( J /A9 /. ` TOP /0694 ( 10.50 /. _ ' - 5' llA'SEPMATgN � WNJ I /DO' SEPARA lWII.OVER R T/ON to � (SM'.OVER 2WM16 R3NMJ6 FJI. _ / B•WAI ./ 6 'R.WN A. /6•F fi . � l6'RIYMI 6• FN. _� _... I lOS � 105 _ _ _� � _. \ ___J.50'SEPA/TATION � � _...... I ._._ -.. - __ . _. _ �S E a ij /DO' SEPARSM' INV. 1097536'1 W SfPMATION 1 S f5l. 0✓ER SAN! 13P RCP P 3 P RCP . RPP �RlYMJ R P -dam - -- �r 3a:: /hY. Dos'( 56 l66•SEPARAANJ fST.OVER SAN! 3P RCP /NV. N)IJT. C __.. J /OO N ^ 100 /NV /O244fN1 I SEPARATAJM � 12! INV. _._ -- - . _ .. . -. _ _ �.. /NV 100.40 _. -_ -. to /NV. 10090 7 1? S E fi I S P 1 /N 78 /NV. I 6 IOd SEPMATION M1YY OVER STJ 109!7 I N V . 997B�az,) ( 6 _ IN . lO /Z6 b �fWJ _ \ e ! 9. J Y /NV. IOL 7(51 3PJ 04ro2/ /NV ro /9 /(WI /Sd SEPARATJON ST OVE ANJ INV. 9952102381 .._.. _. _ - _ _ -.. _ _ \ _ - ... __ - 95 . _. ._. INV. rol7f(E) __. __._ - INV. 98J0•E) _ "'IhV. 9950102391 I 1NV. 9652(EJ NV. 95 E /NV. 967NE1 /NV. 951J7(Ell Iii EX /STING /NV. 9992l3PJ fNV. 96233IE) 90 K S orl 5tea.m o 9O _ SRGW / Tar exS]eozK 5.. \ / 85 ocr[ u, Air �o 85 - INV. 85231 1 rmrcr w. roanw..m� 10.00 11.00 12.00 /.3-00 14.00 15.00 16.00 , -00 20 %00 2 / 17 00 18-00 � STD. 2' BLOW -OFF VALVE OA W /6• G.V. SS-B• R✓C c 0.40% - 224' -8' PVC B 0.407 S249 5251 ' ��_ O p 995LF -6' PVC REUSE WATER MAIN (2 /' OFF C/Ll STA 30.55 -05, C /L- 5TA TD. S IO.00.�. c/C SAN. MR. STA 3/•201p. C/L ST0. 9AN. MH. ' " 5250 \ 97ILF -6' PVC FORCE MAIN ss' z4' a 0.13% s Amaolz.c/ BOWYER zs'OFF c/u STD... SM H SINGLETON' S� P�G� - 149' -S'PVC m 0.40% D253 D250 D276 D28/ STD. MIT. ENO SECTION STD, W1 ENO SECTION W /CO NO SPCASR PAD W /GONG. SPLASH PAD ' ST0. 31-55.72 ENO P✓MT. O N STD. MIT. ENO SECTION STA9ST 25.7858. "A" RT. "A" RT W/CONC. SPLASH PAD TYPE 'P-7� T'MANHOLE INV. 85.00 INV. 85.00 /N✓. 85,00 � - W /5' STAB BASE PAST E.P. & DEAD END BARRICADE p - 73'- 24'RCP ® 0l5 %- S239 _ _ D27 STA Z76BD5. 36D0'LT = 2 COW STD. ' B -0FF VALVE Y NJ F1P AP - 308LF- 4'WIDE 4'CONC. S/W - ST A 2J- 5H.42. C /L• D252 STA /0-00.00. C/L TYPE 'J- 7T'MAY'OLE ,- = -' 2961.8' z .- g N -" ,.. W/B'G.V. < W/HANDICAP RAMP !TRACT BI \ STD. SAN. MH. STA 24.8811. IJ25' LT. " 192LF- 4'WIDE 4'CONC. S2_ \ - TYPE - P- 6"INLET 5 228 .@ POND lD �' m .... - S/W W /HANDICAP RAMP m j STA 22'90 -00. C/L - - -- STA 25.8698. C /L- (TRACT O) " + { 0271 c i 65' - lO' PVC (v 0.40% W n STD. S. MH. AN ,Jy�� c� " STA !0.00.00. `.' Y . _ 3 STD, SAN. MH. 27' -24' RC cq 148'-6' PVC t] 1.007 - " 5224 _ C \ F / PJ. EQUATION .- - �S� '� STA 3 (STREET 'C) 5 • STA IO.00DO !STREET 'J'J ~ Q STD. FIRE WD. W/ D244- 3 4 o s GATE VALVE ASSY. (TYP.) /O 4/' l8' RCP 2.26 % 0 5 5 100 �� F - - o - - /02 0279 STA 30•//-07. 1325' RT. I Z^ S' PJ. EQUATION STA 237 /84 (STREET 'Cl "_ T o�� - ET TYPE 'P5 'INLET f) d I 5 _ - STA 19.7019 !STREET 'B'1 s+, 9.� gsn- -'' � 0 0 N ]e+ �� 9j '"*' 1 z5 rP _? IG/ 0274 - 27' -24' RCP R OJ5% 2 W 5T IF- 4' WIDE ICONC.S/W "+so seaz s/. g]�e SFF !- - rL \ NO. 3 D280 STA JO-MO7. IJ25' LT. LEGEND Q +' 96' - l8" RCP ® 3.00% S - !TRACT TRS JI N r• S .r TYPE - P 6 J )TRACT E) y 247 T F G A 5 E R E E 1062LF DESCRIPTION EX /STING PRO W < ° Pi. EQUATION 'f' - -\ "... - T a (TRACT - - S -6'PVC WATER MAIN sAN/rARr SEWER srsrEM O O & STA-24-37.66 (STREET 'C') 2 G1 ` -A•1 q' 2 - PJ.EOUATION (2/' OFF C/LJ STORM SEWER SYSTEM O - STA 20.0335 !STREET -- -- - SEE SHT. NO- l STA 27.58.42 (STREET 'CI - STA 10 (STREET 7 F) WATER SYSTEM O 53'- 24'RCP @ OJS% ST REST 162LF- 4'WIDE 4CONC. S/W F /RE NYORANT 4_ PJ.EOUATION W /HANDICAP RAMP REUSE SYSTEM �� H D25/ 5TA 25.8688 !S 'CI STA 24.88 -5 1325' RT. • STA 10•OODO !STREET 'J'1 FORCE M - - O TYPE 1-T LET STREET C I RIGHT OF WAY 94' 15'RCP @ 032% 156LF- 4'WIDE PCONC. S/W W /HANDICAP RAMP NOTE: PAVEMENT 24'WIDE W 125'RADII. 200' V.C. 200' V.C. 150 V.C. 100 V.C. R -28 R -41 11 R - 44 N M hot O h Out �O ul N "l "�ulN O r; b0 � b 00 h 4ht � 2 - O N o b N N of �g M b tp d dp ~P hh .Vl_ O]'1 0 otdut NOtt) •u1 mot __ N._'__ Q QO O� P ul of tp d"? 'N �n .h Qb O Q ul ^l0 O �]d Oh d O O ul utSm !: Iri ui Hh dairy Hof �h dNh N '�h dOh �h Nei I�b h� VI iD dOlp U h� M,i 1riN daN Qtp r%1Wnj i O N ti v �w �W �"d '^d d ti �^d v d hW �� ,ti ha ,h '0 1 , ti .I"d v d '^d ha�W d0 ham • w w w atnW 4W WV1W _. W�nW 4W �n2 4W WW4�nW 4W 4W �n�WW 7t11W hWW //0 p b O `4 h m M b O ul O m b N nt N O ki < \ TOP 10257 p O o m m m m m m m m m N m m 05 D2 5/•D252 0 W / R6 9 • W W W W W W W W W W W W ` " �lJ �\ y, W W W PROPOSED _5228 PROFILE 6 5224 TOP 9735 (C /L PVMT.1 c 100 - -- - - - -... \ -°+. _ TOP wT2 D25D 5239 GRADE LINE -. -. - - - TOP _- - -- - - - - -- -. - /00 981 35 2 TOP 96 D 275 $ - - _ ( X150'/. - i TOP 95 Lu �OaC- TOP 9 S250 95 ¢ d _ TOP O 92.75 - o00 / / 51 - Is•RCP RNM. wER RY/M.& sANJ a'w (.10,Sp% EXISTING GROUND - INV. 94J7ffl e , ry � 6 ., p � 90 N .94A7(El 1 SEPAR RWMJ INV. 9159 (FM. wE � W 3 INV. 9259W1 lN✓. 9/9/ a ___c. SXY SEPARATION_ ( (WM. wER STJ � (p - ` -.... 9O ° 24' INV. 9212151 INM. 9/.42hYJ lN✓. 90.) 1W. 8524 INV. 92,92( lN✓. 88D9 /Sd SEPARATION IW. 87BI(EI �� BS J !SAN. wER STJ lNV. 879((51 N BBDA025 /J l (ST S wER SANJ 8 S . IN✓. B9A5(D2521 /NV. 959 10I -- o�E=„ INY. 9511 e,�l lSb SEPARATION 85 wER SAND ° INV. BSD3 /N✓. 8552lD2T9 #18'1 EXISTING 80 SHOW INV. 8512029#24', rNV. 85 .0802801 -- - -- lN✓. B /9 /(5J f•a. un Q 5 ]642 INV. BIA21E1 /N✓. 8059'51 75 75 /N✓. BOB6rs, c.�c.EO ... -- IN✓. �6AIXW1 22.00 23.00 2400 25.00 26.00 27.00 28.00 29.00 30.00 3h00 3200 -- � Iflllilll �II _ 1 � VVV ' II V �4 954LF -8' PVC WATER MAIN °223 80WYER !2 /'OFF CIL) ST0. 18-7/65. 1325'LT. C 02/8 TYPE 'P- 5'INLET ' I � i - SINGLETON STA 13-7778.1325 LT. TYPE 'P-5' INLET 5211 D220 STA 19.1800. CIL 52/0 STA 149000. CIL STD. SAN. MH. 5 /6.3594, /325' LT. TYPE 'P-5' INLET ,52/2 D. SAN. MN. LY p sra /2•C000. ca 270' -8" PVC v 0.95% �� DO. C/L III _ - m - STD. SAN. MH. 270' -8' Pvc O 0.40% 0. O wC ` KEY MAP W 166 154 155 156 157 /58 159 160 /6/ 162 163 � �y T k 144 I $ ` _ - - _ m D.3z•. J Q S S 1. _ - _ c Lo!) 143 75'- 24' RCP m /33% H 27 1 ( - /5' RCP n RCP 126 W o i D201 D202 y o p32% ®40.417 D224 aj / W y u W SEE SH7. Na. 29 /36 a1 /35 /34 /33 /32 /3/ 128 127 STA 18-93D6. RT. 0 y. r � '� 1 � `l Y STREET 'F' 138 137 1 /30 /29 TYPE 'P 5' /NLET 273' - l8' RCP 0.497 1�2 5 RCP J� = R D219 a D221 PJ.EOUATION STA 10.0000 (STREET '17) STA /3.7459. /325' RT. STA /34459.1325' RT. TYPE 'P-5' INLET B • 5TA 12.1785 !STREET 'F'1 TYPE 'R5• INLET °222 5TA n40.73. N.a RT. LEGEND o TYPE 'P-7T' MANHOLE W STD. FIRE HYD. W/ GATE VALVE ASSY.(TYPJ 946LF -6'PVC REUSE WATER MAIN /25' -l8' RCP R 0.63% DESOR /PTgN EX /ST/NG PROPoSEO O ° (2/' OFF CIL) SAN ?ARY SEWER SYSTEM -o- 0 STORM SEWER SYSTEM � �� WATER SYSTEM STREET "D° FME HYDRANT NOTE. PAVEMENT 24'WIDE W/25'RAD /I. REUSE srsrEU �� U FOE.CE RgRT OF WAY - lsa vr. R -33 R 34 II z o `a g b 0 1 I qq � o ...... ....... nl �w /45 �.W W W ! - -___ -.:. -.. I.W - ......... _�____p_ - -__ _ ''._ '. ____ -_.... _. __ _. - - -. PROFILE/. Z GRADE N W m i ~ /40 140 .... EXISTING li GROUND .- _...__ D22/ 13353 ..__- _.0222 T OP I32.T4 .. .5213 / J J J TO 13 IC I 5210 D2I9 TOP 13567 TOP /3490 3018 S211 TOP 13469 TOP 13432 D2 �.... 52/2 W W I .3224 TOP 1336() TOP /3 TOP 13221 ', 0 s g (•1050 % /35 _... - -- OSO .3223 V , /.J5 l5 %' TOP 132.4/ Y 5 x /5 P RL W� - g' WAIJ6'RiNII. ri RCP / RCP L�� 5 /Jo ` - I 1b 5EPARAT ONE _..._ - B' RCP /B' v 1 � € .: M1Y- V.OVER RJYJf.6 STJ a 6J Ihv. 13033/.32/91 `'. � RCP /eROP - U ...... NV. 1283 /M/.' :1 9971EJ 2 I /NV /2963!18'1 / NV. 130.421.32 /25 ' E 125 tn /n lN✓. I27aorw /Ny, '12913fD220� _ INV. 12B29f18'1 _ _ _ .... - . _ _�J_ .- h B SEPMATgN /NV. /27JIXEJ 164 RATgN INV. 12622(WJ /NV. /Z194fD E (ST. OVER SAND STOVER SANJ /NV. /26J2fEJ 1.50'SEPARATgN 3p EXISTING /(ST.WE 129041.32211' 15T. OVER SANJ a /NV.INV.,12G.41/241 1 120 /20 __..- _. -___. _- -. -.- -_..- _ - _ -.. _._ ___ _ INV. NE ME IN I2531 Mdw 5 a:9` . 115 115 _ . 5R , r : rcw[ r ao ¢rtti ,00 /1.00 12 +00 /3• 1 00 15.00 16.00 17.00 18.00 /9.00 V 6 17LF -B'PVC WATER MAIN - A BOWYER 21'oFF c/u SINGLETON sz/8 Q STA 22.6273. C /L- s219(OROPI /5T - 8' PVC o 250% STA "e; , c/L STD. SAN. MH. - - PJ. EOUATION STA 24'20.01, CIL O STA 22.6273 !STREET '171 STD. SAN. MH. - - -'- STD. FIRE MYD. W/ • STA 18.90!3 (STREET •Gl 186' - PVC ® 2.50% O GATE VALVE ASSY.(TYPJ �.Y Nl" - 66'-30' RCP 268' -8' PVC o 2.507 0 ® 136/. a 190 /9/ c 52 14 STA /9 -9340. CIL STD. MH. STREE oz32. 1 N 167 _ 0236 m _ 7z' -B^PVC e o.78z 166 \ D231 - I J Q Q O - ' 77 OO N zs szzD� " V ' ZI 122 5TA 2 6 .06% !STREET 'D' � P� Q _ • STA 20.66.12 !STREET 'C'1 0 SG 100' W V �,( /J9 /lB I D (TRACT Ol Y ^ v �qe B I /27'- O ` 3O'RCP7 �v S STREET N � 4 D225 - /22 /52'- 24'RCP Lj W STA 196040. 9.(b" RT. 'P l32' RCP ®1.30% D235 LEGEND TYPE TT'MANHOLE - 123 D233 STA 25.66b2.1325'RT. 7/' - 24' RCP @ l.4 /% 124 5TA *J-5* RT. *J D234 TYPE J -5' INLEr OESCRIPT1aN F PROPoSEO W /32' 24' RCP 0 124% TYPE ET INL STA 24.3540. 940' RT. SAN/TPF/ SEWER SYSTEM — � p D226 TYPE V -7T' MM'HOLE 695LF - 6' PVC REUSE WATER MAIN STGRU SEWER --E. WATER ST0.20.20b2.1325'RT. D227 (2/ OFF C /L) SYSTEM - p TYPE 'P- 5'1NLET STA 2/- 5072,1325'RT. TYPE - P-5 FIRE HYDRA? REUSE YSTEN ¢ _ _+ —o STREET I'D FORCE uaN U NOTE: PAVEMENT 24'WIDE W 125'RADII. RICH( of war /50' V.C. 200' VG. R -31 h ^ ^ t\ N m O N O N m m _. W 4j mN N N N hmp �m dNm N I�� N 0 w a W 0225 U d '�w so'vc. d e 35 TOP 13 /z aw w w w a�w - �_. 52/4 bm =0P 130.76 NO O O P P D226 — v hi N 30 TOP 1302] \ D2 N N N N N N N TOP 12734 dm . I d -_ 30 m W W W 2r \ 5218 PROPOSED 25 /244z _. PROFILE a W CL W 4 W /25 D2 D233 (C /L PVMT.J - \ TOP 122.43 GRADE LINE 3 ° 1 Q a 120 II INV. -3 ; 0 W_ 1 - 12475151 122.40 q , -... m ? 5219(OROP) ,y /2O a 5 n v I . /N✓. IW . lN✓. 125.41 /24.47 /NV. !2096 a�. TOP ` - IW 1 /NV. 12136 !/8'1 p D234 �� °o ° E 115 lN✓. 118.43 � TOP 11641 " - ... 1 `V /N✓. 116/715) TOP 10 .75 IN✓. I14371W1 I1421(N) 3b RCP s22 OoROP) a r ^ G TOP 10884 _ - � 1NV. 1163 lN✓. 116 15 1 1 1w. IlIJO //Q rc a o ° e IN✓ /1D.34l51 3 W ( `� 05 l INV. 110.4 5_!15 . 1 m b NV, /09.45 3O'RCP _ -. -. /O5 an sleorna a Eor Ea5Ei603 "men a Q \ /Gd SEPARATION / EXISTING El R. d SHGW IN✓. 103.14lNI o �[scveo .- soi, „s /00 INV. 10494 � \ /5d SEPARATION 1ST. R'ER SAN. /00 lN✓. 10322 - „ EXISTING GROUND -� \ I'n_ /oz47r3o1 IN✓, 98.49!51 lw. 9517!,11 (in.nn �I_nn IN✓. 9547lEI 160'-/6' RCP O 3.007 L335LF-8' PVC WATER MAIN f2r OFF C /L1 STREET "E" NOTE: PAVEMENT 17'W/DE W 125'RADII. 1 419LF -6' PVC REUSE WATER MAIN aN in b ' III f21' OFF C /L1 1 _ � Q � a 464LF-4'WIDE 4CONC. SYW _..�� 5206 BOWYER W /HANDICAP RAMP 50'�A SINGLETON STA N•80A0. CIL 198'-8' PVC o 3.50% b �IIII Ili - \I STD. SAN. MH. PJ. EQUATION STA /3.8020 (STREET 'E'I D217 0 J \ -j J w 3 STA /3-7 /JO (STREET 'CJ STD. Mn. END SECTION - (TRACT C1 1 I WVCONC, SPLASH PAD l \ a \ INV. 65.00 s ¢ I \ l \ D2/ PRO POSED 178 m a hw �W h s u /25 ' POND 20 PJ.EOUATION 'E'/ . __`. _M - . _. _ - (TRACT DI STA ro•OOAO (STREET - STA 11.3692 !STREET 'C1 Zh � 5R /77 5215 _`'�� Q� CL 1 ',. /04' - 36' RCP to /.007 No• 3O 179 180 \�\ ` 181 182 SEE SHT. No. 24 0216 'C' ,q e SnTfi G 4qqq STREET STA /393J3. 5OJ8'LT. T76 5 SCRE LEGEND D2/5 TYPE 'J -M MANHOLE 0212 69' RC OESCR /PTpN STA /3.4/84. 973' AT. 88' RCP 0 0.08% STA 11.80D0, 1325' RT. 3.007 O TYPE 'J-3'INLET TYPE 'P-6' INLET U 120 129'- 24'RCP m 2.007 160'-/6' RCP O 3.007 L335LF-8' PVC WATER MAIN f2r OFF C /L1 STREET "E" NOTE: PAVEMENT 17'W/DE W 125'RADII. 1 C )6 VVV aN in b ' III 1 _ � Q � a _..�� I1I BOWYER EX /STING G ROUND -. _- 50'�A SINGLETON t f UI,J1 L.r O b �IIII Ili - \I 0 J \ -j J w KEY N1AP aN in b III Q � a _..�� I1I EX /STING G ROUND -. _- 50'�A b 0 J \ -j J w o rotiJ I s ¢ D2/ PRO POSED m a hw �W h s u /25 ' ro PROFILE . __`. _M - . _. _ - dt•I0� Zh � 5R - Q� CL R __ \z\ GRADE MNE d N d 2 ,q 4qqq p u LEGEND OESCR /PTpN EXISTING PPoPoSED O O SANRARY SEWER SYSTEM U 120 _ -- _ STORM SEWER SYSTEM To u __ _ r - rnso Y � 2. \ aww ; J - WATER SYSTEM �� 0 FIRE HYDRANT 02/4 REUSE SYSTEM FORCE - 1 w. 1992 RIGNT OF WAY _ I d aN in b III _..�� EX /STING G ROUND -. _- 50'�A b a�N..._ D212 a, /zsJn J \ -j J w o rotiJ I s ¢ D2/ PRO POSED m a hw I 1 125 -- /25 ' ro PROFILE . __`. _M - . _. _ - - _._. ..-- -- - - -- ___TOP - L c - -.. __ \z\ GRADE MNE d N d 4qqq < I h, 15206 N o 120 m 120 _ -- _ ..... To u __ _ r - rnso Y � 2. \ aww ; J W - _ -- @ RrP 02/4 1 w. 1992 T TOP o �e IAO' SfPARATpN .a I � O //5 l/5 INv. In 65 / _ —. -. - - r 9 _ 1 /I/V. 1/664 TOP YrQ75 W 5207fOROP1. 6 � c = i s w 6• ! TOP 10"0 I I I //O uESoiS ro_ 9 H l/O /NV. /to.. 1 \ J2: D2/6 1 Y v 5 60 _ _... _ _ Ii INV. II111.84 \ 3 m \ �W N.OVfR TOP 106 69 5 RCAF \ 1 /O5 b 5E lO5 _ __.__ \ 1 /NV. IOT33 _ _ .. ___..... R.W.M. 6 SANJ " 1NV. 10473 : m _ ESNGWG INV. %Aa3�o' .RCP 1,, ! 100 rc o :. ga. a /00 _ -- _ -_ __�_ -_ INV. W.97(W) I IST. E 5T.0 ER SAkIJ ✓ 5 IfAaNSCalI Sleurm a 95 I � E1/0054 - -.._ . _- _ _._ _ 5]60] _. -.. _ I 90 j, I, 1 D2 l7 36• D2 rnoxc. xa. womnM�ma G lNV. 86.04 65.00 /n.nn // -nn 12.00 13.00 14.00 /5-00 •+� ..� vv /4 I.J vv lo•UV 11 •UU 15 - UU /V 2U•UU �II I 035LF-8"PVC WATER MAIN 32' -15 "RCP ro 0.75% - (21'OFF C/L) 0201 STD. FIRE HYD. W/ GATE VALVE ASSY. (TYP.) 5203(OR ST a 16•10-0 , CIL STA N-60B9. 1325' Lr. S202 'P STD. SAN. MH. ` I TYPE - 5 - "'LET STA ,3. 1000. C 300'-8' PVC ® 297% I 3/' -3d RCP e o.lzz B O WYE R YE 250' -8' PVC !d 1.79% STD. SAN. MH. 27' -l5' RCP ® 032% - , 1 S I N G L N 5201 D203 302' -8' PVC o 3.50z D209 77b9. 13 25' LT. Q STA 142089. 1325 LT. I STA 10.6000. CIL E '-5' NLET P -5 ' INLET STD. SAN. MH. FA D205 l40 9/ 42 43 44 4 5 Lr. "8oP '' /47 /48 149 TYPE TYP INLET INLET W .: 150 15 1 Y MAP - _ _ 52 /53 ssras z sa iz�ss J x PJ. EQUATION STA 19-11.71 (STREET F•1 _ ro9e . T \ Q �� 27' -l5' RCP 5TA 6820 (STREET CI _ N R 1\ 0.32; 5205 l39 SE E SHT. No. 26 STREET "D• 178 - l54 m l h D202 SEE SHT. No. 30 (TRACT D) Deb I D204 STREET G' (TRACT Cl �� STA11 7835. 1325'RT. TYPE 'P- 5'INLET PJ.EOUATION 5TA,2•I7B5 (STREET 'F'1 5TA I4.20B9.1325'RT. SEE 24 D206 0 sa IOP l Y STA 10.00 !STREET'PI TYPE - P -5 - INLET P.I. EOUATION 'F'1 REETNO. 5TA I6-80B9. 1325' RT. _ I03LF- 4'WIDE PCONC. S/V/ S 15.37.65 !STREET 243'-18' RCP 0 1.05% 'STA 10.0000 !STREET 'G1 TYPE 'P -5' INLET L2 /O tt nn Q , 4 J n W /HANDICAP RAMP STA 187025. /TDP RT. /89' RCP 200% TYPE - J-7T' MANHOLE 2 W ,, 260-18' RCP 2.57 % LEGEND Q a DESCRIPTION EXISTING PROPoSEO W 0 - 476LF- 4'WIDf 4 W /HANDICAP RAMP SAN ?PR / SEWER SYSTEM —� W ' 1604LF -6' PVC REUSE WATER MAIN sronu s£wER ISTEU O (2/' OFF C /L) warER srsr£M FIRE M'ORANT Q _+ S TREET `F" REUSE s� EM �_ U NOTE: PAVEMENT 24' W /DE W125' RADII. FORCE MAIN — — 60B3' CUL- DE-SAC RICRT OF WAY TRANS. SECTION lOd V.C. 150' V.C. R- 2 R -2 R -25 Iq n O O Ut O ID 01 � \ 1 6 Oi I➢ Oi � � P . � � W~ ~ ��.. � O -_ -.. ¢,��. d m merry. - .. mr v2 1n. cnW �� PROPOSED. dog. �P PROFILE qp -W q 5201 P v h 0202 v Ni , d M inN ti !C /L PVMT.J ti 0 140 W TOP 1372 TOP 13597 Q "' W GRADE LINE ti W W l40 D 20/ - — S202 TOP 13513 W Q � � TOP 133!9 O � N � � 35 W W M N N N 50' V.C. m D203.0204 _. 35 TOPS 13095 \. w . /. /5• INJ. 13 15IXN1 l30 /w. EXISTING GRGL/ND ° F ° /LV SEPARATION W - IT. O✓ER SAN! J /9' RCP ri ( \ Q Q � � ` ' 25 3 INV., 3/26 W - \ ` \ S203(OROP) - P TOP 1230/ a W k W C J 125 g INV. 12693(NI ( -3.5> /OOSE ATIDN INV. 126!9 rWJ(. w£R RwJA. a STJ \ - \ a ; 120 INV. 126 D1031 INV. 12639lD2041 /B• RL'P TOP 119 TOPS /1957 O \ Oi a" _ " ° �' /NV. I2 /50 120 m . P � o as 5 m eN. • \ `- Neorrs) D2 /O ,S I�' ££PARATIUN- twJA. OJER R1V.MJ BM D209 o° E o `o a `° AV. I14.701N) - -_ _- -y INV. ll4BIrIR'1 R1 � TOP 10997 52 0$lpROP) e //0 OP 10927 1/0 2 A Fl.dl. c°Il Sle° o (J 1W. IISJO(D2051 - � i - Fi°rlaa r+ey. be. c INV. ii501l02061 2� PCP'W /05 /NV. 10952 IS, R.W11 lOS 1N V. 104.78 EXISTING- L4z SEPARATION INV. 10413(5) - - -lav sEPARAiION IS- WAIJ rya;° SHO W/ ISAN. PAER STJ INV. 1019M lN✓. /0/26l3P1 INV. IDlBI(EI /NV. lD/29l3P1 -- — - - - •+� ..� vv /4 I.J vv lo•UV 11 •UU 15 - UU /V 2U•UU I , • _ 887LF -8' PVC WATER MAIN (2/' OFF C/L) '1 BO W Y E R STD. F /RE HYD. W1 29' -/5' RCP m 0.38% - " SINGLETON GATE VALVE ASSY. (TYPJ 52/7 D232 PJ.EOUaTION STA 10.001)0 /STREET '01 PJ.EOUAT /ON STA 1!•38921 /STREET 52/6 STA /1.0000. C/L ST0. SAN. MH. TYPE '5'lLET LT . III Q - STA /5.5765 !STREET 'F'1 - STA lO.00DO (STREET 'E'1 STA M-OoD0. C/L D228 63' RCP o 032 % _ - -- o STD. SAN. MH. STA 16.3133. /325' LT. }LI�JyI 240'-8" PVC v 0.40% TYPE - P - 5'rNLEr 190' -8' PVC - - 119 Y P W - SEE SHT. No. 29 STREET 'F' SEE SHT No 2@ 300' 8' C m 0.40 m 0.40% - {.. D 8 ..I T E' -. STREE /79 83 _... /84 /85 1815 l8 9 188 T/ON •G1IX1 @ @` 149 .. .. 02/3 -_ - .._. /87 __ - 52/8 ST /8.90!3 /STREET m .. _ • sra z 2.6213 /STREET S T g� u O _ z9e 148 121 �.� - _._ _ _ ..__ .. • a• 27 _ ...,02/2 - ) FIT• 55TREE'f - . 78 178 /Y6 ... . -..- _ .. _.. _.._ _ /67 D so• Y =R /77 p5 /74 /73 772 /68 D231 Z� S215 STA 11-60 ,00. C/L 27' RCP m 032% 169 STA /8.4226. 1325' TYPE 'PS INLET Q n R g SAN. STD. SAN. MH. 0229 88' - /5' RCP m /AO% `l W STA /6.3560, /325 RT. D230 LEGEND TYPf 'P -5' INLET STA T7.55DO. /700 . Rr. aESCaIPrroN EX /lNG PROPoSED W WO i 894LF - 6' PVC REUSE WATER MAIN (2/' OFF C/L) /24' -/5' RCP A 1,007 O% TYPE P 7T'YANMOLE ' SAN/TARY SEWER SYSTEM (1 O o 0 STORY SEWER SYSTEM � �— — WATER SYSTEM ---�� STREET "G FIRE HYDRANT ¢ — + —5 NOTE: PAVEMENT 24'WIDE W 125'RAD /l. REUSE srsrEM FORCE RIGHT OF WAY — U l00' V.C. 100' V.C. R -31 R -29 R -30 ... �� ¢ J J U J J d a �!4_ 1W /4O 1 /40 d J W 4 J W ,] W k W _ W W _ W_VI t W _.. _ _. _ -0. _____.._ _. _ _.._.. __ e /35 PROPOSED R.O PVM TJ II -. - W (C I W W W W W GRADE LINE EX IST ING $HGW D212 6 D e 22 /z6.43 30 o /3p 5215 Top 125y? EX /STING GROUND DD23 214!6 ! - - a _ TDP /256 D228 $27 0230 — TOP /2647 ._ _ = T 564 /TOP /24 O P /2 99 /P3 TOP /2427 1•)1.42% �1 �� ` 23J '. 125 125 a ... —.._ -3.51 — _. � — \ O .. S° 1 -3 .51 RYl lA �R.WA/. I 3 a o 1 INV. I22AO'022H/ /5• RCP 3 /2O -.. 3 _ . H PQ SEPARATp . _ W .__ RCP ... -. - NV. 1219/f02291 _ RCP 1 m SEPA4AT W .OVER 1 J ' -: / NV. 11969 � RYM.OVER R1YNJ /DO SEPAR sANJ / /IV. 12/4/ . INV- /ZOJT� S " • _ <i- ^ u" o C h W a I INV. /l9J 0230 02321 %5T, I/7J9 SEPARATgN YO✓ER STJ //5 •o Y 115 . 49 E1 INV'l1972 _ -_ - /NV.'I - -- 24 RCP I NV.l6 E<`s€ °o NY: /163JM1Vl /�• 115231W1 NV. 1169315'1 s ` N . /15J3(EI INV. /1437(WI i � � INV. / /49fN1 /Ny, /!NIX 3PJ I //O _. _. Kaax Scot we R.y ! wroe. //O - _- - - - - _. - _ ..... 5,SOZ I I � lOS one ur ao�� /OS 0. l8•�00 /9•(JO 20800 I 10. lhQO /2 13-00 i 14. 15•;00 /6 1 00 � offill J 942LF -6'PVC REUSE WATER MAIN ( 1 79' -B'PVC m 0.75% LIE- OFF C/L) - A PJ.EOUAT /ON S TA 10.00m !STREET 'IT) 5227 BO W YER STA 25.86B8 (STREET rl STA 10.8=. 425' LT. STD. SAN. MH. SINGL !TRACT D) 79' - 8' PVC m 1.06% t< 5226 5225 STA 14-70D0. CIL PJ.EOUATION STA. 16.265 /!STREET 5242 "M I O szze ,6 ISAN.DMHCIL STD. SAN. YLL • STA 28.6592 !STREET 'K'1 MH. /L PJ. EOUAT /ON - - -- - - ° STD. (TRACT Jl STD. SAN. STA/9.135 /!STREET • -) - STA 15•093 'L'J �' - - -- S r q m i !TRACT Kl !STREET fU:l 1VM a TRACT HJ 5243 m 0250 `� z STA 5093. L STD. SAN. MH. - 'RACE DI 84 Z '. �� _ 70'- I5'RCF m 0.321. D237 Q) D2 2 3 4 5 6 D269 — O2TO I' 83 Q FLU a a a8000. azs'Rr. •P- 7 8 9 /O a Oze6 a o TYPE 7r•MANHOLE SEE SHT No. 35 6/ 62 63 STREET "K" 64 SEE SLIT No. o F 36 STREET "L" y Zh n 68' -15' RCP m 3.75%— 3IO' -8' PVC m /34% /l4' -8' PVC @ 0.40% Q � a o ^ D048 J 2 `� 5 Il•46A0. 