The URL can be used to link to this page

04-11-2006 Agenda PacketITEM NUMBER II. A. Minutes of the Planning and Zoning Commission Meeting held on March 22, 2006 MINUTES OF THE PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY MEETING HELD TUESDAY, MARCH 22, 2006 CALL TO ORDER Chairman Golden called the meeting to order at 7:02 p.m. Following a moment of silent meditation and the Pledge of Allegiance to the Flag, a quorum was declared present. PRESENT: Chairman Golden, Vice -Chairman McKey, Members Campbell, Conkling, Morris, Sills, and West. Also present were Planning Manager Armstrong, Senior Planner Fabre, and Deputy City Clerk Sibbitt. ABSENT: Member Rhodus (unexcused) CONSENT AGENDA Minutes of the Planning and Zoning Commission Regular Meeting held on Tuesday, February 14, 2006. Member Sills, seconded by Vice Chair McKey, moved to accept the Minutes of the Februajy 14, 2006 Meetinq with corrections on page 6, reDlacinq the word "windv" to "winding". Motion carried unanimously. OLD BUSINESS None NEW BUSINESS HUDSON FURNITURE EXPANSION—PRELIMINARY/FINAL SITE PLAN Antonio Fabre, Senior Planner, stated the Hudson Furniture Building Expansion is a Large -Scale Preliminary/Final Site Plan. The location of the site is on the northwest corner of Kelton Avenue and State Road 50. The Future Land Use designation for the site is Commercial and the property is zoned Community Commercial "C-2". The applicant is requesting to do over a 20,000 square foot building addition, two -stories high, on the existing site. The applicant will also expand a 25-foot existing pedestrian, sidewalk, and bike path easement to a 50- foot wide trail. Senior Planner Fabre presented a site plan and explained the expansion as laid out. He said that the applicant is proposing to do a two-story addition with a tower design up front. The applicant is proposing 47 parking spaces for the addition instead of the 181 spaces required by Code. Staff has agreed that the required number of parking spaces may not be required based on other similar past Planning and Zoning Commission Regular Meeting March 22, 2006 furniture store projects. However, the applicant will still need to provide a restrictive covenant, which would limit the permitted use to a retail furniture store. In the event the City determines that the number of parking spaces for the site is insufficient or if the site is no longer occupied as a retail furniture store, the City may require the Owner to construct, at the Owner's sole cost and expense, a parking structure that facilitates all of the required parking spaces per Code. Senior Planner Fabre said the area where the pedestrian path would be expanded was encouraged due to the future widening of State Road 50. Some specifics of the expansion are that the addition will be 20,524 square feet to the existing 15,615 square feet building, for a total two-story commercial building of 36,139 square feet. The waivers the applicant has agreed to consist of the following: • The applicant is proposing construction of 47 parking spaces instead of the 181 spaces. The Owner understands that this waiver will be revoked in the event (i) the City determines additional parking is required for the Property, or (ii) the Property is no longer occupied as a retail furniture store. A parking structure will be constructed in order to be consistent with the City's parking requirements. • Increasing the Maximum Building Height of 45 feet to 55 feet 6 inches, only if the parking structure is required; • Increasing the Maximum Building Coverage of 30% to 35.82%; • Increasing the Maximum Building Coverage of 30% to 61.58%, only if the Parking structure is required. Staff can support these waivers due in part to the offsetting public benefit of the pedestrian and bike path easement being dedicated to the City. DEVELOPMENT COMMITTEE REVIEW The DRC met on February 14, 2006, and reviewed the Preliminary/Final Site Plan. There were only a few minor technical issues to be addressed but they were discussed and resolved. DRC recommended approval of the Preliminary/Final Site Plan date stamped received February 24, 2006, subject to the Owner entering into a Development Agreement and a Restrictive Covenant. STAFF RECOMMENDATION Based upon the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Preliminary/Final Site Plan for Hudson Furniture date stamped received February 24, 2006, subject to the Owner entering into a Development Agreement and a Restrictive Covenant. Planning and Zoning Commission Regular Meeting March 22, 2006 DISCUSSION Vice Chair McKey said it was mentioned that the parking exceeds what they expect as far as the variation; however, what is the remedy to make the Owner build the parking structure once they have the addition. Senior Planner Fabre said if parking becomes an issue it will be forwarded to the Code Enforcement Board and the City can show them the legal document that was tied to the land. Vice Chair McKey inquired about the bicycle pathway and a possible bridge. He further inquired if the pathway would be under the bridge. Senior Planner Fabre said the pathway would not be going under the bridge, but would start along the right- of -way and continue around the lake. Chairman Golden inquired if there was a site specific or parking study done. Senior Planner Fabre said the parking was based on the projected needs and demands of the applicant as well as reviewing other projects that have been done in the City. He further stated Kanes Furniture has about the same ratio per square footage per parking spaces. Documents from the American Planning Association were also cross-referenced. Chairman Golden inquired if the 181 parking spaces was a requirement based on a general commercial building. Senior Planner Fabre said the 181 parking space requirement is for retail commercial. He further stated for the last year or so he has been keeping an eye on this project and he has never seen all the parking spaces taken up. The Public Hearing was opened. Chairman Golden said he knows there have been a lot of flooding problems with Lake Bennett over the years and was wondering if anything additional was done to anticipate the highest lake level it could reach. Mitch Collins, Engineer for Hudson Furniture, said they have the established flood level from the Plat and there are not many modifications they will be doing with the first floor of the existing building. He further said it is exceeding the amount of buffer that is above the 100-year flood elevation for a new building. Mr. Collins said most of the expansion is on the second floor. Chairman Golden said in the lighting plans it shows a lot of illumination on the top of the building and he inquired if that was the parking structure on top of the building towards the north. Mr. Collins said he does not believe the parking garage is incorporated into the site plan. He further said there are existing fixed parking lot poles in the section Mr. Golden is referring too. Chairman Golden said he feels the lights are very bright for that corner since he is aware of residential homes located on the north side. Senior Planner Fabre and Planning Manager Armstrong said the lighting for the building does meet code. Planning and Zoning Commission Regular Meeting March 22, 2006 Member Morris inquired if the total existing square footage of the addition would be 100% retail showroom or would there be some warehouse. Mr. Collins said Hudson Furniture does not have any large item storage in-house. Their large warehouse facility is located in Sanford. He further stated small accessory items are the only items sold from the store. Member Morris inquires as to how many employees would be taking up parking on a daily basis. James Graves, Hudson Furniture Representative, said in any given time about six employees would be working. Member Morris inquired if the board gave a variance for parking spaces would that also give them a variance for the required handicapped parking spaces. Senior Planner Fabre said handicap spaces are being supplied. He further stated ADA standards are that they must supply handicap spaces by how many parking spaces are existing. Member Morris said in Section 3.D. of the development agreement it states: "...and the Owner hereby agrees to construct, at Owner's sole cost and expense, the parking structure depicted..." so if the parking area is one or two spaces short will they be required to build the parking structure. Assistant City Attorney Storeysaid the City would have the discretion. Member West said he is not against the expansion of Hudson Furniture but the situation is if Mr. Hudson goes out of business, it would be a ghost building since it cost close to $10,000 per parking space. Assistant City Attorney Storey said that would be an issue the applicant/developer would have to worry about; however, the City does have the ability to amend the requirements and require less than the structure. The Public Hearing was closed. PLANNING AND ZONING COMMISSION QUESTIONS AND COMMENTS Assistant City Attorney Storey suggested to the Chairman that if a motion is made that any approval be subject in addition to the developers agreement, restrictive covenant, and the easement proposed. Member McKev, seconded by Member West moved to recommend approval to the City Commission of the Preliminary/Final Site Plan for Hudson Fumiture at Ocoee — Building Expansion date stamped received February 24 2006 subject to the Owner entenng into a Development Agreement a Restrictive Covenant and a Pedestrian Sidewalk/Bike Path Easement. Motion carried unanimous/ . 4 Planning and Zoning Commission Regular Meeting March 22, 2006 ADVISORY BOARD FUNDING Chairman Golden said the P&Z Board has been funded $1000 by the City Commission. Planning Manager Armstrong said the money could be used for board shirts or any local conferences related to their board that a member might like to attend. MISCELLANEOUS Chairman Golden said he has a resignation letter for Joel Keller who won the Commission seat for his district. PLANNING AND ZONING COMMISSION QUESTIONS AND COMMENTSCong rats go out to Mr. Keller. Vice Chair McKey inquired as to what was going on with Ocoee Commons as far as restaurants or other facilities. Planning Manager Armstrong said she is aware of Community Development Director Wagner having spoke with developers; however, they have not received any plans in their office as of yet. Planning Manager Armstrong said Community Development Director Wagner informed her to let the members know that at the next meeting there will be an election of the board officials. ADJOURNMENT The meeting adjourned at 7:38 p.m. Attest: Melanie Sibbitt, Deputy City Clerk APPROVED: James Golden, Chairman ITEM NUMBER IV. A Election of Officers ITEM NUMBER IV. B Ingram Trails Final Subdivision Plan Mayor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT DATE: April 6, 2006 Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 TO: The Planning and Zoning Commission FROM: Catherine Armstrong, Planning Manager THROUGH: Russ Wagner, AICP, Community Development Director f I/V SUBJECT: Ingram Trails - Final Subdivision Plan Project # LS-2004-019 ISSUE: Should the Planning and Zoning Commission recommend approval of the Final Subdivision Plan for Ingram Trails? BACKGROUND: The Ingram Trails property includes approximately 20.482 acres. The property is located on the southwest side of Ingram Road near the intersection of Ingram Road and Clarcona-Ocoee Road. The subject property contains a house, several agricultural buildings as part of a former horse farm operation, with a mixture