975' RT. W o " TYPE 'P -5• INLET STD. FIRE HYD. W/ GATE VALVE ASSY. lTYPJ LEGEND o OESCR1PT10N EX /STING PROPoSEO W 686LF -8' PVC WATER MAIN sANIrARr SEWER srsreu — � o - (15.5' OFF C/L) SrORU SEWER —EM — ' — WATER S EM - STREET "H" FIRE HYORANT REUGE SYSTEM - NOTE. PAVEMENT 17'W1DE W 125'RADII. PaRCE —1 RICJ(r oP WAY 200 V.C. R -43 ti d�N �O V O I�NO � d - e 20 a w aw aw I w a�Lw a w 120 4 16 Q m 5 50' V.C. o 0 o O O OI O 50' V.C. m 5 0 0 ° o Q O �j EX /STING GROUND D248 J J w W W W w w w W W W W ut ut N w //0 ° ° ° TOP -. 5225 m ° O a _ 5227 5226 i \ TOP 10773 - PROPOSED d Q TOP 10— \ PROFILE m u, TOP rcoos i \ \ (C /L PVMT.) a 05 j �W WW.WW D249 TOP 99B6 52/• - p -- M ly \ \ w GRADE LINE ]J ]J Q. �W Q. WW /OS ono "s= 250 Do_Br J6 \ 5228 \ lQ0 TOP 9795 _./ / ar+c _. _. \ \... m /00 W INV. 1O2A3lWI -_ \ 0P 95 a� p m a R NV. 97 r9lWl EXISTING \ SEPARAT SHGW AO ION B\ wr. wER Rn ✓J v \ \ �� 5243 TOP 9265 95 } gwc I E SPARATIO N lNV. 9505(E) INV. 95B9lEI /N✓. 9485( /5'/ 3d -N \_ RCP _ o t o Y_ V° u W z o 6 !WA/. O✓ER l5' RCP Rn.N. & SANJ lN✓ 97.40 /NV . 93J5lWI m Im. SEPARATION \ (WAI. P'ER RnM a STJ \ W t 90 rN✓. 5/.a2(wJ INV. 9194 INV. 9216115'1 - ; 90 arm z l o INV. 9056(NJ INV. 92_56(E) ! -3 s�s63 85 /N✓. 87.7 -.- /Ad SEPARATION -- osscirto .rs W O ER Fn N. & SAN! -- INV. 67z4(3_XW) -.- 85 INV. R7J41N1 rcv {ci /0.00 /1.00 12.00 /3.00 14.00 15 "00 16.00 17.00 /8 "00 19.00 20.00 I �J�I11 IJ III/ II _ ' i ]1 V 4/' -36' RCP R OAB% J 75' -36" RCP ra 0.06% Mai 0274 'Gr' WATER MAIN 5O5LF- 15.5'O I '.: BOWYER T 'J -5' INLET S YP E -J- INLET T ID) ( /55'OFF C /LJ 232LF -8'PVC WATER MANN (l55'OFF C /Ll A ' S�NGLETON IT D275 D276 1/5' RCP O 1A07 223' - 30' RCP 0 11121 / PJ.EOUAT /ON / / /55'-30 RCP o OJ27 027/ �Ill�llll_ ��I a ry0 STA/0.00.00 /STREET •n / lD/ 0273 -STA Z)•5B.t2 (STREET 'CJ / / / / 5TA/l•54A0. 425'LT- / TYPE - J- 7T•MANHOLE / / ' / 0272 STA IJ•rofV. LT. STA (5.3387. TYPE 'J- 5 i7CV MAP 1 � 1 lv 52 9 / / / / l / TYPE AN, 'J-7T'MANHOLE 26'-3O'RCP A OJ2% D27OA 87 R • / q2 - / lQO �I ST O. FIRE HYD. W/ GATE VALVE ASSY. (TYPJ STA 15.5996. 425 LT. TYPE J- 7T 92 a C 99 I 1 97 96 95 93 ,, 86 �, sz44 N N ill t g � _ r � �� •. �' eyl 85 �. 1 Q-� � / / / / i yeti _ • L 1 36 ° u 154' -8' PVC a 1.26% ob i5 6 238 S EE ST0. /SAN.00. 425' RT. (TRACT JI �,� (TRACT NJ 157'- 8'SOR26 PVC R 0.40% 236' -8' 0.407 PVC m 0.40% T SEE SH. No. 35 5235 PJ.EOUAT /ON SRE •n STA 7)• 89.6' /TET ^ WO4 � 52 37 STREET K" STA /5.80DO.0 /L •570./6.8/56 IS •L'1 LEGEND STA /3•/0110.425' RT. STD. SAN. MH. 5236 STD. SAN. MH. PROPOSED ST A 15.45.46. 425' RT-- STA -6571. C/L . EOUAT /ON 35-8 PVC O 0.40% PJ ' - DE-R-0. EX /STING �-- _ O D 84/LF -6' PVC REUSE WATER MANN STD. SAN. MK STA 15.453/ /STREET •PJ •STA 2%9% (STREET 'KJ SAN/TARY SEWER SYSTEM STORM SEWER SYSTEM (J O o OFF C /L) WATER SYSTEM FIRE HYDRANT _ + REUSE SYSTEM �— U STREET "l" FORCE MAIN NOTE, PAVEMENT /7'WIDE W 125'RADIL an- of WAY 200' V.C. R - 41 200' VA. In .._. .._.... m .. h m I� J //5 �W � L4 3: JW1 ? > 0 . 115 Y W5O'V� �.. �i ...o 5O'VA. //O ___.. m w _. ` .._ Ho b EXISTING GROUND -. __. ..__ N b 1b J J W W W Wllt PROPOSED o� a W' W W' W �1` i 0273 . d ' O TOP w/51 i / _ (_ J 7i 0 D271 FILE a '� / TOP /02 / 5236 (C /L PV MT.J Top ro 4 GRADE I 105 105 -__.. _ .'..' .... ro 3 rozos �W W -I - O21OOA TOP 01.46 I. 5239 �W 96 0274 I / s235 p V 6 z e� TOP .35 f. TOP S !� -7p i (/0070 J ,.'`,. W W I� { - l0� ... s 100 W -... _ _... 0272 -,._ _, S TOP _ _._- -. ..... -. _... 'E . � J i 5237.__. � W � T OP /0555 R TOP 10679 EPARATION- �; ry 7 " S Q I 0275 )L% lIJ M1YN.OV ER RlYNJ 95 _... ' l , ' ] �� &W 95 li INV. 93 AIX /2 i_ _.� 3P RCP _ ' _ - - 5244 � L _ W- W TOP 9/91 J , <gSE yP 5 30 RCP 3 RCP I., SEPARATroN6 6 I hV 9371 N,Iy '.._ ICI W - - -.. 9� - Y 6: i o 3 0 „ 90 S RWN. t, S J __. — _..___. ___. - _ _ __._._ .. _.. 1NV. 93 42f _ —.. -. _ j __ 3 ` - -. V E c oS u 0.o• - • w z • -- ..- RCP NV. 9/3/ /NV. 9/50 SO SEPMA NN NV:952WJ f 8HJ0 '.. NV. 85�1pwER 36 f 6 /ly y J6 /NV. 8995fE1 �NV. 90.4&VI) . fST. OVER SAND EX /STING) /00' SEPARATMN e5 Kaaelscerr Steorm 8 5 RCP NV. 818 /fEl INV. 8975(W) _ _ ___ - - -.. SHGW ttYN OVER I RONJ INV. 66.47!51 __._.__ _. TNiEO Reg Nv Ee 57602 INV. 8 1Btt5J 1.50' wEARATION lN✓. 8503 ER SM'J INV. 8474fNJ awn or o r ,au f•rrz /NV.85 /f NJ /NV 8824 � 80 so !I � a wartc+xo ME evuirnsma 10•,00 1hOO /2.00 /3•,00 1 14. li /5•IOO 16•,00 17iOO l8 -, OD /9' PO I V _ II ' . * BOWYER SINGLETON O O K'Y MAP LJ �~ Q ^� � z 0 50' l00' W w Q I Y F f Q a LEGEND a DESCRIPTION Ex/ST/NG PROPOSED W O SAN/TbTY SEWER SYSTEM -b— V STOR4 SEWER SYSTEM � � � - WATEF SYSTEM - FIRE HYDRANT Q +— REUSE ssTEM �— ti FORCE MbM U RIGHT DF WAY I I I I I I //5 /05 /00 — 95 90 H n. z 85 ee. ST60] �m 80 D277 STD. FIRE HYD. W/ GATE VALVE ASSY.(TYPJ STA IO.39n. LT. 53OLF -8' PVC WATER MAIN TYPE P - ,'INLET (2/' OFF C/L) 80`6" PVC @ 0.407 52 /62' -8' PVC o 0.40'/. 27' -l8' RCP 0 0.2/%- STA 10.80.00. CAL !TRACT DI 5TD. SAN. MH. D292 PJ. EQUATION S TA ( ' ET J'1 329 " -8' SOR26 _ PVC 0.40% STA l5-39T/. 1325'LT. ST 0. 3 IO.O 55,95 (SIRE - ST0.55.05 !STRE 'CJ ll6 TYPE 'P -5' INLET 15 5247 52x9 //Q STA 14-10.00. SAN. M. - STD. , a ll3 q , 2 112 /ll 91 5246 $ SEE \ \ I STA 15.7325. C /L• SHT D279 > STREETNo. 25 m - .. '"''xi' STA 196336. 6A' LT. SAN. MR. C' 9e /03 o -- 104 — .90 D294 D278 19 'P 6 � RT. STA /0.39.02. 1325' RT. /OS F fA n• TYPE "P -5' INLET 4 /06 - N O. 36 107 108 109 / /O- SEE REE dL 27' - /5' RCP o 0.32 44' -15' RCP o 0.32'/. 629LF -6' PVC REUSE WATER MAIN D293 STA 15.4192. 1325' RT. PJ. EQUATION (2COFF CIL) TYPE 'P- 5'INLET STA 1517926 !STREET 'J1 - STA 196357 !STREET - L'J STREET I'J/' NOTE: PAVEMENT 24'WIDE W 125'RADI/. 200' V.C. R -44 0 O lb N ' Qih V, do,o ti �dm 11 5 C'w aw a�w So' V C. m m o m m m 50' V.C. 0 _...... a PROPOSED o PROF /LE_ ° o ° o °• (C /L PVMT.1 w w w w w w w m m N N M GRADE LINE r EXISTING GROUND N N /05 1R 01 \ /00 S� i U QI H� _ _ \ � S �_j S248 / -. 5247 �W 2W aW �.... TOP 96.06 �. D277,0278 m TOP 94.48 D293 Toas 9298 m D292 W TOP 90.76 95 5249 0/ C./A2 7. TOP 9083 o 14 \ _ TOP 92n w pwN. m S246 - l6 WM w (42• B' \ W TOP 8948 D294 90 m TOP 8996 EXISTING v w SHGW w 3 l40' SEPARAT /DN � ` m 85 lWAI.OlER R}y,MJ ( -6J 16 lNV. 8636lD292J ' 1N✓. 6 624(D2771 862Tl0293J OJ SEPPRATION lN✓. 86JBlD27BJ lN✓. 86.45 - - IWMA OVER RY/N-& STJ - -- l N✓. B /9llS) lLri 6EPMATION— lM1 B3 6IlNX5J 15' RCP INV. 8351(WJ 8O SAN. O✓ER STJ INV. 8 2B61EJ /NV. 8 0251 /N✓. 8/3-1 /NV. 80251. /NV. B134(WI /N✓. 8216^N1 IN✓. 8/32 - IN✓. 6096 /m . 8 /JB /0.00 /1.00 12.00 13.00 14.00 15.00 /6.00 - 1700 I V _ II ' . * BOWYER SINGLETON O O K'Y MAP LJ �~ Q ^� � z 0 50' l00' W w Q I Y F f Q a LEGEND a DESCRIPTION Ex/ST/NG PROPOSED W O SAN/TbTY SEWER SYSTEM -b— V STOR4 SEWER SYSTEM � � � - WATEF SYSTEM - FIRE HYDRANT Q +— REUSE ssTEM �— ti FORCE MbM U RIGHT DF WAY I I I I I I //5 /05 /00 — 95 90 H n. z 85 ee. ST60] �m 80 III II'' �II ' D255 SrA /9.41.46. Rr. D265 '44 TYPE LET P- 5' /NLET RCP 057% �!• STA 10.3950. IJ25' LT. 'P OO. V / 43 28'-15' O r TYPE -5' INLET 194LF- 1 MANN i� 27'-15'RCP O 032% nQ� 42 sz2e c/u BOWYER P.I. EOUAr /ON 57, RECT sra lo•DDm rsrR£Er •A•1 8O'-8'PVC oD.4D% I� ` i 1<� ,4I S T A 18 - 5 0M. m.c /L / STD. SAN. YH. } SINGLETON • Sr0. 25.7628 f 'K•1 �� SRIO I a , t ; rl l l il S2O5eoROP1 STA 11.6820. C /L pp STA 12.00DO. C/L 72/LF -8'PVC WATER MAIN ' STD. SAN. YH, r2 1'OFF C/LJ 40 111 F ,,, I ST a 19.11.71. C/L STO. SAN. YH. 58 1 7 � p y 5 30 g D254 / U, KEY MAP D263 STA /9.3, 1325' LT. 38 D267 STA 119729. 1325' LT. TYPE 'P- 5' /NLET r TYPE 39 s STS 28 / 270'-8' PVC C /85% p 8 m W 8 T 27 0261 / a 26 TYPEl3P- 5- INLET5 Lr LO< N � 60' -/8' RCP a 0.217 D266 r 25 /2 / e 6/ \ � Q I L j W W 3. STA 10.3950. 1 ' RT. 325 TYPE 'P- 5'INLET l 24 � /3' 1 � \ \ 1085LF-6'PVC REUSE WATER MANN r2 /' OFF C /Ll 4 su o � \ � 23 / / \ 0 5a /aD' /37'-15' RCP B l90 % � / R Z"(!) Z"(!) l4 / l / (TRACT GI Q �° R D264 /5 /z2 3 STA. TYPE'P- 1325' RT. //•759S/NLET 309LF-4'0. WIDE 4CONC. S/W W w O u �� 34' -l5' RCP m lJ8% I6 , �. W /HANDICAP RAMP LEGEND W 180'-15' RCP R 11 17 \ DESLR /PTIGN EXISTING PROPoSED W � 8 D262 Is STD. FIRE J/YD. W1 SAN ?ARY SEWER SY3TEY - - 0— STA13.5550./325'Rr. lB GATE VALVE ASSY. rTYPJ STORY SEWER SrsrEU --— TYPE - P 5'INLET \ WATER SYSTEM ^� 34'-/5' RCP R IJ8% 19 FME HrMMT + REUSE SYSTEY— 20 _- FORLE - U 21 5232 RICHr aF WAY STREET RK" STA SAN. H .0 /L Sr D. SAN. LIH. NOTE: PAVEMENT 24'WIDE W 125'RADII. 15O V.C. R -38 R-37 R tp C P 1 • I N � N a /30 uj /30 ,ti�d� W_ l _ .4hW PPROFILE, I Z q N L 11 GR.ADELINE N ; ID254 125 — m 125 __ - . - . _._... -.. , 5228 TOP /zoa _._ ! _ TOP 12 D255 LLJ EXISTING I GROUND so232�2� TOP /zDDe — - 120 __ I... _ _.. _.- I (�/�_ y I I a s D264 0263 TOP B17 I� D262 TOP I15DJ j5 I � I ION �: 6) II ,, 11 //5 ,Q ° ITS 70P 111-30 r OP 1/453 /__ _. _ - -. , _. I,.. _....__ sW lr/ 6 R3/Al. o. WeR IWY. WER R _ - -__ _ . .W rr _ . _ I �. D265, D2 fib ( � N555rE1 ° Y 5234fOROP1 TOPS 106.7 9 5233 j / _ f 6> �i SANI /N✓. //515/(15 1 /4151115'1 ..... _ - 5 vt— ^E lIO TOP /D6r� TOP, /09.42 -_. __. .i __.. _._ _ ...— _._ EX /STING _ _`.._ - SHGW ...._._- __.._ Ili _ r L a. _ _ .. . 056(15' 15 PC 11 03GI51 I /NV. 110153rE1 l g 5 a 5 es �._ 3 / T ION__... \ 11 105 /O5 ¢ � 1$ P � I Dp I �� sr. OVER sANJ ./0936(/5'11 _- ( _ -_. I- - 1 - J 1 a t: E g o n fi a_ o _.. _.. - -. - -- I— SEPM ATION - ._ _.. -__ J! /5./ /NV. 1/016!/5'1 INY. /d12 I I RYA.& rST. P/E /OO Krrw Scoil 54orrW ATION r5T OVER l8' INV. 102581E 1 /NV 1068311�.sAroNJ Gk.iaa ne9. Wwroer 51603 lOO IAN. 226M1V /�• 1 /NV.VO423 - _....._- /NV. 1O6D31 I NV. /022fifs1 103.4305'1 1 o..r .u. m!. Im', bl1Hl8') 95 rcmm ns n l / /.nn 12.00 13.00 14.100 /5. /6'1 1 00 /7.00 /8-po 1 19-,00 20 00 � ' 61LF- 4'WIDE 4'CONC. S/W ilr PI. EQUATION - HANDICAP RAMP STA 28-659 (S TREET •K•) B O W Y E R 0 0 E 957LF-12' PVC WATER MAIN 2 /'OFF C /L) 3 y • STA 16-2631 (STREET •H•, N °" SINGLETON 20' LIN 36 - 400' -8'PVC m 1.84% ,'^ STD. FIRE HYD. W/ E SSE( Q GATE VALVE ASSY. (TYP-) SEST RE P N °. 3 95 Q M :- 35 0269 NT � ^ H D21 oz � Z STA 28"2539.1325'LT, c�EE FjEET (TR T JJ-` R.I. EQUATION - P-6 - "K"J O 389' PVC Q 0.86% TYPE INLET rjT m P �'" STA 29.6996!STREET ty • ST0. /5-4531 (STREET 'l•) �� 1Y Y A 49 r ° s 34 " - PJ. EQUATION 27' l8'RCP - - s /80'- l5'RCP @ l.Bl %- STA 25-7626 (ST REET 'K•) 5230 59% \ - - _ .94 ( Z9 vz !" ,. 0" D27 2. TA Y c ' \ - 46 N ' (0.00 -S.00 (STREET STA 2z'sO.ca. c/L STD. SAN. /..' - 52j _- bz // \ ,� m ' D256 _ \ � 33 STA 2/"27.46.1325' RT. 34 D257 J TYPE 'P 5' INLET - 47, - -' E ET 0266 STA 2262"46, 1325' LT. $E t RE - i °- - l5 /' -30' RCP - TYPE 'P 5• INLET ° at (TRACT KJ OJ2% O 987LF - 6' PVC REUSE \ 32 523 (DROP) 30 WATER MANN OFF C /L) - no SAN MR. D/L ' D270 `l x 48 \ 61 TYPE 'J 28 J. T 42.125'RT. W a 1�6Q a 135'- 15'RCP m 1.87Y \� o+R 0 59 Imo' Y FW 49 108'- 30'RCP o 026% S234 60 D268 D258 / 59 STA 27•15.00. I7D0'RT, 'J"7T• W STA 22'6246. IJ25' RT. _ 2 \ 58 TYPE MANHOLE Q u •P- TYPE 5' INLET 50 57 97'- 24'RCR @ 2 .00% LEGEND o ' 56 0267 D£6CRlPTION £x15T /NO PROPo6ED W W 38L H AN PCONC. S/W -HAN RAMP 55 /8d -/8' RCP @ l9/% \ STA 26.18.03. 1325' RT. SAN1TARS SEWER SYSTEM -� 00 !TRACT H) 54 TYPE - P-5 - INLET STORM SEWER SYSTEM O 27 RCP a 032% 53 WATER SYSTEM O S A 2 STA 24.38.03, 1325' RT. - 111E -DRANT _¢ + 60' -/8' RCP 1.48% 51 52 TYPE P- 5'INLET RE -1EM > 135' -/8' RCP 265'-8' PVC 0.40% STREET "K" F ORCE MAIN - 57' -8' PVC c 0.40% 0 /.6/% 1rc Ar NOTE: PAVEMENT 24'1/DE W 125'RAD /l. D259 STA 23'10.00. lrA IT TYPE 'P-7T-MANHOLE 100' V.C, IOU V"C. R -39 ft -A2 N N N N p P P N p N � N p c • O N N (rt � h m �'1 pip �p �� ti N �� N� dtoN q�jN ti_i NN d�N i �QOm v~jQ �O W O O H O tow O HBO 25 w a » �Q 1)�1,w as aw 'aww�� tiw ,tip 25 O - aw w g wmw �x tnw atnw EXISTING GROUND PROPOSED PROFILE m i n u�i o C/L PVMT.J o 0 • s 20 D257,D RADE LINE 0 0 0 0 D256 G - l2o � TOP 116B2 TOPS 114x8 D259 ,.. S030 TOP -OP /14.49 - S231 (DROP, � ll5 _ TOP `iJ.ao FJTa/ 5 ., r aW D250- I /120 (' a(,/6• I5 'RCP 2W -OP o„ a V _ e c - (DROP) _ O LV __ _ % SEPARATION rwJ.r. o✓ER sTl D267 //0 ° INV. IIl35 / TOP 1OTJ4 L a IN✓. 1099/,02571 Z520ROP - - < -2 D26B 0270 INV. 109azro2sel R R TOP 10402 TOP 101-% 6EPARATION� EX /STING rsT. s J I NV. 0773 ew r D269 TOP 1 TOP lazz4 /05 " • e ` SHGW 1N✓. loeJ9rw1 INV. /0536 -- FRCP _ _. 2 TOP 10196 D270A o _o I, lN✓. A9,E1 108 INV. 10882(15 I (0x.6(15'1 a1+•c (•)0. ()0.50 W 6• Ry.� TOP 10/.46 a ;.. lOO__ IN✓. 10862!/8'1 /�'6EPARATION _�- 155 • (•)0.60'. S PlER A STJ a J 11T. OVER SAND 1W. 102 26!1) RCP ; ( ; lOO ¢ „ °O� ¢°uo INV. 10786111 1NV. 10332(N) INV. 10226(5) - l8' T NN. lM/. /0098 95 V HP IN✓. 96.1711/ INV. 91.35(/5'1 e/+•c 3P RCP wcnae Scan steo.�a o ao f� Q IN V. %.15 1w... INV. 98.69 51602 ID SEPARATION lN✓. 97220269) W -ER �/N _9 9.01 9 O nW INV. 9635 INV. 95.42 �0 2 50'SEPARA - o..c :vcr x�• 1sT. avER 5.011 90 137' SEPARATION INV. %52!02701 lST.O✓ER SAND INV. 9162(E) cx[cr[o - - - v a {icwK INV_9425 ,lN✓. 93.42!51 IN✓. 9/52111 20.00 21.00 22100 23.00 2400 25.00 2600 27.00 28.00 29'00 30.00 Inn/ lilli� �a 1432LF -8'PVC WATER MAIN (2/' OFF C/L) i STD. FIRE HYD. W/ PJ. EOUA7 /ON / a GATE VALVE ASSY. (TYPJ STA 16.8156 (STREET •L'1 • STA R•896 / !STREET 'fl / I �� /' I 1 '' . 0282 D286 282'-8 PVC R 0.40% PJ.EOUATION ST0.2'BLOW - OFF VALVE STA /9.635] !STREET 'L'1 W /B' G.V. �. BOWYER 5240 STA //.8268. /125' LT. TYPE 'P-5' INLET STA /4.]810. 1325' LT. TYPE P-6 /NLET •STA /54926 !STREET 'Jl .0290 I� E / ' - J-i SINGLETON STA 10.20M.0 /L 5Ta SAN. MH. S241 PJ.E�UATION D295 STA 15•/393 !STREET 'L'1 STA 18.31,01,1325 LT. STA 20.97A2 1325' LT. , F , „ I 400' - PVC m 2.58 /3.51lSTREET 'KI PE 'P- INLET STA /4.20/10. C/L SEE SHT Na. 33 TYPE 'P6 /NLET ' • STA 13 TYPE 6 73 72 STD. SAN. MH. STREET 'J' 190 C ® 0. 40;.' PV 7/ 1 94' -8'PVC 0 0877 28'-'RCP //0 -D29 p� D29z - -e 70 69 68 67 5244 rJO� 32 , _.. STDAS 815 LT. 92 1 HT _ nr s24E" ��; K EY M" 1 f& � - _. ' R i _ - STA / .;. 65 n $EE SHT. No. 3/ $ /••. ". 5• s. -. �_... 21.3566 END /D BASE PAST WAIT. EP. m Q [ � � e x _.. . BARRICADE J dJ 8R \ • ° STA 21•51. C/L STD SAN MH J ] a 7�' • I - .._ 75 .. - -� - '� _. __.. 99LF WIDE 4CONC. S/W W /HANDICAP RAMP STD.2'BLOW -OFF VALVE W16G V. �• L ii 74 j ! ! 78 / '. ". _... .. _ �` -87 1 O2 RCP 148 -/8' RCP m 0.32% u z 45'-l5•RCP m 0.32% 79 _ -_ _- � 86 1� / D291 270.32 %P 0 so' /00' lO6LF- 4'W /DE D283 8Q> Bl - . '�TRACT�✓{ E5 - .0296 5TA 20.97.42 1325' TYPE -P-6-INLET A 5 /W W /HANDICAP RAMP STA L RT. D265 8Z 83 -�'� 84 34/'-24 RCP R 0.40% 1 STA /8.2132. /325' RT. TYPE - J -6 INLET Q 4 0 'P • S' 6, TYPE 'P-5' ISLET STA -P-51 ET RT. TYPE 'P -5' INLET 0-1/% ' RCP 0.2 /' RCP __j = R 9 $ 135'-/5 RCP r? 1807 0 a OJ2X WO .0287 /67' -8' PVC a 0.40% 130' - l8 • RCP a 250% STA 14.6278.1325' RT. TYPE - P-6 - INLET D297 STA18•213215025'RT. LEGEND o£scRlPrroN Ex15TING PROPOSED W 1252LF -6' PVC REUSE WATER MAIN (2 /'OFF C /L) 83LF- 4'W/DE 4CONC. S/W TYPE 'P - 7T' MANHQLE TOP 88.00 /NV. 7976WJ savRARr SEWER 'S'E" - o - W o W /HANDICAP RAMP /NV. 7866E1 STORY SEWER SYSTEM -� 5/' -30' RCP / - POND 70 WATER SYSTEM a 130% (TRACT lJ FIRE HYDRANT P �_ ` / REUSE SYSTEM �- l STREET " L" STD. MR. END SECTION PAD FORCE NOTE, PAVEMENT 24' W IDE W/25' RADII. W/CONC. SPLASH INV. 78,00 RIOHr OF WAY cU 100' V,C. /00' V.C. 150' V.C. R - 44 TRANS. R - 43 100' V.C. n W �I� ___- ___._ __ -. - _ -__._. .__.__._ "� _...P A- b0 - db- nl _. _lz - -' __ -- Ih IQ d' ^ to W d d dm �i J �RJ mmd N4� s 'mom$ '0a tiv ( �W `` rn q dW J�tiJ J J W b d d dN ti ~ m J h �� dQd d0 N NWm /O s W //O .� J J y J J J J ? �W �i �_ w aW �W �WWa1nW �S W... �W.I O- W �� d vim -1/IWW __ -I _.... -J �Nw - j _ _ ;- - bG v J �W ��2�W � W �W Ja W �..W v PROPOSED PROFILE p h n N r. h m /135 (C /L PVMT.1 GRADE L /NE Q N N N N ro m b _. b �� -_... 105 -. ... -. __.. J .... J J , J , J J J J Pi -_ -. TOP - /Oi4B - -- - - _- - ___. W _ W W w w W w W w � Lo I .02812 , W W w 0 TOP 1993/ _ D28 G .0286 TOP I3 EXISTING 98 TOP '�. ___ - .. ____ N ...� .N 100 loo 1 _( - 2I `\ 115 ... ._. .. ___. __ - ___ " e D285QUND D \ T.1 9460 ! J 2S3> � TOP 92 3 1I W W WI 1N✓. 98.48181 95 I.. I. j S2 9106 5243 TOP 92 5 - -. _.. ..5244 95 { o - .. �1 _ ...TOP .. - .V 6• _ - - TOP 9/61 D roP a D 5246 D D29/ Iar SEPARATION R /SAN. O✓ER STJ SRC TOP 8938 0 2gq TOP 98= TO 5 893/_ B 7f' 6 4 S245 913 ESHGN/G /5' RCP a _� --b _ .- - _ _. 410.72/ _.. ...J/ TOP _ 89.4/ _ 913 - . - ._ - _ _ of 2s _ - _.. _.._ - - -.. NV 91.44 - . -. - __. -. v_ (oW _ INV. 9130 � RCP b 6WA i6 RJYA 5�i - oa NV. ea 67(/5'1 I 85 .§ 7 6 0 x e 85 -.._ INV. 88 02!161 _ N1 1' - NY. S4J7rsI - E E , _ 6�a z °'e NV. ea 6 1 RCP Iar SEPARATION, /ar SEPARATX)N N✓. 8325(121 .OVER SIJ fSAN,OVER STJ 1 /SAN NV. B J l8 RLP lNV 86.4]!51 /ar EPARON l6 RCP a INV. 8295!0 S AT 2901 J4(NJ /NV. 8102861 NV. 8114(81 (SAN. 846-.. _. STJ __._. ___ /NV. 847]102 811 I 8361 _ - INV. 8474181 .... - -- -_ -- -- INV: 8225(241 I_ /NV. a36ttNX5) _._._ IlNV. B /7S'1 lN✓. H351lWI /NV. 8/741.02901 _ 813 _._ -.- I Ildwx Scoll Slearm foriee Req.NVnea 57W2 I I ]992(30'1 'INV. 8170(15') /NV. 81.45(/6) /NV. 8/65/.0298 � INV. 8072 140' SEPARAT10/ -� lSAN.OVER STJ _ _ 7S o.re rcsxo ,u• ,oi. .rz 75 - -. ____. _ -._._ ._. _- /NV. 8118(15 _ _.._ -.- -_. _ _ arzc� uzs __.. _. _._.. _.i_.. _ - -_ - - __._ lhV.8119B116J , /O•ip0 Il•00 12.00 /3. 14.100 15.00 I6I�00 /7j00 18.00 19•;00 20 2/• 22.00 .WIM BOWYER 0 60' 120' SINGLETON 0 0 Q J 4 m 5 � oY W ¢ g" Q N h - O Y f` o V - 0 POND /0 r 40'SPREADER. SWALE W/ CONCRETE �D21 /1/ I DOUBLE - BAFFLE U-END WALL PER I F.D.O.T.INDEX N0.261 1 pl D2100 D2103 STD. MIT. ENO SECTION -. W/CONC. SPLASH PAD N-I555J66.43. E-490C TYPE 'E'OUTFP L INV. 15.0 POND 70 WITH STEEL GRATE TOP 8210 - WEIR IOBO 8/20 lN✓. 7258 D299 N- 155513334, E -4982 TYPE 'E'OUTFALL WITH STEEL GRATE TOP 88.00 INV. 7519 POND 20 156' -36" RCP � OD8% 20'SPREADER SWALE DOUBLE BAFFLE U -E FD.O.T. IN NO.261 m D2104 =� N- 1555366.43. E -49ol! TYPE 'E' BUBBLE -UP WITH STEEL GRATE TOP 7790 INV. 7230 D298 BUT. 7030 _ 101 -36' RCP � 0.08% ROAD TO BE OPEN / CUT AND REPAIRED TO ORIGINAL CONDITION POND 70 a� LJ WITH STEEL GRATE TOP 1/6.7 1W. 10752(N) /w. 11223(51 130'-15 RCP v 950, TYPE 'C'INLET WITH STEEL GRATE TOP 1232 /NV. 115.48( N INV. 11873(5) 130' - /5' RCP v N-155460902. E-487487.88 TYPE 'CJNLET WITH STEEL GRATE TOP 129.7 INV. 121M 150 9 I "WIN BOWYER SINGLETON Q LLJ LLJ W uj Lj_ U. 0 _i I.W. R.,. — 31603 I n D211) SrD. u?r. END S ECTION , w/comc. SPLASH PAD IVV. 774L7 ----- -------- , I fl dy 20 2 Acp c OJ5X IN W STEEL, GRATE Top'noi TYPE XE _�Aj7 AN�q —INV '1MV VS 4(5)W - WXMWL� : IMX404.7,40 RCP io 2(Y-M' C 1. 1 *1�549391t. E-48754%zz 'TYPE INLET b209 . WrTH? EEL -GRATE, TG., j IW. 104,601W) J INV. 97M(NE) 95'-18'RCF c 250Y WITH STEEL GRATE TOP 1/6.7 1W. 10752(N) /w. 11223(51 130'-15 RCP v 950, TYPE 'C'INLET WITH STEEL GRATE TOP 1232 /NV. 115.48( N INV. 11873(5) 130' - /5' RCP v N-155460902. E-487487.88 TYPE 'CJNLET WITH STEEL GRATE TOP 129.7 INV. 121M 150 9 I "WIN BOWYER SINGLETON Q LLJ LLJ W uj Lj_ U. 0 _i I.W. R.,. — 31603 IN BOWYER SINGLETON NOTE: A UTILITY, DRAINAGE. ACCESS & SIDEWALK ESMT. IS DEDICATED OVER ALL TRACTS. 6 '0F BEDDING ROCK WITH POLYETHYLENE FILM LINER UNDER ROC LIFT -- STATION TRACT 'L' ft ASPHALT OR I CONCRETE 6" PVC FORCE MAIN 2 -8' WIDE PANELS SWING GATE llµ_ 9 2.2 VA LV VAULT 7 /O FT TRACT "L" IS A UTILITY TRACT DEDICATED TO THE COUNTY. I I 1/ T 1 m s <s bSE I /BB ° p F 92.0 CONTROL PANEL I37LF -6' HIGH CHAIN 51' -IO" SDR26 J PVC ¢ 18.6/Z M / LINK FENCE INSIDE 6 "X16" VERT. CONC. CURB I WATE PVC WATER LINE REDUCED PRESSURE BACKFLOW PREVENTER n _ l� 78 " METER WET WELL STA, 31•20.00, 51.00 LT. TOP 92.00 INV. 71.00 LIFT STATION SITE PLAN SCALE: I ".10' STA. 31. 