of secondary growth trees at the north 1/3 of the property. The West Orange Trail runs along the south and west boundaries of the subject property. The Future Land Use designation for the subject property is "Low Density Residential' (up to 4 DU per acre) and the zoning designation is R-1AA "Single Family Dwelling". The surrounding land to the northeast, on the opposite side of Ingram Road, is an enclave in unincorporated Orange County zoned A-1 "Citrus Rural District', and the existing land use is a mixture of residential with minor agriculture activity. To the north and east is the vacant, tree covered Arden Park Ventures LLC property, zoned R-1AA (LUP pending for Arden Park residential PUD with approximately 950 single-family and townhouse units). To the south is the vacant, tree covered 99.93 acre Whispering Pines property, which is in the process of annexation with proposed Future Land Use designation of "Low Density Residential' and a proposed zoning of "Residential Planned Unit Development'. To the west is the Forest Lake Golf Course. On May 3, 2005, the City Commission reviewed and approved the Preliminary Subdivision Plan for Ingram Trails. The Final Subdivision Plan as presented is consistent with the original Preliminary Subdivision Plan as approved. Ingram Trails FSP April 11, 2006 Planning and Zoning Commission Meeting Page 2 DISCUSSION: The proposed subdivision will be developed in one phase and consist of 55 single-family residential lots with a typical lot size of 9,000 square feet and a minimum living area of 1,400 square feet. Sidewalks for the approximately 36 students and others will be provided along both sides of all internal streets. A 6-foot sidewalk will also be installed along the subdivision where it fronts on Ingram Road. This subdivision will not be gated. There will be a 6-foot brick wall with appropriate landscaping on both sides of the entrance with the wall extending northward along Ingram Road to the north boundary of the subdivision and southward along Ingram Road to the southeast tip of the property boundary near the Clarcona-Ocoee Road/Ingram Road intersection. Both retention ponds will be dry and not required to be fenced since they will be 5:1 slope, although the developer does plan to install a 6-foot high decorative aluminum fence with brick columns on the northeast and south side of the retention pond at the Clarcona-Ocoee Road / Ingram Road intersection. A park will be provided at the north end of the subdivision and will include a tot lot and a 250 square foot permanent outdoor meeting space in the form of a gazebo. Water and wastewater will be provided by Orange County while reclaimed water, solid waste and police and fire protection will be provided by the City. As shown in the Final Subdivision Plan, Ingram Trails Subdivision will have one access point from Ingram Road with a left turn lane into the subdivision. Ingram Road contains a 60-foot wide right-of-way from Clarcona-Ocoee Road northward to McCormick Road. Accordingly, the developer is not dedicating any additional land on the west side of Ingram Road for future widening. The developer will, however, construct the following improvement: Ingram Road shall be improved to a paved 24-foot wide curb and gutter roadway section as shown on the Final Subdivision Plan. Paving of Ingram Road from the northern tip of the property to the southern tip of the property was an issue in this project's Annexation Agreement. Furthermore, the road improvements on Ingram Road and Clarcona-Ocoee Road have been addressed on the FSP and the attached Development Agreement. This agreement identifies phasing for the Ingram Road improvement and Orange County's participation resulting from their Clarcona-Ocoee Road widening project. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The proposed Final Subdivision Plan of Ingram Trails was reviewed by the Development Review Committee (DRC) on March 28, 2006. There were a number of issues to be addressed from the City Attorney, the Engineering Department and from the Planning Division that were identified verbally and in the written staff comments. All of the issues were discussed and changes to the Plans were agreed upon. An outstanding comment was discussed from Foley and Lardner as follows: "The response letter indicates that easement documents are being obtained for the offsite 15' utility easement; the 15' drainage easement and the 11' trail access easement. These are to be submitted prior to the time of platting." When the discussion was finished, the DRC voted unanimously to recommend approval of the Final Subdivision Plan, subject to the developer making changes specified in the Staff's Comments before the Planning and Zoning Commission with the one condition regarding the City Attorney comments. The Staff's last remaining comments were addressed and shown on the plans date stamped "Received April 6, 2006." Ingram Trails FSP April 11, 2006 Planning and Zoning Commission Meeting Page 3 STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Final Subdivision Plan for Ingram Trails, as date stamped received by the City on April 6, 2006 subject to the following condition: "Easement documents are to be obtained for the offsite 15' utility easement, the 15' drainage easement, and the 11' trail access easement prior to the time of platting." Attachments: Location Map; FLU Map; Zoning Map; Ingram Road and Clarcona-Ocoee Road Escrow Agreement; Ingram Trails Final Subdivision Plan date stamped April 6, 2006. O:\Staff Reports\2006\SR06023_CAA_IngramTrailsFSP_P&Z.doc Ingram -Trails Location Map z . . . . . . CV Q 0 LAKE SIMS ! CLA"ONA OCOEE w w 0 U O z O U W CL m 2 tm L. c IM— N Al Y W g � v E o y U s� 8 0 a Q M U N LL c SUM _ o rnrnrn 0lao) Q rn3 L ' C C C C C N o O (6 = _ _ _ ❑ N to Q f0 ^ o N N _Q N O O N �' 3 U O E`—M z D a❑ N o o c rnQ 0 o m o o -a r o c� Q c ca ca co cv C L U a o 'c� ❑ `� uoi w yLL o c a a 0 " a� d� d� a� °� Q m f0 0 ❑ LL �F-00c-arnrnrnrna)-�0Ec n:cEO3vr--c�i N 7 C V N O •C C C C C 5 O 0 o O 0 N O O O O .- 7 C cn � m O) o co cn v) (n in O 2 2 a z U (D w 06 CD 0_5 2 2 d m 0 a N O a O m 0 c m y -14 J INGRAM ROAD AND CLARCONA-OCOEE ROAD ESCROW AGREEMENT THIS INGRAM ROAD AND CLARCONA-OCOEE ROAD ESCROW AGREEMENT (this "Agreement") is made and entered into by and among CENTEX HOMES, a Nevada general partnership ("Centex"), the CITY OF OCOEE, FLORIDA, a municipal corporation organized and existing under the laws of the State of Florida (the "City"), and ORANGE COUNTY, FLORIDA, a Charter County and political subdivision of the State of Florida (the "County"). RECITALS: A. Centex owns the real property (the "Centex Property") described on Exhibit "A" attached hereto and incorporated herein by this reference. B. The Centex Property is located on Ingram Road, a County owned and maintained road, northwest of the intersection (the "Intersection") of Ingram Road and Clarcona-Ocoee Road and within the corporate limits of the City. C. Centex proposes to develop a single family residential community (the "Centex Development") on the Centex Property. D. City desires to have the following improvements (collectively, the "Ingram Road Improvements", as more particularly shown on Exhibit "B" attached hereto) installed within certain portions of the Ingram Road right-of-way lying between Station 22+50 and the Intersection: (1) a sidewalk along the frontage of the Centex Development on the southwest side of Ingram Road and extending southeast to the West Orange Trail (the "Sidewalk"); (2) certain roadway improvements (the "Phase One Roadway Improvements") extending approximately one thousand feet (1,000') from Station 22+50 to the drainage inlet at approximately Station 32+50 (the "Phase One Road Segment"); and (3) certain additional roadway improvements (the "Phase Two Roadway Improvements") extending approximately eight hundred feet (800') from the drainage inlet at approximately Station 32+50 to the Intersection (the "Phase Two Road Segment"). E. The Phase One Roadway Improvements are composed of the installation of new road base material and asphalt paving within the. existing two lane portion of the Phase One Road Segment and installation of a new left turn lane (the "Phase One Left Turn Lane") within the portion of the Phase One Road Segment lying between the main entry to the Centex Development and the southeastern end of the Phase One Road Segment, together with related curbs and gutters, all satisfying applicable Florida Department of Transportation requirements. F. The Phase Two Roadway Improvements are composed of the installation of new road base material and asphalt paving within the existing two lane portion of the Phase Two Road Segment and installation of a new left turn lane (the "Phase Two Left Turn Lane") within the Phase Two Road Segment, together with related curbs and gutters, all satisfying applicable Florida Department of Transportation requirements. G. The Phase Two Roadway Improvements cannot be installed until County acquires additional drainage areas sufficient to accept the storm water runoff to be generated by the installation of the Phase Two Roadway Improvements. H. County is planning to realign the Intersection and to install roadway, drainage and other improvements (collectively, the "Intersection Improvements") within and adjacent to the Intersection. I. County's planned Intersection Improvements include acquisition of additional drainage areas sufficient to accept the additional storm water runoff to be generated by the installation of the Intersection Improvements and the Phase Two Roadway Improvements and the County is agreeable to installing the Phase Two Roadway Improvements incidental to the County's installation of the Intersection Improvements. J. Provided that Centex agrees to place in escrow with County the estimated hard costs of installing new road base material and asphalt paving within the existing two lane portion of the Phase Two Road Segment (a copy of the estimated hard costs are attached hereto as Exhibit "C" 1, County is agreeable to installing all of the Phase Two Roadway Improvements incidental to the installation of the Intersection Improvements to be installed by County and City will forego any requirement that Centex install any of the Phase Two Roadway Improvements in connection with the development of the Centex Development. K. The parties desire to enter into this Agreement for the purpose of setting forth their undertakings and agreements with regard to the Ingram Road Improvements. AGREEMENTS: NOW, THEREFORE, for and in consideration of the mutual advantages arising under this Agreement, the covenants of the parties herein contained and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged, the parties hereby covenant and agree as follows: 1. Recitals. The foregoing recitals are accurate and they are incorporated herein by this reference. 2. Sidewalk and Phase One Roadway Improvements. Centex agrees to install the Sidewalk and the Phase One Roadway Improvements incidental to the development of the Centex Development and at Centex's expense. The foregoing improvements shall be completed by Centex prior to the issuance by the City of a certificate of completion for the Centex Development. 3. Phase Two Roadway Improvements. County agrees to install the Phase Two Roadway Improvements incidental to the installation of the Intersection Improvements at County's expense (except for the agreed upon, maximum contribution to be paid by Centex toward a portion of those costs pursuant to this Agreement). 