20.00, C/L STD. SAN. MH. TOP 92.50 INV. 80.68(N) 'NV. 80.59(5) INV. 80.49( N) a 0 0 Z m �Q �� 5= J Q W a 0 2 o � o ti U NOTE. PLEASE NOTE THAT THE SUPPLIER AND /OR MANUFACTURER MUST PROVIDE FINAL SIGNED AND SEALED DRAWINGS FOR ALL ELECTRICAL ENGINEERING DESIGN AND THEIR CORRESPONDING CALCULATIONS "SPECIFICALLY THOSE COMPONENTS FOR PUMPS AND LIFT STATIONS. Z A _ N � ITN ANn°PROVEo O OE wATERncrDw DZ RESaIENT COxNECTOR USr6D In AwENDU O. - Oc, wATER»GHr 1RH A-1 SLEEVE AVD-1PElAG. S— ELL SHALL BE MmE �� AE6 LBE� w ESLRELELTRL , x GxBSxEE xTxE E EVE SHUT y C N ET WELL LOVER SHALL HAVE CONFNEDSPACE ETCHED WIN -yi GFW_EO PTO COVED US o .ALL HARDwAREwwErw6LL BHUL BE 31BSTAINLEBS STEEL. POMPM xDFALroRERSOBMER w GENLEREDOwEMExTS-111111 M,NwMM1�5 THE —1 . IT SNADL BE PLANIEU PIP' TO MELHA=JOlN.s T roTHE xST11FORDEWUNSHALLBERESTRAPID " FTSDEOFV� LB AL LOCATED IITH THE SAME ORIENTANON BA. ALL ARMS ON 1. j o THE LE I _L 1 y F Rro NDIA U FOR COATIN.A AND LwN 1 n 0 > In A O A o zy Z J Dm K A0 f CD, O Oy z n _R z n z O A N o N 2 D r NOTE: USE PLAT FOR ALL CONSTRUCTIO LAYOUT WORK. SUBMITTAL PURPOSE ONLY sane ff Tn m. ` O Ii1 RAM 1/1 UMBR __S` I A __S` _ I N MAaIxE sma ON ALL " p5 1992 ~ �cNC�6laxxLx� wE MwM.0 oBAFr �• 6' DUAL RAIL BASE N PARN 5 u N iEwN. Arn Ax 3 aAS] F 3D. O O PC as 11252 1- 0 II . NOTE: CONTRACTOR TO COORDINATE WITH FLYGT REPRESENTATIVE FOR WET WELL ACCESS HATCH OPENING AND PLATE BASES FOR THE PROPOSED FLYGT PUMPS. BOWYER SINGLETON J i �� a g p zw �Q N O Lu 2 % Y uj "o J e o ° ° u O �S�PO� u8 Pfi EoL:S J u Pa R, 4 l qa 1. NuMo 5Tfi02 PER I'll MANUFACT11EAS eLiMaT X- ELLE -IO WETIELLS�BEAMUIMUM ,ABOVE TopELElAGl 1 OF THE FGAO ARC *NOTE: ESTIMATED MINIMUM DIMENSIONS. D m T T � 2 X MIN 8" (TY G I� NZy r v v L N c S OUTLINE OF 2' IN p " Z ACCESS 1 1 12" MIN OPENING Z F CABLE LL SLEEVE AND HOLDER CO ESSION SEAL TO THE FUTURE 1' SCH 80 PVC CONDUIT -- SCADA PANEL 71 O NOTES: m 1. SEE FIGURE A402 -1 FOR DESCRIPTIONS OF DIMENSION SYMBOLS. p I c, wl 316 SE TO DALTRPNITION RESTRAYIED FIANCE ADAPTER FLANGED COUPLING ADAPTER CHECKVUVEW FVERa EMERGENCY PUMP OUT CONNECTION AND D m (TYP) GOOSENECK VENT WRH ES SCREEN MALE WICK CONNECT 1316 55 CH CAP (MI PER PE55URE GAUGE nPEP COUNry REPRESENTATIVE L REPRTATIVE Ea COMPRESSION SF.0 Rm) �D�E Nu TY °) ET C OtK 'z Wj AND RECESSED I (MEENOTE3) ACCESS NA HANDLE NUM PRECAST CANCRETE TOP �a ET PNO RECESSED IS M RISER POWER CABLE VALVES COVE PROTECTIVE LINER ( I COLIARfi HICK FINISH DE EIEV. UI 9175 - PROTECTAE LEVER ; O 31, s s ouu suoi R � AB 'Y. Pe – C r (PERMANUFACTURER) LIF CNTiYPE 31855 - m H — (SEE NOTE, .....:. :...... y PLUGVALNE MJ TEE C O HIGH LEVEL _ C NARM(A. NOTE T) rSC UNE LOPE {'PERFOOT y DIWN(SLOPE HEATSHRINKSEAL(TTP) 2 pppw PWE IG PER FOOT) TEEWITNOUNOFLANGE � y HL VV 31655 PIPE SUPPORT (SEE DEFUQ IROLSEy n ` C ALAR RE P m °r ELEV x i —INFLUENT �� P 'E � TH UM 51 aBSE N m n R""'TO CONNECTOR R O P H O E� LEV2 Z a B T £ O STONE / ✓ GR {'•:•�,,' m UMPBASE PLAT U O T098 % PER T -ISO C MP MAX NOTES: (SEE DETAE) PUMP SHALL BE FITTED WITH B FEET (6' 4F) DF TYPE SI6 SS, L CHAIN ATTACHED TO THE LIFTING MECHANI AND AIRCRAFT RATED 1l" SCARCE A 1. EACH PROVIDED BETWEEN THE CABLE HOLDER AND THE CHAIN. m 2. WALLSLEEVE AND COMPRESSION SEAL35HALL BE COMPATIBLE WITH LINER. D 3. IF PVWIN. LEVER OPERATED; IF PN IN, WHEEL OPERATED. a. ELEVATI0NX- ELEVATl0N llEET. C 5. PUMP OFF ELEVATION TO BE PER MANUFACTURER'S MINIMUM SUBMERGENCE. 6. SEE FIGURE A402-1 FOR DESCRIPTIONS OF DIMENSION SYMBOLS. T. INSTALLED TD PROVIDE DRY CONTACT FOR 5G4D0. B. ALL FLANGES: PIPE, VALVES ANO APPURTENANCES SHALL HAVE 316 S.S. HARDWARE. NOTE. PLEASE NOTE THAT THE SUPPLIER AND /OR MANUFACTURER MUST PROVIDE FINAL SIGNED AND SEALED DRAWINGS FOR ALL ELECTRICAL ENGINEERING DESIGN AND THEIR CORRESPONDING CALCULATIONS "SPECIFICALLY THOSE COMPONENTS FOR PUMPS AND LIFT STATIONS. Z A _ N � ITN ANn°PROVEo O OE wATERncrDw DZ RESaIENT COxNECTOR USr6D In AwENDU O. - Oc, wATER»GHr 1RH A-1 SLEEVE AVD-1PElAG. S— ELL SHALL BE MmE �� AE6 LBE� w ESLRELELTRL , x GxBSxEE xTxE E EVE SHUT y C N ET WELL LOVER SHALL HAVE CONFNEDSPACE ETCHED WIN -yi GFW_EO PTO COVED US o .ALL HARDwAREwwErw6LL BHUL BE 31BSTAINLEBS STEEL. POMPM xDFALroRERSOBMER w GENLEREDOwEMExTS-111111 M,NwMM1�5 THE —1 . IT SNADL BE PLANIEU PIP' TO MELHA=JOlN.s T roTHE xST11FORDEWUNSHALLBERESTRAPID " FTSDEOFV� LB AL LOCATED IITH THE SAME ORIENTANON BA. ALL ARMS ON 1. j o THE LE I _L 1 y F Rro NDIA U FOR COATIN.A AND LwN 1 n 0 > In A O A o zy Z J Dm K A0 f CD, O Oy z n _R z n z O A N o N 2 D r NOTE: USE PLAT FOR ALL CONSTRUCTIO LAYOUT WORK. SUBMITTAL PURPOSE ONLY sane ff Tn m. ` O Ii1 RAM 1/1 UMBR __S` I A __S` _ I N MAaIxE sma ON ALL " p5 1992 ~ �cNC�6laxxLx� wE MwM.0 oBAFr �• 6' DUAL RAIL BASE N PARN 5 u N iEwN. Arn Ax 3 aAS] F 3D. O O PC as 11252 1- 0 II . NOTE: CONTRACTOR TO COORDINATE WITH FLYGT REPRESENTATIVE FOR WET WELL ACCESS HATCH OPENING AND PLATE BASES FOR THE PROPOSED FLYGT PUMPS. BOWYER SINGLETON J i �� a g p zw �Q N O Lu 2 % Y uj "o J e o ° ° u O �S�PO� u8 Pfi EoL:S J u Pa R, 4 l qa 1. NuMo 5Tfi02 PER I'll MANUFACT11EAS eLiMaT X- ELLE -IO WETIELLS�BEAMUIMUM ,ABOVE TopELElAGl 1 OF THE FGAO ARC *NOTE: ESTIMATED MINIMUM DIMENSIONS. 11 IIAT Tk- F."ll AlIll . . . . . . . -.1 ITAI 11 1 T FIVE I 40 1 & BOWYER �B SINGL SINGLETON `c To ElITTAl1), T' -,I EIIE-E waa EL-1 171 nI111lIT11 G111 .1., Ll E111L1 I IT _IGI z I.TIl C11-, I-1 II 1-1--IATI .1 1L1.,!11. III L11 E 1E SE LIE1=T11E 11 "I �ll T 71-1-L IT- s. 7=T 11LI A-11 I < TA �D�E L E��T 7" _t= E P ITAION I1jl All 1-1 1 IT— T-L 11. All 11 11. All 1L.TP-E F_T 11-T �nALIT G P-1 I-1- 11 A111 I I-AL) 11 _Ljl�A E� E 3CE EL - WMI � n A j3 A T 1 ATI L AV T� I P �P T -0 ATE III T I'll 1111. , U ll� 11E 111 11- I-L IE 1111 -7- I, .111111- H Ar I FT� z I NITE ! L.1 11 NE1 AA.1E1.lA111 I ALL 11T S_A`LlSS S`E A I'Ll I I= LL l 1111-lE ICE-LI T FR =T, =7 Il 171LTII�. T IU2 U N C 1 11111, C IITEI� vi 'I ICI 1 1E "I" IN IllY E 1, TI 1 1 I E _S III d4lq� a. Z . ...... ..... . . C. A- ... AL ncn orE �r � I.T -IL lill lE All- PI AIT "T LE- L-1- H.'E oz,.,� ,aon��,� F-. .I, A1111 t17E EII-E All IR 5 � -1. IIST 11IL7 1T=1 �o 11111IT� P1 1T =5ESR�ETTI�=.�"C T iu IE FL.A-. I OR 1.111I. 'T, �E 1 1,11T ITA- H Il IT-I(IP, M� W PE . .... T 11 < 12 NOTE: TRENCH WIDTH (W) = PIPE DIAMETER + 2' STANDARD ROADWAY OPEN CUT DETAIL % �Bmx M S/newdx SURFACE EPLACENENi TO BE TYPE 5 -1 E ] IN -1//' OVER CUT AREA XNENT PAVEMENT 6 HIGH EA RL Y NWF Cr0.snralx ':: NP OR AND 1 FOR OVERLAY EXIST ASPHALTIC CONC. SURFACE _ EXISTING BASE P2'-O- JOINT TO BE NECHANI CALLT SAN CUT W "T SURFACE BNN J} MIN. TRENCH WIDTH (WI REPLACENFNT BASE ATERIAL 0 PSI XIOH EARLY TO BE ]00 CCNCRETEI8' THICK) STRENGTH D PLACED N ACCORDANCE TH FOOT SEC. 204-22 UTILITY PIPE TRENCH WALL NOTE: TRENCH WIDTH (W) = PIPE DIAMETER + 2' STANDARD ROADWAY OPEN CUT DETAIL % �Bmx M S/newdx TYPICAL SIDEWALK CURB RAMPS AT INTERSECTIONS PER FDD.T.INDEX NO.304 P/L PROPERTY BOUNDARY � •I REO REFLECTIVE BUTTONS SHALL pB0' gLUMINUN HAVE A MINIMUM X &AMETER. SIGN PANEL I 6 WNCRETE FWTINGS ME NOT REWIREO FOR DELINEATOR aa£L%EEATOR � SUPPoRTS. SUPPoRTS SHALL SUPPoRT W BE DRIVEN 36 /NTO THE GR NO. 8• ; AR /ES VARIES Mi DEAD END BARRICADE DETAIL F.D.O.T.INDEX /T349 CASE II (RED REFLECTIVE BUTTONSI P/L PUVr /d DRAIN. /O' DRAIN. ESMT. ESMT. /d Ad 7W SW NM Oa/ VARIES REAR YARD DRAIN RETAINING WALL TO BE OWNED & (HEIGHT VARIES) MA/NTAINED BY HOA SECTION F F � WALLS EXCEEDING 30' IN HEIGHT SHALL WALL & DRAINAGE SYSTEM HAVE HANDRAILS PER TO BE MAINTAINED BY HOA FLORIDA BLDG. CODE SECTION /015. AO 2 F.DD.T. !TYPE S -U STRUCTURAL COURSE (2 -T LIFTS) SOIL CEMENT BASE, DESIGN WITH A MIN /MUM SEVEN (7) DAY STRENGTH OF BO B' SOIL CEMENT OR CRUSHED CONCRETE Cr0.snralx ':: NP 10 SUBGRADE COMPACTED TO 967 MODIFIED PROCTOR MAX. Fwr CRUSHED CONCRETE BASE, TO BE SOURCED FROM FOGY APPROVED SUPPLIER. COMPACTED TO A MINIMUM OES/TY OF 1002 MODIFIED @ 6 CEMENT OR CRUSHED CONCRETE C qY YqR /M Nv Nuns Yud Fd p { D PLACED N ACCORDANCE TH FOOT SEC. 204-22 w R Pro � !/ / § 2a Ndes, Crwswal LaVlpmd /pr Vmp YW Ca/or x b W FDOT. /rxle +Na /TJIIOM /T.S�6 UC N/ Jl4wrdR lks/yu YUd Gb✓azmb FOp.T. r,WS, N0. JW YIeM CurW NBNOS To fm Y0.1NIm1 N SIWNOIR Lamllmr Ta Hms AYax /mm Blab Q' IP1 TYPICAL SIDEWALK CURB RAMPS AT INTERSECTIONS PER FDD.T.INDEX NO.304 P/L PROPERTY BOUNDARY � •I REO REFLECTIVE BUTTONS SHALL pB0' gLUMINUN HAVE A MINIMUM X &AMETER. SIGN PANEL I 6 WNCRETE FWTINGS ME NOT REWIREO FOR DELINEATOR aa£L%EEATOR � SUPPoRTS. SUPPoRTS SHALL SUPPoRT W BE DRIVEN 36 /NTO THE GR NO. 8• ; AR /ES VARIES Mi DEAD END BARRICADE DETAIL F.D.O.T.INDEX /T349 CASE II (RED REFLECTIVE BUTTONSI P/L PUVr /d DRAIN. /O' DRAIN. ESMT. ESMT. /d Ad 7W SW NM Oa/ VARIES REAR YARD DRAIN RETAINING WALL TO BE OWNED & (HEIGHT VARIES) MA/NTAINED BY HOA SECTION F F � WALLS EXCEEDING 30' IN HEIGHT SHALL WALL & DRAINAGE SYSTEM HAVE HANDRAILS PER TO BE MAINTAINED BY HOA FLORIDA BLDG. CODE SECTION /015. AO 2 F.DD.T. !TYPE S -U STRUCTURAL COURSE (2 -T LIFTS) SOIL CEMENT BASE, DESIGN WITH A MIN /MUM SEVEN (7) DAY STRENGTH OF BO B' SOIL CEMENT OR CRUSHED CONCRETE 300 PSI. COMPACT TO A MINIMUM DENSITY OF 95X MAX. DRY DENSITY (ASTM D-556) 10 SUBGRADE COMPACTED TO 967 MODIFIED PROCTOR MAX. © DENSITY ASTY. D- 1557,75 FBV. THE UPPER 6'TO BE STABILIZED FOR CRUSHED CONCRETE. CRUSHED CONCRETE BASE, TO BE SOURCED FROM FOGY APPROVED SUPPLIER. COMPACTED TO A MINIMUM OES/TY OF 1002 MODIFIED @ 6 CEMENT OR CRUSHED CONCRETE PROCTOR MAX. DRY D PLACED N ACCORDANCE TH FOOT SEC. 204-22 ROADWAY DESIGN LEGEND I •F �� I W NMx I xxxx � �WmX A C TYPICAL SECTION - 52' R.O.W. C -C P/L I 20' DRAIN. ESMT. Y DEEP '✓ B -r /x roX SWALE eLAV, B• 4` roX Bp lo• lb VARIES .1T BJ' E• Y 2• 3 B• A:I M Px 2 0.5'OEEP SWALE 4:1 PET, NING BYPASS WALL W/O COLLECTION HANORNL SYSTEM LOT SECTION H -H b b b ,ryN o Y(9BA5[. CONCRETE RIBBON CURB DETAIL SECTION G -G 2'VALLEY GUTTER STANDARD TYPE "F °CURB & GUTTER DETAIL I AUEr pypx I _ upY� cV,T£F � � d iL ] -F I A B C TYPICAL SECTION - 52' R.O.W. WITH PARKING D-D I Art e�NV. e cb eOVx I x �x A C TYPICAL SECTION - 5(Y R.O.W. E -E SEE SHEET lO FOR LOCATION OF SECTIONS RIBBON 2J'MIN. 21 2T NIN. O(tNEWAY LAYOUT j6 MAX. JE MAX. 4 lz Ir /r /r Iz pµEMENT b, fir'• B 5YAB/[/ZE9 '� BUBGRADf '�; pOMPACTED'SUB$ASE �A MIAMI CURB & GUTTER DETAIL MI — /-R— L /NE NO T£:LONGITUDINAL 6 LYING. S/W SECT /ON In SLOPE OF S/W CANNOT EXCEED ltd %' EXP. HINT LOT TRANSITION LINE %'EXP. JOINT 3' DROP CURB Y HIGH CURB RESIDENTIAL DRIVEWAY APRON V� BOWYER SINGLETON V) J Q Q LLJ h Q Q- IE ob g - Q �9 00 d oz z= �R R � R W w o u S6PS € S6E "E; &_ TYPICAL SECTION - R.O.W. VARIES A -A TYPICAL SECTION - R.O.W. VARIES B-B 18" and 24" I nline Drains �d w•eury N'/o aaeme ro.,lan P °xomG r Grate Options 18 "& 24'• Grates Fn 12" and 15" Inline Drains a�lar �I'a yore � o Grat Options 12 &15•' -- Hinged Grates I r,w I I I D2I04 - BUBBLE -UP STRUCTURE DETAIL — — u a I L , 4 . x J. w aF c 2s Eb i N oWo� /os� � FOOT IOI4 DITCH BOTTOM ThLET TYPE9 C, D, 8 AID H — � 333 I of GFGIGN SiaN J_ I _W EIR ELR c SKIMMER BOT. F OUTFALL CONTROL STRUCTUR INLET PER F.D.O.T.INDEX NO.232 SEE PLANS FOR ALL ELEVATIONS AND SIZINGS DRAINAGE OUTFALL CONTROL STRUCTURES A B H C D Structure Number Pond Type of Structure Top of Structure Weir Elevation Type of Weir Span Weir Rise # # DOT name ft ft Weir in in D2101 10 E -BOX 88.00 n/a n/a n/a n/a D299 20 E -BOX 88.00 n/a n/a n/a n/a D2103 ' 70 E -BOX 82.10 81.20 Rectangular 2 -24" _ 10.8 DRAINAGE OUTFALL CONTROL STRUCTURES E I F G H I Structure Number Skimmer Elevations Clearance around Upstream Invert Downstream Invert Downstream Structure No. Top I Bottom # It ft in ft ft # D2101 89.2 87.50 15 75.93 75.00 D2102 D2112 N/A N/A N/A 85.28 85.12 D2113 D2113 90.0 N/A WA 85.12 85.00 D2114 D299 89.2 87.50 15 75.79 75.00 D2100 D2103 82.7 80.70 15 72.58 72.50 D2104 M MA 4 BOWYER SINGLETON 0 0 L, oW Y £ O O O ` U o E —JT m�mmm mmmmmom n o mmmmmm lggffl�� RAM; T W A: mm M-. BOWYER SINGLETON O O LL ZQ o n Q 0z o GSgQOg - 'q5 AT Vi �1 B WYER SINGLE O C) ....... HL X.E '�V U 'N' P 2 AT Vi �1 B WYER SINGLE O C) ....... X.E '�V Vi �1 B WYER SINGLE O C) ....... X.E '�V 5 SELECT COMMON SETELT COMMON ALL T ALL BEDDING ROCK PIPE BEDOINC (SEE NOTE 6 & 9) UNDIS7UABED EARTH NOTES: 1. PPE BEDDING: SELECT COMMON ALL COMPACTED TO 953 OF THE M4XIMIAA DENSITY AS PER MSHTO T -160. 2. TRENCH BACKRLL: COMMDN ALL COMPACTED TO 953 OF THE MUMIUM DENSITY AS PER AASHM T -LBO. 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CIIY. 4. (): IS' W. FOR PIPE DIAMETER LESS TWIN 24', AND 24' MAX. FOR PIPE DIAMETER 24' AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCII I. 6. All PIPE TO BE INSTALLED WIN BELL FACING UPSIREAM TO THE DIRECTOR OF THE FLOW. T. REEA TO SECTION 32.5 OF THE MANUAL FOR ShEEDNG AND BRACING IN EXCAVATIONS. 6. GRAI SEWERS SKILL LRIUZE TYPE A BEDDING, IF REWIRED BY THE CRY. BEDDING DEPTH SKILL BE 4' NWB.NM PER PIPE DIAMETER LESS THIN 15', AND 6 MINIMUM FOR PIPE pMYEER 16' AND URGER CITY OF DCOEE UTILITIES DER 9. DEPTH FOR RENCOL OF UNSUITABLE MATERIAL SHAD GOVERN DEPTH OF TYPE A BEDDI BEDD ROCK BELOW THE PIPE. CITY SHALL DOERMINE IN THE AND TRENCHING FIELD REWIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. z' A, IB20 IESD SOLID PURRS PIPE ATER 21' 1. LETTERING SHALL APPEAR ON 3 SIDES 3. LETTERING MUST BE PERMANENTLY OF THE PIPE AND RUN THE ENTIRE IMPREGNATED INTO THE PIPE (T EH M OF THE PIPE - MAY NOT BE STENCILED TO E PIPES SURFACE). 2. LEBERING SHALL BE A MIN. OF ' IN HEIGHT AND APPEAR ONE CR MORE 4' 0 R COLOR. OR TIMES EVERY 21' ALONG THE LENGTH OF THE PIPE. RECLAIMED WATER MAIN WS TYPICAL METAL PIPE 2.5" - 4' PIPE - 3" TOE Si CENTERED ALONG TOP HALF OF PIPE, RECLAIMED WATER MAN RECWMED WATER WIN 6' - 16' PIPE - 6"TOE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. 20" AN O URGER PPE - TOE S PLACED ON BOLA SIDES OF THE TOP HALF DF THE PIPE WITH A THIRD STRIP CENTER. ALONG TOP HALF OF I / ` lmwm vmr.w 1� .e wu v�Ml FPER PIPE PURPLE WITH E TAPE W - WHITE OR OTHER COMRASTING PERMANENTLY 1 IMPREGNATED LETTERING SHALL BE USED. THE TOE SHALL RUN FROM NT TO JOINT ALONG THE LENGTH OF THE PIPE METAL RFC AIMFO WATER MAIN WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (RECLAIMED WATER) FINISHED GRADE - 4' LWL: 5' WALLS (MIN.) PIPE PLUG (TYP.) 2 — 2' CATE VALVE — 2' NIPPLE — FITTINGS AND — PIPE FOR A.R.V. SWILL BE BRASS offT f-TiNNIAK NOTES: I. ABOVE DETAIL 15 EASED ON 2' COMBINATION AR/VACUUM RELEASE VALVE. CHANGE PIPE AND FIRINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETERMINED BY THE ENGINEER AND APPROVED BY THE Cltt PRIOR TO INSTALLATION. 2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE SMALL BE 4.D FEET. CITY CF OCCEE UTILITIES DEPARTMENT AIR OR COMBINATION AIR/VACUUM RELEASE VALVE DETAIL HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS PROPOSED PROVIDE ONE C...NUW OP S LC OF TRACING WIRE MITH 24" OF EXCESS x WATER AND COIL EXCESS TRACING WIRE IN VALVE BO%. I STORM SEWER fIO THHN SOLID COPPER I UTILITY TRACING WIRE G N RA NOTES' P.EC'JNMEO 1. ALL LC PIPE. PVC PIPE DR ANY OTHER ORWED 3, FORCE MAINS- TRACING WIRE SHALL D- NONMEMLUC PIPE SHALL BE INSTALLED WITH 0 THHN SOLID COPPER TRACING WIRE. TRACING TEND A MINIMUM OF 2" ABOVE GRACE T EACH INTERVAL AND SHA BE COILED R LL W IRE MUST BE INSTALLED DIRECTLY ABOVE THE PIPE IN A CONDNUOUS CIRCUT AND BROUGHT TO i THE SURFACE AT 500' INTEHVALS AS FOLLOWS: 4, ON DEAD ENO MANS THE TRADING WINE IOENT- POTABLE WATER AN RECLAIMED WATER S5TEM5- TRACING RE SHALL ALLOW SHALL BE PLACED IN A PROPERLY IFI ED PVC VALVE BOX AT THE ENO OF TRACABI OF ALL PIPE BRANCHES 2 INCLUDINN G THOSE FOR TRACINGS AND SERVICE CONNECTIONS. TRACING WIRE THE RUN. TH G EXTEND A MINIMUM OF 12' ABOVE GRACE EACH INTERVAL AND SHALL POTABLE BE COILED AND PULED IN A VALVE BOX LE FOR EASY ACC6981LTIY. - 3 CITY OF OCOEE UTILITIES DEPARTMENT 10' TRACING WIRE 3' CONNECTION O WY IW9 — 112 WATER NOTES: I. ABOVE DETAIL 15 EASED ON 2' COMBINATION AR/VACUUM RELEASE VALVE. CHANGE PIPE AND FIRINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETERMINED BY THE ENGINEER AND APPROVED BY THE Cltt PRIOR TO INSTALLATION. 2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE SMALL BE 4.D FEET. CITY CF OCCEE UTILITIES DEPARTMENT AIR OR COMBINATION AIR/VACUUM RELEASE VALVE DETAIL GENERAL NOTES HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS PROPOSED PROVIDE ONE C...NUW OP S LC OF TRACING WIRE MITH 24" OF EXCESS x WATER AND COIL EXCESS TRACING WIRE IN VALVE BO%. I STORM SEWER fIO THHN SOLID COPPER I UTILITY TRACING WIRE G N RA NOTES' P.EC'JNMEO 1. ALL LC PIPE. PVC PIPE DR ANY OTHER ORWED 3, FORCE MAINS- TRACING WIRE SHALL D- NONMEMLUC PIPE SHALL BE INSTALLED WITH 0 THHN SOLID COPPER TRACING WIRE. TRACING TEND A MINIMUM OF 2" ABOVE GRACE T EACH INTERVAL AND SHA BE COILED R LL W IRE MUST BE INSTALLED DIRECTLY ABOVE THE PIPE IN A CONDNUOUS CIRCUT AND BROUGHT TO AND PLACED IN A VALVE OR METER ECK FOR EASY ACCESSIBILITY. THE SURFACE AT 500' INTEHVALS AS FOLLOWS: 4, ON DEAD ENO MANS THE TRADING WINE IOENT- POTABLE WATER AN RECLAIMED WATER S5TEM5- TRACING RE SHALL ALLOW SHALL BE PLACED IN A PROPERLY IFI ED PVC VALVE BOX AT THE ENO OF TRACABI OF ALL PIPE BRANCHES 2 INCLUDINN G THOSE FOR TRACINGS AND SERVICE CONNECTIONS. TRACING WIRE THE RUN. TH G EXTEND A MINIMUM OF 12' ABOVE GRACE EACH INTERVAL AND SHALL POTABLE BE COILED AND PULED IN A VALVE BOX LE FOR EASY ACC6981LTIY. - 3 CITY OF OCOEE UTILITIES DEPARTMENT 10' TRACING WIRE 3' CONNECTION O WY IW9 — 112 GENERAL NOTES HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS PROPOSED B. WHERE 12" MINIMUM VEn— SEPARATION IS NOT AITANABLE CROSSINGS. USE ONE FULL LENGTH OF OUCOLE IRON OR x WATER SANITARY SEWER STORM SEWER SUPPORT MAY BE REWIRED. UTILITY POTABLE WATER P.EC'JNMEO (GRAVITY a: F.M.) PLY. J) ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE A CCEPTABLE VARIANCES ygRIANCES OF PIPE UNLESS OTHERWISE SPECIFIED. HORIZ. VERT. HORIZ. VERT. HORIZ. VERT. HORIZ. VERT. CASEMENT MUST BE USED UNTIL NWINUM CLEARANCE IS RE- GAWED. POTABLE - - 3 12" 10' 12' 3' 12' WATER RECLAIMED 3' 12' - - 3' 12' _ - SEE GENERAL NOTES: NO.4 WATER SANITARY 10' 12" 3' 0/0 12" - - - - SEWER GENERAL NOTES T) ME TABLE REPRESENTS Tiff MINIMUM SEPARATION REWIREMENTE AS B. WHERE 12" MINIMUM VEn— SEPARATION IS NOT AITANABLE CROSSINGS. USE ONE FULL LENGTH OF OUCOLE IRON OR DESCRIBED IN F.D.E.R. RILES OF ME FLORIDA ADMIxISTRATON CODE (FAC.). THESE SEPARATION REQUIREMENTS SHALL APPLY BETWEEN ENCASED PIPE CENTERED AT THE POINT OF CROSSING. SPECIAL NEWLY PROPOSED URIDY LINES AND EXISTING OR PROPOSED UNUFK SUPPORT MAY BE REWIRED. LINES. 