4. Escrow Fund. Prior to the recordation of the first subdivision plat by which any portion of the Centex Property is hereafter subdivided into single family building lots, Centex shall pay to Greenberg Traurig, P.A. (the "Escrow Agent") ONE HUNDRED EIGHTY ONE THOUSAND SEVEN HUNDRED SIXTY ONE AND 12/100 DOLLARS ($181,761.12) as Centex's agreed upon, maximum contribution (the "Escrow Fund") toward the hard costs to be incurred by County for the installation of the new road base material and asphalt paving within the existing two lane portion of the Phase Two Road Segment. The Escrow Fund shall be held in escrow and disbursed by Escrow Agent in accordance with this Agreement. Escrow Agreement Page 2 5. Escrow Provisions. The following provisions shall apply with regard to the holding and disbursement of the Escrow Fund by Escrow Agent: (a) Holding of the Escrow Fund. Pending disbursement, Escrow Agent is directed to deposit and hold the Escrow Fund in an interest -bearing money market account maintained by Escrow Agent with a state or federal chartered bank located in Orlando, Florida. Interest earned on the Escrow Fund shall accumulate and constitute a part of the Escrow Fund. Interest on the Escrow Fund shall accrue to the benefit of Centex, whose Taxpayer Identification Number is 75-2502012. (b) Disbursement of the Escrow Fund. Upon completion of the Phase Two Roadway Improvements and acceptance of such improvements by the governmental agency responsible for the future maintenance of the Phase Two Roadway Improvements, County shall obtain from the project engineer (the "Project Engineer") engaged by County for the Phase Two Roadway Improvements, and County shall deliver to City and Centex, the Project Engineer's written certification (the "Engineer's Certificate") to City, County and Centex that the Phase Two Roadway Improvements are complete and setting forth in detail the actual, out-of-pocket hard costs (the "Actual Cost") incurred by County to install the new road base material and asphalt paving within the existing two lane portion of the Phase Two Road Segment. Upon receipt of the Engineer's Certificate and, if applicable, the Maintenance Bond (as defined below), City, County and Centex shall issue joint written direction to Escrow Agent instructing Escrow Agent to disburse the Escrow Funds as follows: (i) Escrow Agent shall pay to County, from the Escrow Funds, the lesser of the following: (i) the Actual Cost, or (ii) the Escrow Funds held by Escrow Agent; and (ii) The remainder of the Escrow Fund, if any, shall be paid to Centex. City and County agree that delivery of the Escrow Fund into escrow by Centex when required by this Agreement shall fully satisfy any and all obligations of Centex with regard to the installation of and payment for the new road base material and asphalt paving within the existing two lane portion of the Phase Two Road Segment. In the event the Actual Cost exceeds the Escrow Fund, the shortage shall be borne and paid by County and neither Centex nor City shall be liable for any such shortage. (c) Protection of Escrow Agent. Escrow Agent is authorized and agrees by acceptance thereof to hold the Escrow Fund in escrow and to disburse the Escrow Fund in accordance with this Agreement. Escrow Agent is acting solely as a stakeholder at the request of City, County and Centex and for their convenience. Escrow Agent assumes no obligations or responsibilities hereunder other than as expressly set forth herein. The sole responsibility of Escrow Agent shall be to hold and disburse the Escrow Fund in accordance with this Agreement and to account to City, County and Centex for the Escrow Fund. Escrow Agent shall have no obligation or authority to determine the appropriateness of any joint direction for disbursement of the Escrow Fund. In the event of doubt as to its duties or liabilities under the provisions of this Agreement, Escrow Agent may, in Escrow Agent's sole discretion, continue to hold the Escrow Fund until City, County and Centex mutually agree to the disbursement thereof or until a judgment of a court of competent jurisdiction shall determine the rights of the parties thereto, or Escrow Agent may deposit the Escrow Fund with the Clerk of the Circuit Court of Orange County, Florida and upon notifying City, County and Centex of such action, all liability on the part of Escrow Agent shall terminate except to account for any money delivered out of escrow. In the event of any suit wherein Escrow Agent is made a parry by virtue of acting as such Escrow Agent under this Agreement, or in the event of any suit wherein Escrow Agent interpleads the subject matter of this escrow, Escrow Agent shall be entitled to recover a reasonably attorney's fee and costs incurred, Escrow Agreement Page 3 which shall be paid by the non -prevailing parry (other than Escrow Agent) in such suit. All parties agree that Escrow Agent shall not be liable to any party or person whomsoever for any act or omission on its part undertaken, unless such act or omission shall be grossly negligent or made in bad faith and willful disregard of this Agreement. Escrow Agent shall not be responsible for assuring the rate of interest to accrue on the Escrow Fund, for any fluctuation in the rate of interest accruing on the Escrow Fund, for any failure on the part of the depository bank, for the unavailability of deposit insurance on all or any portion of the Escrow Fund, for Escrow Agent's compliance with any legal process, order or judgment of any court, whether or not subsequently vacated or modified, or for any other matter beyond the direct and exclusive control of Escrow Agent. Centex shall be responsible for payment of Escrow Agent's fees and expenses for routine handling of escrow reconciliation and disbursement. Centex and, to the extent permitted by law, City and County, jointly and severally, agree to indemnify and hold Escrow Agent harmless from and against all loss, claims and expense including, without limitation, reasonable attorneys, paralegal and experts fees, incurred in connection with the performance of Escrow Agent's duties and the exercise of its rights hereunder and in connection with any litigation involving the Escrow Fund, except with respect to actions or omissions undertaken or suffered by Escrow Agent in bad faith and in willful disregard of this Agreement or involving Escrow Agent's gross negligence. Escrow Agent shall not be precluded from serving as legal counsel to a party to this Agreement in any dispute arising under this Agreement, including, without limitation, any dispute involving the Escrow Fund, by virtue of acting also as Escrow Agent. Escrow Agent shall be permitted to resign, in which event the parties shall promptly appoint a substitute escrow agent and direct Escrow Agent to transfer the documents and moneys held by Escrow Agent under this Agreement to the substitute escrow agent. This section may not be amended without the prior written consent of Escrow Agent. 6. Maintenance Bond. If the Phase Two Roadway Improvements are to be maintained by the City following completion of such improvements, then the Phase Two Roadway Improvements must be accepted by the City and the County must provide the City with a two-year maintenance bond (the "Maintenance Bond") in accordance with the requirements of the City. The cost of such Maintenance Bond shall be paid by the County from the Escrow Funds to the extent such funds are available therein. 7. Entire Agreement. This Agreement sets forth the entire agreement between City, County and Centex relating to the Ingram Road Improvements and it supersedes all prior and contemporaneous negotiations, understandings and agreements, written or oral, between the said parties relating to the Ingram Road Improvements. Notwithstanding the foregoing, this Agreement shall not be construed to preclude any requirements imposed by the City on Centex that may be specified on the approved Final Subdivision Plan for the Centex Development (the name of the Centex Development is currently "Ingram Trails"), but Centex shall, prior to approval of the Final Subdivision Plan by the City, have the right to withdraw or postpone consideration of its application for Final Subdivision Plan approval if the City proposes to impose any additional condition or requirement not previously agreed to by Centex. 8. Modification. This Agreement cannot be altered or amended except by written instrument executed by the parties hereto or their respective successors, assigns and successors in title. 9. Waiver. Any failure to enforce any provision contained in this Agreement shall in no way be deemed a waiver of the right to do so thereafter. 10. No Severability. The provisions of this Agreement shall not be severable. Escrow Agreement Page 4 11. Limitation of Remedies. The parties expressly agree that the consideration, in part, for each of them entering into this Agreement is the willingness of the other to limit the remedies for all actions arising out of or in connection with this Agreement. Each party expressly waives its respective right to sue for damages of any type for breach of or default under this Agreement by any other party. (a) Limitations on County's Remedies. Upon any failure by Centex or City to perform its obligations under this Agreement, County shall be limited strictly to only the following remedies against the defaulting party: (i) action for specific performance or injunction; or (ii) action for declaratory judgment regarding the rights and obligations of County; or (iii) in the case of a default by Centex only, the withholding of development permits and other approvals or permits in connection with the Centex Development; or (iv) any combination of the foregoing. (b) Limitations on City's Remedies. Upon any failure by Centex or County to perform its obligations under this Agreement, City shall be limited strictly to only the following remedies against Centex or County: (i) action for specific performance or injunction; or (ii) action for declaratory judgment regarding the rights and obligations of City; or (iii) in the case of a default by Centex only, the withholding of development permits and other approvals or permits in connection with the Centex Development; or (iv) any combination of the foregoing. (c) Limitations on Centex's Remedies. Upon any failure by City or County to perform its obligations under this Agreement, Centex shall be limited strictly to only the following remedies against City or County: (i) action for specific performance or injunction; or (ii) action for declaratory judgment regarding the rights and obligations of Centex; or (iii) any combination of the foregoing. Escrow Agreement Page 5 12. Governing Law and Venue. This Agreement shall be construed, governed, interpreted and enforced in accordance with the laws of the State of Florida (excluding its conflict of law rules). Venue for any dispute arising out of or relating to this Agreement shall lie in Orange County, Florida. 13. Disputes. Each of the City, the County and Centex shall be responsible for its own attorney, paralegal and expert fees and disbursements in connection with this Agreement and any disputes arising out of or related to this Agreement. Notwithstanding the foregoing, in connection with any litigation between Centex and the City arising out of or related to the interpretation, enforcement or claimed breach of this Agreement by Centex or the City, whichever of Centex and the City is the prevailing party shall be entitled to recover from whichever of Centex and the City is not the prevailing party the said prevailing party's reasonable costs and attorney, paralegal and expert fees whether incurred before, after or during trial, and in all appellate, bankruptcy and insolvency proceedings, and without regard to whether or not such action is prosecuted to judgment. 14. Notices. All notices or other communications under or in connection with this Agreement shall be in writing and shall be hand delivered, sent by Federal Express or similar commercial overnight courier service, or sent by certified mail, return receipt requested, with all postage charges prepaid, and same shall be addressed to the following address for each party or to such other address as any such party may designate by written notice given pursuant to this paragraph: To Centex: Centex Homes 2301 Lucien Way, Suite 400 Maitland, Florida 32751 Attn: Mr. Patrick J. Knight, Division President Phone No.: 407-661-2150 Fax No.: 407-389-0653 with copies to: Centex Homes 1064 Greenwood Boulevard, Suite 124 Lake Mary, Florida 32746 Attn: Karen Ward Procell, Esq., Regional General Counsel Phone No.: 407-585-7509 Fax No.: 407-585-7502 Greenberg Traurig, P.A. 450 South Orange Avenue, Sixth Floor Orlando, Florida 32801 Attention: Peter J. Fides, II Phone No.: 407-420-1000 Fax No.: 407-420-5909 To County: Orange County 201 S. Rosalind Ave. Orlando, FL 32801 Attention: County Administrator Phone No.: 407-836-7370 Fax No.: 407-836-8076 Escrow Agreement Page 6 With a copy to: Orange County Transportation Planning Division 4200 South John Young Parkway Orlando, Florida 32839-9205 Attention: Manager Phone No.: 407-836-8076 Fax No.: 407-836-8079 To City: City of Ocoee 150 North Lakeshore Drive Ocoee, Florida 34761-2258 Attention: City Manager Phone No.: (407) 905-3100 Fax No.: (407) 656-6885 With a copy to: Foley & Lardner LLP 111 North Orange Avenue, Suite 1800 Orlando, Florida 32801 Attention: Paul E. Rosenthal, Esq. Phone No.: (407) 423-7656 Fax No.: (407) 648-1743 To Escrow Agent: Greenberg Traurig, P.A. 450 South Orange Avenue, Sixth Floor Orlando, Florida 32801 Attention: Peter J. Fides, II Phone No.: 407-420-1000 Fax No.: 407-420-5909 15. Counterparts, When Effective. This Agreement may be executed in any number of counterparts, each of which shall be deemed an original, but all of which together shall constitute one and the same document. It shall not be necessary to the binding effect of this Agreement that the signatures of all parties appear on any one counterpart of this Agreement and this Agreement shall bind all parties as long as all parties have executed and delivered at least one counterpart of this Agreement. This Agreement shall take effect and bind the City, the County and Centex only at such time as this Agreement has been executed and delivered by the City, the County and Centex and the City has approved the Final Subdivision Plan for the Centex Development. 16. Interpretation. The City, the County and Centex have had an equal role in the drafting of this Agreement. The provisions of this Agreement shall not be construed more adversely against one party because of any greater role in drafting. Captions and section headings contained in this Agreement are for convenience and reference only. They do not define, describe, extend or limit the scope or content of this Agreement or the intent of any provision hereof. Whenever used, the singular shall include the plural, the plural shall include the singular, and the use of any gender shall include all genders. 17. Time. Time and timely performance are of the essence under this Agreement. Escrow Agreement Page 7 18. No Recordation. Neither this Agreement nor any memorandum hereof may be recorded by any party in any public records. [The remainder of this page is blank. Continued on next page.] Escrow Agreement Page 8 IN WITNESS WHEREOF, Centex, the City and the County have executed this Agreement as of the date first above appearing. WITNESSES: "CENTEX" CENTEX HOMES, a Nevada general partnership By: CENTEX REAL ESTATE CORPORATION, a Nevada corporation By: Witness Si e Name: Patrick J. Knight Printed in ,/z 4� U, ,,_,, Title: Division President Date Signed: A2 , 2006 Witness Signature , Printed Name: •ll �brc� [Additional Signature Pages Follow] Escrow Agreement Page 9 FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, FLORIDA; APPROVED AS TO FORM AND LEGALITY this day of , 2006. FOLEY & LARDNER LLP 10 City Attorney CITY: CITY OF OCOEE, FLORIDA S. Scott Vandergrift, Mayor Date: ATTEST: Beth Eikenberry, City Clerk (SEAL) APPROVED BY THE OCOEE CITY COMMISSION AT A MEETING HELD ON , 2006 UNDER AGENDA ITEM NO. [Additional Signature Page Follows] Escrow Agreement Page 10 "COUNTY" ORANGE COUNTY, FLORIDA By: Board of County Commissioners I0 Name: Richard T. Crotty Title: Orange County Mayor Date Signed: 12006 ATTEST: Martha O. Haynie, County Comptroller As Clerk of the Board of County Commissioners Name: Title: Deputy Clerk Escrow Agreement Page I EXHIBIT "A" Legal Description of the Centex Property ALL THAT PART OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, LYING SOUTHWEST OF THE SOUTHWEST RIGHT OF WAY LINE OF INGRAM ROAD. SUBJECT TO THE RIGHT OF WAY OF CLARCONA-OCOEE ROAD. LESS AND EXCEPT: A PARCEL OF LAND LYING IN THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST; THENCE RUN N 86"57'17" W ALONG THE SOUTH LINE OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER, A DISTANCE OF 693.25 FEET TO THE FORMER NORTHERLY RIGHT- OF-WAY LINE OF THE ABANDONED CSX TRANSPORTATION RAILROAD CORRIDOR (AS DEPICTED ON RIGHT-OF-WAY AND TRACK MAP SECTION V.12 FLA, SHEET 5); THENCE RUN N 73°31'29" E ALONG THE SAID NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 703.26 FEET TO THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF INGRAM ROAD (60 FOOT RIGHT- OF-WAY); THENCE RUN S 46°24'38" E ALONG SAID SOUTHWESTERLY RIGHT-OF-WAY LINE 37.60 FEET TO THE EAST LINE OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER; THENCE S 02°32'39" W ALONG SAID EAST LINE, A DISTANCE OF 210.56 FEET TO THE POINT OF BEGINNING. SUBJECT TO THE RIGHT-OF-WAY OF CLARCONA-OCOEE ROAD. LESS AND EXCEPT A PARCEL OF LAND LOCATED IN THE NE 1/4 OF THE NE 1/4 OF SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SAID SECTION 5; THENCE S 0293'12" E ALONG THE EAST LINE OF SAID SECTION 5, A DISTANCE OF 1366.74 FEET; THENCE N 8605733" W ALONG THE SOUTH LINE OF THE NE 1/4 OF THE NE 1/4 OF SAID SECTION 5, A DISTANCE OF 1319.0 FEET TO THE INTERSECTION OF SAID SOUTH LINE WITH THE WEST LINE OF THE NE 1/4 OF THE NE 1/4 OF SAID SECTION 5, SAID INTERSECTION BEING THE POINT OF BEGINNING; THENCE N 02'01'34" E ALONG SAID WEST LINE, A DISTANCE OF 445.00 FEET; THENCE S 87°58'26" E, A DISTANCE OF 50.0 FEET; THENCE S 02'01'34" W, A DISTANCE OF 358.4 FEET, THENCE S 42027'59" E, A DISTANCE OF 53.5 FEET; THENCE S 86°57'33" E, A DISTANCE OF 680.1 FEET; THENCE S 73°31'29" W, A DISTANCE OF 149.7 FEET TO A POINT ON THE SAID SOUTH LINE; THENCE N 86°57'33" W ALONG SAID SOUTH LINE, A DISTANCE OF 625.6 FEET TO THE POINT OF BEGINNING. LESS AND EXCEPT A PORTION OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, LYING SOUTHWEST OF THE SOUTHWEST RIGHT-OF-WAY LINE OF INGRAM ROAD AND WEST OF WEST RIGHT-OF-WAY LINE OF CLARCONA-OCOEE ROAD, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF THE NORTHEAST 1/4 OF SAID SECTION 5; THENCE RUN SOUTH 02035'53" WEST, A DISTANCE OF 1152.28 FEET; THENCE RUN NORTH 46°23'58" WEST, A DISTANCE OF 53.81 FEET TO THE POINT OF BEGINNING; THENCE RUN SOUTH 73031'29" WEST, A DISTANCE OF 88.16 FEET TO THE POINT ON A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 1701.20 FEET, A CENTRAL ANGLE OF 01 ° 19,56", AN ARC LENGTH OF 39.56 FEET, AND A CHORD BEARING OF NORTH 59°01'21" EAST TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 466.00 FEET, A CENTRAL ANGLE OF 17001'17", AND ARC LENGTH OF 138.43 FEET, AND A CHORD BEARING OF NORTH 32035'57" WEST; THENCE RUN NORTH 48053'24" EAST, A DISTANCE OF 5.41 FEET; THENCE RUN SOUTH 46°23'58" EAST, A DISTANCE OF 166.91 FEET TO THE POINT OF BEGINNING. Escrow Agreement Page 2 6 9 E § ErcixEEx ix a,wcE: —T a Bwisrr •ex - s CEN T�E�X x�HP=F FOR EjZ Q n�x au�� wm INGRAM TRAILSFz v Cx)DWH1C N. YOgtHExO P.E. F�)Bi p�h x an or ocux Rano. U W N 3 AGREEMENT OF ESCROW AGENT The undersigned agrees to act as Escrow Agent under and pursuant to the terms of the foregoing Ingram Road and Clarcona-Ocoee Road Escrow Agreement among Centex Homes, the City of Ocoee, Florida and Orange County, Florida dated , 2006 and the undersigned agrees. to hold and disburse the Escrow Fund subject to and in accordance with the provisions of the said Ingram Road and Clarcona-Ocoee Road Escrow Agreement. Executed by Escrow Agent on the date set forth below. Escrow Agent: GF Signed on: Amzy , 2006 orl-fs 1\424251 v 12\3/2/06 FINAL SUBDIVISION I wil 11 n L 9 SECTION 05 TOWNSHIP 212 SOUTH RANGE 28 EASIT OCOEE, FLORIDA COV COVER SHEET SY-1 SYMBOLS AND ABBREVIA I iONS NT-1 GENERAL NOTES NT-2 CONDITIONS OF APPROVAL 1-1 BOUNDARY AND TOPO SURVEY DEMO DEMOLITION PLAN OV-1 OVERALL SUBDIVISION PLAN ST-1 SITE PLAN SS-1 SIGNAGE AND STRIPING PLAN UT-1 UTILITY PLAN DR-1 DRAINAGE PLAN SWPPP STORMWATER POLLUTION PREVENTION. PLAN GR-1 GRADING PLAN v= PP-1 — PP-3 PLAN & PROFILES OS-1 — OS-4 OFFSITE IMPROVEMENTS DT-1 — DT-3 CONSTRUCTION DETAILS CD-1 — CD-3 COUNTY DETAILS CTY-1 — CTY-2 CITY OF OCOEE DETAILS LS-1 — LS— 2 LIFT STATION DETAILS KEY-1 KEY MAP H-1 HARDSCAPE DETAIL PLAN L-1 — L-3 LANDSCAPE PLANS L-4 LANDSCAPE DETAILS IR-1 — IR-3 IRRIGATION PLANS LI-1 OVERALL LIGHTING PLAN LI-2 LIGHTING NOTES TR-1 TREE REMOVAL AND TREE PRESERVATION PLAN S-1 STRUCTURAL DETAILS RW-1 CONSTRUCTION NOTES RW-2 ELEVATION OF RETAINING WALL #1 RW-3 TYPICAL CONSTRUCTION AND INSTALLATION DETAILS C NT X HOM S 385 DOUGLAS AVE, SUITE 200 ALTAMONTE SP RINGS • • • CIVIL NGIN RS 431 E. HORATIO AVENUE, SUITE 260 MAITLAND, FLORIDA 32751 PHONE (407) 629-8330 FAX (407) 629-8336 -10 - OWNER/APPLICANT CENTEX HOMES 385 DOUGLAS AVE., STE. 2000 ALTAMONTE SPRINGS, FL 32714 407-838-1489 CIVIL ENGINEER MADDEN ENGINEERING, INC. 431 E. HORATIO AVE., SUITE 260 MAITLAND, FL 32751 407-629-8330 GEO—TECH YOVAISH ENGINEERING SCIENCES, INC. 953 SUNSHINE LANE ALTAMONTE SPRINGS, FL 32714 407-774-9383 SURVEYOR ALLEN & COMPANY, INC. 16 E. PLANT STREET WINTER GARDEN, FL 34787 407-654-5355 Co Lo Lc) L0 co _ co N d' •- NNE 40 \\\ 0 d'•-O 1-Op00(Dtn p0� T_ ppwww \ W Ld 0 z D z W W p U U U Q U 0 0 0 0 DOO 0 0 0 U O U 000 Q z 0 0V) V U U Q U 0 U U UTILITY PROVIDERS: POTABLE WATER & SEWER ORANGE COUNTY UTILITIES 109 E. CHURCH STREET, STE. 300 ORLANDO, FL 32801 (407) 836-7000 ELECTRIC PROGRESS ENERGY 452 E. CROWN POINT ROAD WINTER GARDEN, FL 34787 407-905-3303 CABLE BRIGHT HOUSE NETWORKS 844 MCGUIRE ROAD OCOEE, FL 34761 407-532-8511 TELEPHONE SPRINT P.O. BOX 770339 WINTER GARDEN, FL 34777 407- 814- 5310 GAS LAKE APOPKA NATURAL GAS P.O. BOX 771275 WINTER GARDEN, FL 34777 407-656-2734 REUSE/RECLAIMED WATER CITY OF OCOEE 150 N. LAKESHORE DR OCOEE, FL 34761 &NIZIf AmAva SCALE r -vw K) N r r 0 �0 o m W wo a z I `I i ABBREVIATIONS EXISTING S, Y'MB PROPOSED SYMBOLS kl A F P ]LINES LINES STORE DRAIN A AREA F&C FRAME AND COVER PC POINT OF CURVATURE � I AB ANCHOR BOLT FD FLOOR DRAIN PCC POINT OF COMPOUND CURVATURE ABD ABANDON(ED) FDN FOUNDATION PEP POLYETHYLENE PIPE iJ/-� / L 100 LF STS 24 HDPE ©0,20% 100 LINEAR FEET STORM PIPE AC ACRE(S) FDOT FLORIDA DEPARTMENT PFGP PROFILE GRADE POINT ------- ------ -- --- CENTER LINE - _ - BUILDING LINE ° �� AC -FT ACRE FOOT/FEET OF TRANSPORTATION PI POINT OF INTERSECTION ` BOUNDARY 24 HIGH DENSITY ACP ASBESTOS CEMENT PIPE FF FINISHED FLOOR PA PROPERTY LINE POLYETHELENE PIPE ® 0.20% ADDL ADDITIONAL FG FINISHED GRADE POB POINT OF BEGINNING _I_1 ADT AVERAGE DAILY TRAFFIC FH FIRE HYDRANT POJ PUSH ON JOINT — WIRE FENCE -'--- , CONTOURS U D 8 PVC AL ALUMINUM F&I FURNISH AND INSTALL PP POWER POLE ----� CONSERVATION — UNDERDRAIN 8" PVC PIPE ALT ALTERNATE FIG FIGURE PR PHONE RISER ! SETBACK AM BEFORE NOON FIN FINISHED PRC POINT OF REVERSE CURVATURE --------.