2) FOR THE PURPOSE OF THIS TABLE, RECLAIMED WATER SHALL MEAN —NED BY FAF. C. IF 36'MININUM DFPM OF CWER IS NOT MAATANEO, SPECIAL PNOTECRON OR PIPE WTERAL UPGRADE MAY BE REWIRED. UNRESTCTFD PUBLIC ACCESS REUSE WATER AB J -610. OTHER TYPES OF RECWMED WATER ARE CONSIDERED RAW 5) SEWAGE AND SEPMARONS LISTED FOR SANITARY SEWER SHALL AP- NO WATER PIPE SHILL PASS THROUGH CR COME IN CONTACT WITH ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCT- PLY. J) ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE ITRE. OF PIPE UNLESS OTHERWISE SPECIFIED. CITY OF O COEE UTILITIES DEPARTMENT 4) ACC VARLWCES: ERE HORROHTA. SEPARATION IS NOT ATTANABLE. DUCTILE IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT LEAST ONE OF THE PIPES. CUCTAE IRON OR CONCRETE EN- UTWTY PIPE MINIMUM SEPARATION REQUIREMENTS TABLE CASEMENT MUST BE USED UNTIL NWINUM CLEARANCE IS RE- GAWED. THE WORD 'MAY" AS USED ANYWHERE IN THESE SPECIACATIONS, INDICATES CITY ENGINEERS DISCRERON TO BE TAKEN ON A CASE BY CASE BASIS. L1i ION " ML4P I1J i 1w .._ BOWYER SINGLETON 4 0 Ll �Q eb g p N WW a SE pz� Y R Q�V a R3 S CI1 � w U W O O £ E W e a:aai� �a PSE�E�` Streetscape Elevation NOT TO SCALE • Bo,,,,, 1 SINGLETON o � o Q � Q W J m W � Q - 2 N - a _ c W a w= U o ti Q U Model A Model B Model C Model D Model h BOUNDARY (TYPJ Z f- -n Conservation Area Na GumpMq. ` I* nmi.» fN iw,l e� O 12'X12' CONSERVATION AREA SIGN N.T.S. — I EXISTING WETLAND \\ it I� TO POSED WET LAND FFER !'TYPJ \ 1 1 1\ a CLARCONA -OCOEE ROAD NOTE: CONSERVATION AREA SHALL REMAIN UNDISTURBED. ALL CONSTRUCTION, DUMPING AND DISTURBANCE TO SOILS AND VEGETATION INCLUDING: MOWING, TRIMMING AND REMOVAL SHALL BE PROHIBITED. The SJRWMD approved mitigation plan for the Arden Park U '. PERTY wetiond enhancement, 4.6 acres of upland buffer iW NDARY J ' .q � 4o a BOWYER post condition. The mitigation plan enhances tle SINGLETON LEGEND buffers and provides assurance there Is no net /ass of o` EX /STING WETLAND LINE - preserved via a conservation easement dedicated to the PROPOSED WETLAND BUFFER - - - - - - t� PROPERTY BOUNDARY b the requirement of 6.6 acres of designated conservation SITE DATA areas. °�Q m TOTAL WETLAND ON -SfrE- ---- -- ------ -- - - - -- -54.44 A.O. �b PROPOSED TOTAL WETLAND IMPACTS .---------- 26 AC. Q N PROPOSED TOTAL SECONDARY IMPACTS_ - - - - -0.04 AC. colnwort (Centella aslatica),pennywort (Hydrocot/e umbelloto). moidencone (Panlcum hemltomon). fragrant water Illy PROPOSED WETLAND IMPACT zi O W q z Z(J sp.) prlmrose willow (Ludwlglo octavo/vls), cottoll (Typho sp Y ERy ® PROPOSED SECONDARY IMPACT _J q k 7 ". s' Musa. Virginia creeper (Port /enoclssus qulnquefo/lo),olr ® WETLAND ENHANCEMENT a j? LL '`V o BUFFER ENHM/CEMENT Exotic /nulsonce vegetation Is approximately 157. and Is W w comprised of primrose willow (Ludwlglo octova/vis). torped0gross (Panlcum repens), Carolina willow (SolIx 'P- U �` O a,yi M (Eupctorlum COP1111follum), cassorweed(Ureno loboto), � W O The SJRWMD approved mitigation plan for the Arden Park U North Project Site Is comprised of 51J7 acres of or site wetiond enhancement, 4.6 acres of upland buffer enhancement. The wetland and upland buffer mitigation p lan consists of exotic removal within the on -site disturbed wetiond and upland buffer areas remaining In the post condition. The mitigation plan enhances tle on -site disturbed wetlands. lake Ilttora/ zones and up/ond buffers and provides assurance there Is no net /ass of - wet /and function. The wetland and upland buffers are - preserved via a conservation easement dedicated to the SJRWMD. The 51.17 acres of wetland enhancement and 4.6 acres of up /and buffers total 55.77 acres and well exceed b the requirement of 6.6 acres of designated conservation - areas. The wetland enhancement areas ore consistent with the Lakes greater than /O acres. but less than 100 acres (523) and Vegetated Non - Forested Welland (640) classifications. Ax� Vegetative species Identified within this system Includes colnwort (Centella aslatica),pennywort (Hydrocot/e umbelloto). moidencone (Panlcum hemltomon). fragrant water Illy (Nymphoeo odorata), torpedogross (Panlcum repens), broomsedge (Andropogon v /rglnicus), beakrush (Rhynchosporc sp.) prlmrose willow (Ludwlglo octavo/vls), cottoll (Typho sp blackberry (Rubus fructicosus) elderberry (Sombucus conodens/s), wild taro (Co/ocoslo escu /enta).banono trees ( ". s' Musa. Virginia creeper (Port /enoclssus qulnquefo/lo),olr potato (Dloscoreo bulblfera) and Carolina willow (So /lx a cor011n/ona). :_P Ig 'S Exotic /nulsonce vegetation Is approximately 157. and Is .. - 5 .s comprised of primrose willow (Ludwlglo octova/vis). torped0gross (Panlcum repens), Carolina willow (SolIx 'P- caro/Inlanol,hairy Indigo (Indlgofera hlrsuto), dog fennel a,yi M (Eupctorlum COP1111follum), cassorweed(Ureno loboto), � chinaberry (Mello ozedarach). wild taro (Colocasla esculenta) earpod tree (Enteroloblum contort /slllquum) and air potato (Dloscorea bulblfera). -,5�ioo vine o .gi I The permittee will be responsible for the removal of exotic and nuisance vegetation as defined by the Florida Exotic - Pest Plant Councll 2011 Invasive Species List. Mo/ntenonce WI /I be conducted, as necessary, In perpetuity and will use appropriate methods of control that Include. but are not limited to, cutting, mowing, chemical treatment, hand removal, or any combination thereof. The personnel Implementing this work will be qualified to Identify exotic and nulsonce species. In odd /tlon. Ney s/oerld be qualified to recognize key protected species that occur Jn the local urea In order to ovoid damage to these species. Exotic plant removal will be performed to minimize damage to non - target sensitive vegetation. ARDEN PARK NORTH PHASE 2 PARCEL ID. NO.: 04- 22 -28- 0000 -00 -001 CITY OF OCOEE, FLORIDA HARDSCAPE, LANDSCAPE & IRRIGATION CONSTRUCTION DOCUMENTS Issued for Review 31 AUGUST 2014 Prepared for y STANDARD PACIFIC HOMES 444 W. New England Ave, Suite 220 Winter Park, FL 32789 Phone: (407) 468 -7594 ARCHITECT Contact: Stephen Polachek SHEETS LANDSCAPE Court Street Partners, LLC NDIX ID 01 INDEX SHEET 733 W. Smith Street Orlando, FL 32804 Phone: (407) 256 -2625 PROJECT LOCATION REFERENCE SP -01 SITE PLAN KEY MAP Contact: Todd Clements, RLA s w w 1 - • , I L P r HARDSCAPE HS 01 HIS 02 HARDSCAPE PLAN HARDSCAPE PLAN HARDSCAPE PAN IRRIGATION DESIGNER w.v ) M =! HIS 03 PLAN Insight Irrigation LLG 37130 Oak Lane Umatilla, FL 32784 j • o,'.1 a _ ■ 4 t ' + ' .., HS 04 HS 05 HS -06 HS -07 HARDSCAPE HARDSCAPE PLAN HARDSCAPE PLAN HARDSCAPE PLAN P � ' �,' _e HS -08 HARDSCAPE PLAN Phone: (352) 434 -5015 , _ : • d a$ �_ HS -10 HARDSCAPE PLAN Contact: Aaron Smith i ) w. ~. t T � HS -11 HS -12 HARDSCAPE P AN HARDSCAPE DETAILS , N.� � I a � .�� - y e•✓ ". -� ' ° ip"� '3 ", ' "r �., ` HS -13 LANDSCAPE HARDSCAPE FINISH SCHEDULE CIVIL ENGINEER � � �� •, LS - 01 LANDSCAPE PLAN Dewberry/ Bowyer-Singleton Y e +� j I �, L� l LS 0 LANDSCAPE PLAN CAPE PLAN 520 South Magnolia Ave _ P •+— r ¢ jl C 5 -03 5 -04 LANDS LANDSCAPE PLAN Orlando, FL 32801 Phone: (407) 843 -5120 . • �' b ~ r LS -05 LS -06 LANDSCAPE PLAN LANDSCAPE PLAN Contact: Chris Grammier, PE {g ~ 3 • " , US 07 LS -08 LANDSCAPE PLAN LANDSCAPE PLAN _ LS -09 LANDSCAPE PLAN �'- CJ ; e _( ♦ LS -10 LS -11 LANDSCAPE DETAILS & PLANT LIST LANDSCAPE SPECIFICATIONS IRRIGATION IR -01 IRRIGATION PLAN I R -02 IRRIGATION PLAN . rc E `•_ g' 'L�1! R -03 IR -04 IRRIGATION PLAN IRRIGATION PLAN IR -05 IR -O6 IRRIGATION PLAN IRRIGATION PLAN ^^s� -y, •'� � d '�+ , IR -07 IR -O' IR -09 IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN p, (+:. �, , .�+ i• 3 !' ID -1 IRRIGATION DETAILS IRRIGATION SPECIFICATIONS IN -01 3 GENERAL NOTES R A PAxnxG DNEaSU CH NVG GE NE 5, RE. CR PARKxG LIII, O 1S ] FELY I CTON S11NC COIDIIII ND FCCATEN EE PROPOYO DIRICE E rS PR N AnvC "I D SHALI ACCRI 11 n "ELEircxTOOKaI DAY, ON e A: GRaxo TO ITS oNCINAL cPioaoN IND To NE DR snr.WACnox x n +E olwa�s A ND'n 111 N WS OPNOV 00 Ni MEET AN NE RE_NENTS N N 1-1 ANCWEOnGn03 IN E C RUC , CE ANY OI E NCEN TS. ADD ISTIE R G ONSIINES NIL RE FIND BY NO CN R DENIT OF FINI PA 1111 So RE BRDO L1. N1 ATTENnN N N N AI CARER s 11PFES nvE Aut /a+ R NBUC A TO COBBJCAT ACEESS ND STAO.BG AN THE OxHfAS REPRESENTAnRE mE COIRACTGR ALL E, STAI a nIA— Nora NIAVFR11 DJRnD ca+smucntx. I'D" SSANY TO M, ZE ANTA SE MPACTS x ACC C afDNCE AN AFL PL APUDIE FEnmAL STATE AL "o FINAL w io D nE s A 5 x I LDIA I IND 1115 o K E.'Re AIDE L INTEL BALL RE ROFONED DAILY PROM NE NT P E1 NTAT E DOTING N Ga Y a 1 E R W ONIIR FOR SCHEDDUNG AND CDDRI NAN:ON a A NK WT ONm TRADES Ant NE OA.EFS REN't 7 TATT 12 TS.nI C O N TLN CE A CWA L NONLY A N P CE SS Y JTJ COMPALL R 18 HAS ua:I'UU PRIOR TO DIIFIC FOR FIELD u RN I D 13 All SISTIS - ROADS. I Cu NB unll seems, AND DTNm PEREND To REUUN 91A,L BE INLY1 LANDSCAPE NOTES SJBSwACE ulnunElu REVIEW ARCwTCNRE/ENCnIEERIVG PAxS r0 eECWE 1HOROUCxIV FN'uN AN SUHAa AND I IS wT I A4 � n LLN ND tol RE WN NTRIACTNLO� ENIS ARE Fat NE CNRN wENCE re R r0 CON NE LANDS No1lTCiiN ITARECALIBIR PRINS 10 CONFOACT IWAND Al Dw.ACEUDRT a wa1L F SF. FORR SPLAN c, PEDITS ASSECATENT All wRk.".smcnaAL cIDES RE cNTBACTmrs IABwIY CT ALL >Hr_ SPECIFlED A NIN llAAPNS IF Rel NAATm1AL AND SPEO' AVA DN PUNT 1ITRAt TO DE E11IS ANATERBILS reEPRESSINTAIRB FBI R n ET �wOI ALL 5 T 1 PF FFE SIiE CLI A F I111J' SIZES CCRTALER BEE W ALL RE IFFASLD IF IECESSARY r0 PADNCE PLANT MATERIAL LOSS NOT C-1 N' RE NBALREMEIN AS SPECTER I PER! NE OWNER'S FRIESNT IOF 6 ISPE[CRSES NE IND r0 REJECT WCAN PLANT ND REC RAE THE CONACTCR To F[PLACE CTEO A NT.NJE ED INANTNNCE'IN FEN ERECTED AND RBID r0 BE ACCEPTABLE. 1. IS CONTRACTOR WALL PRONLC N APPRORFL PLNTNG SOIL "NEW FOR ALL PLANT DATR'AL SEE SPECI.ICATONS RE T ACTai WALL BE E LED ITABNTY ND PEu'�NaD TR ALL NEED NL INTENDS, [R IT 'RIB ALL SE AN BARE ee DNE I AamDNCE ITM AFTrSTEIRCATINS r " STAR W I II C . MA W 1 Am ^AS oR MALE E ERECT SCRITIN rD P_ANI I mE CCIRCE IRK: TREE NBLESION ND 11 TIES B REDONE B %ALLA ERN' OF eft NCLES STUJANIN BE SCOT INNIA E IDERE REIIIJIL 10 Apc.MNMOD rt B 1EIF11 TERE RE"' IN FOR l BY NEW (11TRUCIEN 12 IENIRACr TE'PORARY ALL-01 SITED FOR RELICAIEO E t A R WALL PROTECT FISTED 4ECETAP08 TO RENII AS SIORN 0x LRA ASS OR BY MEANS APPROVED BY 'TIRE CNN RITRISEENTITI 11, 11 N_AT 1V COIL BED uxls AR]ND E, ICNC NCErnnaa 6 I Acres WILL BEAR ALL Cosrs A LESTNG a SOILS, ANNFIENTS ETC AIROBATN AN NE Ale, YE 5 Y'EL FTATNS FIR .ADD,TNAL conk NEW REDFwTi CO NTRICI OR CF AL IYNERS x JLST L N TATON PLANT MATRIAL PRIOR TO 1111AING ISTALLALON FOR NE IE AND N WRlICES. .S WALL .. A S NIa, S c�' TE T 11)11CH END PACED MEND IND BASE ef NE m'NK. z AS S E°F`"FD DA FI Dl ox PLN s. REFER TO LLF R LxK ( r ) . AY ] (G5Y4 e° RFS oA9B�F FOR lo, TENTRAII. ALL RE IFECLISILE IN DID ._ 1. - —11, AREAS. Or III ITAT" IF ZB. COxmNTCR P .91ALL RECAADE ALL ARAS DSNRBm BY PLANT REMON.AL RFLOLATDN All NITAFLAIEN ARIK. BY a,AL 11E AND D, ,I AL LL 1AIIII PANT MATERIAL DBNRRID BE °DI;' N IT � o RELILARDN. ND /0R wnADAT�8 4 TG'NCE WIALL BEIR AFTER EAII PINT HAS BEITw INSTALLED AND S GALL LOxTx'JE L'NIR 111E IN IF SCR I DEAD SABITA AID NY DTI R CARE M1EaSSNr ECR CF I F P1MT ATEREAL SLAE_ CARED Z LAV]SCAPIxG, N A oN IN SUBSAINIF COFPLRCN OF NE —1111L SE x OATS YNE AN 21 CONTRACTOR PLAII O N ' . All" SOL "IN DATE or IN JA S ALLAIDDE OF SYL111111- or 28 CO RLYST APIRIDE IL SPEACEN 111 111. IS IS ENT ot T STEEL LO BE G NN w E 60 PER 11. A -615. R ORGING BARS WALL BE PACED B Nil ROLE OF NE ON NG DRAwNGS n1D "TM'�w�x° <u BY oo'A_ESS I B Barron is ENNIS On "- KNECE'I. DR NIND uorE ON R NE STALL e1 STOP N OF NT MASavFT 1 -1 / PRO [T ST OP PE D PE SUB NI A NE HO ATECK l T R PED BROW Y m IIR��LY CLEARED III PLENCIR TO 1— C NLS NE O BE LY WORD PvORRE IS G1 0- JRSf DIS nc IALL WOR FOURTH ° CINSE FOR EARN RAm x oo o. z ISNIOa T RENT ACROS EEIPAx9PN AontS. Y LAY Jaxr % musmucnox, DIN CNSmuCTSYN AcmfRESITS PROPER N STREI.N. SNAALLL TMS 0.mONSTEN a R ne CNTAneR amLCCNAL STEM ALL ONE AL STET SNAPES AND PATE WALL CORD i0 IN A-36 ANN NE' FLACON IN THE BEEN. x .e Al A IIII AN IN. CNI FF I IRSETR ASSCO 1. P1 B (TY Y NYS } AMm CAN "'.I CE STEEL IEIPIT OT. 29 REa IREMATS OF THE STATYD. D FLY ALTDlu�1 aU T111 C IS R IBN' BE Dr, ,NERICN Y POLLIG"SIDEn. ALL SYCEL TO RECEK ONE SLOP COAT ND ONE NELD UP COAT OF APPR04EN PAN' IS pN Fm SER ON A325 H ON _NG All AIDS oR A193 Ba e THE ANEDIAN s R nTNE or �TCS I Au NLLOR SELTS WALL CONFO U IC ASIU AID NR ABm (IREAREG RID). ERECT ALL STEEL 10 oCIPNM 10 - 111F Anol FOR THE RICY. FABRICATION AND ERELna1 DF SmUCTJRAL ST(L Tat 32, FuLDROS' "ME OF ED DID NC ADDER RAMS TO BE PLlIF. " 40ARE AID TRUE TO FINE AND L£RE. CxECrED By SJI4 S L ST ] CON BY READING F A_[ESSARY. POOR MATCHING E, x11ES IS SUFnCJENT CAUSE 1 — IFF FOR RE 11 1JT 0.Fi.NC. fN,ARCF_ UES , GRaT TONY .aJUN BAY PATES WALL IF NM- SxRII1 Clout RY TNBEN' N APPROVED EWAL, SAND P9 IN,RON ]a. L IuaFR 9 (IN NEAR NR IS RE L MD Ax R L[ D FDe ABS EDUeER NE xTl1RN PINE r.SPEL— BUAE ] DO NJI LOCATE IF, NEEDS DISR BAD FIRE (5) BaT CAUETRS — THE END BE ANY wooD FRADINL'DIBESE .1OYO AxA uEREmS 91A.L BE ITRICERE- TREATED ESE AN TYPE WATERESENE PR RVATNE IN IIINDNLE IN M CA, woof - PRESERVERS STNCARD Jt -CB IN THE FaLOANG APPIECATCNS: ARNAT ]I. A111-11 xD- ca.IACC NR w - CRWNC LEE INDIA s�B uY "c`/All z5 CS, M INT K oer (nos 1) ]5 E. SALrnATER NOR. MARNE n1ES Ne" ICA z>C x) NOT, aEOSOrz LLEI /CE a >r aP Di noePov er BIEas E`FISxNT- FAITICI A AeDVE G - PP EN cA- vAINCY MEEPxc AIN A653 9) AII]S A T ED B LAB ) CR;WS, ITS WASPERS Al CWTACT IN Alo .31- 8595 cuss 55 D xnx LADY oEPDN E0 NINCSTANG AS ] rM z) Pon III DIPPED cALVAxIZ N u Enxc A n S ST 1 LES EEL — .INCH OA 51 B C ACRE -.C"D GODSON NADS 6 GUH N A1L5 w L[MACT AN K¢ D u NO TrIIEVUO u 31 6 NC A� uN.xE AN C11011 jL I 5TAIL.5S I 1T£l TYPE BDS CR n6 AD'. v PLATE AID A-11 TO BE 611 -.6. l A 1C TO BE Ix ALCORtnvtE AN NE NERICAN AFERIS SLGIEFY'S STANDARD WAS OT; INUCNRAL ALDII.'G c I Ai TO 11N I T 1. AND IC ALLEN N C11— 'UPRENI WASBRS..11P. -1 11111 AS li REO N0 p0a /�PArtoUNT AND F D. ICE R /NPA /1_SLlTAx LOraALTIR ALL STAKE W I T I I E'SPA /F l R LID An I ISLED CRAOE NE COLD AL Po APAW�xTAI 101TRAC N IS �RESPER"I" FOR 4 ALL PWL/WA/YODNTAN EWIPD£NE PIPI ID,, POOLL/SPA WELL l TO UJx BONES. RERWTB. AND CODE CONINJAICE Reli WOP DAAIII AND III I SAMPLES FBI RE'Ew AND APPROVAL a ILL 1^111 REPRESENTAIl PI IA r0 NSTALATCN. <5 F a.IRED urunFS AT BE PEDDATU'P LOCATION 10 BE ISORDLIATEN I N NE DN.FS REPRESENTAINE. AN NE AC. ININSO.T Ja.NT FRLEN NO ANr DE WA ' l un>"ER S APE r0 rAA mf COLDS C IF NE IS NOTE A- DAN FIRS" r(( 95. CODISONS N NAI "TNIRO CTIC 1 E N90LE IN LE9N of INDID11 CCNPO W ENTS. INCONG VERIECATON OF BEN < AIRL . IND NNICLITDN OF PREAn/CLS COUPIINTS SHALL CEMPLY AN NPU.Ae.E ACT, PC, E ASIA ITAIIANII ID STANDARD DRAW SYMBOLS ELEVATION DETAIL REFERENCE F 1 Detail Number Rs -B Sheet Number SECT'ON DETAIL REFERENCE SDI Detail Number Sheet Number _ -- ------- - GE NERAL AI T DETAIL REFER N t s-D LEr L NAVE Detail Number - - -_ -_; Sheet Number PLAN '—SEEP FOR ENLARGEMENT ,FNLARGFM ENT REFER DETAIL ENLAR REFERENCE r — - SEE S�A FOR ENLEFLE IT O2 M ATCHLINF 1 ) HARDSCAPE NOTES 1 FROLI I wa A A AYA 1. DI N TRAD OF 1 W NOLDDNC sCE111 AND Ia TPN15 Fat rue. fors I SONExT MAY BE Q DPDN APFRINN TD ACCIDMIDAT Ex15rNG TIE B.1MN15 K PR.IR TO LA STD.nGN. 1111 AND INATERY ILI 'All 11 1111 11 11 111IR I FOR IN" A I IN ALL 'NOTTERT I DO IN FAIR PENEW IN APPROVAL Alle EgL1N'eTCi uxnamLY CDUPAmED AND TES Io Exvac m uuu Piro PRESS eE PARICn OF . L P s01RS r0 az YCn05 DF AP'Ill CO NSTRUCTED CE WALL /LLD :DMx FOOnNG(s) TO BE IN [DNPUnxY SAM NE MPUCAPIE MNlmS 110 SON 11 sxu CONSIST a SAl THAT INTERN lot NONE THAN 1Ex OF FINES (IN OR CLAY e rKLES) A xD BOO I D W ALL BE PLACED Ix L'NIOU RYAS NOT 1111 xc I101x-1 F OR "' L SEE "e H All ALL BE SCCC E nCALLY AxD UNF' CONIACTO w 111[ uavrvm N0 TO NE OEU[E SPEL.1ID LACR off o. M BAD STR N smE m DAYS BE I 10 SE OT O AND Ao D PLATS sPUI A All— A COBCAETIR WNN PACED, WALL NAPE A DANNJM SUMP OF 5 INCHES AID A ININUU OF 5 1NC'HES. Ai NEIwoAflxC WALL CONFCHU TO IN 615 TOR MADE 60 STEEL WiDm ARE MEW TO AIN A -1G5. REF ANDY. AFRATS E Z Do REINTORCEMfNT 101 CLNnw,OUS NONN'IC S4AL BE ca1TNUEAS NB SPACES IN A Put —IN LAP. 1 LY RACED CLTNCRET FAO' TREUAI', OILING II LISP RE COD AN HOT CLAIPERITYli 5 RACE AFTER LILAC IS AND IN:WIIC K EEP T Cro, TaS SWN AS FREE WATER HAS DISAPPEARED FAOU TE CWT N 'Ud1SLY RE S1 FOR let LESS TNN l DAYS Ix ACCORDANCE CRE ALP Atl JO1 PROLmDRES PERFORM EJEE ; 1 O< NF THJifOfT DY LLP�NG All SAND CNI'll, eY uaST DINING. Br LONNFE AETAININC COVfR cuRluG OR er ttue'NAr�N A CWCAETE BIT AGNN T AND PEnuAlmTLY EROSEE Tn EARTH, J 8 FORDED CONCRETE EAPOSED TO EARTH 01 WEATHER I R IND ND SIALLEA, 11 /Z INCHES: t6 EARS ND ABLEC Y CONCRETE MASONRY UNITS SHALL CDANN YO THE reEquPE.4EITS OF ASn C90 ON LOAD BE11111 MASIONY A IS a t5D0 P9, BRICK uASPNRY "'To STALL CNICNM 10 ASTU C-6E FOR II ILRA NL NIl -IY AD unsNAY. AAANGI Fill SEE PFE N NI , MASNRY AYW1 PATImxS qY GRSTR.ULTN AND I TEFULS STALL CONFORU AN AL Fre REDAAEDN,S CE TLE' CIECATOLI FOB MAIDLRY 1 SCPi (AD 5.U.1- 95 /ARCE 6- 96 /11 6Ot -02). AS PUBLISHED BY 111E uASNRY STAICARII JLN1 C.111I COIL q IN 18. ACLCRD)ANFE YNR u[ONNN CI TO ITS BE R ON9BLE ro ASSURE THAT III Well 'I ACCOOVPUW OSOtun ell MORTAR 91ALL BE FIRE u DR S 14 ACCU'TONCE WTI IN L ZNO. CRINIT . II PR p A AIIM ILNP FO E 1 11 11 AND A LANNUU SCUP OF 11 IetxES, 11 w CCNFNIAICE AN ASP/. C IN 116, ND CON CRETE 11SON1Y U 1 IFIL BBE IF L 11 , TN ININCINESS AN IN A D MA COAT IS APERNO M WALL BE YOKE BY TE ASCNRY CAAFTMEN A RT AT Do ELL ON ENTER IN FICTION IND AND SCANIT COLOR OF NAtIT TO MAIN INLE CRIN AIo /IR ,,. ITCH ` ° °� 9 N1„KHESZ �" �" . W n TOOL IIIII A Fel— —1. DED -11 ONL e1 IR W INDLOAD NOTES BE 11 ICIANT 1111 or IT 'FLORIDA CRED1. (;° :DDS REwNL s,: xD A1Y , I: 11 DESIGN LIONS FOR BDI D11IS AID I111 7 FINISH REFERENCE OFINISH ITEM S Finish Schedule �I PL ANT TAG Ouaniity Symbol ,.....ILO EXISTING C ONTOUR �\ PROPOSED CONTOUR y � STORMWATER FLO DIRECTION SPOT ELE COORDIN AT R E FER EN C CONTRACTOR NOTES: NOT ALL ITEMS SHOWN ON THIS SHEET APPEAR IN THE CONSTRUCTION DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS RELATED TO CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, BUILDING, LANDSCAPE, IRRIGATION & RIGHT OF WAY UTILIZATION PERMITS. 8 F W � P d O , z M 0 M x G O � o U 0 J O LL Z N YW QQ U Zd W N p O LL Q En LU 2 O L �? LL LL �U a a 0 z U) BE IEC ND. DES I G NED BY DRN NAN BY TDC CHEC BY NOT IISIC14 INDEX SHEET ID -01 SHEET 1 1 H w � H F, s adz O 0 M O V U) 2 w H � O L O ZN. oU LU c LL U LL QQv `Ca Zd m W m a p O z Q U) 9 PROJEC NG. NSicNM av JwRROc ow.vrta ev _ p CN BY _ oniE —. SCPIE m DR4We`IG i1RE SITE PLAN KEY MAP SP � 2 3 4 5 5 6 7 7 8 I I 1 , I , I E GAD V - - -- ■ ■ I r • I I ■ ■ I ■ I I } } I i i ■ - -. -._ _ 523 3948 .�_ . -- - -. _ _ -- ._. -- - _. - - - _ _ ___ - - ■ ■ E 4�J690 0]92 __- -.- _._ - -.. _ _ - -__ _— _ -_ - - -_ ■ ■ N 15 556822 6 — — - -- 155520954 859543 - - E 959JZ B]9 - _ ■ ■. L L55520944Z5 - _ N�55S1?Ifil / \ \■ r- 9859841}32. -, � _ N \ ■� ` G - _ ■ - \ ` _I - _ - . ..._� , ➢fi D \ N� 15 1231 08 0 Y t✓ 1555232.33 2 1 D '— _ X 88225 @61 \ \■ j� '--- AS 15555063]26 / I E 480084.689] N 1^55133 61 5 '0� � 1 tr K \ i 555 60.991] 9342 \ - E 0259 555135.285 1 \ \ I E 88254.90 0 4 5 g 7 2 3 W �wrl i�:S In�b P4 O U CO LLI 0' -, O O L, = ZNY 6 Y W L ` L `" X fn O Q QQO mD_ Z,L � W ° Q p O Q z Q U) PROJECT ND. DESIG NEDBY DR - CHECKED BY DALE DM WN G SC?1 7 E m DIIWN G THE HARDSCAPE PLAN DR A W IN G NUMBER_ — HS -01 ~E 1 DE 13 t 2 3 4 5 6 7 a /— ■ i — T — �� -_ -- — i� " / //' �� /r s T ■ / 2 }55551392Q6 ■ ■ / ry E'4882169809� , ■ ■ \ \ � ;� X959 a0t �� ■ t i ■ _ / / ,, � �` �/ N 155543 8055 ■ ; '�� V / % � �� / r I E"4H9 zs sza3 ■ , / / / l ■ ■ - -- / /% N 15 32 59 g6 ) ■ ■ ` ,% ! E 4890]92 5' ■ . .. � �. - /i� / /.� SIDE LK,. (TYP) Y �� /�r� � .rte I � t 1 ■ / �/ s t��rd ;1 r ;O ° ■ L i r " _ 11 i _ � / - ��Z - / I �. _ = dj i �, ■ ■� - .- - �� N "15551 } 821 7 ■ � �\ /'. _ - _ _ ..- - - � � � / / 48998].]821 � / /J� / lT ■ 1, ��`� _ _ - - ■ ■ � � \ .�� ., , 9._.. \ /� /_I— -_ �� . �`_ ,.. � �� ' ..i i _ .- ' E 49910_8208 , �\ \`� \�\' 555 9:]62 _, - -�l I / / �� N 15550839903/ r� / \ .;" - � �, � - _� � 551 51623 / E 489 J] 18t2 �� / %\ \ �. � / -, �4�48�483 L ` _ __� _ � � E 9.a622 / ■ i m � 3 � ` �'�� 'RASH 4 4� '� � 4ga3494 3� ��eECePTAC�� /��. /� �� _ -' _�� .. -'' � � (ttP.J / .�" "'t-,�' = ---)� � B \ : •��\� ..� T1' /. - .' _ - 2 / 5550383907 / p ■ ■\ ( \��I55503 334 , _�� / ; : ,'�. _ - ASPHALT TRAIL- (NP) � j / / 1 • B 1 ■'p 1 t�� . 4aa.151 __i y 5e- ,iJ1H� ��.Q;.- .i 11' \�0 / St /.., - a, N E, H91 z4:32s�" °o �/ �' mzz.J641 r J' � _ _ / �8 65,2 6 . N 155 03 3668 � �� - ■ / i 4 \ \ \� 1y 155 fi.OXJ -_ tj'� 401 �:' i� -._ \ E�M180623. }988 ' 1 / N 1555059.0Q82 ■� � Be4a}s45z � fir. � / \ � � ��' -_� � \ \ i ��' � �� l$ 0 0, `� N 1 91 0 F - -_ _ _ / " E 49 75.295 �■ �__�� >��i - - 1, \\ - -- A. �- 9 -`..i „y \\ 6896450988 . % /�/ �jISEV699430J2„ , ■ - -- 'u - P' /' ___.: N.. 1555025.8336 - N.. 1555 $330 RCTANIN. WALL ( / �" E 48 086.J52S j ■ - ..� \41, __ �_ � _ -� °'yam`.- ..--- � -wo��o cc56 - . _�� ; 93, � �_ \\ _:_& �,�, '� /� / / {�/ j� t55998609]Q � \'O�o E489126.J52J /- T b v, ' / i `F�?S5s -000 Z�i05 �� , - - ■ s _ - - v_` 1 _ \',. `6,1 ] }3.4818 /� / __� � -`\ __ -_ ,93 � ? _' �- `:.� ,____ _.\ _-_.. \ E 489 ._ __ / ��j /�� 1 � ,/ ■ • -- -- _ N95539860H69 l � 9 ` F 4885622d}Z -__ v `.. ` -. -` _ A�` __ -. _ .Y/4890] }9120- / 51 SIDEWALK, (TYP,) ■ a �t �fi3' - -- � / ' . i -. -■ _ - €-488 89936 f ° T` ' j . _. t 4 - .. _ 554952.334] �� / �' 155 980 9555 -� / ■ ^W h, - � i-- 1\ E 8]83.7605 i �/ 7 _ -_ ,., �T_ j '_`�,_, /�C / E a89068 9896 - r - i ., � -_ l.- - r - p.1o�- �'i =_ y� :- r--"_'�' ' -.� \ __��_S�, _.'� 1. 1f'_71NTi ..� i 1 _— � _k�55a940 16)9' i � / v / \ _ r- t-.t ri - 1554990:2999 ^ - -_ ��✓' T - -_ - E II 8H923063Q_ / // \`" ■ -- - - 488558 0099 � � - - // ' ■ "'� -_ ...�� - _ ; - _1,.. - LAWN. _:5 ._ �— - , 9� � � - __`e� s.. � -_� >_ � _T_ -- h � � _. ■ s l =' �v r __ TERRACE g4 ° i- — / / �' - - ■ N l5, 979 8500 KRb W - A A ,1 SECTION - E 4885 869 - / - - ■ _ .3t j .1" N 554 94 86 / ` �/ Y '_` -`-- "`} 9 i._ / / �\ 1 ■ 4. E 4 N�55 9 335a rt�� 3' _ :: // / I / i _� ■ ■" 4J .: _ _ ■ E 38 - 1 -- � • f -1 ;/ - ■ ' y ' N 1554929 ]937 �- C £3 H 1554889 496} ASS 905 9Q8 \ � 2 ■ ■ -_ _ ._ - E a8B8 2 0527 E 488945.93 3 �, i tt4HH9JQ.3).2 • ........ ..... .•...........■ l■ �..0 .r ...��......LV.. ;�.� •�L•o•.n�■ •.••gi ■ •••■• • .••.••• -„�•• �.• .■ ••••• ■- O Oy . . • ■ _p� ss4a5>_rzJm 2s • ... .......■ • ........ ■� �'' �. ■�� _,�� n � 'E.4888556826 -I w -,:. - ,..i 9 / I 2 3 4 s s e F w �_ W y '7N� W / F c� `i H Q N F � O O �0 U (n 0 O O LL = ZN pU C LL LL YW � d' u) o Q aa� �LL Zd m W `9 o a z a � C I R EC T NC. DES I G NEBBY DPpN BY CHEC —BY DAiE D PAWN I G S ^ E m cRavnnc3mE HARDSCAPE PLAN DPp— NU HS -02 R 2 K 13 1 2 3 4 5 5 a I I, I I I ", � 4 ' -, _ _ � ;� ' \ \�- _... / � N 158682 6 1 E 0.90093.84 6� '� l l � \\ 1 \ 1 / I `I �� .�' II �� I(I _ 15550163]84 °. - _ - _ �.... .1 A. 1 _ E � I 11 " II _ - I/ 1555�012E5 I N 69609} 660 '_ 1 I - I � 1 / 1 caLUmK '(n I - / ./ / �... 1 I.� 1555693 E]061 i,' _ 1 490693 5116 I D ..,__ ., ... - _. _... I.. -_ N E 1 44- _.. — -- ._ _. _._ .____ _ _. __._ _ I...._ _ 34,93 � _.._ � I �I � ` I \C C O■O, N E 15 wo933�6]f I 11 .I �l _ // � ■ i : i // '. — \\ � I � ME A T T'rFd 1 r_ j ) FENCE 3t ■ I ■ .l r / ..;..._.. _____ I i __ _ _.._ I I N 1551485 E 49 288 o93.2� �ty.< - I ■' 1 I T '. I B I 1 I i �l i I - � \ '' , = I = �, �'_ I I V 1555 B]BB � �, .. �i. E 49009 9 20 1 5 4 I 1\1 1 1 ■/ �� .I 1 I C t � `_ { .:. _ � � ' -_ _.- ` \ 1 1 N 155 E a90093.10 § §§ 352 629 0� I i _ / �__. 1 1 1 1 ■ � ': ■ : • 3 ,/ .....r.■ ■ ..............■.L ..oii .. - .r.... ■.....u■u .........r.ru ■... ......r■.r .. r p I .. .��.. � O ............r .........................r..... /15 5 6 7 9 9 F W �, �QN c 1- G - � ° z MD O O �0 V /n W- O O LL _ ZN oU Y W LL Q' cl) o Q QQO ma Z ° o W N Q Q O 0 a Q F-- PROJECT NO. DESIGNED RY D4iE� tnel2 OR 4WIN G SCPIE DR4WIN� m HARDSCAPE PLAN HS -0 3 13 2 4 �..... e E 486259.9342 ae �v N $ss� v - E 486 9D O e .areeeeeeeL.ie ■■eueeeesi.eiree. ease e. s�uere•eeer. �e eeeeeeeeeseeru eereaereeeseeeee reeer s■.ee ueerreeeereeeee. eeru eereeeee eerree.r r ee■ erg NE15>88 -2 933 E 458332 993 \ F El 1 a >_ 81 2814 GOLJNN 'G, (TYP) ry 1555980 156 ■ _ Bzs E 48]6942 >7 488 336 60 2- ■ E T L a - RASH REG PT (NF) r -i.(. F — ._..r \ ��._ i -' L N X1554 _., t -. •.— ,. � __ `+� \ �' � — � �/� ■ � i N 1554913.5962 N 06 E 87789.122] 1554953 61 �.. E 487513]233 '. 46783z�z i ��\ ` ■ — _ ry 360 5549283 — E l '876 e7 3122 5545,] 148S, _ "� _ � ■ - � —� ■ 2 O I e VINYL FENCE, i E - -- 488 N 1559 5451 - - -- -., N 15]6.1671 \ - ■ i! 6]696 615 548 4 \ I E 08781 6:2344BENGH PAD (NP) - _ _ _ _� ■ ` -.. N 1554866 X96 - —��' ■ - -- - -...._ IE 4876]90122 tr f C , S1 SIDEWALK (NP.) ` - N _ D E 46]685.9988 '` N 155478 6.8424 l �( - ■ {. E 4B7724 62 4 i E 48]80G R I X� �� 1554822]90 ■ E 4577547178 '/ ■ 1 7 _ _M N' U5HROO STEPPERS \ l \ 3 12 PICNIC TABLE (NP) ■ GAwi. TUNNEL g1 / i : � � � _ ■ 1t _ s1 N 554] 8_ 714 N ■ �\ SVRFAGE (� / \ ■ 4 u ' 4676806 }69 1 -'m 8 ~ i E <67;841 4jy61 —. __._ _- - C •^• _... - _- DING Di6 5-1 S -1 -..I y 9 r 5HED AGGREGATE -.. _.._ - -_ ■' X ' $1 PAVEMENT ' FG551L5 - - / -- 1 N 1554 �3a9645 /) f E 487695.3¢06 / - - ■ N 1 55467 1 84� �/ ■ E 487 22.01 - ■ i c N_ 487686 1956 1 `�� ) ]�� - � � �' ■ \ WAVE SLIDE 6 -_..,1 =� N 15546¢1.6 25 { ■ S-1 O \ % E 48776,5 85 8 1 ■ `." ■ NI 15516 282 .F 21 PLAYGROUND 1 E- 48]6846658 1 ,* N 1554643. 905 EGVIPMENT - ■ ' SAFETY ■ ' p � �( RAC OO � � SURFACE 7 ■ B S -1 7RA5H REGEFTAGLE l7YPJ _.. O N 15 54607 6252 ■ -- 15546172547 — p " - - -- �:. E 467]566766 -.... ...` E4876]a.1919 � ::. :_.- - :: - N 15546190666� _... -..- - —. -- —.— .. 4. ■ E 4877312039 .. -.. _ _.. _.. __. ._ _.____ ■ _ \ N i - -.: .�i - ■ E 487714 0702 ■ -. -: ■ A :. _- ■ - 1 O eei.•... ■ . ......■ ■■•.. 1 ■ ■........ ■..e ■.■■■•e■ ■.......1 ■.. e uieeeeeeeeeer� •�ee a eeeee■ ee ereereee.reerree.rO� 5� ■ 7 2 3 1 4 5 6 - 7 9 9 W4 I WJ pMP W Gb I' a �.. o ti H O M p U (n LU w J O O LL = ZN> 80 W 3 U - u " QQv mCL Za m �� W N Q p O o Q PROJECT NO. 2014n7 CE6 I G NFDw j`NRrtcc DPI, WNB TDC CHEC KID fi OATE O PI�N ^ NJG SCPl ^ £ p 15 No DPgK1NG TIRE HARDSCAPE PLAN HS -04 �4 GE 13 F M V Q N a o� c4 z O c p s V U) 2 w H 15 O L O ZN2� oU YW C " L ` �fq o a� G QQO ma Z CL m a W ° �Q p O o a caaEC a BESiGr�o Br cnay.N ar CHECY.FD B rtoC MTE IX1 IGSG m IX14W1NG lIR£ HARDSCAPE PLAN HS-05 _ 5 K 13 1 2 9 1 4 5 5 7 e O ■ / ', _., 3 eee� ■e e■e e•■e eeae■eeeee�e s e e ■ ■e e e e e e e e� esee ee ■ ■�oreea ■eeeseeeen■■ a e■i ■ ee■ ■■ \ ■e, ■■e e■eeese■eeeeeeeeeeseer■■eaiie \e■e ■eeei■ ■ell ■k>, e■seis■ O , - ■ \ _ \ \ \ N 1555266.)7891 f ,- r 1 E a9ea93 D0164 ■ \ � � F 1 _ � GOLVMN�G (TYPJ '� ■ 51 �I ■ � � ��N lssshze 129a� �) ■ �\ 'E 490092 92381 ■ N 5 5502 9 9319 ■ ,.' E 489250 3440 '� ■. .,� ` N 1ss5ee36a2s - � — �. I , ,� 'I 1555003 612S ■ \'` - ■ i 8 - -_... ___. - ____. _`_ — H.. 1555153.8791 -� _... _._. i_. E 490092.8312 — - ■ < , ■ \ I N i55 i ■ F 490092)366 ■ N 5 5502 9 9319 ■ ,.' E 489250 3440 '� ■. .,� ` N 1ss5ee36a2s - � — �. I , ,� 'I E 89335 5]4] _ Et `" N 412 604 0 89413.6043 N 155 N 15549'962233 � ■� � �. -. E 4895415595 E 4895942449 ■ A� 311 ■ N 55500 .618} / ^00�/ N 155495 3.9278 ■ E 469291.09]9 ?/ E 489<001850 + I � ■ J^ pp ■ '. © N 4 5 . _...__. -. � ... L89600 450 4. ,.. 1 ■ 8 BENUI PAD, (NP) N 1554 ( /� \f■ _ 51 E 483 < ■ 4 STONE VENEER Si ' WALL, (ttP) N 15550 l N 1555033 0 \Z 90092 6460 E 48966fi )969 \ " C \ D ■ I — -- -- N 43282287 ■ E 90106 55]0( I■ _j I I I i I j I I i I A I ' O s H Cri � W DID 0 Ob H O p` U Cl) uj Q' O 0 Et_ 2 ZN2� oU Q' N 0 U QQv ma Za m �0 w `° o O` ° z a a E N O -- D E S I G NED BY DC DPP WN BY CHECKED BY _ DA E pPAN SC4 ^ E m 15 M ar. oa4wa4G 1mE HARDSCAPE PLAN HS -06 1 ,— 6 G , 13 1555003 612S 4 STONE VENEER Si ' WALL, (ttP) N 15550 l N 1555033 0 \Z 90092 6460 E 48966fi )969 \ " C \ D ■ I — -- -- N 43282287 ■ E 90106 55]0( I■ _j I I I i I j I I i I A I ' O s H Cri � W DID 0 Ob H O p` U Cl) uj Q' O 0 Et_ 2 ZN2� oU Q' N 0 U QQv ma Za m �0 w `° o O` ° z a a E N O -- D E S I G NED BY DC DPP WN BY CHECKED BY _ DA E pPAN SC4 ^ E m 15 M ar. oa4wa4G 1mE HARDSCAPE PLAN HS -06 1 ,— 6 G , 13 r' i i N_15 5232 N 155413 00138 E 4880686569: �E 4880045389 GOLIJMN C" (NP) u E B1A105953 ^, N 145 11 1104 E H9132.6893 ■ ■ i ■I ■ ;J 155 4119 4295 E 48H 64542 ■ ■ 1 STONE VENEER ■ 1 WALL fTI'P) ■ $ - N 1554111.3815 ■- I ■ ■ ■ C H z o o V U) 2 w H � O LL O Z N> ice_ Q' o m V aa° �< Za m �� W m o Q p o 0 Q U) PPWECT t 47. DESI GNED BY jhRFDC TSS OR N B CHECI B DALE - D-SG SCALE m HARDSCAPE PLAN H - 07 SHEET 7 � 13 .mow■ 2 O .......... T - ...l ■.e .s r' i i N_15 5232 N 155413 00138 E 4880686569: �E 4880045389 GOLIJMN C" (NP) u E B1A105953 ^, N 145 11 1104 E H9132.6893 ■ ■ i ■I ■ ;J 155 4119 4295 E 48H 64542 ■ ■ 1 STONE VENEER ■ 1 WALL fTI'P) ■ $ - N 1554111.3815 ■- I ■ ■ ■ C H z o o V U) 2 w H � O LL O Z N> ice_ Q' o m V aa° �< Za m �� W m o Q p o 0 Q U) PPWECT t 47. DESI GNED BY jhRFDC TSS OR N B CHECI B DALE - D-SG SCALE m HARDSCAPE PLAN H - 07 SHEET 7 � 13 .mow■ F w 1., H p U U) S w H � O LL O Z oU YW LL U Q: too QQv cud Zd m (1) D W m n Q O O Z a U) DESIGNED BY D .- B TDC jlRIDC 15 30 IDB ME O R4N9JG SCN.E m HARDSCAPE PLAN D PANNJG w.. HS -08 -8 DE 13 ■ F. ■ 8 8 7 2 3 4 ................ �l..,. ■a O.ru■ ■ ■ 9 I I i i I , ■ � I ■ i t ■ 1� ■ ■_ — 1 I ■ ■ ■ ■ 11 1 ■ 1 ■ \j 1 ■ I \ \ A a ............................................ I i I, I I \ \ \ 1 I I\ \ \\ COLUMN 'C', (T , Fj S 1 \� N 145 4430.7371 _ E 90 103 9757 N 15$4199 99 / E 490027209 % 55 34 1 STONE 1742 E 489928 56 8 �; . I i l F W � z O U 2 W O p LL S ZN� oU YW C LL d' fn o d U Q Q U m5 Zd m �of W N Q QNN Q 0 Q U) D m BY Ci HE - BY R/ioc wE oanvnNC scaE M oanwlNCmtF HARDSCAPE PLAN 0Pq- NUMBER HS -09 �, X13 a■ �1 FRONT ENTRY ELEVATION Ib' PCOI- Alp -ip l 4. I -�J s*wicnvu� eneibrzRlNO _ PoR �n1 TYP. STONE VENEER WALL SECTION P -wl_A� II b COLUMN A C OLUMN B P of .ap -13 & COLUMN C Pcol -.,ap is F W b F ,h dz � z O boo v 2 w O LL Z $0 YW Q' fA o IL U QQU uOi and Z m o- N Q LLI 0 Z � D fi Q Q ■G IC "1"'I DE BY DR4WN 0Y —C—Y L. - 13 6 7 1 F VENEER S -t 56N FACE �c 7W�7U�1 r v S -1 5 J I) SIGN SIZE, shAPE, FADE, d COPY MAY VARY, .11 EHAL L NOT EXCEED MAXIM)M ALLO' M 516N FACE PER CITY OF OLOE=_ APPROVAL 2J EHOP —Al— ! BTRJCTURAL EYBINEERIN6 TO BE PROVIDED BY - MASONRY CONTRACTOR ENTRY SIGN ELEVATION B /0' • I'-0 Pl,OI- ARD -Ib 31 RETAINING ALL (xP) LAWN TERRACE SECTION z IF IE � < ALLAN LOCK p V1ALL BA' - fER -10' FRO VERT GAL \ I r __ I 1 3J E IRAGTOR � U a Go TO 5'i 11 SHOP DRAW PRIDR TO FABRICATION. n'S5 FOR CII6N BJ — 15 D N AND ENGINEERING FOR SIGN PROVIDE BY L' SIGN MANUFACTURER o U YW j 0' W o LL A U 4) CoNTR I— IS RESPONSIBLE FOR MEETING ALL Za m 5) 516512E APE, FADE, EXGEEV —IN— AI-0— F LOFY 516N 'ACE VARY, EUT SHALL PER CITY NOT OF GCOEE SIGN FACE �L Q Q 1 �„� �J E 31 RETAINING ALL (xP) LAWN TERRACE SECTION z IF IE H � < ALLAN LOCK p V1ALL BA' - fER -10' FRO VERT GAL \ r __ � U i 2 w -- O LL Z o U YW j 0' W o LL A U QQU N `mom Za m �� ° a w 0 Z �L Q Q U) �J E 2 N FALL 51 Pu / ALLAN eLOLK 9 _T S -1 RETA.NED 501 _ / .. ..........: .. c W.., NI GRADE PSH i' - CII�NREO STOnE VEt¢ -Eft _ S " (BOTH SIDES) — / R 0LL- BRADED GRANULAR W?.LL ROCK 0.35 In to 1.5 In B OWNER APPROVEV FRIpON TAL - cm to 5B mF) LE_5 THAN i0% FINES K' TH INTO, ALUMINUM _ 4 I (100 ,) TOE —N P:PE n COLOR TO BE AwROVLEv BLO✓E.NEe -1- NO E VENTED TO DAYLIGHT C WATER .G-T CUT OUTLINE PROJECT L—RIN5 � - - Foe J STRi;CNaAL ENS n'=-EPIN6LE CONTRAC R TO RESPONSIBLE FOR STRUCTURAL ENGINEERING ! MEET— ANY APPLICABLE CITY CODES. V ENTRY SIGN / WALL SECTION GRAVITY WALL SECTION P- COI- ARp -31 P-coI- ARP -IT I/2' • Ib" P- COI- ARD -IB B/4' • Ib" 1 - -� BACK SL FE LE ALLAN WALL BATTER g FROM VERTICAL Tq �. ��- - - - — w, - -- ALLAN BLOCK _ Si K p INFILL SOL — _ -LL- GRADED 6RANJLAR WALL _I - -Tl - L E55 to 3B % 10 L5 THAN %FINES — THE ENTIRE AREA BELOW THE UPPER TERRACE OR T BE COMPAOTED TO A MINIMUM OF 9E% STANDARD PROCTOR TO MINIMIZE POTENTIAL SETTLEMENT AND MAST MEET ALL REOVIREMENTS OF THE ENGINEER OF RECC.RD GEOGRID REINFORCEMENT TYPE A- LEN67H VARIES PER WALL DESIGN In (100 mm) TOE DRAIN PIPE VENTED TO DAYLI6HT TOR RESP0.\'S1E'_E FOR 5TRULTIIRAL ENGINEERING 6 MEETING ANY APPLICABLE A ux CO DSS. RETAINING WALLSECTION 3 4 H � < o wj � U i 2 w 0 O LL Z o U YW j 0' W o LL A U QQU N `mom Za m �� ° a w 0 Z �L Q Q U) �J DPAWNBY CHECI FD BY 0. E BaAwING seas BPAWING TRIE HARDSCAPE DETAILS DRAWING NUMBED H -11 SHUT 11 OF 13 F D C B �q o� > T, > t t SIDWEWALK DETAIL - �'w"'`°` s✓RAO� Q lr I. - _ P-coI -NR -oz 1 0 D =TAIL �1 METAL LATTICE FENCE PANEL J I/3 = I b P -..aI -ARP 30 �n1 ASPHALT TRAIL � vz = ro' P- ool -Arzo -w La �1 BENCH PAD DETAIL �1 TRASH RECEPTACLE PAD DETAIL J A /3 = 10 P- GOI- ARD -] Y I/3 I o P- COI- ARG -36 J L / ��- A— .A 1� SASE oo PA �1 CONCRETE LANDSCAPE CURB r1 BOULDER AND SAND BOX EDGE �1 PAVER PATTERN P- COI -RG. I] J I /3• • I' -o' P- Col- ARD -34 H W4 M P H .� � q N � o - d E7�w FC 555 Z C) 0 U H LLJ O u- E Z oU Y uw C Q' fA o LL LL U QQU and I Za m ° �ry a¢ W - p O o a U PriOJEC/NO. D ES I GNED BY m BY TDC CHECI¢D BY WI.NGi11LE HARDSCAPE DETAILS HS -12 IJS, CRUSHED AGGREGATE PAVING &1 J is 1 BBO GRILL 2 PLAYGROUND LOG CRAWL TUNNEL P Lot -R6IOs N.T.S. P -COI ARD -03 MUSHROOM STEPPERS P WAVE SLIDE 6 DINO DIG FOSSILS P� 4 SOI -R51 O6 P201 -R61 09 5. RGI -10 7 STONE VENEER P LD1 ARD -15 $ VINYL FENCE P o ARn F 9 RETAINING WALL P- LEI- ARD-o4 FINISH SCHEDULE 5YM ITEM 5FEGIFIGATI0N5 TYPE: FULLBACK WOOD BENCH - b FT. LENGT4 - OR A°PROVED EQUAL O OOD B =4 DOLOR: REDWOOD (IS YEAR FINISH: TRANSPARENT P-11- 1- lEALA E:i -ANT (ttP. OF 10) 0) SOURCE: FOREVER REDWOOD (Ebb) 332 -3403 wrvw foreverredwocdcom ttFE 32 gal OAK RELEFTALLE W/ LINER AND LID - IN 6RO1.NO Mn'YT O TRASH RECEPTACLE LOCO¢ WOOD SLATS BLACK FRAME FIN 15H, TRANSPARENT PRIM UM SEALANT (TYP. OF O) E, TRASH LAN SOJRLE; rvww trasFCOnsoUrcc com O O66Y BA6 STATION TYPE: 11,1.11, 1-1-T Pet 5tatlon MODEL 9 1003 -L COLOR. NM, FINISH: WA ( O'r 4) SOL'.FCE: D051POT; rvww doalpot.com, 6OC- 3b4-T651 ttFE: MDJNTAIN, MIN. SIZE 2 -B' X 2' % 2' (TO BE APPRO —D BY OWNER) O COLOR: NANRAL FINISH: WA (tt ) SOURCE: SMOKY VALLEY STONE COMPANY; rvwrc smakeyvalleystore com, 401- 654 -2118 TYPE MODEL 91T3594A O 105 CRAWL NNNEL COLOR NlA FIN H. NA SOURCE: LANDSCAPE 51RUC E, INC. www play sl :om; 008-435 -6514 TYPE: MODEL 9111560- e111513; VARIED HE1641 .HOER 36" O MUSHROOM STEPPERS FINISH WA (ttP. OF 4) SPJRCE: LANDSCAPE STR RES, INC. rvwwplayls!.com; 658-430-6514 TYPE: V 5TANDARD WAVE SLIDE O WAVE SLIDE COLOR, GREEN FINISH: E: BEARS PLAYGROUNDS; rvww bearsplajgro 'vrds . com; 5l1 -BO1 -1529 IE TTPE: COELOPHYS'.S, SEYMOURA, LK(HY05AURU5, ALLOSAURUS SKULL O DINO DIG FOSSILS COLOR: HAND FAINTED FIN15H. N/A SOURCE: THE DINOSAUR STORE wrvw dlnosaurstore.com, 321-183-1300 TYPE: b' OMEGA EGO PANELS ON 3" 5O. POSTS (OR AFFROVEO I--) O LATTICE FENCE COLORS BLACK FINISH, PO4tiDER COATED SOURCE: OMEGA FENCE SYSTEMS. (BOO) 536 -6342; www.omegafence.com O BE0 TYPE: LAMP6ROIMD BBO CHARCOAL GRILL ON POST - MODEL. B 4 -B2 COLOR: BLACK NISH: 51 EL (TYP. OF 2) SOURCE: B°O G'JY5 (HTl) 143 -2269 rvwwbbgguys.cam TYPE: HUNDRED ACRE WOOD COLOR: WOOD TI ER/ DARK GREEN 5LIDE5 O PLAYGROUND FIN15H. 1.'ORTHERN WHITE CEDAR LO65 I ww ve SO —E. BEARS PLAY6RO.,NDS WI) - 1 -T529 ry arsplaygrOmd.com O PAVERS TYPE: LAFITT RUSTIC SL AS - S PIECE FATTER,V A COLOR; AMARETTO (TO BE APPROVED BY OWNER) FINISH; NONE SOJRCE: BELGARD (904) 113 -9996 wrvrv.belga-dcom TYFE: ENGINEERED MU'_CH 12" DEPTH M SAF 5'JRFACC- -OR: DARK BROWN FINSH: LOOSE SOURCE: TBD LOCAL SUPPLIER (TO BE All- -. BY OWNFR) O STOVE VEN =ER - TYPE: CULNRED STONE VENEER - HILLS-NE COLOR: --NA (TO BE APPROVED BY OWNER) FINISH: NONE SOURCE: ELDCRADO STONE, (800) 925 -1491 w w.eldaradostane com TYPE: LRLSHEO AN6'JLAR STONE - e MIN. - MAX. SIZE CRiSHED A65RE5ATE COLOR: NAURAL O AVIV5 FINISH: WA SOURCE: SMOKEY VALLEY 1 -11 COMPANY; rvrvrvsmokeyvclleystane.ccm, 4 01 - 6 5 4 2115 TYPE: PERMALOC FERMASTRIP L- 5HAPED STRIP T° X B 1 X Ib' O AL" EDGING COLOR: NATURAL A!'JMINUM FIN15H: MILL FINISH SOURCE. SMOKEY VALLEY STONE COMPANY; rvww smokeyvalleystane mom, 401- 654 -2118 TYPE. AS FIELDSTONE COLLEOTION W/ FIELDSTONE GAP O ¢ETA'.NING WAIL COLOR: RJSTIC GREEK (TO BE APPROVED 6Y OWNER) FNISH: SERRA TEXTURE BLOCKS SOURCE: ALLAN BLOCK wrvrv.a!lanblock.com TYPE: 6' V'. NYL PRIVACY W/ ISLAND P05T CAPS O VINYL FENCE I L O WA/ SOURCE: M055Y OAK FENCE, (508) 446 -6119 rvrvw mossyoakfences.com T :'PE: B' CYPRESS PICNIC TABLE W/ 3" TOP O P'.LNL TABLE COLOR: NATJRAL F' IEH. LYFRE55, SEALED PER MANUFAC'URE4 (ttP. OF 4) SOURCE: J CYPRE55 THIN55, FOR NTO, FL; (352) 503-3064 w c•.:prasstFNOStom _ ONTRACTOR MJST SUBMIT SAMPLES AND/OR OBTA'.I SHOP DRAWING APPROVAL FOR ALL FINISH SCHEDJLE 2. CONTRACTOR 15 RE5PON51BLE FOR E.NSINEERINS AND ALL APPLICABLE CODE REOJIREMENTS FOR So vS TRULTID.Y. l N5TALL ALL MANNRED PRODUCTS A5 PER N.AMJPALNRER'S INSTRJLTIONS. H W � � ; p 1 � �+ O O O C U W F_ 2 0� J O 0 L, _ Z N > L D YW LL U1 ) U QQv M(L Za �� W m o 2 � y z LL Q Q U) a PROJECT NO, DES M SY omm BY CHECKFDBY JNR/TDC E,,E D S G<Lf HARDSCAPE DETAILS BHFET 13 of 13 � \ ................... i ■ ■.................. .............. ........... �...r■■... ■■r.u. ■■■.■■........... r..........■......... .. ............. ■....u•.... - ... ■.. ... ■ O�� v `J 4 1 2 3 4 5 6 7 8 9 H 2 E, c z c4 z 0 , �,u � U U) LLI 2 O L 2 Z oU YW = aU d' fA o W Q QQO ma Za c W 6 aQ 0 O Z a' Q co 11 I� Bc aRaECr No. D i M NM BY oBnwN B DHM—Br o� oanwNG Srx� %71E DING iiRE LANDSCAPE PLAN DPPIN NUMBM L S -01 2 3 3 1 4 5 5 8 1 7 7 8 9 9 I IF E \ ( (D■O v / /' ■ ■ \ l l� / ■ / ■ ■ , D i ■ , r ■ I — — — _ ■ 6AHIA 50D, — _ ■ s ■ - ( R _ _ \ . RV� U „� \ . A H 2 E, c z c4 z 0 , �,u � U U) LLI 2 O L 2 Z oU YW = aU d' fA o W Q QQO ma Za c W 6 aQ 0 O Z a' Q co 11 I� Bc aRaECr No. D i M NM BY oBnwN B DHM—Br o� oanwNG Srx� %71E DING iiRE LANDSCAPE PLAN DPPIN NUMBM L S -01 F w a� F C) a U O S w H � 2' O 0 L 2 ZN oU Y W C LL L R' fn o U N U QQ and Za m d ry W N D_ Q U z c Q � P EC NO. —IGNEG B OPAWN BY Ci NEC BY LANDSCAPE PLAN L S -02 E� 2 11 F W O p U 3 I I - B i0 O 3 PflOJECi NO. DES B DPAW BY CHEC VJHrtDC DALE O MW ^ W G SGI ^ E M DPANING TIRE LANDSCAPE PLAN DPAWINGNUMBER LS -0 R 3 _,11 2 w F 2 Imo, E w J .. p 0 LL �\ / Z LU L CL " M(n o U Q Q U an d Za m �� E2 o w a I � D I 3 I I - B i0 O 3 PflOJECi NO. DES B DPAW BY CHEC VJHrtDC DALE O MW ^ W G SGI ^ E M DPANING TIRE LANDSCAPE PLAN DPAWINGNUMBER LS -0 R 3 _,11 F W �.. M N O � 1.4 i dz � z o � V 2 w H 2 O LL O Z o0 YW LL —` Q' fA 0 Q QQU mo_ Za m �� W m D_ p o z a a 11 1 1 1 1_ —TW —7 DESIGNED B DROWN BY CHECI®B -DC DATE 72820 DR4lM SCn1E M 11 30 N.lh CROWING TIRE LANDSCAPE PLAN awwlnc NuMaER LS -04 4 - 11 F W n G N h a° .o F Lr O U U) 2 w H � J 0 O LL. _ Z oU Y W c LL. u d' lq o U Qav ma- Za m QO W ° 0_ p O o a I � nil 11 3o I— LANDSCAPE PLAN LS -05 _ 5 of 11 i W a� r ) , o c4 O 0 V U) 2 w Q LL O ZN 0 c i LL Q' N o U QQU ma Zac ry w f° D_ a 0 o z � Q 3 3 � c e aRa c ND. DESIGNm OY wrxrtDc DPAWN BY 1DC C H EC KIDHY MTE 7292014 DMNING SCOIE m 15 oRavnNG mu= � I ■ � a 6 n+ A -_.. 0 ...................... .' . 9 LANDSCAPE PLAN DRA NUMBER LS -0 6 6 DF 11 ■ ' APPROXIMATE TREE CANOPY ....:.......MULCH VN `. . ■ a lj 3 3 � c e aRa c ND. DESIGNm OY wrxrtDc DPAWN BY 1DC C H EC KIDHY MTE 7292014 DMNING SCOIE m 15 oRavnNG mu= � I ■ � a 6 n+ A -_.. 0 ...................... .' . 9 LANDSCAPE PLAN DRA NUMBER LS -0 6 6 DF 11 3 4 5 6 7 1 a - ! •� ....eeseee.......e ■�e..ee.e.. s...ee..e..e.ee■ u.as.i..u..