-..-. x - ---- r, — CHAIN LINK FENCE 1 RAILROAD TRACKS AMP AMPERE(S) FIT FITTING PRESS PRESSURE G__.. I� DRAINAGE FLOW DIRECTION APPROX APPROXIMATE FL FENCE LINE PROJ PROJECT - - CENTER LINE ARV AIR RELEASE VALVE FLR FLOOR PROP PROPOSED ARW AIR RELEASE VACUUM VALVE FLEX FLEXIBLE PRVC POINT OF REVERSE VERTICAL CURVE WOOD FENCE - -- GAS -- GAS MAIN ASPH ASPHALT FLG FLANGE PSF POUNDS PER SQUARE FOOT a o 0— FDOT INLET TYPE 1 CHAIN LINK FENCE ASSY ASSEMBLY FM FORCE MAIN PSI POUNDS PER SQUARE INCH AVE AVENUE FND FOUND PT POINT OF TANGENCY AVG AVERAGE FPH FEET PER HOUR PVC FaOLYVINYL CHLORIDE GUARDRAIL -- - --- UE - UNDERGROUND ------- 8� FDOT INLET TYPE 2 AZ AZIMUTH FPM FEET PER MINUTE PVMT PAVEMENT ELECTRIC CONTOUR B FPS FEET PER SECOND PWR POWER 80 FT FEET/FOOT (� EXISTING PLATS - UGT UNDERGROUND Q FDOT INLET TYPE 3 BFP BACKFLOW PREVENTER FTG FOOTING BL BASELINE Q FLOW RATE TELEPHONE EASEMENT BLDG BUILDING BLVD BOULEVARD GA GAUGE 1777-= RETAINING WALL BM BENCH MARK GAL GALLON R RADIUS - - -- _-- ----- -- OVERHEAD x x x — FENCE FDOT INLET TYPE 4 BND BOUNDARY GALV GALVANIZED RCP REINFORCED CONCRETE PIPE ELECTRIC BO BLOWOFF GM GAS MAIN RCPA REINFORCED CONCRETE PIPE ARCH R/W BOC BACK OF CURB GPD GALLONS PER DAY RD ROAD - - RIGHT-OF-WAY LINE GUARDRAIL ® FDOT INLET TYPE 5 BOT BOTTOM GPH GALLONS PER HOUR RDY ROADWAY ; -- � OVERHEAD 4 BRG BEARING GPM GALLONS PER MINUTE RED REDUCER TELEPHONE BS BOTTOM OF SLOPE GPS GALLONS PER SECOND REF REFERENCE BV BUTTERFLY VALVE GR GUARD RAIL REINF PEINFORCE(D) - J�`'= SHORELINE GRID GROUND/GRADE REQD REQUIRED -- - - -"---- UNDERGROUND --� - � C; �V -- FDOT INLET TYPE 6 C GSP GALVANIZED STEEL PIPE REV REVISE/REVISION CABLE TELEVISION LOT LINE GV GATE VALVE RPM REVOLUTIONS PER MINUTE -------...__._ CAP CAPACITY GV&B GATE VALVE AND BOX RR RAILROAD SWALE - -- --- -- - EASEMENT P/L CB CATCH BASIN GW GUY WIRE RT RIGHT MANHOLE PROPERTY LINE CC CENTER TO CENTER GWT GROUND WATER TABLE RV RELIEF VALVE CEM CEMENT R/W RIGHT-OF-WAY CF CUBIC FEET H RWM REUSE WATER MAIN SANITARY RETAINING WALL MITERED END SECTION cFM CUBIC FEET PER MINUTE HB HOSE BIBB s CFS CUBIC FEET PER SECOND HDPE HIGH DENSITY POLYETHYLENE C&G CURB AND GUTTER HDW HARDWARE S SOUTH R/W �- SLOPE DIRECTION ARROW cl CAST IRON HOA HOME OWNERS ASSOCIATION SAN SANITARY SEWER SANITARY SEWER LINE FORCE MAIN - - - - RIGHT-OF-WAY LINE FOR POND SIDE SLOPE CIP CAST IRON PIPE HORIZ HORIZONTAL SB SPLASH BLOCK CJ CONSTRUCTION JOINT HP HORSEPOWER SCH SCHEDULE CENTER LINE HR HOUR C/ L SD SIDE DRAIN CLEANOUT c� MANHOLE a000.00 SPOT ELEVATION ~;� SETBACK LINE CLP CONCRETE LIGHT POLE HT HEIGHT SDN SHELF DRAIN • • • • • • • • • • • • • CLR CLEAR/CLEARANCE HW HEADWALL SE SOUTHEAST CLS CLASS HWL HIGH WATER LEVEL SEC SECONDS CM CONCRETE MONUMENT HWY HIGHWAY SECT SECTION STORM INLET •WATER & REUSE A.T E R CMP CORRUGATED METAL PIPE HYD HYDRAULIC SH SHEET SHORELINE CMPA CORRUGATED METAL PIPE ARCH I SHGWT SEASONAL HIGH GROUND WATER TABLE CND CONDUIT SIM SIMILAR CO. COUNTY 1-4 INTERSTATE HIGHWAY SA SETBACK LINE W\/ CO CLEANOUT IA INTERSECTION ANGLE SL SLOPE WATER MAIN 6" PVC PIPE `,' WATER VALVE SWALE COL COLUMN ID INSIDE DIAMETER SM SHEET METAL — 6"VAN COMP COMPLETE IF INSIDE FACE SPEC SPECIFICATIONS) �� HIGHWAY & UTILITIES CONC CONCRETE IN INCHES SQ SQUARE .� �� TREE LINE CONN CONNECTION INL INLET SO IN SQUARE INCH(ES) RM REUSE WATER MAIN FIRE HYDRANT CONST CONSTRUCT(ION) INS INSERT SO FT SQUARE SO YD SQUARE YARD(S) ET F { CONT CONTINUOUS INST INSTALL COORD COORDINATE(S) IP IRON PIPE SR STATE ROAD d' COR CORNER IR IRON Roo FLOW PREVENTOR WATER METER 0SS STAINLESS STEEL �� BACK CPLG COUPLING INT INTERSECT/INTERSECTION ST STREET SANITARY BOUND CORNER CPP CONCRETE POWER POLE INV INVERT STA STATION CS CONTROL STRUCTURE STD STANDARD STORM DRAIN CTG COATING sTL STEEL CONCRETE CTR CENTER JB JUNCTION BOX STR STRUCTURE 100 LF SAN 8 PVC 0.40% CTV CABLE TELEVISION JCT JUNCTION STS STORM SEWER SA LINEAR FEET CULV CULVERT JST JOIST SUP SUPPORT SANITARY 8" PVC 520 COUNTY ROADS cY CUBIC YARD JT JOINT SUSP SUSPEND/SUSPENSION . STORM SEWER FDOT TYPE 1 INLET PIPE ®0.40% SLOPE CYL CYLINDER � SVC SERVICE - D SW SOUTHWEST CLEANOUT 901 L LENGTH SWK SIDEWALK DBL DOUBLE LAT LATITUDE SYM SYMBOL(S) 24 DETAIL REFERENCE DEG OR ' DEGREE LATL LATERAL SYMM SYMMETRICAL ,-�---' .� FDOT TYPE 2 INLET DEG DEFLECT(ION) LB POUND SYS SYSTEM (D) MANHOLE DOUBLE SANITARY DEPT DEPARTMENT LF LINEAR FEET/FOOT T SERVICE DUMPSTER PAD DET DETAIL LC LONG T TANGENT 0 MITERED END FDOT TYPE 3 INLET FINISHED FLOOR ELEVATION DHWL DESIGN HIGH WATER LEVEL LIM LIMITFM 4 PVC S) DI DUCTILE IRON LP LIGHT POLE TB TURFBLOCK FORCE MAIN FF=98•�6 DIA DIAMETER LONG LONG T&B TOP AND BOTTOM �, 4" PVC PIPE TYPE A W/ FHA LOT TYPE DIAG DIAGONAL LT LEFT TBM TEMPORARY BENCH MARK ❑ STORM INLET FDOT TYPE 4 INLET DIM DIMENSION LWL LOW WATER LEVEL TC 4GUY POLE ME OF CONCENTRATION DIP DUCTILE IRON PIPE TO RENCH DRAIN MANHOLE DISCH DISCHARGE M TDH TOTAL DYNAMIC HEAD FDOT TYPE 5 INLET DIST DISTANCE MAINT MAINTENANCE TECH TECHNICIAN/TECHNICAL �-� FDOT TYPE 6 INLET C- DMH DROP MANHOLE MAIL MATERIAL TEMP TEMPORARY DN DOWN MAX MAXIMUM TL TERMINAL LAMPHOLE WATER QREUSE WATER HANDICAP PARKING DRN DRAIN MECH MECHANICAL TOB TOP OF BANK HIGHWAY & UTILITIES DRAWING ME MITERED END TOC TOP OF CURB DWY DRIVEWAY MFR MANUFACTURER TOS TOE OF SLOPE WM 6 DIP MGD MILLION GALLONS PER DAY TOT TOTAL WATER MAIN 6" E MH MANHOLE TS TOP OF SLOPE 95 INTERSTATE ROADS E EAST MHC MANHOLE COVER TWP TOWNSHIP i'tx, DIP PIPE EA EACH MHWL MEAN HIGH WATER LEVEL TYP TYPICAL f BENCHMARK GUY POLE BRICK PAVERS {--I 11 1 /2' BEND LIGHT POLE EC EDGE OF CONCRETE MIN MINIMUM I I ..: ED ENERGY DISSIPATOR MISC MISCELLANEOUSy p. ' h �) 22 1 /2' BEND EF EACH FACE MJ MECHANICAL JOINT UD UNDERDRAIN I-1 RECOVERED 4x4 CM�� WOOD UTILITY POLE DIRT ROAD EFF EFFLUENT MLP METAL LIGHT POLE UG UNDERGROUND 45' BEND �- ZT- SIGNS EG EXISTING GRADE MLWL MEAN LOW WATER LEVEL UON UNLESS OTHERWISE NOTED I �, E/L EASEMENT LINE MON MONUMENT UTC UNDERGROUND TELEPHONE CABLE CONCRETE UTILITY POLE 8 MAPLE TREE 16 15 ELB ELBOW MPH MILES PER HOUR \ / SET 4x4 CM 90' BEND ELEV ELEVATION MTG MOUNTING VB VALVE BOX { ELECTRIC MANHOLE 8" OAK TREE 21 22 SECTION CORNER ELEC ELECTRIC MSL MEAN SEA LEVEL V ELLIP ELLIPSE/ELLIPTICAL VC VERTICAL CURVE' SET IRON ROD TEE ENC ENCASEMENT VCP VITRIFIED CLAY PIPE STATE ROADS ENG ENGINEERING) NAWTH NORTH VERT VERTICAL ,� EOP EDGE OF PAVEMENT N NORTH VPC VERTICAL POINT OF CURVE TELEPHONE MANHOLE ;,y;• 8 PINE TREE { CROSS EQ EQUAL/EQUATION NA NOT APPLICABLE VPI VERTICAL POINT OF INTERSECTION RECOVERED IRON ROD EQUIP EQUIPMENT N&C NAIL AND CAP VPT VERTICAL POINT OF TANGENCY ITS TELEPHONE RISER 8" PALM TREE CHECK VALVE SILT FENCE EQUIV EQUIVALENT NE NORTHEAST W ESMT EASEMENT NG NATURAL GROUND EST ESTIMATE NIC NOT IN CONTRACT W WEST CONCRETE EACH WAY NO OR # NUMBER W/ WITH 0 ELECTRIC BOX /� DOUBLE DETECTORIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIN. TRAFFIC FLOW Ew ENOM NOMINAL WM WATER MAIN TRANSFORMER 1�.e f 8 MISC. TREE CHECK VALVE PAVEMENT MARKING EWL EACH EXC EXCAVATE/EXCAVATION NTS NOT TO SCALE W/o WITHOUT 520 DOUBLE WATER / EXIST EXISTING NW NORTHWEST wP WATER WEATHER PROOF COUNTY ROADS GOP))WELL SERVICE UTILITY POLE EXP EXPAND/EXPANSION NWL NORMAL WATER LEVEL WPP WOOD POWER POLE EXT EXTEND/EXTENSION WS WATER SURFACE 0 WSWT WET SEASON WATER TABLE INTERSTATE ROADS GATE VALVE oc ON CENTER WT WEIGHT 95 ��) MONITORING WELL OD OUTSIDE DIAMETER WV WATER VALVE ® BLDG OR STRUCTURE OE OR EQUAL WWF WELDED WIRE FABRIC FIRE HYDRANT OPNG OPENING WWM WELDED WIRE MESH 50 STATE ROADS DUMPSTER OPP OPPOSITE 1/ O METER TYPE F CURB & GUTTER ORCP OVAL REINFORCED CONCRETE PIPE OS OUTFALL STRUCTURE YD YARD RIR RR CROSSING SIGN OVFL OVERFLOW YR YEAR r , WOOD AND/OR METAL OVHD OVERHEAD MISC h, LIGHT POLED REDUCER MIAMI CURB & AND° - - RR CROSSING GATE BLOWOFF ® AT ' CONCRETE LIGHT POLE A DELTA �=`�" ., w TRAFFIC SIGNAL POLE GINNO BACKFLOW 901 CROSS SECTION DETAIL YARD LIGHT SP PREVENTER 24 SATELLITE DISH SAMPLE POINT - -z MISCELLANEOUS SIGN 0 UNDERDRAIN CEANOUT 16 15'� GUY WIRE _RWM_ 6 PVC _ RECLAIMED WATER MAIN 21 22 SECTION CORNER 6" PVC PIPE ->° L HANDICAP PARKING �' EDGE PAVEMENT REUSE WATER SYSTEM W/OQ-9.SC SPOT ELEVATION CONNECTION CURB ,,rrA EDGE OF PAVEMENT DOUBLE REUSE W/CURB WATER SERVICE CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 V1 w '- o o 04 N N M rn IGo w > 1 ao a _z F xcn(n w -i w o L 00 v o � ZQ z W M J Ld _I C) -4 M OD N n �O o o 1 Lq w 0- o z z W O Q o P O r rV N _ 0 O U 2: a z S lY Y O W (_.) w w > Q z 3 v Q W = U U z O W cr JOB, # 24110 DATE: 03/14/05 SCALE: N. T. S. DESIGNED BY: CHM DRAWN BY: I AN APPROVED BY: CHM sy-1 SHEET 2 OF 46 SANITARY SEWER: 1. ROOF DRAINS, FOUNDATION DRAINS OR OTHER STORM WATER CONNECTIONS THE SANITARY SEWER ARE PROHIBITED. 2. ALL SANITARY SEWER PIPE SHALL BE PVC SEWER PIPE CONFORMING TO ASTM D-3034, SDR 35. FORCE MAINS SHALL BE PVC C900 DR25 PRESSURE CLASS 100. WITH INTEGRAL BELL AND SPIGOT WITH GASKETS PER ASTM D1869 AND ASTM B477. 3. ALL MANHOLES SHALL BE 4 FT. INSIDE DIAMETER UNLESS OTHERWISE NOTED. 1Q4 ALL SANITARY SERVICE LATERALS SHALL BE 6 INCH DIAMETER UNLESS OTHERWISE NOTED. 5. DUCTILE IRON PIPE WILL NOT BE PERMITTED ON ORANGE COUNTY UTILITIES SANITARY SEWER SYSTEM. 6. INVERTS OF SANITARY SERVICE LATERALS AT THEIR CONNECTION TO SANITARY MANHOLES SHALL BE NO MORE THAN ONE (1) FOOT ABOVE THE MANHOLE INVERT. 7. FQR HORIZONTAL AND VERTICAL CLEARANCES BETWEEN SANITARY SEWER MAINS/ LATERALS AND WATER MAINS/LATERALS, SEE WATER NOTES 3 & 4. B. WHERE SOIL REPORT INDICATES THE POSSIBILITY OF UNSUITABLE MATERIAL IN THE VICINITY OF SANITARY LINES, THE CONTRACTOR SHALL DETERMINE THE NATURE AND EXTENT OF THIS UNSUITABLE MATERIAL, PREPARE TRENCH AND INSTALL THE SEWER LINE IN ACCORDANCE WITH ASTM D-2321. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF THIS UNSUITABLE MATERIAL. 9. THE CONTRACTOR SHALL BE REQUIRED TO PERFORM INFILTRATION OR EXFILTRATION TEST, WHICHEVER IS APPLICABLE. NO DETECTABLE LEVELS OF INFILTRATION SHALL BE PERMITTED. THE CONTRACTOR SHALL MEET ALL REQUIREMENTS, CODES AND ORDINANCES OF CITY OF EDGEWOOD INCLUDING ADVANCE NOTIFICATION PRIOR TO CONSTRUCTION AND TESTING. 10. MADDEN ENGINEERING, INC. SHALL BE NOTIFIED A MINIMUM OF 48 HOURS (2 FULL WORKING DAYS) PRIOR TO CONSTRUCTION AND TESTING OF THE SANITARY SEWER, PHONE (407)629-8330. 11. THE CONTRACTOR SHALL SUPPLY COMPLETE "AS BUILT" INFORMATION RELATIVE TO INVERTS, RIM ELEVATIONS, LOCATION OF MANHOLES AND LENGTHS OF PIPE. LATERALS SHALL BE LOCATED FROM THE CENTERLINE OF THE NEAREST DOWNSTREAM MANHOLE. THE INFORMATION SHALL BE SUBMITTED ON LEGIBLY MARKED -UP PRINTS TO THE ENGINEER WITHIN TWO (2) WEEKS OF COMPLETION OF SEWER CONSTRUCTION. 12. CONTRACTOR TO ENSURE POSITIVE FLOW WITHIN SANITARY SEWER SYSTEM, ANY AREAS OF STANDING WATER IN THE PIPING SHALL BE CAUSE FOR REJECTION. 13. CONTRACTOR SHALL RECEIVE SEWER CERTIFICATION PRIOR TO PLACEMENT OF SOIL CEMENT. e Q 14. THE EXISTING UTILITIES HAVE BEEN FIELD VERIFIED AT ALL POINTS OF CONNECTION AND ALL AREAS OF POSSIBLE CONFLICT. A15. THE CONTRACTOR SHALL NOTIFY THE ORANGE COUNTY UTILITIES CONSTRUCTION DEPARTMENT 48 HOURS PRIOR TO ANY UTILITIES CONSTRUCTION. Q 16. ALL UTILITIES CONSTUCTION CONNECTING TO THE SYSTEM SHALL CONFORM TO ORANGE COUNTY MANUAL OF STANDARDS AND SPECIFICATIONS FOR WASTEWATER AND WATER MAIN CONSTRUCTION. 