�e u� . .............e.. e....................... I I_ _._ _._ _ - _ I_. -_ _..._ - -. �. �____.._ ■ ■ I -- ■.I _. ■ I I � ■I _ - '_' I, ■ it ! I i I � ■I E ! A(? BOUNDARI' - - '_'... • PROXIMATE OK EXISTING TREE GANOPY. _'.' ■ TO REMAIN: PINE NEEDLE' - -..- -' • `ULGH L'NDER5701RY, (TYPJ p i ':� .. .. -- __... ■ BAHIA SOD, ■ (TTp. UN E55 C F W M 4 O 13 "1 F, a � dz c4 �' 0 O �0 V S W O O LL = ZN>� oU LL LL Win U QQU `ma Zd m (1)O W m d tY Z Q � r�aECr NO. DE&GWD BV 3 ( DPPNN B DHEGY. Y D D PAV ^ nNG SCPlf ^ — m 0 �5 Na Dft4N1NG TfILE LANDSCAPE PLAN L S -07 E� 7 11 I _ - '_' ■ A(? BOUNDARI' - - '_'... • PROXIMATE OK EXISTING TREE GANOPY. _'.' ■ TO REMAIN: PINE NEEDLE' - -..- -' • `ULGH L'NDER5701RY, (TYPJ p i ':� .. .. -- __... ■ BAHIA SOD, ■ (TTp. UN E55 OTHERWISE NOTED) • i , / ' _ ■ rF - - 21 ov _ - - ■ _ ■ ■ Q , -. eAI+IA sw, - ■ . (TYP. UNLESS ..::�.. - - _. _ - ___. ■ - - OTHFRN15E NOTED),,, - • ■ ` ■ F t 2 3 4 5 6 7 8 9 F W M 4 O 13 "1 F, a � dz c4 �' 0 O �0 V S W O O LL = ZN>� oU LL LL Win U QQU `ma Zd m (1)O W m d tY Z Q � r�aECr NO. DE&GWD BV 3 ( DPPNN B DHEGY. Y D D PAV ^ nNG SCPlf ^ — m 0 �5 Na Dft4N1NG TfILE LANDSCAPE PLAN L S -07 E� 7 11 ■ ■ ■ ■ H CG 3 0 U Z w O O L _ ZN oU Y W LL �c') o �Q aa ND_ Zd m m w D 0 p o Q cl) �r a. PRaECr No. —G— Br 15 30 1.11 auwNs cNBCrm er c E pR 4N ^ 1rv G 5 ^ £ m B WNGi LANDSCAPE PLAN OR4WING NUMBER LS -08 z 4 6 e O■ 11 {■ - 07......... ■......■ r ■...........rre ............ ..... ■... ■..■. ■■ ■... e...■ ■ ■■.- ■■ ■■. ■. ■.... ■...■ _ ■ ■ ' ■ ■ ■ ■ ■ i ■ ■ \ APPROXIMATC BOUNDARY rC ■i ', OF EXISTING TREE CANOPYT ■ ■ TO REMAIN: PINE NEEDLE MULCH UNDER5TORY,(TYP) �^ - I 1 � ■ ■II ov �. �s z � t III - ""� I �j ■ � a5 3 I 1 I � ' ■ ■ QV R I I �� I I I HE I— 1� ; j _I I I I L- r� ■ ■ ■ ■ H CG 3 0 U Z w O O L _ ZN oU Y W LL �c') o �Q aa ND_ Zd m m w D 0 p o Q cl) �r a. PRaECr No. —G— Br 15 30 1.11 auwNs cNBCrm er c E pR 4N ^ 1rv G 5 ^ £ m B WNGi LANDSCAPE PLAN OR4WING NUMBER LS -08 z 4 6 e O■ i ■ ■ APP)20XIMATE BOUNDARY ■ OF EXI5TIN0 TREE CANOPY TO REMAIN:. PINE NEEDLE MULCH UNDERSTOR - ', (TYP.) ■ ■ ' ■ ■ ■ ■ ■ i ■ ■ ■ ■ ■ ■ H CG 3 0 U Z w O O L _ ZN oU Y W LL �c') o �Q aa ND_ Zd m m w D 0 p o Q cl) �r a. PRaECr No. —G— Br 15 30 1.11 auwNs cNBCrm er c E pR 4N ^ 1rv G 5 ^ £ m B WNGi LANDSCAPE PLAN OR4WING NUMBER LS -08 z 4 6 e O '■■a aeee■ eaaeuusa aaae aeeaaa eeaesisaads a>t>•i.eaaiaaaaae er 6 I ■ H Fli ��b F � N 0 O �O U 2 W R' O Q LL = ZN2� oc� Y W LL Win o � QQU ma Z2 O. m W m �Q O z Q 11 D -0Y GHEDK DAIS 7 -2014 LL I L% 11 11) DP/.NIN- LANDSCAPE PLAN DPANING NUMBED LS -09 R9 —11 I I 7 ■ aaeeaeaaeeaueeaeeaeae e.................. aewaareil eeaaeaaaaeuseaeuaeaea ede eaa7O ■ i H Fli ��b F � N 0 O �O U 2 W R' O Q LL = ZN2� oc� Y W LL Win o � QQU ma Z2 O. m W m �Q O z Q 11 D -0Y GHEDK DAIS 7 -2014 LL I L% 11 11) DP/.NIN- LANDSCAPE PLAN DPANING NUMBED LS -09 R9 —11 I 7 eeeee■ aaeeaeaaeeaueeaeeaeae e.................. aewaareil eeaaeaaaaeuseaeuaeaea ede eaa7O y II E Dv I TI E TI I i I -I TI APPROXIMATE 5OJNDARY OF EXI5TIN TREE GANOPY TO REMAIN: FINE N=I-E �� E MULCH U,0ER5TORY, CTYPJ TIF H Fli ��b F � N 0 O �O U 2 W R' O Q LL = ZN2� oc� Y W LL Win o � QQU ma Z2 O. m W m �Q O z Q 11 D -0Y GHEDK DAIS 7 -2014 LL I L% 11 11) DP/.NIN- LANDSCAPE PLAN DPANING NUMBED LS -09 R9 —11 r ■ ALL IN 5.E FLANTR 1IT FO ( HNRE NOTED OF ROOT N TO ALL. OE PLANT 1 OF L OR IFFE (5FP GRADING PLAN 'r 1 " ANT N MBN ENT IN NABB, BE I' SHRUBS AS SHOWY IN THE PLAYS I L A NT AT E PLAL AS 50 } D PLAOb sPEOb 5BE PLANT BT "I IIAll FN 11 111T D L. Al ALLORDINb TO THIS PLANT SPA. NO DETAIL SHRUB & GROUNDCOVER SPACING 2 SHURB & GROUNDCOVER PLANTING yr . 1'b• F -vol Irz• - I'o• P -ua2 NAL TREe STAKINb DETAILS A I PLAOEMENT TO Be APPROVED BY THB LA. OFT RE LIT MINL PLAN'TINb PLANS (5E=- L-S 0 Jr C °- F - alTl 3 FOUNDATION PLANTING In• - ro `I- \ 8 THREELO x� xe ITRA / SOIL BERM TO HOLD WATER TYP S — FINISHED bRABE - -B YON Z (SEE 5FEG F i Ou5 FOR ROOT BALL REOU RE. ENTS) FIBIARBIO u � u _SIT ��j1 AB SPECIFIBO nNb sDIL _ (.1 MULTI -TRUNK PLANTING P -LA-03 Irz 10 PiA04 PLANT SCHEDULE c?L 12 -IS' H 12' -16'H TREES FMTANIGAL NAME /COMMON NAME 44N? CL cW Gornua Florida 'WMite' / W:�I[e FlOwering Dogwood 3o sal III III J5 Mb Junlperus slllcicola / Southern Red cedar Magnolia grandlf lora / Southorn r'agnolla loo gal 65 gal 3 °cal PE QV Ptnvs elllottl / $IasF Plna Overcua vlrglnlana / Sou.hern Llve Oak 30 gal 65 gal 25'Gal 35 "cal SP T7 Sabal palmetto / Gabbagd Palmetto Toxodlum tllatichum /Bald Gypreaa B G T. 30 gal 3'Lal VINE/ESPALIER Tc BOTANICAL NAME / COMMON NAME Trachelospermum jasminoldas 'confederate' /confederate Jasmina cONT I gal 5!ZE 5 W1_ BOTANICAL NAME / LOMMOy 'IyA TAE Ia patens / FIre assn cONT 5 gal SIZE MUG MI X2 Mvhl nbergla — pill / Plnk Mvhly Native Grass Mlx 3 gal gal 24 " -30' x 24' -30" NP RP E 1-1- olecnder Petite Plnk' / Petl!e Fink Olearder RFOdodendran azalea 'Formosa' / Azalea Shrub MIN 3 g al 3 gal flat 24 ° -30" x 24' -30" 5B EparLlna baked / Sand Gard Grass 1 gal I8' -24' full TF Tripsacvm flarldanum / Florida 9 3 gal 24 " full VO Viburnum obovatum 'Dwarf Walter's' / Dwarf Walter's Vlbxn.m Viburnum odaraLlsslmvm /Sweet Viburnum 3 gal 3 gal :.8'-24' x I—— 24' -30" VS Viburnum suspensum / Sandankwa Vbxrcm 3 gal I8 24' aROUND COVERS BOTAN GAL NAME / COMMON NAME GOVT 51zE JP Jun perva ch Wens s Parson / Paraor Jun per 3 gal B' 24' spd. MI %I TA Perennial MIN Trachaloapermvm osmu / Aslotic _osmo-.e gal I gal P -LA ZP Zamla pum la / Goantle I gal 10 " -12" spd. �Qp[5)SD BOTANICAL NA MgLC�MM N�NAN� I= aa€ 55 Stenotaphrvm secunda[um '5e 1111' / SL. Augva[:ne 55111'.5 ZJ Zoyala Japonica / Zaysla brass sod PERENNIAL M I% BOTANICAL NAME/ COMMON NAVE __p— curassw ca 'Ellky Deep Red' /Blood Flower FERCENTAGE FILL 10% 11 purples / Purple Goneflowar e t-dla pvlchel la / Blanketflawer 10% lo% MellantMS debllls / Cucumberleaf Sunflower Lantana montevldenals Purple' / Trolling Lan!ana 10% 10% Llatris spicata /Spike Gayfeother 10% mundo cinnamamea /cinnamon Fern Pentas la olcta 'braifltl Req Lace' /Red Lace braFf ltl Pentas 10% 101 Bl eckle fvlglda aulllvontll 'boldsturm� / Black-eyed 1 10% Sal farinacea Victoria Bluo' / Victoria B!.e Saae 10% NATIVE GRASB _ BOITANIOAL NAME/ cO MON NAME Muhlenbergla capllla Is / Pink l,, PERCENTAGE FILL 20% Spartlna baked / Sanq GOrq brass Trlpaa ac[ylal es / Fakaha[chee 6 20% 20% Trlpaa oridpnum /Dwarf FakchatcFee brass Erogrotb apectablNa / Nrple Love brass 20% 30% SHRUB MIX BOTANICAL NAM=_/ COMMON NAME PERCENTAGE FI )_y FO ra segragata /Florida PrNeL 20% Ha—me11I lla patens/ c F!reb Myrlca arlfera/ Wax Myrtle 20% 20% 5erenoa repans/ Saw Palmetto Zanlo fvrfvracea /Cardboard Polm 20% 20% SIZE c?L 12 -IS' H 12' -16'H IH 196 II :NSTA LA ONONG T 120' fro' A PPROVED B"AL Q ^'i4. 1023 PA I- ]4'oc. III III 204 36' o.c. B48 320'1 P8 gp• ro• 319 36' 0". o EBB 381 36' o c. 3b' o c. 4B Oc 14B 2T6 IBB 4B oc. 5264tH[+ 24" 5B 9-- 169 c.c. 24" O.c. 24" a.c. 4" ISBN 'iBE 860 o.c. 5PAA l' g7y lie" 4 0,333 sf 11,229 sf H W � _ P� n c7 �n a N a� E" adz cL 3�0 O r O G V LU J 0 L = zN>� 82 �� LL LL LL � 0 U d a Cl Z d m N 0 u! m ° a 0 z LL z Q . All %ANi MATERIAL 512[5 ARE MII.iMJM 5'ZES. CONTAINER SIZBS SHALL BE INCREASp IF NEGE55AM i0 FRW IDE CVFSLaLL PLA \T SIZED SPECIFIED. 2. FINAL ARRAN 04 NT OF FLANT MATERIAL SHALL BE STAKED BY THE CONTRACTOR FOR THE APFIR -AL BY 1TE LNAF4APE ARCHITECT PRIOR TO IN T LL 1 3. THE PLANT 3UANT TEE 5IJVL ON TIE LANDSCAPP CONTRACT DOCN'NT5 ARE FOR THE OF TI£ CONTRAGT04 T1E cO.NlRACTOR 15 REZPON5 BLE FOR BR'.FYIM1'S Al OJANT TES AND REPOR* NO ANY BI REPANGIE5 TO ThE LA'axLPPE ARGNITBGT FOR L.AR F CATION IF OR TO CONTRACT AWARD AND C—CEMENi OF WORK. STAK Nb - C PBRC LAnON 1S'� Or L PL.4 NOTE. A oNPONEU 5 HA Y STAKII:6 5YB,E luc. LLON Nb n� INSTALLATiOU $TAKING PL 16 = Q0 Gel. T ZL A / �/ A RBO R � \I T ` b :NSTA LA ONONG T 120' fro' A PPROVED B"AL Q ^'i4. 2' oR APP ROVED Ed1AL Ae N A Io0 al r es 0 � BRANLMES M, FRST .3' FROM GRCU,v III III , 1 1 11 Il l l�,l. L 0� gp• ro• \\ W ARO.nY� Tf-_ TREE PA NTED BROWN EVENLY I, ro bRwn., FlAY oils rOR Rco -ALL (see B1 N lie" - REOUIREMEVrST B MINI 1 OF MuLLH SOIL BERM TO HOLD —IR 7 HA- TENSION B.,LKLE NO -1- NEAR ,BUNK 5BT TOF OF RooT BALL 2 ABOVF 11, 51, µµ I R l IZ' -� � E_ GRAD_ vND sr�R_E7 so L 'J" _w, TO __ WATER FIN SH bRA25 AR ANCHOR F� Z .. , . ~ FRaARED NS - AS Sf- EUFIED , r- yf IR 1 sEE sPEC'S FoR ALL 1 ANT N.,5OLA55PE..D uN0 D=oL TREEPLANTIN� 7545GAL.� �c1 ( - ) G TREE PLANTING (65-100 GAL.) v= Io P -LA I/ -I-o P -LAOb 1 2 3 4 5 6 ■ ■ r: PROJECT NO. _ X-NED BY D Pm w WR TDC cr�cum Br Jwrxrtoc �f wwvnrvG scaE ow,vnNG TIT LANDSCAPE DETAILS & PLANT A SCHEDULE DRAwlrvc MIinBER LS -10 BHEH ,10 aF 11 9 LANDSCAPE SPECIFICATIONS PART 1 — GENERAL 1.01 WORK INCLUDED A. Installation of trees, palms, shrubs, groundcovers, and grass sod. B. Application and payment for required REVIEWS. 1,02 REFERENCES A. "Grades and Standards for Nursery Plants," Florida Department of Agriculture and Consumer Services. B. "American Standard for Nursery Stock," ANSI Z60.1 -2004, American Nursery & Landscape Association. 1.03 SUBMITTALS A. Record Drawings: Furnish one set of reproducible record drawings, clearly showing all changes made to the original contract drawings during the course of the work. B. Soil Analysis: Submit soil test results from on independent soil testing laboratory prior to planting. 1.04 DELIVERY, STORAGE AND HANDLING A. Inspection: Upon delivery to the site inspect all plant materials for conformity to the specifications and for handling d amage. Remove from the site all non— conforming and damaged plant materials. B. Ou —site Storage: Protect all stored plant materials from sun and wind. ( Water all stored plat mat rials,dail y. Owner to Indicate appropriate ocation for materio�s) and eguipm Ent storage. 1.05 GUARANTEE A. Guarantee all planting work for a peccd of one year after the date of final approval and acceptance. B. Replace at no cost to the Owner all plant materials which die or are determined by the Landscape Architect, or owners representative to be unacceptable, unless the death or unacceptable condition is clearl beyond the control of the Contractor, as determined by the owner. Such circumstances may include acts of God, theft after final inspection, or vandalism. Unacceptable Atoms shall Include those that show significant die —back or failure to exhibit the healthy characteristics indicative of the species. 1.06 MAINTENANCE A. Maintain all landscaping until one year after final approval and acceptance. B. Maintenance to include: 1. Cultivating and weeding plant beds and tree pits. 2. Application of herbicides and pesticides. 3. Irrigation sufficient to saturants root systems, applied daily. 4. Trimming and prunlnq, including removal of clippings and dead or broken branches, end treatment of pruned areas or other wounds. 5. Disease control. 6. Maintaining guys and stakes in a tight condition. 7. Maintalnng frees in a plumb condition. 8. Weekly mowing after sod is sufficiency rooted. PART 2 — PRODUCTS 2.01 PLANT MATERIALS A. Trees and Shrubs. All plant materials shall be Florida as outlined in 'Grades and Standards for Nursery Plants. Provide only nursery grown plant materials, grown in containers unless otherwise Indicated on the drawings. B. Sod: Provide only nursery grown, machine cut sod of the type indicated on the drawings Sod sholl be well— matted with roots, free of excessive weeds, and shall be green, fresh and uninjured at the time of planting. 2.02 SOIL MATERIALS A. Topsoil: Fertile, agricultural topsoil, tWical for project locality, capable of sustaining vigorous plant growth, taken from drained site free of subsoil, clay, plants, weeds and roots, pH range of 5.5 to �.0, minimum 4 percent, maximum 20 percent organic matter. B. Peat Moss: Shredded, !ease, sphocnum moss, free of lumps, roots, inorganic material, minimum 85 percent organic material measured by oven dry weight, 4 to 5 pH range, moisture content of 30 percent. C. Sand: Coarse, washed, builders sand D. Planting Soil Mixture: Provide mixture of imported topsoil or approved topsoil from site, peat, sand, and other amendments as recommended by the independent soil testing laboratory for the specified plants. 7 F1 2.03 OTHER MATERIALS A. Mulch: Pine Bark Nuggets: 3" Thick Compacted under all trees, palms, shrubs, Sc groundcover. B. Fertilizer: 1. Flowering annuals and bedding plants: Sierrablen 1B -7 -10 +iron , rate of application 2 Ids. per 100 sq.ft. 2. onioiner grown trees, shrubs and groundcovers: Agrlform 21 gram tables, rate of,appliection as follows: 3. Field grown an,� 'collected trees: Agriform 21 gram tablets, one tablet per 1/2 of CA01per for standard trees; one tablet per foot spread for multi—trunk trees. 4. Newly Planted Sod: 6 -6 -6 applied per manufacturer's instructions. 2.04 TESTS A. Provide analysis of imported topsoil indicating pH value and percentage of nitrogen, phosphorus, potash, soluble salt, and organic matter. B. Provide analysis of existing soil in representative planting areas, Indicating representative planting areas, including laboratory recommendations for soil amendments necessary for optimal plant growth. PART 3 — EXECUTION 3.01 PREPARATION A. Fine Grading: Fine grade planting area, as indicated on the drawings, eliminating low or rough areas, and building debris, stones and rubble. Finish grades shall be slo ed in the some direction as existing drainage; new grades shall not REVPEW pending or standing water. B. Alert the Owner of potential grading and drainage problems, including depressed planting areas with no outfoll, saturated planting Gress, P lanting pits that hold water for prolonged periods, and any other condition detrimental to optimum plant growth. 3.02 PLANTING A. Stake locations of all trees and shrubs. Align with architectural or engineering reference features as indicated on the drawings. Inform Landscape Architect of unforeseen obstacles which may affect the locations as shown on the drawings. Contractor shall contact Landscape Architect for approval of all staked platmgs prior to Installation. B. Plant trees and shrubs, rotating as necessary for best appearance from the predominant viewpoint. C. Loy out shrub beds, scaling the locations and dimensions of each bed, following the configurations indicated on the drawings Adjust the bed dimensions to the quantity and spacing of plants shown on the plant list or scaled from the drawings. Inform Landscape Architect of significant discrepancies between plant bed dimensions and plant quantities. D. Plant shrubs and annuals, maintaining uniform spacing as indicated on the plant list or scaled from the drawings. E. Distribute or dispose of excavated soil from planting holes, maintaining the desired finish grades. F. Lay sod on fine— graded, moistened soil, without gapps or overlaps. Tamp or roll to provide firm contact with soil. Sod line at plant beds shall be cqt to the configuration and dimensions shown on the drawings. A mmlmum dimension shall be maintained between plants and sod equal to one —half the plant spacing, measured from the center of the plant to the edge of the sod. A circular ring of 12 inch radius shall be maintained free of grass around trees within sodded areas. G. Apply fertilizer tablets, equallyV distributed around rootball at a depth equal to one —half the rootball depth, Appply granular fertilizers to sod and bedding plants. Sweep fertilizers from walkwoys to avoid staining. P. Saturate soil thoroughly during and after backfilling of plants, and after laying of sod. I. Apply a fa er of mulch, minimum 3 inches after settlement, to all plant beds and tree rings. J. Stake and guy all trees securely. Attach white surveyor's ribbon to all guy wires adjacent to pedestrian areas. n F F ry �z � O O p` V 2 W W _, O LL 2 Z(.4 w o V Y W LL I Q QQO and Z d m a) W 6 dQ O Z Q Q U) DEMNED Br pnawN B orlon DB once oramnG scuE DR-NG mtF LANDSCAPE SPECIFICATIONS A D w ai NUMBER LS -11 sirE 11 OF 11 s 2 3 4 1 5 1 6 MAINLINE LOCATION, WHERE SHOWN, IS FOR GRAPHIC CLARITY PURPOSES ONLY. INSTALL AT THE BACK OF CURB, FRONT OF WALK, BACK OF WALK, OR ADJACENT TO OTHER HARDSCAPES TO FACILITATE FUTURE LOCATION AND TO PROTECT FROM DAMAGE. ENSURE MAINLINE IS INSTALLED ACCORDING FDEP GUIDELINES AND TO IRRIGATION SPECIFICATIONS AND DETAILS. _ 1 / ) IRRIGATION R oN e l ¢ A 900 H ob PRS4o -cv 64 m u Raln Blyd IB04 -1400 Flcoe o�b" (524 cm) pop up wN check ■ e pressure rego a[ed so to ps (2l6 bar), V PR540 body M add ar L y nt B ue ] o to 210 arc. O O .e 360 a�c O ©O ter MP2000 PROB Ob -FR54p GV o3 0 U Fleod Bubbler 4 o` pe� ivl fxolakor 6 (524 cm) pop -vP wtM1 Poc!ory ■ [ cneck va ve pressure rego aced t ps (216 bor), MP Rotu[or noxz a on Pft54o ; b O K 2TOack a fted 360 ar�0 6•Green -j �� Hunter MP3o00 PROS 06- FR540 -cV 10 40 U MANUPACnJRERMODEL/DEBGR Pr CN Turf Rotator 6 (524 cm) pop-up wtM1 factory to lee cneck va ve� essvra rego eked to 40 ■ ■ ps (2.l Ra or nozz a o P¢5ao body. a dJ arc RO -2 0, Y Y adJ arc O 210 A Gra 36o arc. m PIx540 - 22 40 U per HPBOOSR PROBb6 IOOP 5ER ES3 ry to Mf Rotator b (5.24 cM popup cnoct ■ G pp regv atee [o <O ps (2.16 bar), MP Roka[or on PR540 body. oR = P / aeJ ara Po to 210. ® ®® P SLrlp PR03- Ob- FRSaO -GV 40 J ' Paskc n ary /2' 2' duets Va vas. LowF - " (1324 cm) pop-up wltn factory mlee cneck valve. pressure reglated !o ao ■ v I (alb bar), HP Rotator nozzle on f bO Ty. LST =Ivory left strip, 55T =Brawn aide strip, Rs •copper rigor strip. 0 ©�° Nuntar MPI000 FR I2- PR540 -cV 1p5 x0 T operatng capab t xgle Goof gust on. SMvb Ra:ator, 12" (30.aB cm) pap -up wl!n chock ■ val a pressre regulated to ao psp(` vobar), MP Rotato nozzle. H= Maroon adJ Lo 210, Lgnk Blve 210 [0 210 arc. 0 =011va 360 arc on PR540 body. 000 Hunter MP2000 PROS12- PRB40 -OV I54 40 T :. Bnrvb Rata[or. I2' (30.48 cm) pop -+p wl[n cneck _ e, p regulated ck - n a.c 210 -210, Rad 36o arc gn vrzsao P asL ovnt c Hal M body. �° dQ Hunker MP30C0 PROs- 12- PR540 -oV I71 a0 T / shrub Ramtw, 12' (3o.aB cm) pop-up wIN cneck � e, pressure regulated ko 40 psl(2.16 Rain B rd RBO BEx Rcn sensor, w to meta atcning F. acket, rot rozzl c 21013 adJ arc 90 -210, - adJ ar - l0, A =Grog 360 arc on ■ ■ P s90 body. O Hunter —0038 PROS- 12- Pft540 -cV bl 40 � 3Mvb Rotator, 12.0' pop -up rvlkn cneck valve, axtero an w.ra R r Rotate rrozile PR540 p li b o), My ■ adJ arc 90 to 210. ® ®® Hnter MP Strip PROS- 12- P2640 -oV 203 <O T ur rest sst 5y„q ftotakor, 12' (30 48 cM pop -up wIt, f—'L Installed cneck valve, pressure regula!ed to so wamr Hater 2` psI (2.16 b�). MP Rotator nozzle. LB Il y left strip. RBT= copper rl ■ s p, o P 540nbolGy O ■O ■ ■ ■ ■ D ■ ■ ■ ■ ■ ■ ■ ■ ... ■■ u■■■■ .L ■.■■.■..■...■■■...■ ■■■■.■■.■yl■ ....... .■■■.■.■■...■■■■■■.■■■..■■■■..■■■■.■■■■...■■■.■■■■■.■■■■■■■■ .■■■■■■■■■■■■■■■■■■■..■■...■ i`:! a A 5 6 7 6 8 H W Q _ w �a� E. z 10 CI Q r 0 � V LU J O O LL z Z o0 Y W j LL w (n O N V QQ m� za d� W @ Q � O Z I.L Q Q U) C PBWECT NO. DESIGNED BY DPAWN BY IRRIGATION PLAN DMW I -01 , A ■ Raln Blyd IB04 -1400 Flcoe 123 30 O ■ Fleod Bubbler 4 o` pe� ■ ; �Y MANUPACnJRERMODEL/DEBGR Pr CN Ott DETAIL ■ ■ j �RUL IOOP 5ER ES3 B ■ G i. / ' ' Paskc n ary /2' 2' duets Va vas. LowF ■ operatng capab t xgle Goof gust on. ■ Ij ❑ 24 Bta' on Lomma -Ea [n (03) EBPL —t- on a cortra er. Mounted o :. _ P asL ovnt c Hal M ■ l� / '- � Rain B rd RBO BEx Rcn sensor, w to meta atcning F. acket, I G ■ ■ _ � axtero an w.ra ■ I u❑ wamr Hater 2` I A ■ ■ / j - rr gat on In-.1 L ne: PVC c ass 200 sOR 2I we a ass 200 o-r gat on p pe on y ateral 24,466 f. L ■ ■ / .. beta eon pipes yes ' atd above are nd toted [ne plan w Ln a 1' gMers be ng 3/4` n s za. �. ■ rr on Ma nl ne- PVC schedule 40 3.937 /v. L ■ - gat P/c scnedvlg 40 rr gatcn pipe. ■ ■ pe Bleeve- PVO Schedule 40 I IBI I1. O ■ r» m ■ -- -- -' _ - T — - a - ■ ... ■■ u■■■■ .L ■.