17. ALL WASTEWATER AND WATER MAINS SHALL BE COLORED PER ORANGE COUNTY SPECIFICATIONS. 0 WATER 1. ALL MATERIALS AND CONSTRUCTION REQUIREMENTS FOR THE FIRE SERVICE, WATER LINES, CHECK VALVES, BACKFLOW PREVENTERS, GATE VALVES, ETC. SHALL BE IN ACCORDANCE WITH ORANGE COUNTY'S STANDARD DETAILS AND LAND DEVELOPMENT CODES. POTABLE WATER SYSTEM TO BE OWNED & MAINTAINED BY ORANGE COUNTY. 2. THE CONTRACTOR SHALL LAY THE WATER LINE AND SERVICES A MINIMUM OF THREE (3) FEET BELOW FINISHED GRADE, TO THE TOP OF PIPE. 3. WHERE WATER LINES CONFLICT WITH STORM AND SANITARY SEWERS, THE WATER LINE SHALL BE RAISED DURING CONSTRUCTION. INSTALL 45' BENDS AS NECESSARY TO OBTAIN A MINIMUM CLEARANCE OF 18 INCHES. 4. WHERE WATER AND SEWER LINES CROSS WITH LESS TAHN 18" VERTICAL CLEARANCE, THE SEWER WILL BE 20 FEET PVC C90O/DR18 CENTERED ON THE POINT OF CROSSING. WHEN WATER MAIN PARALLELS A SEWER MAIN, A SEPARATION MEASURED EDGE TO EDGE, OF AT LEAST 10 FEET SHOULD BE MAINTAINED WHERE PRACTICAL. IN CASE EITHER OF THE SPECIFIED CLEARENCES OF TEN FEET/ 18 INCHES BETWEEN WATER MAINS AND SANITARY OR STORM SEWER ARE NOT MAINTAINED, ONE OF THE LINES MUST BE UPGRADED TO DUCTILE IRON PIPE (WATER MAIN SHALL BE UPGRADED FOR WATER/SEWER OR WATER STORM SEWER CONFLICTS. 5. WATER LINES LESS THAN 4 INCH DIAMETER SHALL BE PVC PIPE NSF LOGO SUITABLE FOR POTABLE WATER (200 PSI). 6. ALL 4"-12" WATER LINES SHALL BE PVC PIPE AWWA C-900, DR 18, MECHANICAL JOINTS AND RUBBER COMPRESSION RING JOINTS COFORMING TO ASTM D3139. FROM POS FORWARD AS DESIGNATED BY F.S. 633, PIPE SHALL BE DR-14 AND TESTED AT 200 PSI FOR TWO HOURS. 7. GATE VALVES SHALL COFORM TO AWWA C-509-87, WITH WRENCH NUT EXTENTION STEMS AND OTHER APPURTENANCES AS REQUIRED. THEY SHALL BE IRON BODY, FULL BRONZE MOUNTED, DOUBLE DISK, PARALLEL SEAT, NON -RISING STEMS VALVES WITH O-RING SEALS AND END CONNECTIONS AS CALLED FOR ON THE PLANS. ALL TEES, CAPS, PLUGS, BENDS, VALVES, ETC., SHALL BE PROVIDED WITH GRIP RING RESTRAINTS. 8. THE CONTRACTOR SHALL INSTALL 10 GAUGE LOCATOR WIRE TO ALL WATER LINES PER COUNTY SPECIFICATIONS. 9. SERVOCE MAINS FOR FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 24, 1995 EDITION. 10. NEW FIRE HYDRANTS SHALL BE INSTALLED SO THAT 5-J INCH PORT IS FACING THE ROADWAY BY WHICH IT IS ACCESSED. HYDRANTS SHALL BE POSITIONED NOT MORE THAN 18 FEET AWAY FROM THE CURB OR BERM OF ROADWAY. 11. MADDEN ENGINEERING, INC. SHALL BE NOTIFIED A MINIMUM OF FORTY EIGHT HOURS (2 FULL WORKING DAYS) PRIOR TO TESTING OF THE WATER LINES, PHONE (407) 629-8330. 12. HYDROSTATIC TESTS CONSISTING OF PRESSURE AND LEAKAGE TEST SHALL BE CONDUCTED ON ALL NEWLY INSTALLED WATER DISTRIBUTION SYSTEM PRESSURE PIPES AND APPERTENANCES. THE TEST SHALL BE IN ACCORDANCE WITH PROVISIONS 9F AWWA C600 OR M23 AS APPLICABLE. 13. DISINFECTION OF THE WATER DISTRIBUTUION SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C651- DISINFECTING WATER MAINS, INCLUDING ANY REQUIRED TESTING BY ORANGE COUNTY. 14. THE CONTRACTOR SHALL SUPPLY COMPLETE "AS -BUILT" INFORMATION RELATIVE TO LOCATION OF ALL WATER LINES AND SERVICES. THE INFORMATION SHALL BE SUBMITTED ON LEGIBLY MARKED -UP PRINTS TO THE ENGINEER WITHIN TWO (2) WEEKS OF THE COMPLETION OF THE WATER LINE CONSTRUCTION. 15. CONTRACTOR SHALL SCHEDULE ALL TESTING TO ALLOW ENGINEER'S ATTENDANCE FAILURE TO PROPERLY NOTIFY THE ENGINEER MAY RESULT IN RETESTING AT THE ENGINEERS OPTION AND AT CONTRACTORS EXPENSE. 16. POTABLE WATER SYSTEM TO BE OWNED & MAINTAINED BY ORANGE COUNTY. 17. BLUE REFLECTORS SHALL BE INSTALLED IN THE MIDDLE OF THE TRAFFIC LANE NEAREST THE HYDRANT PER SFPC 602.5.3. 18. NEW HYDRANTS SHALL BE TESTED AND IN PROPER WORKING ORDER WITH DOCUMENTATION SUPPLIED TO THE FIRE MARSHALL PRIOR TO ANY COMBUSTIBLE CONSTRUCTION. 19. TO MAKE WET TAPS USE EITHER DUCTILE IRON MECHANICAL JOINT OR FABRICATED STEEL TAPPING SLEEVE. THIS TAPPING SLEEVE SHALL BE PROPERLY RECESSED FOR TAPPING VALVE. TAPPING VALVE SHALL BE RESILIENT SEATED GATE VALVE CONFORMING TO ANSI/AWWA C509 WITH 2" SQUARE OPERATOR NUT. MATERIAL SPECIFICATIONS ARE PER ORANGE COUNTY LDC WATER DISTRIBUTION SUSTEMS. ALL WATER SERVICE LATERALS OR STUBOUTS SHALL BE CLEARLY MARKED BY ETCHING OR CUTTING IN THE CONCRETE CURB AN "S" FOR SANITARY AND A "W" FOR WATER. WHERE CURB DOES NOT EXIST OR IS NOT PLANNED, SERVICE LINE LOCATIONS SHALL BE ADEQUTELY MARKED BY A METHOD APPROVED BY ORANGE COUNTY, BUREAU OF PUBLIC WORKS. 1. THE CONTRACTOR SHALL CONSTRUCT PAVEMENT IN ACCORDANCE WITH TYPICAL PAVEMENT SECTIONS AND THE CITY OF OCOEE SPECIFICATIONS. THE FINISHED i PAVEMENT GRADES SHALL CONFORM TO THOSE SPECIFIED ON THE GRADING PLAN. 2. EXCAVATION, PAVING AND STORM SEWER WORK SHALL BE DONE IN ACCORDANCE WITH F.D.O.T. ".STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION" AND CITY OF "OCOEE. 3. UNLESS OTHERWISE NOTED, GRADE TO MEET EXISTING ELEVATIONS AT PROPERTY LINES. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE OF THE SITE TO THE RETENTION PONDS AS SHOWN BY PROPOSED GRADES AND FLOW ARROWS. 4. DURING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE AND PROPER SOIL EROSION CONTROL MEASURES FOR PROTECTION OF ALL DRAINAGE AND SEWER STRUCTURES AND AT ALL ADJACENT LANDS AND ROADS. CONTRACTOR SHALL PROVIDE EROSION AND SEDIMENT CONTROL DURING THE CONSTRUCTION PHASE PER S.J.R.W.M.D., E.P.A. & THE CITY OF OCOEE REQUIREMENTS. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL GEOTECHNICAL REPORTS PREPARED FOR THE SITE. ALL SITE GRADING IS TO CONFORM TO THE GEOTECHNICAL REPORT, SPECIFICATIONS AND DETAILS. 6. SOIL BORINGS AND SOIL ENGINEERING SERVICES HAVE BEEN PROVIDED BY YOVAISH ENGINEERING SCIENCES, INC. AND ADDITIONAL SERVICES WILL BE PROVIDED TO THE CONTRACTOR UPON REQUEST TO THE OWNER. THIS ENGINEERING FIRM ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS, ACCURACY AND COMPLETENESS OF THEIR WORK. EXCAVATION OF UNSUITABLE FILL AND COMPACTION SHALL BE DONE IN ACCORDANCE WITH THE SOILS REPORTS PREPARED BY YOVAISH ENGINEERING SCIENCES, INC. 7. THE SITE SHALL BE CLEARED OF ALL TREES EXCEPT THOSE WHICH ARE DESIGNATED TO BE SAVED OR RELOCATED. BEFORE CONSTRUCTION, THE CONTRACTOR SHALL MEET AT THE SITE WITH THE OWNER. AT THIS TIME, ANY TREES BE SAVED SHALL BE POINTED OUT AND TAGGED. THESE TREES SHALL BE PROT CTED FROM DAMAGE. AN ARBOR PERMIT MAY BE REQUIRED FROM THE CITY PRIOR TO f,,OMMENCEMENT OF CONSTRUCTION. 8. THE CONTRACTOR CALL SUNSHINE STATE ONE CALL OF FLORIDA, INC.(SS000F) PRIOR TO COk� STRUCTION PER CHAPTER 556, F.S. FOR UTILITY LOCATES. SSOCOF MUST BEE CALLED NO LESS THAN TWO WORKING DAYS NOR MORE THAN FIVE 3QDAYS BEFORE EXCAVATION CAN BEGIN. 11 9. THE CONTRACTOR IS DIRECTED TO NOTIFY MADDEN ENGINEERING, INC. 11 IF A PAVEMENT OR FOUNDATION STAKE IS DISTURBED, AND/OR OF PROBLEMS REQUIRING DEVILITION FROM THESE PLANS AND SPECIFICATIONS. i 10. THE CONTRACTOR SHALL INSTALL DROP CURBS AND HANDICAP RAMPS AT ALL INTERSECTIONS OF THE SIDEWALK WITH THE PROPOSED PAVEMENT TO MEET THE CITY OF OCOEE AND A.D.A. SPECIFICATIONS. 111 ALL PIPE NOTED, ON THE PLANS SHALL BE RCP. 1 12. ALL MANHOLE AND INLET STRUCTURES SHALL BE PRECAST CONCRETE. 13. THE CONTRACTOR SHALL USE CONCRETE WITH A MIN, 28 DAY STRENGTH OF 31000 P.S.L. 14. ALL SIDEWALK WIDTHS SHALL BE AS NOTED AND SHALL HAVE 1" DEEP CONTRACTION JOINTS LOCATED A DISTANCE APART EQUAL TO THE WIDTH OF THE SIDEWALK. ASIDEWALK SLOPES SHALL BE 0.5% AND A MAX. OF 5.0%. MINIMUM LENGTH OF SIDEWALK SECTION SHALL BE 20'. 15. PROVIDE F.D.O.T. TYPE III SILT FENCE ALONG THE PROPERTY LINES DURING CONSTRUCTION AS REQUIRED TO PREVENT SEDIMENTATION. 16. CONTRACTOR SHALL COMPLY WITH ALL CITY OF OCOEE REQUIREMENTS FOR INSPECTION AND TESTING. 17. ALL PIPE JOINTS SHALL BE WRAPPED IN FILTER FABRIC. 18. ALL PAVEMENT MARKING, STRIPING, SIGNS AND OTHER TRAFFIC CONTROL EQUIPMENT AND INSTALLATION SHALL MEET CITY OF OCOEE AND FEDERAL BUREAU MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) STANDARDS ADN REGULATIONS AND REQUIREMENTS 19. REGULATORY SIGNS AND MARKINGS SHALL BE IN PLACE PRIOR TO FINAL INSPECTION OF PAVING AND DRAINAGE IMPROVEMENTS. 20. PAVEMENT RETURN RADII SHALL BE MEASURED FROM THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 21. CONCRETE SIDEWALKS ADJACENT TO ALL LOTS TO BE INSTALLED BY HOME BUILDERS AT TIME OF INDIVIDUAL HOME CONSTRUCTION. SEE DETAILS FOR SIDEWALK SPECS. 22. SITE CONTRACTOR TO PROVIDE 5' CONCRETE SIDEWALK ALONG ALL TRACTS OTHER THAN INDIVIDUAL LOTS AT TIME OF CONSTRUCTION OF INFRASTRUCTURE. SEE DETAILS FOR SIDEWALK SPECS. 23. ALL DISTURBED AREAS WITHIN THE CITY OF OCOEE RIGHT-OF-WAY SHALL BE SODDED. Q24. POND SLOPES AND BERMS SHALL BE SODDED WITH ST. AUGUSTINE FLORITAM. 25. CONTRACTOR IS TO ADJUST FINAL GRADES AT ENTRANCE AS REQUIRED TO MAINTAIN ADEQUATE SITE DISTANCE AS SHOWN BY SITE DISTANCE TRIANGLES ON PLANS. THIS WILL ALLOW FOR MAXIMUM PRESERVATION OF EXISTING TREES. STREETS AND HIGHWAYS" AS PREPARED BY FDOT, LATEST EDITION AND THE THE CITY OF OCOEE SPECIFICATIONS. 26. ROADWAYS AND PARKING AREAS ARE DESIGNED IN SUBSTANTIAL ACCORDANCE 27. THE CONTRACTOR SHALL RESTORE OFF SITE CONSTRUCTION AREAS TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO COMMENCEMENT OF CONSTRUCTION. 28. THE CONTRACTOR SHALL CONSTRUCT ALL STORM SEWER APPURTENANCES IN Q ACCORDANCE WITH ST. JOHNS RIVER WATER MANAGEMENT DISTRICT REQUIREMENTS AND CITY OF OCOEE SPECIFICATIONS. 3Q29. EXCAVATION, PAVING AND STORM SEWER WORK SHALL BE DONE IN ACCORDANCE WITH F.D.O.T. "STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION" AND CITY OF OCOEE SPECIFICATIONS AS WELL AS REQUIREMENTS FOR SITE WORK AS SHOWN IN GEOTECHNICAL REPORTS AS PREPARED BY YOVAISH ENGINEERING SCIENCES, INC. 30. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPE BUFFERS, RETENTION AND DETENTION FACILITIES, EASEMENTS, ETC. UNTIL THE WORK HAS BEEN ACCEPTED BY THE OWNER. ALL DISRUPTED AREAS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION. 31. THE CONTRACTOR SHALL INSURE THAT PROPER SOIL DENSITIES ARE ACHIEVED FOR PLACEMENT OF ALL PAVEMENT HEADWALL/ENDWALL FOOTINGS, RETAINING WALLS, AND IN GENERAL, ANY FOOTING SUPPORT DESCRIBED ON THESE PLANS. IT WILL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT SUFFICIENT SOILS TESTING HAS PERFORMED PRIOR TO CONSTRUCTION. 32, THE CONTRACTOR SHALL COMPLY WITH THE CITY OF OCOEE SPECIFICATIONS FOR STRIPPING, CLEARING, GRUBBING, GRADING, BACKFILLING, AND EMBANKMENT PREPARATION WITHIN ALL DESIGNED ROADWAY RIGHT-OF-WAY SECTIONS. 33. AFTER THE ROADWAY HAS BEEN CONSTRUCTED TO SUBGRADE, IT SHALL BE PROOF -ROLLED TO ASSURE THAT PROPER COMPACTION HAS BEEN ATTAINED. THE PROOF -ROLLING AND COMPACTION OPERATIONS SHALL BE INSPECTED AND TESTED BY A FLORIDA LICENSED SOILS ENGINEER TO ASSURE THAT THE SPECIFIED COMPACTION IS MAINTAINED AND ALL DELETERIOUS MATERIALS HAVE BEEN REMOVED. 34. COMPACT ALL UTILITY TRENCHES WITHIN THE TOP 2' OF THE ROADWAY TO 98% OF THE MODIFIED PROCTOR DENSITY: WITHIN OTHER AREAS TO 957c. 35. IN OTHER AREAS WHICH REQUIRE FILL MATERIAL THE CONTRACTOR WILL STRIP OR OTHERWISE REMOVE ALL VEGETATION SUCH AS BRUSH, HEAVY SODS, HEAVY GROWTH OF GRASS, DECAYED VEGETABLE MATTER, RUBBISH AND ANY OTHER DELETERIOUS MATERIAL BEFORE EMBANKMENT IS STARTED. IMMEDIATELY PRIOR TO THE PLACING OF FILL MATERIALS, THE ENTIRE AREA UPON WHICH FILL IS TO BE PLACED, SHALL BE SCARIFIED IN A DIRECTION APPROXIMATELY PARALLEL THE THE AXIS OF FILL. THE SOIL ENGINEER SHALL APPROVE THE AREA PRIOR TO THE PLACEMENT OF FILL. 36. DURING CONSTRUCTION, NO DIRECT DISCHARGE OF WATER TO DOWNSTREAM RECEIVING WATERS WILL BE ALLOWED. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WATER QUALITY, AND SHALL ROUTE DISCHARGE WATER IN SUCH A MANNER TO ADEQUATELY REMOVE SILT PRIOR TO RUNOFF FROM SITE. 37. ALL REINFORCED CONCRETE PIPE (RCP) SHALL BE MINIMUM CLASS III. 38. ALL PRECAST DRAINAGE STRUCTURES TO HAVE STEEL ANGLE IRON FRAME. ALL STRUCTURES IN PAVED AREAS TO HAVE STEEL RECTILINEAR GRATES WITH H-20 LOADING. A3THE CONTRACTOR SHALL PERFORM EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF OCOEE STANDARDS, DETAILS CONTAINED IN THE PLANS, THE FOLLOWING NOTES AND AS DIRECTED BY THE ENGINEER. A. TEMPORARY EROSION CONTROL .1. STOCKPILING MATERIAL. NO EXCAVATING MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE OR INTO ANY ADJACENT WATERBODY OR STORMWATER COLLECTION FACILITY, 2. INLET PROTECTION - INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT- LADEN STORM RUNOFF DIRECTLY OFF THE PROJECT SITE OR INTO ANY ADJACENT WATERBODY OR STORMWATER COLLECTION FACILITY. 3. TEMPORARY SEEDING / STRIP SODDING - AREAS OPENED BY CONSTRUCTION OPERATIONS AND THAT ARE NOT ANTICIPATED TO BE DRESSED AND RECEIVE FINAL GRASSING TREATMENT WITHIN THIRTY DAYS SHALL BE STRIP -SODDED ALONG ALL DEDICATED ROW's. THIS WILL PREVENT SEDIMENT RUNOFF FROM INDIVIDUAL LOTS INTO THE ROW AND DRAINAGE SYSTEMS, AND WILL NOT LATER COMPETE WITH THE PERMANENT LOT GRASSING. 4. TEMPORARY SEEDING AND MULCHING - SLOPES STEEPER THAN 6:1 THAT FALL WITHIN THE CATEGORY ESTABLISHED IN NOTE 3 ABOVE SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA TO A DEPTH OF 4 INCHES. 5. TEMPORARY GRASSING - THE SEEDED OR THE SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED AS REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. 6. TEMPORARY REGRASSING - IF AFTER FOURTEEN DAYS, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75% GOOD GRASS COVER THE AREA WILL BE REWORKED AND ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED VEGETATION COVER. 7. THE CONTRACTOR SHALL PLACE HAY BALES AROUND ALL EXISTING AND NEWLY CONSTRUCTED INLETS TO CONTROL EROSION DURING CONSTRUCTION. B. MAINTENANCE - ALL FEATURES OF THE PROJECT DESIGNED AND CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED. B. PERMANENT EROSION CONTROL THE EROSION CONTROL FACILITIES OF THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON OFF -SITE FACILITIES. ALL STORMWATER DISCHARGE FROM THE PROJECT LIMITS SHALL BE ROUTED THROUGH DETENTION BASINS TO TRAP SUSPENDED SEDIMENTS AND DISCHARGE FACILITIES FROM THESE BASINS SHALL BE PROVIDED WITH A SKIMMER DEVICE TO TRAP FLOATABLE DEBRIS. 1. PERMANENT SEEDING - ALL AREAS WHICH HAVE BEEN DISTURBED BY THE CONSTRUCTION WILL, AS A MINIMUM, BE FERTILIZED AND SEEDED. 2. PERMANENT SEEDING AND MULCHING - SLOPES OF 6:1 TO 4:1 INCLUSIVE WILL BE MULCHED WITH A UNIFORM THICKNESS OF APPROXIMATELY TWO INCHES, LOOSE MEASURE, OF MULCH MATERIAL INCORPORATED INTO THE SOIL BY MIXING TO A DEPTH OF FOUR INCHES. 3. PERMANENT SODDING - ALL RETENTION/DETENTION BASINS SHALL BE SODDED WITHIN THEIR LIMITS. ALL EXPOSED AREAS WITHIN PUBLIC RIGHT- OF-WAYS WILL BE SOLID SODDED. OTHER AREAS WITH AREAS WITH SLOPES STEEPER THAN 4:1 WILL BE SODDED. 4. STRIP SODDING - STRIP SOD SHALL BE PLACED ADJACENT TO ALL CURBS, WALKS AND PAVEMENTS. 5. REGRASSING - ALL GRASSED AREAS WILL BE MAINTAINED TO ASSURE A GOOD STAND AND SUFFICIENT GROUND COVER TO MINIMIZE EROSION. IF, AFTER 60 DAYS AN ADEQUATE GROUND COVER HAS NOT BEEN ESTABLISHED, THE AREA WILL BE REGRASSED. 6. ADDITIONAL FERTILIZATION - GRASSED AREAS NOT ACCEPTED WITHIN 90 DAYS OF THEIR COMPLETION SHALL BE FERTILIZED. 7. FOR ADDITIONAL SODDING REQUIREMENTS, REFER TO THE LANDSCAPE PLANS. As -Built drawings will be required with the following Qinformation: A) Sanitary Sewer 1. Top elevation of each manhole frame and cover. 2. Invert of each line entering and leaving each manhole/structure. 3. Length of each run of main between manholes (center to center). 4. Actual grade of pipe between manholes. 5. Locate all service wyes from downstream manhole with depth at lot line and distance from the main line. 6. Locate with measurements from permanent visible objects all fittings/accessories not visible from the surface (minimum two point ties). B) Storm Drainage 1. Top elevation of each manhole frame and cover/grate as well as all other structures (headwalls, control structures, etc.) 2. Invert elevation of each line entering and leaving each structure, including underdrain pipes. 3. Inverts of all mitered end sections. 4. Actual grade of pipe between the structures. 5. Invert elevation and two horizontal ties from permanent visible objects to all storm stub -outs. C) Water and Reuse System and Force Mains 1. Actual lengths of pipe between branches and valves in the run. 2. Locate with measurements from permanent visible objects all fittings/accessories not visible from the surface (minimum two point ties). 3. List the depths of the lines at all valves, fittings and fire hydrants. CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 UI W o d o O N N r7 LiJ I -U� z Co af Mm X ¢ cn r. Wr O v o :� ZLO¢ z W 00 Pq J Q W J U 1-4 r) 03 %,0 0 ## o m ee� L,J w 0 a- o z Q w ¢ z g U w S Q (Y ry N Q W o o U F D z = a _ Li - Of Y o W U W > a z 3 � U Q F- W = U v w z z � w w C) CD C U w U w 0 0 boo C.D 0 0 O U U N CL n_ a O 0 0 o N S 5 5 W cr_ 0 0 o W �2 Q r - o p -Nr7�ir)col�o0rn�� JOB # 24110 DATE: 03/14/05 SCALE: NTS DESIGNED BY: CHM DRAWN BY: IAN APPROVED BY: CHM NT-1 SHEET 3 OF 46 c f4 t 1. THE CITY OF OCOEE IS SUBJECT TOITHE TERMS, PROVISIONS AND RESTRICTIONS OF FLORIDA STATUTES, CHAPTER 163, CONCERNING' MORATORIA ON THE ISSUANCE OF BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES. HE CITY HAS NO !LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY OR ITSELF FROM THE APPLICATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN SHALL BE CONSTRUED AS SUCH AN EXEMPTION. Li ®2. EXISTING TREES 8" OR LARGER (OVER THAN CITRUS TREES OR 'TRASH' TREES) LOCATED ALONG LOCATIONS OF BUFFER WALLS OR RJAD RIGHT-OF-WAY LINES WILL BE PRESERVED IF AT ALL POSSIBLE, THE BUFFER WALLS AND ROADS WILL BE DESIGNED AROUND THOSE TREES TO INCORPORATE THEM INTO REQUIRED LANDSCAPE BUFFERS AND AS STREET TREES. 3. THE EXISTING GRADES ON INDIVIDUAL LOTS CONTAINING PROTECTED TREES WILL BE MAINTAINED AS MUCH AS POSSIBLE TO PRESERVE; EXISTING' PROTECTED TREES. FOR LOTS CONTAINING PROTECTED TREES, THERE WILL BE NO GRADING OR OTHER CONSTRUCTION ON INDIVIDUAL LOTS EXCEPT AS SPECIFIED IN HE FINAL SUBDIVISION PLAN, UNTIL BUILDING PERMITS ARE ISSUED FOR THOSE LOTS. 4. REMOVAL OF EXISTING PROTECTED TREES WILL BE LIMITED TO CLEARING ROAD RIGHT-OF-WAY AND RETENTION AREAS AS DETAILED IN THE FINAL SUBDIVISION PLAN. ALL EXISTING PROTECTED TREES ON INDIVIDUAL LOTS WILL BE EVALUATED AT THE TIME A BUILDING PERMIT IS ISSUED FOR THAT LOT TO DETERMINE WHETHER OR NOT EACH 'TREE NEEDS TO BE REMOVED. 5. IN ORDER TO INSURE THAT AS MANY EXISTING TREES AS POSSIBLE WILL BE PRESERVED, ALL ROAD RIGHT-OF-WAYS AND RETENTION AREAS WILL BE FLAGGED FOR REVIEW BY THE CITY PRIOR TO ANY TREE REMOVAL. NO CLEARING PERMITS WILL BE ISSUED FOR SITE WORK OR BUILDING CONSTRUCTION UNTIL THE TREES TO BE PRESERVED HAVE BEEN CLEARLY MARKED WITH TREE PROTECTION BARRIERS. 6. NO PERSON SHALL UNDERTAKE LAND CLEARING OR THE REMOVAL OF ANY PROTECTED TREES WITHOUT FIRST OBTAINING A PERMIT ''FROM THE BUILDING DEPARTMENT. HE REMOVAL OF PROTECTED TREES SHALL BE MINIMIZED TO THE MAXIMUM EXTENT POSSIBLE AND NO AUTHORIZATION SHALL BE GRANTED TO REMOVE A TREE IF THE DEVELOPER 'HAS FAILED TO TAKE REASONABLE MEASURES TO PRESERVE THE TREES ON SITE. 7. UNLESS OTHERWISE NOTED, A 5' UTILITY AND DRAINAGE EASEMENT WILL BE PLATTED ALONG ALL SIDE LOT LINES AND 10' UTILITY, DRAINAGE AND SIDEWALK EASEMENT ADJACENT TO THE STREET RIGHT-OF-WAYS. SIDEWALKS WILL ONLY BE PLACED IN THIS EASEMENT IF NECESSARY TO RUN THEM AROUND EXISTING PROTECTED TREES TO BE PRESERVED. 8. ALL UTILITIES TO BE PLACED WITHIN' HE 10' EASEMENT ALONG THE FRONT OF EACH LOT WILL BE PLACED AROUND EXISTING PROTECTED TREES TO BE PRESERVED. ® 9. EACH RESIDENTIAL LOT SHALL HAVE THE MINIMUM OF THREE (3) TREES PER LOT, AND ONE STREET TREE WITH A MINIMUM SIZE OF 10 FT. IN HEIGHT AND 2 INCH DIAMETER AT BREAST HEIGHT (DBH). ALL LOTS WILL BE SODDED WITH ST. AUGUSTINE SOD. 10. EACH FIRE HYDRANT SHALL BE PAINTED SILVER IN COLOR AND A BLUE REFLECTIVE MARKER SHALL BE AFFIXED TO THE STREET IN THE CENTER OF THE LANE CLOSEST TO EACH HYDRANT. 11. UNLESS OTHERWISE INDICATED, ALL DRAINAGE, UTILITY AND MAINTENANCE EASEMENTS SHALL BE FOR THE BENEFIT OF THE HOMEOWNERS ASSOCIATION. THE LAND BURDENED BY SUCH EASEMENTS SHALL BE OWNED BY THE INDIVIDUAL LOT OWNERS. 12. THE DEVELOPER SHALL CONSTRUCT APPROPRIATE CURBS CUTS TO ENABLE CONSTRUCTION OF RAMPS AT ALL RIGHTS -OF -WAY INTERSECTIONS; (AND OTHER AREAS AS REASONABLY REQUIRED) IN ORDER TO ACCOMMODATE ACCESS TO SIDEWALKS AND STREETS FOR PERSONS WHO ARE IN WHEELCHAIRS AND OTHER PERSONS WHO ARE PHYSICALLY CHALLENGED. SIDEWALKS ABUTTING EACH PLATTED LOT SHALL BE CONSTRUCTED AT THE TIME OF DEVELOPMENT OF THE LOT. WHEN SIDEWALKS ARE CONSTRUCTED ON CORNER LOTS AT CERTAIN LOCATIONS, THE SIDEWALKS WILL BE EXTENDED TO THE CURB AND THE APPROPRIATE RAMPS WILL THEN BE 'ICON STRUCTED. SIDEWALKS ADJACENT TO COMMON AREAS SHALL BE CONSTRUCTED AT THE TIME OF PERMANENT CONSTRUCTION OF ADJACENT COMMON AREAS. 13. ALL COMMON AREA IMPROVEMENTS, INCLUDING ENTRY FEATURES, WALLS, LANDSCAPING AND SIDEWALKS ALONG ALL ROADS, AS WELL AS LANDSCAPING AROUND THE RETENTION POND TRACTS SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE CERTIFICATE OF COMPLETION. 14. STREET LIGHTS MEETING CURRENT CODE REQUIREMENTS SHALL BE INSTALLED BY THE DEVELOPER PRIOR TO CERTIFICATE OF COMPLETION AT ,1,TIHE DEVELOPER'S EXPENSE AND THE COST OF THEIR OPERATION WILL BE ASSUMED BY THE DEVELOPE,1iR IN ACCORDANCE WITH ORDINANCE NO. 95-17. 15. ALL TRACTS THAT ARE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION SHALL BE CONVEYED TO THE HOMEOWNERS ASSOCIATION BY WARRANTY DEED AT THE TIME OF PLATTING. 16. ANY DAMAGE CAUSED TO ANY PUBLIC RIGHT OF WAY AS A RESULT OF THE CONSTRUCTION ACTIVITIES RELATED TO THE PROJECT SHALL BE PROMPTLY REPAIRED BY THE DEVELOPER TO THE APPLICABLE GOVERNMENTAL STANDARDS AT THE OWNER'S SOLE COST AND EXPENSE. 17. THERE SHALL BE NO ACCESS FROM }THE PROPERTY TO ANY PUBLIC ROAD EXCEPT AT THE APPROVED LOCATIONS SHOWN ON THE APPROVED FINAL SUBDIVISION PLAN. 18. ALL UTILITIES INCLUDING ELECTRICAL, CABLE, TV, AND TELEPHONE AND INCLUDING ON -SITE EXISTING OVERHEAD WIRES SHALL BE PLACED UNDERGROUND. 19. ALL UNDERGROUND UTILITY SHALL COMPLY WITH ORDINANCE NO. 95-17, WHICH REQUIRES PEDESTAL MOUNTED UTILITY BOXES TO BE PLACED BACK OFF THE STREET, NO MORE THAT 5 FT. FORWARD OF THE FROM BUILDING SETBACK LINE, ON ALL RESIDENTIAL LOTS WHICH ARE LESS THAN 70 FT. IN WIDTH WHERE THE LOT ABUTS THE STREET RIGHT 1OF WAY. 20. PARKING FOR INDIVIDUAL LOTS SHALL BE PROVIDED IN ACCORDANCE WITH THE CITY OF OCOEE LAND DEVELOPMENT CODE. 21. A HOMEOWNERS' ASSOCIATION SHALL BE CREATED FOR OWNERSHIP AND MAINTENANCE OF ALL COMMON AREAS. 22. ALL LEGAL INSTRUMENTS, INCLUDING BUT NOT LIMITED TO, DECLARATIONS OF COVENANTS, EASEMENTS AND RESTRICTIONS, ARTICLES OF INCORPORATION OF THE HOMEOWNERS' ASSOCIATION, AND WARRANTY DEEDS TO THE ASSOCIATION SHALL BE PROVIDED TO THE CITY FOR APPROVAL PRIOR TO PLATTING ALL OR A PORTION OF THE PROPERTY. 23. EXCEPT AS SPECIFICALLY NOTED ON THIS PLAN, ALL INTERIOR SUBDIVISION ROADS WILL BE DEDICATED TO THE PUBLIC. Qi 24. THE STORMWATER SYSTEM, INCLUDING ALL PIPES, INLETS, MANHOLES AND STRUCTURES WILL BE OWNED, ® OPERATED AND MAINTAINED BY THE �#CITY OF OCOEE. TRACTS A AND B (RETENTION PONDS), WILL BE OWNED, OPERATED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION WITH A DRAINAGE EASEMENT GRANTED TO THE CITY OF OCOEE. 