■■.■..■...■■■...■ ■■■■.■■.■yl■ ....... .■■■.■.■■...■■■■■■.■■■..■■■■..■■■■.■■■■...■■■.■■■■■.■■■■■■■■ .■■■■■■■■■■■■■■■■■■■..■■...■ i`:! a A 5 6 7 6 8 H W Q _ w �a� E. z 10 CI Q r 0 � V LU J O O LL z Z o0 Y W j LL w (n O N V QQ m� za d� W @ Q � O Z I.L Q Q U) C PBWECT NO. DESIGNED BY DPAWN BY IRRIGATION PLAN DMW I -01 4 5 6 7 8 9 ■ OHO ■. MAINLINE LOCATION, WHERE SHOWN, IS FOR GRAPHIC CLARITY PURPOSES ONLY. INSTALL AT THE BACK OF CURB, FRONT OF WALK, BACK OF WALK, OR ADJACENT TO OTHER HARDSCAPES TO FACILITATE • FUTURE LOCATION AND TO PROTECT FROM DAMAGE. ENSURE MAINLINE IS INSTALLED ACCORDING FDEP GUIDELINES AND TO IRRIGATION SPECIFICATIONS AND DETAILS. • ■ F � — F ■ KNOW WHATS BELO /fir il� ! • • ALWAYS CALL 811 �' irr i ; _ ■ ■ eaorEYOUOIc • � rf ■ nwtx.o-.ar.ebr.. � i � � i�r i ■ i 4 I two bu* a den - 1 " belore �� - -� r- ■ 0 UZ 371300 k 1 U 1] , F13904 '� i `, ■ E - ;w..,r s g air�gxuon mm - _ r� i �� ! • E Al } aY ■ f ■ � i F / i r i r , # ■ r ■ \ 1w;A.� �; �, - i 'i c% 31 00.5 B■ A` A� �� yy I log �� T.:< f �ivr �� _ - -- ' l%/ / 1�� I� '� 1 � 04 i05 a z sES s _ ■_ �; ..� � -- is 1 - -= - 4-, � :::j1�� i � _ I �- - r • i _ ■ ■i ■i ■ ■ ■ ■ta ■ ■ ■ ■ ■t ■ ■ ■ ■ ■ ■■ y! t■ ii i■■■■Y■■■■■■■f■! ia�■ ■i.l ■t ■■ ■J ■ ■ ■ ■� i■ air ■a ■■ ■ate ■ ■ ■ ■ Y ■ ■■ ........... * i■ A - 0 4J • -- 5 1 2 3 4 5 6 > o ,. F W �t n N� M F O� I- 67 � a � z o fl V U) U O u- z Z oU Y LL c u- =cn o ° U QQU mCL Za m 0.0 Lu 9 ° o 0 z a' a ff oanwwc sraF 15 30 00. h 71-7 h IRRIGATION PLAN I R -02 2 - 11 1 1 4 1 5 6 7 6 MAINLINE LOCATION, WHERE SHOWN, IS FOR GRAPHIC CLARITY PURPOSES ONLY. INSTALL AT THE BACK OF CURB, FRONT OF WALK, BACK OF WALK, OR ADJACENT TO OTHER HARDSCAPES TO FACILITATE FUTURE LOCATION AND TO PROTECT FROM DAMAGE. ENSURE MAINLINE IS INSTALLED ACCORDING FDEP GUIDELINES AND TO IRRIGATION SPECIFICATIONS AND DETAILS. I L I I 3 F KNOW WHATS BELOW ALWAYS CALL SII -�, BEFOFiE YOU DIG rr. ful, ■rfroe,C msy� GI 811two Wh ckya before dpyg j i i - O��l1Qj �aga4�o - - O 1 iV' 37300 i� xwrv. - 3 t 1 I 1 1 � ; I I I 1 1 1 D 1 I I 1 1 1 1 1 I 1 C Z i 3 t j - I I r _ ■ _ -- -- _ ■ - — lIl ai; B i I IC /J /J i ■ ter: —. ■ q ■ . p ■ ' 3 !7 I J ✓ z 3 4 5 6 F W M F <N P4 z RZ O U =W O O L _ Z oU Y W LL fY fA o U Z I L ° o w 9 ° zz a 3 Be B flflaECr NG. DESIGNED BY 0 JAS .m- BAs CHECI BY war DATE ensna DPAVM SGNE M 0 t5 0 DR4VNNG TIRE IRRIGATION PLAN A DR4 NUMBEfl IR -0 SHEET 3 - -- I L I I 3 3 4 5 6 F W M F <N P4 z RZ O U =W O O L _ Z oU Y W LL fY fA o U Z I L ° o w 9 ° zz a 3 Be B flflaECr NG. DESIGNED BY 0 JAS .m- BAs CHECI BY war DATE ensna DPAVM SGNE M 0 t5 0 DR4VNNG TIRE IRRIGATION PLAN A DR4 NUMBEfl IR -0 SHEET 3 - -- .rro..r■rrr rruru ■reeererrrre■rerr rrrreeea .rr rr.r■r■rrrer ■rr.r■■r ■rrr■ rrr ■rrrre■r ■■■rr■re ■ee.®errr■ rrrer■. ■. rrrer ■rr.rse■■ewrrrrrrrrrrrsrre ■. ir■� r�eii ■r� 2 `. ' L KWW "TS BELOW L��C� arfaoo fi u (Nla,.RD 5 ALWAYS CALL 6 P O 11 al aams ,.. - w,.w aagnnaleauon mm – �� J . \� BEFORE YOU DIG_ r. wi K. rra., r. e■ r ■. � -I �� ce an bueY- dey. L� - -- _ o ��' , ■ ' ; ii s T r ■ -- - -I -s Z I. �IF { —- { I f — — _- -JIIrI -�� I e ; r I' rid ,j +� �r - p t'.i / l — — — �, —� ��■ 11 III a �,i� L I I �,, a l�rj I ,c. -_ - . -._._ - _:::_; t l � f r , A ■ � I '— _ I I � I � II I � J II � � e � / �� i r ' � � qr� l , r r II I �' ■ — — d 2', e '� I I I ; I I I � �/ r i 1 �, I � 1 I ■ � r _ i �� II i II ■ !1 I ) 1. V _.r 1� .r r i � `, 6 r r r --. I ! I I 1 I I t ■ III f y ■ I . ■ �r1 f ■ L ;f , r r "` l l �P I 1 1 1 I I I w B Id O I III �, > ,. - - __- 7_ -_ -I _ ( 1 � _± '■�, - _ = rte_ - — __ i ■ _ - - - I - - I I r -_ 1 1114 I Ir I' � � I I I I I I r I ___ I ! ■ I MAINLINE LOCATION, WHERE SHOWN, IS FOR GRAPHIC CLARITY PURPOSES ONLY. INSTALL AT THE BACK OF CURB, FRONT OF WALK, BACK OF WALK, OR ADJACENT TO OTHER HARDSCAPES TO FACILITATE FUTURE LOCATION AND � TO PROTECT FROM DAMAGE. ENSURE A MAINLINE IS INSTALLED ACCORDING FDEP GUIDELINES AND TO IRRIGATION SPECIFICATIONS AND DETAILS. O I ■� { 11;� I .u� r. r.. r. G•■r ■e err r...r . ■irrrrr I r l r �. r.. ■ ■ ■r i ■ ■ ■r. r r r r r ■ ■uru� I riuurr■i■ ..u.rr■i Je ... ur r rl I YI ...... III _ u rrr 11 1 2 3 4 5 S A o E. W) N� Imo c� 4 F s CTZ W O O M 0 U U) LU 0' J O O LL = ZN 00 YW �— w fn 0 U 4.:4 C) m< Z il . m a W ca LL Q p O ❑ d' Q U) � PROJECT N0. DESIGNED IW JAS DR WN BY HEC®BY 0.4TE oPa scuE L: m 1 DPAVANG TIR IRRIGATION PLAN DMNNJG NII I R -04 SHEET 4 of 11 e 4 it urrrwr ■ .ee■ree��ue..e ti`e . i'■... r:...r.. e.. - 'e - � - - ■ 4 �! ■w erw ■ ■euaeee■■�rraerr`I.�(E'■�� ■.�.■ . . .....�."�i� 16 ■ _ ■ r KNOW WHATS BELOW , i r ( ' ALWAYS CALF BII L r I , r - - I I i >• s i3 S�EE. /{• / ( / i , r , n I■' IF BEFORE YOU M _,. L }il_ G 1 's\ / p ■ J .- I I 1 p 2 rl — j % L ■" r` 1 Jr. wt reMa4nCSli■ l ■ ■-' 1 1 ' vvtemr,...aa 1 I , 1 1 , ■ 1 1 �1'"]i �dC�,�h'� �_[T��1�0 GOG�I ; j jl l � � = rJ r I �, , r r a �, - I ■ / �r — -- ■-,L" allaooax� u ml iBa,l11 1 1 1 ;l r K _ ■. 1. 1 `t3StiBis I I � I I 'I I _. 1 _. I � 1 B 1 t•- naen uop wm l� Ji -... - I I — I -. i Ilw I \0 �■ 1I ■_ — - ■ B ,at�.a- j I II I I I .n i� f I I _. 1 l r � r -_ 1 1 i' �� -1�� j I . r 1 � � I I I I I I■ 1 _�h � j I I i 111 � � I . � (', i; � � �� I I I'I'I I � y D I ■ _ �� ,:, �- JT -,I ° �� Is I I -� r ..Jll I _ _ r - I ' ■_ � � v � .,--- III _ I , 1 _ 1 1 �1� t x 1 � _ I _ _ 1 t x _ a j 1 1 1 II r 5 j I 51 e ` 1 1 1 1 , , I � 3 � , I - , ■ - - , \ T I , , i /2 2 SE ES� r le I «< � 1' mi 1 r'� I ' • � i _ N . q L ■ I I ' 1 3 / 545 15 1Y ■ I -1 1 l - _ .,+' ��/ Y�'f � , r � r � � `.. ' / 483 �i6 ■' i I ■ MAINLINE LOCATION, WHERE SHOWN IS FOR GRAPHIC CLARITY PURPOSES ONLY. INSTALL ■ ■ I l AT THE TO FACILITATE BACK OF CURB, FRONT OF WALK, BACK OF WALK, OR ADJACENT TO OTHER -- HARDSCAPES FUTURE LOCATION AND TO PROTECT FROM DAMAGE. ENSURE - I y% ■ ` MAINLINE IS INSTALLED ACCORDING FDEP GUIDELINES AND TO IRRIGATION SPECIFICATIONS 1 ■ L AND DETAILS 1 7 K� -� .. r w■.�ar ■ .r. r■r■ �..■■■r �.�' >• er,�� .. ■.. r.....� J .�� .. . 1■ ................ I rV .... 2 3 4 5 8 \ \\. 1 II I I 1 / I I�.■i .■.u■•. IiI `. T I ■ I ■ I I ■ I I I I ■ I i C I I ■ I I ■ I I I ' ■ 1 I I I I ■ I I I i - '� I ■ _ T I ■ _ ■ B ■ ■ II ■ I ■ I I I ': I�I ■ j ■ I I I ■ 'I • ■ III ' , ■ I ■ I c F w �t_ W) N q, M T F b � z O r 0 G V 0) Uj O LL O ZNY oU Y LU c ILL. LL �fn o U QQC ma za c �if W m d p O ° z d' Q BROJ W DESIGNED BY IAI DPP B ChECI�D BY DXi DanWNG SD4E %7 m 11 DP/. -i IRRIGATION PLAN R-NG NUMBER I R -05 5 DE 11 \ \\. 1 II I I 1 / I I�.■i .■.u■•. IiI `. T I ■ I ■ I I ■ I I I I ■ I i C I I ■ I I ■ I I I ' ■ 1 I I I I ■ I I I i - '� I ■ _ T I ■ _ ■ B ■ ■ II ■ I ■ I I I ': I�I ■ j ■ I I I ■ 'I • ■ III ' , ■ I ■ I c F w �t_ W) N q, M T F b � z O r 0 G V 0) Uj O LL O ZNY oU Y LU c ILL. LL �fn o U QQC ma za c �if W m d p O ° z d' Q BROJ W DESIGNED BY IAI DPP B ChECI�D BY DXi DanWNG SD4E %7 m 11 DP/. -i IRRIGATION PLAN R-NG NUMBER I R -05 5 DE 11 0 7 g ■..• ..r..■ �...■ rwr. N• }..ww. 'u... . ..� ■wi'�p ri. a.K4.. w ..� . .i�.! .i1li ■..P •�N__ ■.•itt..• ....... ■w . ■.........w... If 1 �� :<:. -_ " l r e ! M r r..` � / "__ I w I , i. p_ w � - • r l` w �� \` �\'� � MAINLINE LOCATION, WHERE SHOWN, IS FOR GRAPHIC CLARITY PURPOSES ONLY. INSTALL AT THE BACK OF CURB, FRONT OF WALK, BACK OF WALK, OR ADJACENT TO OTHER HARDSCAPES TO FACILITATE FUTURE LOCATION AND ■ TO PROTECT FROM DAMAGE. ENSURE MAINLINE IS INSTALLED ACCORDING FDEP GUIDELINES AND TO IRRIGATION SPECIFICATIONS AND DETAILS. ■ a ! l `-.... i / r -7 ! 71 1 I �N ! \ ■ f l l I r J i a ' � I I I_ II w I I � is I i i I r r � s r li! ! I 1 ^ ■ 'l � r� I II III � I j I I ( � a l I � � `, v . l j ■� �I� ! 9 II� III. I I I I I ��j I I I I ` \_-- -- f � III y � I li� I li IL III �ji e I - _ — 14 V- ■ � N i s s Ir - r 9 O F E 0 H W cn F �Qb F� a u � z O O �0` V co Lu Q' O O LL 2 ZNY oU Y LL LL �� o QQ co a. Za m �0 W 4 as ° O z Q U) i c I° JAS B cBO.fcT rro. oesiGem er C ECI By �E oaavnrvc sca.B %7 m D;T i11lE IRRIGATION PLAN A = 6 ., I I � is I i i I r r i i i IIIr iIi is li! ! j 11 � l i ; III I I � j �I I j ■� �I� jl I I� 9 II� III. I I I I I ��j I I I I r l f � III y � I li� I li IL III �ji � L WHATS eaow ■ ■- At 1 ■ _. I r * _ • L. � - .�T a>_w�s c ALLY BEFOP EYOU DIG b hdAt hne, �Jhe W. I I I t 7 r a -� I I■ ■ I I I � ■.._ j l� I CaI §Jj lwo WWgbe deYe � I,- .pSA°r°.dp�M�l I I I I j 1 1 I j I I I ■.. 1 I� { II� I. I �(�If�,(� ff11 I I � I I ��`�, 111115 U��fO�WISJ'J� I 1 1 I III _ I I I I I I I I. I II j I I I 1 I �. I I I I Issal aaa so {s 1 1 I I I. I I I I I I I I I I �h, 9f'brtgeEOnm I I I I I I I I L SO .................... �r..... �r.0 .�u.wu rri.i•r.�:.r...... _1�14 ■fi r' 1 2 3 4 s s Ir - r 9 O F E 0 H W cn F �Qb F� a u � z O O �0` V co Lu Q' O O LL 2 ZNY oU Y LL LL �� o QQ co a. Za m �0 W 4 as ° O z Q U) i c I° JAS B cBO.fcT rro. oesiGem er C ECI By �E oaavnrvc sca.B %7 m D;T i11lE IRRIGATION PLAN A = 6 ., F F Ob : F o �O V 2 Cl) 1- g O LL O ZC4 oU Y W C LL LL (n = O N V a Za o N W ° �Q p O O Q F- 1E CA 2 3 r ( -- - -- t � KNOW WHATS BELOW -- BEfORE YOU DK3 fC� fal �� free. Ifs Es ha . Cal IM t- buheee dey. before gpyp FM `V' 37130 0 A -.0 atllle. EL 3984 0 (353)4345015 ww«. nsenemasuo�mm O O 4 5 6 � 8 9 — f — I B PRQIEa N DESIGNED BY —By IAS CHECKIDBY D E DRnwuvc sc %7[l] o Is 30 N.11 DR4WNG iRI£ IRRIGATION PLAN DR 4 W ING NUMBER IR -0 3H— 7 DP 11 ■ >l ■u■■■■■■■. �i■■■■■■�i■■■■■■ ■■■i I1 e 1 ■� t I � i ■ 1 F I ;l� „ II � W IjII 18 37 s�l ■ , ■ U U ■ >l ■u■■■■■■■. �i■■■■■■�i■■■■■■ ■■■i I1 e a 1 ■� t a i ■ 1 F I ;l� P 1 W IjII 18 37 s�l M O� , ■ U U ■: }_ { - ^:� 2 _... K �_ y •- z'i �� 21 zzs X- r.... , f`� " I ,4 � �} � �/ `�� r � '- 7.. '� I � � r � � � � �� f� € � j ! l P` r' �� l f !B � n � �✓ � ,e S` � e ■ 568 22 � .: _ ,. B i t z yi __ 3 ,- _ ■ - Z B B B B 1 �/ 5 BIB _S 6 ■ 1/2" SLEEVES \� ■ ■ 1 (D.G) i ■ ■ ■ ■ E 7 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ D C 0 KNOW wHArs Baow B ALWAYS CALL N ■ BEFORE YOU Dr. ■ ■ ■ Re hit [� tree, R� tie lea ■ ■ Cal ttl two ta3etrlaas da ■ belors Apyg ■ ■ ■ ■ ( 06 ) LS L 371300ek Lane 0 FL 32784 ■ 1353)d?I -5015 ■ www.m :�anomaseo..�om • ■ ■ A ■ ■ ■ MAINLINE LOCATION, WHERE SHOWN, IS FOR GRAPHIC CLARITY PURPOSES ONLY. INSTALL AT THE BACK OF CURB, FRONT OF WALK, BACK OF WALK, OR ADJACENT TO OTHER HARDSCAPES TO FACILITATE FUTURE LOCATION AND TO PROTECT FROM • DAMAGE. ENSURE MAINLINE IS INSTALLED ACCORDING FDEP GUIDELINES AND TO IRRIGATION SPECIFICATIONS AND DETAILS. ■ O: 1 2 3 4 5 6 7 e 4 O Lu Q' O 0 LL T_ ZN oU Yuj (n O N U QQO m� Z O. m 0_0 Lu Q 0 O z Q .wa W. DESI BY JAS Da4va ar CHECk BY 0.41E DravnNG SCUt m 0 1s o. DPAV.mdG iiRE IRRIGATION PLAN DR NU I R -08 �� 8 , 11 6 I - -- - - - I __.— •e ■ese ■ee• ■ ■.- �__ RLr er ratlK LLi,.'. — � ! -see■ __ - -. -.__ � -;._ � I 1 .. - _� eu �■L ■■wi L_ - .il r ■w .■..■L....■ ■ rye `.L..■eL.e.ee■.■�.■ :.I -__ ! - a ■�reee ■euewsereeeeLe - iL ■w�■Le ■ r _ r J _1 -- MAINLINE LOCATION, WHERE SHOWN, IS FOR GRAPHIC ] CLARITY PURPOSES ONLY. INSTALL AT THE BACK OF CURB, FRONT OF WALK, BACK OF WALK, OR ADJACENT TO OTHER HARDSCAPES �0 FACILITATE FUTURE LOCATION�� F i-L —F FDEP GUIDELINES AND TO IRRIGATION SPECIFICATIONS AND DETAILS AND TO o CT FROM DAMAGE. ENSURE MAINLINE S INSTALLED ACCORDING F Pd ■ 1 i I _ - -- �� - — �{ i I � I I ■. 11 I I I . t I t i` _ I I� ��= — - — �. 0 O 1 i U IN I !I ■ I 11 II 11111 i'll II , ` I 1 I l.. ' I ; !. ! II .I � �.-" . -- � I .. _j I ■ 111 I 1 1 I I I I I � i I � it I ' ■ S I I I I� i�� ! l i l III.. I i LU E 1 111 O I i I 1 � ■ Ili I i� L11 I Tl r_■. - III T -- ------ _ T I. E L- .. _ ■ I -- - -. -I{ I� ZN '� emu. W I ■ I i ■ I� 1 1: 1 I 'I tI 1 li — I 'T' it �V �\ /'� :� Wa dQ r — 6 O Z -- _ 9 ■ i t i i I 1 1 I � � I I Q H ■ �� LI � I�'' I,I �II �,I I �L iL!- -- -- 1 1 _� �� , `�. r �d� � �' � co D i ■ y _ ■ II ��I11 i l i a I � �._ — ! r/ i a } o I _ ECT r 1 I ,111 I I I I ■ �I ;! I 'I 'Il Ix � � � a ■'I 11 it � r I I ' , ! ; I i I I ! � � �� , �- - � � ,, -' .._ n, r i. -- ■ o ■_ B PRQI NO DESIGN . 401 C "C c ■.... -_ } - � -__— , ,.: ED BY �n5 ■ 4 / DPAW BY • .IwwrOc ■ -- KNOW "r3 BELow D E 8 /25 , ALWAYS CALL IN — .NG B - r , cu ■ ■ EFORE YOU M %7[11 ■ � ■ ■ - IN f* IN RUsY.. a rs 20 -1h ■ ° ■ CJ 0 hv° burn- days D we mL'= a ■ // .. brasr IRRIGATION A ■ PLAN ■ A ^ ■ _ (7 � rTR3]1300 Nta U atilla Fl31) , B4 htmp34" , 4 s 9 a 11 F ,, ., w.Va un• �� 3I 0 ©1 U A) CORP STOP METER CONNECTION ego w.> T 'S 1 C WIRE SPLICE 2 I - . I � B IRRITROL RCV '�S`,��K�i / / / / /// w� S HUNTER INST — I2 — CV o 7 LC) CONTROLLER ESPLXM L, , eiexnm ro IM PIPE AND WIRE TRENCHING ma n p ' �'°"'. Al L_ POP -UP HEAD ON RISER I 5 � c�� n�� r � can• . �o� b sou vauxom w vl¢ C GROUNDING DETAIL THRUST BLOCK n� I 0 jP LS) MINI -CLICK II RAIN SENSOR T i O SLEEVING U HUNTERINST -06 -CV B W H O V w F- g O LL O ZNY o0 YW ? LL ILL o 0 QQ ` c m . ZM W ° 0 Q p O 0 d' Q PKWET DESIGNED BY jAS O B EC DDB 44iE DiK SO4E DPAWING 11i IRRIGATION DETAILS Dan wlNC Nun ID-1 SHEET 1 0 of 71 a, 71q �Ili�lr THRUST BLOCK n� I 0 jP LS) MINI -CLICK II RAIN SENSOR T i O SLEEVING U HUNTERINST -06 -CV B W H O V w F- g O LL O ZNY o0 YW ? LL ILL o 0 QQ ` c m . ZM W ° 0 Q p O 0 d' Q PKWET DESIGNED BY jAS O B EC DDB 44iE DiK SO4E DPAWING 11i IRRIGATION DETAILS Dan wlNC Nun ID-1 SHEET 1 0 of I NOTES & SPECIFICATDNS Irrig a tion , , d U, C Street -n- landscape Plan dated 08/27/14 I' .IU, be la test 'MI Too led �F/27/14. ConbaPtI, 11 1.., to 'he.. plan, to coordinate Inlkle, and Ip. The system has been d,abgd to an,f �ftlhnoh Ihte of all a pplicable hl... "aW.U"a a an ti.n a . Sh..Id any ... flot L in. I, 11annool. of the ..It It in, a-lbility of the ""/I , I -, "U" 'abl,"to, to - ., 1, 1- 4, hat.11.,1 as deal red. responsible for obtal,log all permits according to amts and mad I.- The scope ]I an the Fin late$ and dltafl�. e IIIIN., Cont :null be pe of I_ d are - CERTF` IRRIGATION CONTRACTOR by the o0g.11IR The 1 be 1 and In gold etIndl,. THE WORK The I.. 11ad In the larolsta of on-rItH, all o.hop-anbe n.l.a.I,y fl, the a Wilton, beating, and dell-y of . annp,eb, fully N-fland automaautomatic o. 11q al,111p, IIt:n yo ah�I Uat ha Include, limped the I,lgtI., p lan, note.. and d etails . . This I,, eho bat not be ,fted to. the providing of all requ lretl materlol If applicable (p,mp(,). bllkflo... pipes, valves, Ittlog'. toll , , III- al layout, P'o-tion to t h e P,elo, exc avation, In- fellation, talk filling, -,p.11ln,, r epair of road it". N.de to dean- maintenance, guarantee and b.m plane. All kII area, s hall provide 100% h,.d-t.-hI.d aYaq. from . fi,11y -UP 1,Tg.tl.n 1,- with . r ain (.11 la .. appropriate) shut off device. If the rain ofot off d- Is . rain are reP, it oh.11 be Inel.ted to prevent -1-lon by y and I. are p,I.n U d II-It by lotla If. than d �,,l b, h d O=t head a . _.erotrg 01 be . on-lo-y punch lis ['I o . Thiel t Ir. TIN..a plan. have been 1.IIg,.d to a.V.fy/,Pod the It- I.,tIon S.Plaly Stal-de and Gpellfloatl f, Tun and - f.- edition. All pne In Ill- I, manufac U.n. contralto, onall verify verify all underg '"' I IIVIIII,. 72 No- prior to comma ement of work. It le the -pon,11,111ty of the Irtigatlon contract, to famlllarize U,-eal-I, with all greds diffe IPP,V.P of III, retaining -1, et,ult., d wane install Ite pNhkI., eyelen, he �h an the drawings ,: a .tilijim 1. .0 .t , It I bl . . In the fed that hkr..I bsnn dUf or `_ .. in the , .I. dmenalona -let that might h � gr hot ve been c on s idered In he engineering. Such .babru.0 -I th .n., I, di .d be b1ouq1t 11 e attention of - In.,'. P,,, led In the _', IN. Not al.tIon 1. not f the d. '19.U.n and) arum. lo" Ipon.bibty k, any reM.iona .-y. PlIg.11-h I* or -1. 111 Hann, . by their .. Irrigation o or eh.11 libel, Ia,k ad, or _, =1 & . la, the loca and Tn.t'l.tl.n of plE. and l aterals through -1a, a ntler d.,y. and paving, .I The -oba.- shall take Immadlate s teps to .p.l,. a" "-Pa. to any " I. which are dl.,,tad an al.e to their operation.. All ... te lo-d In dPd.o If e-I d repairs due to negligence on the part of the o-Pot.r shall be del Iap.n.111111, POINT OF CONNECTION (P.O.C.) The P.O.C. is a new Ilse si X 2' top, ona.Imam of 10' o f 2 po lyethyaro aeMCa line 2' �ebhad -, (by .1h- The . P.O.C. nn capable be P. of delivering , of GPM a t 70 PS al-a-e- If the water on,te, C.rt,.Ptar to verify U, ... -i-n, -rdillahe on be nnot IF- to ndarn ' l ine RI Ind the b.gI,rTn,l IF Inalalleti- If an, o.naltl o.n not be rn I. .tractor In." vfy designer , p,la, to Fw ith the work. If the Iota, don Pat do I, the confect., p,I.. I at II.Ir I., become, bbecome, ..., .1ble fP, any lot Warl, wtd to In.l. the system per.- THE PIPE Pipe I.P..nA eh..h , , pla . in the field. When the n .,I I,hann.11e and 11 be . AhII _t Pla""nee P, I U, a ma.11.1 .1 18" 1.., hann or . hall of l.r, ffront of ..Ik, book o_ f I.1k, or other hlrdal to allow for IN_ in localing and protection nom ph,elld damage. Install all p pipe ear edges If 1 Ir against buildings w henever possible to .w earls for plant root balls. ', .or I piping II plal-t lNop.,ti, ndf All pips are to be placed in ol.htb, beds. It 1. edr, to 1 'ping order hard ... Fee. h he road,. ..Ik, and Pad . the pip.. ..It be sleeved aTII, II. 2. PVC with 11. I.A- diameter being t.b. the .1e of the pip. It 1. currying I In .1 sleeve alze of 2'. with Pipe Size, ah.11 -noon 1. b ... �h In smaller , F b � � Ua �. aIing, No of W o d it. o'k., shall be permitted, , but III large, s iz es R,Iy be I All damaged and rejected IN, shall be e,.,.d 'a. III " be at the time of old r.jI.h. Mani Y. s hall be Pont P,,I. 1,h 4D 3' 1. with Goh ID PVC advent - weld fitthg, Contractor i o . PIP" le Proper' restral,ed - I' g "'t iting., threaded rda, Inruel b e tc.., .� and wh r.,,II C-- 1 shall refer to pipe manufacturer . e.d,d ln,t,[I,tloh pr-kee /or A.,th., dlrectlon. PVC pipe faint on,hiRl,nd and p,i,,, The PVC cemmt shall be Wald-On 711 (g drying. heavy III and the p-, Shall be -d-0, P70 (purple Urbod. slow - o-libb, with nt), or a pproved I,uPa, ELECTRICAL POWER SUPPLY Be'-1 supply for 111,Itl- pumps, Par-lar, sensors relays, ol-ba, con GOl unite as (cc " to be prprovided ovid, by i rrigation c ontr act or. to . Contract, to .rdln.tI with loo iHlln' or he In "I I -t"` " and acj�f, eft ,t . . oo . pow pfl,, for req- comp sat III!, In the irrig ation I P � an'. oll alaobr..' 1- 1, to co with the Notional Electrical Code 1 any, and all othe r PPIT- PIP electric I and A II,Wn,,dI eleclrlclon shall P .11 di hook -up,. Power far each rI.,/C1U hall 1, 1 dec. d 120 v olt, Oc -"P niee. the-I epeclRad In In. plane. Po I. each pump to be YdIno 1. pump IIp-11-1-I Indicated In t hese plans WRING II,Ig.U,n oIr-I Ire " .11 be Uho,nn.p" solid parer, sing l voltage irrigation control I,,; satiable fo '_lt b.rI.J and oantm me aU It rated voltages. Top. old lb,,rdl. co ntrol .. .-ry I.' erd - alald. In. nnair,lin, At all lama in dlfl- -, , 2' 11 of w ire. At 11 -N. lo.a. toll Ire r./4' p of PVC pip, to on.k. . ..11 elRg 30 line., in of wire , Mak I Placb-Ilal .ld , 3 i... Uor, with 3MDBY/R N,,bI, .11 olog an al11c11 book 0 nu mbers , c to t he ..... N e, -I In all b..a.. P, , . and 1 a In n-le, Wire al-d. h-bared and ..I al a follows while fi, , s pare black n bndlkoda.l o.IP, c-al lot w #14 s pare yellow hot wire Gp.,. wi re, Le-g eac controller, M. spare wire, in both direction, par, total). In.tall ., 2 n a pse, (4 total) and 4 hot ire. (8 total). Loop U.I. Illea In �'. h RCV along heir path and In the - box I It - c. trolled by wire, concontroller. Th respective larbr.. loop Into h -1 oh.11 . tend u p into the -1- box , rholn, ' RI I ' '* a nd b e r ea dily .r a........: by I""" the .I. to. 110. The.. ir.I Net be all n um b ere d o. co ded . ra,�Id In thea, plan.. C,,tr,11a, and Pump at.tl.n central Panel Irg utilize 4 /6' copper grounding al.tee. 5/8'XlO' copper clad 9,I-ding r 'One S toke' CAD well . t .11 connection p.1ht% #6 bar. copper Ire, and mOII, o-loot Install the and other component, c.p.n..t, .. . d In detail. C.nA,zP, that U. earth to g - rd re.T.oldo. not A hh d 10 ho. Contractor o , IN provide . w ritten certification, an . 11- . a,d electrical con lr-1 letter head. ah-bg the data of the te.t, o.htr.IIar/p.n,p location, and teat Rbe. Eac nbPb,/pI,hnp ah.li be I, grounded and tented. Each olorpolelt t hoe Ito separat ... . 9,I.hdTlg 9,bb Irl.a they are "'in g old In by side, which III .P to III C.-all" , an lanhoRIn g rounding grid. LAYOUT La out Irrigation .,I on mainline. and lateral Role. Make the rek--y adjoa-b, r .. Irad I -ohol" to, N account all It. and Hirt bat'ar. prior to In, Stake .11 sprinkler head I sobars. Add Not locatim and nn.ke the n'll...ry ..dlfl' flon. to nozz = III enure .r, 100% head to head coverage. Ref, he Edge If . E110 Sheet. an the hrl,allan Detail Sl., Spray head. .11 be lo-led e H. Ildee.1k. I, curbed p and 12' from -curbed d and building g f--lon re n, Roto Ih.11 be trat ed 4" from aide-k. ar curbed "I I.." ,. from u,,d Ing f.-d.U.- and M' from -curbed Shrub head, hall be in,talled on 3/4" Son 40 PVC I— The risen 11 be at at . rotrInnon, of 18' off Id ... Ike, 1--y 1-11g, building f .. of.c.r., and/or any other hard ... p,d - head, s hall be Installed t . st andard height of e below unto t. dh,b9ht of pl.nte and shall be Th,t,11,d - " f E' Vh �l flat ' planted be " ea A-1, and PH, Protection 1111 .11 A1,b r .h 11", or forest poi , III— Irrigation o. 1. In th case Hear. _U be Pu ra. "D ba,,t. IIII �Ull - and an. not be p.k,fod. Locale I val ,I.r to ex " `.n .11 loca tion E, that pdAA la, Illy and at the. 1. no Interference .1th ph yel.. I plant., tree., PI., Ill. v. lb-I. t be placed a m inimum of 12" and I . .1 IS' ", U, I ; dg. of nnInt, urb% It, and the top of the box -et be 2' above Inbl, ,,Pda. No . b..e. 11 be InItall,d In "" I, gotPo aboign,, - III in eh,b bad,. N.- Install I! h-t app al by the in part field P VALVES S,, .11 -a. 11 that the farthest .we ham the P.O.G. o perates I and the closest to the P-o C. op era te. I— The closest valve to the P.D.C. should be the I..t v alve in the p aIq..nlI. = t the fl- l.-I on I.Ph RCV to ensure shut off in 10 second, a fter W,Non by the Tig.11- U.T1q an all.- branding Iran. brond III - I.D. left, /number on he lid of each valve b This brand m ust be 2• -3" tall and -.11, 1,91,1, EQUIPMENT All pop -.p h,,do and s hrub risen 11 be PlI.I.le o.1p11IaU,g. All pop -up head, 1 ' bd mounted -ty ' - lI. All rotor. 11 be with PVC trIbl. . eh, Into I ... o th e rwise , a II.d. AII 1I .,.II not otha ta. d.l.l.d or tio-l-d an these plane. 0.11 be Inalal are per manufacturer'. ne-Y-od.tIon. and speciflcatlone, and according to old one It.. l awn. TRENCHING E.c.,Nte st,al ht and -.1 trenches with ....i flat or eloping bottom-. TInlh width and depth -le be -blol.rt to .11- fa, . p,I,.r .11-1 and lo,loahba ,ap ... U.n bet-W, pfpilg I. an In the P". beNI[,U.n -.11 an the dat.TI he Protect ..I.tlng I o ... d Remove and r opont any I.-g.d plant on.lerl.l .pan ial.11- The on.b.,al h be of the Ire .-I one apaP nn e nd of the I.- Il,A I' " material It 1. replacing I. to hot need, to be replaced and In, .A pt,blily of the repl not.,ke ..It be ..I.ly u p to the ..,or P, owners -ap-entati- INSTA-TON Sal,KI C,It all pipe and deb Clean lttlnga of role, .1; -all amount of 1 1,. and fo apply I InI. an .,I,g that 11 Y P. h a- . No t la wip R Pri mer h-ld or I t= apply . thin l..t of VC cement; first I NI, lay, hold. Ille hItIng. and III a p p ly Inj. Into the flttl.g. In-re that the pipe N I_ - In :. pipe 1, the , P. to no the pipe , 1/4 lain one h -led to he bolt. If the hen 0" I bolt. Make aura that the pipe d, 't ham h. the fitting. If the !a, of the filling pan comp l e tion, lon, ite g- taint I. and .It 1. dl...rd.d. Pipe. on.'t . . hn of " minute. prior to ` and' Ing and placing Into Iran .Paolhb l�i,ao e 'l longer time : far to the ma u /acturer's o The PIPI _ cure r. nI... If 24 No- PIP, to 1111, w ith I.be, �� With pip, In the h. cu pip, Ire. de I an It. Portion of PIP.. if not ..Ing I pl.l. f. b�.�o ri ahkl p'.P' beveled be- Cleo pip, an '"Ing' ` `"' ; In In app" I small a ru galket on the female Ind. Fully TYe.A UI rnM�t of .1 pipe gre In I. " I t ho ' , " ball end of adjIltnt pipe until the bevel la il."y seated In to - bell RIth, n.,bad. Restrain pTp. I. 13- FILL The Book 1.11 S' b.1- 11 n.d.n-rd and anything beyond that th e t,erP be If j n ative 11 be of l'a.n .. r , In lo-te, ln�a nratelial hot nothing I,II bon Man in, PIP. dopif, Ira .; to U t o f pipe shall b, 24' Yb ;�m for 3 4-2 1/2' PVC With n 31,' n, i at venlcular crossings; 30' minimum for 3• & 4• PVC with 16 n I, _h'ou I. 36" -InInn- for S' PVC with 3 E . minimum at l,.. Lateral IT,I d an the measured to top If PIPe ehaft be: on InInn n, for 3/4'-3' PVC with . 30 oln I t venlcular crossing,, h,'n-ho for 4• PIG and al,a- IM 1 30• on at vabl.I., eh,a. C.rt,lota, shall lb-fill all plo1g. both -InUne and lotarals prior to F.1-I any Il PI- 1-sib.. The pipe 11 be b.P11 red the - exceexception lept If 2 an .on Id - of I, (Io' I biting, 90'., tees, - �. -th all p iping has ..U.I.t.rly p..eId 11e lal to shall - be bal.e. Pi.t a pressure teat A d RUSHING 11or to Ine l000-o t If all- 1 on ,oh -9 -II I., I nInIh,onn If 10 minutes or until line. ore completel o loan of debrie. whichever 1. longer. P- to the Pall-af heads, flush all 111— line. fm . -brunn of 10 minutes minutes I, u ntil In,- are completely clean of dabrfl. whichever I. long.,. Use alre In head, and III h.,da III proper coverage -ol"ll excel. -let on .all, I.Ike and pIVhg, TESTING Sall: At . hrinir- of 2 I.l.d.ro In the -1b, 1 test, for Infiltration to.t. 11 be perform. ,rang to VII USDA S-11 Quality T Kit Guide. . t sh ill be d ocumented In I USDA Sol! -ahoot- (All of the al.- la available I t et/ tAet�!I The I-RINId worksheet shall be a,br-Itted to the ow era U� repra.ant, f review /approval. Do not pr I bloat written dIr-Ion f the own, /owner. represe ntative. Mainline: Remove all r emote ,,d =- a nd , 2r, S o ,p Ph SCH mainline I. enter and are. ". ,. Ih I 80 nipple. PH m t-ob o f the at two gauge I ... van.; the " - . Man- the na. . U,, Plan With the ..., . an', t!* must be a t opposite , r. two h.11. There In be no too. 11 pressure at either gauge fPr`I.'1`an go far For HERE pipe. ..' SEE notes. For -led ole a; " Ilded , pipe. (". IN �Pi looting require, are t of 1h. Water pumped in �.,u I ""' In. N "' a h yd rostatic l 'I onobtalb 25 1. - this wa ter one n :� h " I t In. r. of UP folowing or ula: L-(ND"P)/7400 .haro L=A.W.N. leakage in gallons I, hour N-N-bel, of ,.Inta In pip, tested D= N of pipe (in I nches) P-Average Feet Pr ... um um (in PSI) If these are Id I*lot, In, 11 It: alt 24 no.,, and ,,try the .It. F,T. procure moat a 1-od 111 the 611n. he test LabdMILLiceal The l ateral line, nn- be fi,11y filed to aeration of pressure and visa ally oh. far I.- Any look. detect. Y.It be ra,.kad. Operational Testing -011, the 111nlih, and late P' I . and the eyeben, i. o-11011y Il . no" d of 4. system la The Igoger.U.nal, . teat and I I an con tractor ..at dann,no-t, to the Ien.r or n A.r th.tpr -- the 1g. 1. o btained and ea,l, .-notloolly fr., No controller ' l. d -'alrall. ra a,glat, on I be I.-d will In the proper Aeq.an.. 11 no., an the plan., controller. E.Ph an. in be thpalted far pro orq, and Nmt'.n The a del, h .rage and function I, in. III. di _ I, 7 f.tla. �f a p e , rep-anatNe. I -olon If the o owners U 1-pletill If the p ... Umal ` I, n .acre or H. This Illf yau to III the " "'" ""' "" be P. to Ft the ."' ly p, .Pl, ti on , -' or If "I""U"'n It materlai In 'no sandy 'I"a, It "I oill I no q�`" of ". P "ng .ch 'on' the aeudt�e n Tim - . P _" -lo u' If th is 'pa,baro.d, ar.11-1 r. �tl be I far . la p tors troller SUBMITTALS ?L� I ..at submit for written approval, p,., t IN.I.N.U.', flue n (5) couldct ...... o., sM1aeta /speciRCOtlon. for all compone to be u d p' I in of the the Irrf,.tI.n After Jobt , A. ditlon of ind .-opla-, the rI,atI.n ah.11 p-P. the ..ra, 1. Irrigatlona As -boat. - shall de I g . sub -foot Global p System (GPS) I. PoPur.taly r-.1. c-1.1 va j, ee . I , I I. Independent .1,, .. I,. .,U. o-tr.1lare, h I =duit path, control rre.h.,jon, walla I, dI ""'y l.R In F.rTd. Elet State Plane NAD 83, and COPS 96 wa ter s collected shall be in PONT 1- - each i nclude I, ID far ah data p oint .111, Manufacturer, Type. Size, and Depth. AI;IbI- a fam.t. The data independent . of wire on.) be located , 30' for tPighl runs - and at e, i _ .h.lg. of ,o, . Slea will be I..t.d at end points and 20' If length. All underg itenne 11 lol- 11 In 10- These PR once collected t I goo referenced be- file to be labeled at be I- "'d an A, ted A S -Built h.11 be . R.-R-ren-al EWF 11. and dall-ed to the on . ,,t II.k (ED). 2. Controller 1- - J If prep- per Indicate 6N; Indicate e t Pon hnpl�t n I _ I..h 1e). - oh.rt 11 be redI to P III that (being . different or fIr on. the .,I. ntlall by I rahr.t. nn-al valve .111 It 'he'd. .1 . nlral., door. 7,1 redultnh anal) be her-II-Ily A.dod held, two 2,nI piece. 01 .1-r P-11, 1 Grounding Certific - P1111e ground 111.1lon re-It. for each Ilroll,, and pump panel gro unding 911d I-Italled. Thn, -at be on . lead lo.-ad elecl,iclun letter ndIPaUr, lontlon tested (using IR Plan data - teetln g 'Ite. 1, test method, and INSPECTONS AND COORDINATION MEETINGS REQUIRED - Contra- 1, required to d attend the dodemonstrate demonstrate 1. He owner and/., o wners ,. . pra tot to their I. a, f.H... I- nd oh . m eeting - D:nlgrohdl o.ntr.ltlr to Ave. I.tT,I i-tall or rrt h .n""g e ar .1 c htr.ctm I Mainline bet.l.b., H.P.otloh(.) - all I.In. Y.at be pl,, 11ch', d epth of N .ckfill and 4 21 all.d far pro,., 3. ", I nlln. - t.et . in "a ad d.II,re eq.II to All nnIInIIn -hall be Plea-le belted according to thl, 4. no. Meter -Ill r n N - J flow Yet ,It be o,11a,.f.d, provide o-I ollibratlon report for g1lo'.. meter. 5 USDA $.It Oadity Tell. for k,fIfi.H.,/t.re A: Coverage z operatio t too 8. Punch ,at ,,Poll 1. FINAL. ACCEPTANCE n- I.-P -'a If the IRIII and lordIIII.n. In— been __� ',an it-' the fallowing g d-,kne- td these ..dVU.. eatlefled. d and approved. Fln payment will at be released 1. All above Inspacllone are P-pi-a, documented, and approved by o wner. 3. G11U.n old at 'b drawing.. A a ccept 'ant le, ' Acc eptanc e of l- .I ,h- and p-lont inside of All oth hhitt-l- N be 1 to the satisfaction of the own v. GUARANTEE: The Irt IgItIon system sh be Itlad Ra of an, calend IN. time o f F,P L_ g u aranteed MINIMUM RECOMMEND I RRIGATION MAINTENANCE IRCcIDIIES 1. Every Ilg.ti.n .no a huld be lh-kId monthly and I,Ittao re ports ge nerated drb.,I the i data .-h , . I repaired, and . U�t(s) . t probl 'Ple Inspec ,, 'ms dentiffId. date problems problems -f on." the repairepair. minimum, minimum, the.. Inspecti . IrA, ki Include IN. Ill looke. A. T on Ill!, h the to d- to I I. 'y "to""' o perati o n . It" or' "' "'It' 'or B. Chalk oha and loll It— and RhI hn.th.a. G.,e.It an I A audit, /or -th.d. d 11 de P-er Irrigation a.hed0bg eq-Irent.. C go, r control .1ve to .111* . paraders. D. Check setting an al,ol.r. rI,,l b. i y p E li. 'ar r ,,. 111- 11 present. I 1-al and d� .. needed; ., I ;:PZ within 0 -15 .7..ndo a fter da.otIatI by ..... ,,, F. Ilk far talk. - monIfIe, to tarol lines, head, to. G. Chalk all head. as follow.: 1. Proper set height (top If sprinkler re I bal.w r.W height) 2. -y head P,P-.p height - 6" in -, IV h ground l, and Pop-" an ri ser in shrub b... 3. Ch- elp,r s for le-k- - If I-9 1111 he h ead with In - had and re- Inspect. If - leaking 'l a d repl held with the 1 pp ap pressure regu built -I- check 21, at 4. A r -.1.1 checked for proper Fail— 11.991ng, leaks, tarred make ,b -.1. .1l. - III— ns eeded 5. Chalk far proper alignment - perfectly vertical; Ire P; M.,hl- r spray .,to h,,d ... p.e. 6 . Riser = raised/lowered 10 accommodate plant growth Pattern. and proper l- T verify th P'PP riser retY.- ft, if a t, .a --d. 2. Ch g1lorde for Nt .... (10 o hms or 1,, hl. Par I, nn t written 'I'arte. 3. Chalk .Ih -t-If de- .mthly to on-1- It function. properly. 4. lP-P-lt -11 Filter. monthly and c lean /repair /replace II needed. S Proo- b-1- he -o-P LY IYH1 . 11.,.Hy II-na,d naln, This should be done annua at on"f-m. 6. rep valve t all �,. I... to In—. they are in good 111lar. I'd. are In Illo. and looked. 7. Chalk pump tali for p,.Pl operation, filtration, setting,, etc. re fer to pu mp oto it.. I man"al 8. Ch.ok P� 1,.n Inta P - he an .11 .fl quarterly, r on [ minimminimum. P, minimum. Clean and/, repa .. needed. 9. Winterize, If -PPIllable, ad --the, in r area dl-tee Follow F... manufacturer lIoPd.U.r, and NIPI out III and III fng compressed .1, P.- ,eo -' 11 -1-P of alt- o, per manufa cturer lt.n., --hr e'd.U.". ID. Conduct Additional Iaotm, .Tnl.hI tasks, etc. N at o e p your k-- W4 0� file. PP F- < fiz Q z C) M S U 0 LL ZC-4 >�. hcLu 0 a.= Z IL Lu 0 to LLJ 0 u- LL - 0( - ) 2 < m 0- 0 CO �11 I Ncm 2014�7 DESIGNED BY JAS DPM_ G, 1- cNED �wj_c &M 11 4 IRRIGATION SPECIFICATIONS IN-01 11 __ 11 �U] pAff UN Z`U:� V ( 9 (f 1111 H i_u9 Vaud u Ulu I flu u9ut. ©de FuNshed and Medga Nam THURSDAY, SEPTEN38ER 25, 2014_E3 . d vevyUsernent or Articl CITY OF OCOEE NOTICE OF PUBLIC HEARING FOR ARDEN PARK NORTH PHASE 2 PRELIMINARY/FINAL SUBDIVISION PLAN CASE NUMBER LS- 2013 -003 NOTICE " HEREBY GIVEN, pursuant to Subsection 4- 4(G)(1)(d) of the City of Ocoee Land Development Code, that on TUESDAY, OCTOBER 7, 2014, AT 7:15 P.M. or as soon thereafter as practical, the OCOEE CITY COMMISSION will hold a PUBLIC HEARING at the City of Ocoee Commission Chambers, 150 North Lakeshore Drive, Ocoee, Florida, to consider the Arden Park North Phase 2 Preliminary /Final Subdivision Plan on a parcel identified as parcel number 04 - 22 -28- 0000 -00 -001 (9421 Clarcona- of Ocoee Road and north eneral situated between Hobson Road and Ingram Road. The subject Phase 2 subdivision is approximately 85.45 acres in size and is projected to contain 205 single - family residential lots. The complete case file, including a complete legal description by metes and bounds, may be inspected at the Ocoee Planning Department located Of 150 North Lakeshore Drive, Ocoee, Florida between the hours of 8:00 a.m. and 5:00 p.m., Monday through Friday, except legal holidays. The Ocoee City Commission may continue the public hearing to other dates and times, as it deems necessary. Any interested party shall be advised of the dates, times, and places of any continuation of these 0 continued public hearings shall be announced during the hearing and no further notices regarding these matters will be published. You are advised that any person who desires to appeal any decision made at the public hearings will need a record of the proceedings and for this purpose may need to ensure !hot a verbatim record of the proceedings is made which includes the testimony and evidence upon which the appeal is based. In accordance with the Americans with Disabilities Act, persons needing a special accommodation or an interpreter to P in this proceeding should contact the City Clerk's Office 48 hours in advance of the meeting of (407) 905 3105. Beth Eikenberry, C11Y Clerk 0S2E94031 0712512010 Orlando sentinel Published Daily ORANGE County, Florida STATE OF FLORIDA ORANGE County CITY OF OCOEE NOTICE OF PUBLIC HEARING 3 PRELIMINARY/FINAL MINAHY /FINAL SUBDIVISION PLAN CASE NUMBERsIS- 2013.003 NOTICE IS HEREBY GIVEN, Before the undersigned authority personally appeared Sheri pursuant to subsection 4- 4(G)(u(d) of the City of Ocoee Land Development Schmitz / Adeliris DelValle / Brian Hall / Charity Casas / o, , AT 7 P MEo DA soon OCTOBER 7, P Arnold, who on oath says that he/ she is all Advertising COMM SS wipe hold Oa CITY Representative of the ORLANDO SENTINEL, a DAILY CommisS on a Chambers, 150 ° North Lakeshore Drive, Ocoee, Florida, to er news a published in ORANGE Count Florida; that the consider the Arden Park North Phase newspaper P Y> 2 Preliminary /Final subdivision Plan on a parcel identified as parcel number attached copy of advertisement, being a Legal Notice in the 04 -22 -28 -0000. 00.001 (9421 Clarcono- Ocoee Road) located on the north side matter of October 7 g 7:15PM — Case Number LS -2013- of Clarcona -Ocoee Road and generally situated between Hobson Road and 003 in ORANGE County, Florida was published in said Ingram Road. The subject Phase 2 y 1 subdivision is approximately 85.45 acres in size and is projected to contain ne wspaper 117 the iSSUeS Of 09/25/1! 4 1. 205 single - family residential lots. The complete case file, Including a Complete legal description by metes Affiant further says that the said ORLANDO SENTINEL is a and bounds, Pldnn na D sp e d lo ot t newspaper published in said ORANGE County, Florida, and at 150 North Lakeshore Drive, Ocoee, Florida between the hours of 8:00 a.m. that the said newspaper has heretofore been continuously and 5 :0 0 l Monda through Friday, exce leg al holidays. The he OOc coee City Commission may continue the public published in said ORANGE County, Florida, each day and has deems hearing other d ny rote times, as it been entered as periodicals matter at the post office in shall be advised of me dates, times, and places of any continuation of these or continued public hearings shall be ORANGE County, Florida, for a period of one year next announced during the hearing and no further notices regarding these matters preceding the first publication of the attached copy of will be published. You are advised that any person who desires to appeal any advertisement; and affiant further says that he or she has decision made at the public hearings will need a record of the proceedings and for this purpose may need to neither paid nor promised any person, firm or corporation any ensure that a verbatim record of the proceedings is made which includes discount, rebate, commission or refund for the purpose of the testimony and evidence upon which the appeal is based. In accordance securing his advertisement for publication in the said with me Americans with Disabili g 1 Act, persons needing a special accommodation or an Interpreter to newspaper. participate In this proceeding should / contact the City Clerk's Office 48 hours in advance of the meeting at (407) 905 - i f 3105. </ Beth Eikenberry, City Clerk - - 052699037 090 014 Signature of Affiant Sworn to and subscribed before me on this 25 day of Septefirlier, 2014. =- �Signature DEEORP P T ONEY NGTARY PUBLIC . S1ATE OF FLORIDA A= MY CO W1SS!GN # FF 065219 EXPIRES No'ae 18, 2017 Name of T L� Personally Known (X ) or Produced Identification ( ) OS2699037