25. NOTWITHSTANDING THE CONVEYANCE OF THE STORMWATER RETENTION PONDS TO THE HOMEOWNERS' ASSOCIATION OR ANY PROVISION TO THE CONTRARY CONTAINED IN THESE CONDITIONS OF APPROVAL, THE DEVELOPER SHALL REMAIN RESPONSIBLE FOR THE MAINTENANCE OF THE PROJECT'S STORMWATER MANAGEMENT SYSTEM (SWMS), INCLUDING ALL STORMWATER RETENTION PONDS, UNTIL SUCH TIME AS: (1) THE ENTIRE SWMS FOR THE PROJECT IS CONSTRUCTED AND APPROPRIATE CERTIFICATES OF COMPLETION ISSUED BY BOTH THE CITY AND THE SJRWMD, (II) THE STORMWATER RETENTION PONDS INTENDED TO BE CONVEYED TO THE HOMEOWNERS' ASSOCIATION HAVE IN FACT BEEN CONVEYED TO THE HOMEOWNERS' ASSOCIATION, (111) THE HOMEOWNERS' ASSOCIATION IS DESIGNATED AS THE MAINTENANCE ENTITY ON THE RECORDS OF THE SJRWMD AND ALL TRANSFER RECORDS REQUIRED BY THE SJRWMD HAVE BEEN EXECUTED AND ACCEPTED BY SJRWMD, (IV) THE CITY HAS BEEN PROVIDED WITH A COPY OF THE DEVELOPER'S MAINTENANCE PLAN WITH RESPECT TO THE SWMS, AND (V) THE CITY HAS BEEN PROVIDED WITH A WRITTEN STATEMENT FROM THE ASSOCIATION ACKNOWLEDGING RECEIPT OF THE DEVELOPER'S MAINTENANCE PLAN WITH RESPECT TO THE SWMS AND THAT THE HOMEOWNERS' ASSOCIATION IS RESPONSIBLE FOR THE MAINTENANCE OF THE SWMS. ® 26. STORMWATER MANAGEMENT !SHALL BE PROVIDED CONSISTENT WITH THE REQUIREMENTS OF THE OCOEE LAND DEVELOPMENT CODE AND ST. JOHNS RIVER WATER MANAGEMENT DISTRICT. A 27. DRAINAGE EASEMENTS BETWEEN LOTS ARE SHOWN FOR LOCA11ONAL PURPOSES ONLY. FINAL EASEMENT DIMENSIONS (WIDTHS) ARE SHOWN ON THE FINAL SUBDIVISION PLAN AND WILL BE SIZED TO MEET CITY REQUIREMENTS. 28. EXCEPT AS SPECIFICALLY NOTED ON THIS PLAN, DEVELOPMENT OF THIS PROPERTY SHALL BE CONSISTENT WITH THE REQUIREMENTS OF THE CITY OF OCOEE CODE. 29. ALL EXISTING STRUCTURES (INCLUDING BUILDINGS, POWER LINES, EXISTING AERIAL AND UTILITY FACILITIES) WILL BE REMOVED AND/OR TERMINATED PRIOR TO OR DURING CONSTRUCTION OF THE DEVELOPMENT REPLACING HOSE USES. 30. PURSUANT TO ORDINANCE NO. 2001-18 ALL SUBDIVISION SIGNAGE MUST BE CONSISTENT WITH THE NAME OF THE SUBDIVISION. ANY SUBSEQUENT CHANGE TO THE NAME OF THE SUBDIVISION MUST BE APPROVED BY THE CITY COMMISSION. 31. ALL STORMWATER MANAGEMENT PONDS WILL BE UNFENCED WITH MAXIMUM 5:1 SIDE SLOPES INTO THE POND. Q32. ALL BUILDING PAD ELEVATIONS SHALL EXCEED THE 100-YEAR FLOOD ELEVATION BY A MINIMUM OF TWO FOOT. 33. THE FINAL GRADING PLAN WILL PRESERVE EXISTING GRADES ON INDIVIDUAL LOTS CONTAINING PROTECTED TREES AS MUCH AS POSSIBLE. 34. NOTHING HEREIN SHALL BE CONSTRUED TO WAIVE ANY PROVISION OF THE LAND DEVELOPMENT CODE EXCEPT TO THE EXTENT EXPRESSLY SET FORTH ON A WAIVER TABLE OR EXPLICITLY SET OUT ON THE PLAN. 35. THIS PROJECT SHALL BE DEVELOPED IN ONE (1) PHASE. 36. TO THE EXTENT ANY LIFT STATIONS ARE REQUIRED ON THE PROPERTY THEY WILL BE CONVEYED TO ORANGE COUNTY AT THE TIME OF PLATTING. ALL SUCH LIFT STATIONS SHALL BE FENCED WITH BLACK, 0 DECORATIVE FENCE AND SHALL BE SET BACK NO LESS THAN 25' FROM ANY STREET. SUCH LIFT STATIONS SHALL ALSO BE SCREENED WITH HEDGE -TYPE SHRUBBERY, SUCH AS VIBURNUM OR LIGUSTRUM. 37. ALL DECLARATION OF COVENANTS AND RESTRICTIONS AFFECTING THE PROPERTY SHALL INCLUDE THE FOLLOWING PROVISIONS: I. PROVISION ALLOWING THE CITY TO LEVY, COLLECT, AND ENFORCE ASSESSMENTS FOR MAINTENANCE OF COMMON AREAS IF ASSOCIATIONS FAILS TO DO SO OR FAILS TO MAINTAIN ASSESSMENTS AT A LEVEL ALLOWING FOR ADEQUATE MAINTENANCE. 'I THE SWMS ANDSOBTAN�RIGHT, U REIMBURSEMENT FROM THE ASSOCIATION, OBLIGATION, OMAINTAIN/REPAIR E ON, OR FROM HE DEVELOPER IF (1) TURNOVER OF CONTROL OF HE MEMBERS HAS NOT OCCURRED, OR (II) IF THE DEVELOPER IS STILL RESPONSIBLE FOR MAINTENANCE OF THE SWMS. iii. PROVISION PROVIDING THAT THE SWMS WILL BE TRANSFERRED TO A RESPONSIBLE OPERATION/MAINTENANCE ENTITY ACCEPTABLE TO THE CITY IN THE EVENT OF DISSOLUTION AND THAT IF DISSOLUTION OCCURS WITHOUT SUCH APPROVAL HEN THE CITY MAY CONTINUE TO LEVY AND COLLECT ASSESSMENTS AND IMPOSE LIENS WITH RESPECT THERETO NOTWITHSTANDING THE DISSOLUTION OF THE ASSOCIATION. iv. PROVISION THAT HE ASSOCIATION SHALL AT ALL TIMES BE IN GOOD STANDING WITH THE FLORIDA SECRETARY OF STATE. V. PROVISION THAT AT THE TIME OF TURNOVER OF CONTROL OF HE ASSOCIATION TO THE MEMBERS, THE DECLARANT SHALL DELIVER TO THE NEW BOARD OF DIRECTORS HE MAINTENANCE PLAN FOR THE SWMS ACCOMPANIED BY AN ENGINEER'S CERTIFICATION THAT THE SWMS IS FUNCTIONING IN ACCORDANCE WITH ALL APPROVED PLANS AND PERMITS. TO THE EXTENT THAT ANY SUCH ENGINEER'S REPORT INDICATES ANY CORRECTIVE ACTION IS REQUIRED THAT DECLARANT SHALL BE REQUIRED TO DILIGENTLY UNDERTAKE SUCH CORRECTIVE AC11ON AT THE DECLARANT'S EXPENSE AND TO POST A CASH BOND WITH THE ASSOCIATION FOR THE ESTIMATED COSTS OF SUCH CORRECTIVE ACTION. vi. PROVISION THAT NO PROPERTY OWNED BY HE CITY OR ANY OTHER GOVERNMENTAL ENTITY SHALL BE SUBJECT TO ASSESSMENTS LEVIED BY THE ASSOCIATION. vii. PROVISION THAT ANY AMENDMENT TO ANY PROVISION AFFECTING THE CITY REQUIRES THE CONSENT OF THE CITY IN AN INSTRUMENT RECORDED WITH THE AMENDMENT. viii. THE ARTICLES OF INCORPORATION AND BYLAWS OF THE ASSOCIATION SHALL BE CONSISTENT WITH THE FORGOING PROVISIONS. 38. NOTHING HEREIN SHALL BE CONSTRUED TO WAIVE ANY PROVISION OF THE LAND DEVELOPMENT CODE EXCEPT TO THE EXTENT EXPRESSLY SET FORTH ON THE WAIVER TABLE. 39, THE DEVELOPER SHALL COMPLY WITH ORDINANCE 2001-19 RELATING TO COMMUNITY MEETING ROOMS. 40. ALL BUILDING SETBACKS FROM ALL RETENTION PONDS SHALL BE 30 FT. FROM TOP OF BANK IN SINGLE FAMILY PARCELS. 41. A 5' WALL AND LANDSCAPE EASEMENT SHALL BE PLATTED ADJACENT TO INGRAM ROAD. THE DEVELOPER SHALL CONSTRUCT A 6' HIGH BRICK WALL ALONG INGRAM ROAD, ALL WITHIN THE 5' WALL AND LANDSCAPE EASEMENT. A HOMEOWNERS ASSOCIATION SHALL OWN AND MAINTAIN THE WALL AND LANDSCAPING WITHIN THE 5' WALL AND LANDSCAPE EASEMENT EXCEPT THAT ALL GRASS AND LANDSCAPING ON THE INTERIOR OF THE WALL SHALL BE MAINTAINED BY THE ADJACENT LOT OWNER. 42. A DRAINAGE EASEMENT SHALL BE DEDICATED TO THE CITY OF OCOEE ALLOWING STORMWATER FROM INGRAM ROAD TO DRAIN INTO THE TRACT B RETENTION POND. 43, THE DEVELOPER AND/OR THEIR SUCCESSORS, SHALL BE RESOPNSIBLE FOR THE MAINTENACE OF ALL LANDSCAPE AREAS. LANDSCAPE AREAS SHALL BE KEPT IN A NEAT, HEALTHY AND ORDERLY APPERANCE FREE OF REFUSE AND DEBRIS. 44. UTILITY EASEMENTS TO BE DEDICATED TO ORANGE COUNTY. 45. DRAINAGE EASEMENTS TO BE DEDICATED TO THE HOME OWNERS ASSOC. 46. THE HOME OWNERS ASSOCIATION WILL OWN AND MAINTAIN ALL COMMON AREAS AND FENCES. 47. SIDEWALKS TO BE CONSTRUCTED THROUGHOUT THE ENTIRE PROJECT IN COMPLIANCE WITH THE CITY OF OCOEE. 48. 10' UTILITY EASEMENT ALONG ROW. 49. ALL PONDS TO BE DEDICATED TO THE HOME OWNERS ASSOC. 50. ALL WALLS AND FENCES SHALL BE OWNED AND MAINTAINED BY THE HOA. 51. REUSE CONNECTION FOR PROPERTY TO THE SOUTH WILL BE DEDICATED TO THE CITY OF OCOEE. 52. THE DEVELOPER SHALL CONSTRUCT ALL ROADWAY IMPROVEMENTS TO INGRAM ROAD AS DESCRIBED AND DETAILED IN THE FINAL SUBDIVISION PLAN. NEITHER THE DEVELOPER NOR ANY OTHER PERSON OR ENTITY SHALL BE ENTITLED TO ANY ROAD IMPACT FEE CREDITS OR OTHER COMPENSATION OF ANY KIND FOR, ON ® ACCOUNT OF, OR WITH RESPECT TO THESE IMPROVEMENTS PROVIDED, HOWEVER, ROAD IMPACT FEE CREDITS WILL BE PROVIDED ON A PRO-RATA BASIS FOR THE LEFT TURN LANE AT THE INTERSEC11ON WITH CLARCONA-OCOEE ROAD. 53. ALL MECHANICAL EQUIPMENT ON CORNER LTS ARE TO BE PLACED ON THE INTERIOR SIDE OF THE YARD AND © SCREENED WITH APPROPRIATE LANDSCAPING. ®54. THE UTILITY PEDESTALS ON LOTS THAT ARE LESS THAN 70' IN WIDTH WILL BE PLACED BACK 25'. ®55. PRIOR TO THE PLATTING OF THE PROPERTY OR ANY PORTION THEREOF, THE DEVELOPER AND ORANGE COUNTY SHALL ENTER INTO AN ESCROW AGREEMENT WHEREBY THE DEVELOPER AGREES TO ESCROW AN AMOUNT OF FUNDS EQUAL TO THE ESTIMATED COSTS OF IMPROVEMENT FOR THE SOUTHERN 800 FEET OF INGRAM ROAD, SUCH AMOUNT TO BE DETERMINED BY ORANGE COUNTY. THE CITY OF OCOEE SHALL BE NAMED A THIRD -PARTY BENEFICIARY OF THE ESCROW AGREEMENT. THE ESCROW AGREEMENT SHALL BE SUBJECT TO THE REVIEW AND APPROVALS OF THE CITY. ADDITIONALLY, THE DEVELOPER, AT THE TIME OF PLATTING, IS TO PROVIDE ORANGE COUNTY WITH A DRAINAGE EASEMENT OVER THE SOUTHERNMOST RETENTION POND LOCATED AT THE INTERSECTION OF INGRAM ROAD AND THE WEST ORANGE TRAIL. III, F.3 1 0 CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 VI W o� o O F N N M 0 �-�0) Z� cn m w > 0 i z 00 E r-) 0_ X U) Q r. W0 O O v o :2 Z F- z W M J w U U � M O -,D o 4# o ecs o � m CDLLJ w c" w o Q z w 6 LA F Of Q p o � U z = a - LL � Y o w U w w >- a z 3 U q LL F w U V LLJ w Q U O Cl W U ULLJ U 0 � U ot: 0 CL w d a pa'ooc.) V> aLLJ p w V)cnOf w W Z O_ w o o > w 5 w d U< =0:: V) 1- cn to cn W =000wLLI cnzzz� C) w co d N Q pp O O N - n I(7caI-0Da)Or JOB # 24110 DATE: 03/14/05 SCALE: N TS DESIGNED BY: CHM DRAWN BY: IAN APPROVED BY: CHM NT-2 SHEET 4 OF 46 III i i, i1rolmirlew LEGEND: -x--= Denotes fence line W, N Denotes water valve -o- Denotes sign I SCHEDULE OFBORINGS �, Denotes wood power pole ® Denotes meter box a -- - Denotes overhead power POINT NORTHING EASTING ELEVATION BORING Denotes covered area E- Denotes guy wire 401 1553836.2412 487335.1390 142.76 AB1/RB1 Denotes dirt road 10 Denotes electric box and / riser 403 1553957.1033 487144.4438 145.95 AB2/RB3 Denotes edge of pavement Denotes light pole 405 1554222.1293 486969.2710 147.86 AB2/RB2 Denotes underground drainage pipes 7] Denotes telephone box / marker / risen 40$ 1554624:6545 486563.9687 149.48 AB7 RB7 / ❑ Denotes catch basin Denotes contour elevation 409 1554985.6497 486176.5556 149.78 •AB9/RB9 Denotes mitered end section 142 150.21 Denotes elevation 410 1554565.7154 486160.2942 151.37 AB8/RB8 Denotes wood power pole (M) Denotes ,spot measured 411 1553696.1779 486884.2959 152.49 AB3/RB3 a- o Denotes trial boring 412 1554062.7238 486586.5875 150:68 AB4/RB4 Denotes (p) Denotes. description 413 1553746.2887 1 486207.1858 154.10 AB5/RB5 centerline FPC Denotes Florida Power Corporation 415 1554009.0109 1 486196.2021 1 153.24 AB6/RB6 R/W Denotes right-of-way LEGAL DESCRIPTION ( as provided by client PARCEL 1 ALL THAT PART OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, LYING SOUTHWEST OF THE SOUTHWEST RIGHT OF WAY LINE OF INGRAM ROAD. SUBJECT TO THE RIGHT OF WAY OF CLARCONA-OCOEE ROAD. LESS AND EXCEPT: PARCEL 2 A PARCEL OF LAND LYING IN THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST; THENCE RUN N 86'57'17" W ALONG THE SOUTH LINE OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER, A DISTANCE OF 693.25 FEET TO THE FORMER NORTHERLY RIGHT-OF-WAY LINE OF THE ABANDONED CSX TRANSPORTATION RAILROAD CORRIDOR (AS DEPICTED ON RIGHT-OF-WAY AND TRACK MAP SECTION V.12 FLA, SHEET 5); THENCE RUN N 73'31'29" E ALONG THE SAID NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 703.26 FEET TO THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF INGRAM ROAD (60 FOOT RIGHT-OF-WAY); THENCE RUN S 46'24'38" E ALONG SAID SOUTHWESTERLY RIGHT-OF-WAY LINE 37.60 FEET TO THE EAST LINE OF SAID NORTHEAST QUARTER OF THE NORTHEAST. QUARTER; THENCE S 02'32'39" W ALONG SAID EAST LINE, A DISTANCE OF 210.56 FEET TO THE POINT OF BEGINNING. SUBJECT TO THE RIGHT-OF-WAY OF CLARCONA-OCOEE ROAD. LESS AND EXCEPT PARCEL 3 A PARCEL OF LAND LOCATED IN THE NE 1/4 OF THE NE 1/4 OF SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SAID SECTION 5; THENCE S 02'33'12" E ALONG THE EAST LINE OF SAID SECTION 5, A DISTANCE OF 1366.74 FEET; THENCE N 86'57'33" W ALONG THE SOUTH LINE OF THE NE 1 /4 OF THE NE 1/4 OF SAID SECTION 5, A DISTANCE OF 1319.0 FEET TO THE INTERSECTION OF SAID SOUTH LINE WITH THE WEST LINE OF THE NE 1/4 OF THE NE 1/4 OF SAID SECTION 5, SAID INTERSECTION BEING THE POINT OF BEGINNING; THENCE N 02'01'34 E ALONG SAID WEST LINE, A DISTANCE OF 445.00 FEET; THENCE S 87'5826" E, A DISTANCE OF 50.0 FEET; THENCE S 02'01'34" W, A DISTANCE OF 358.4 FEET; THENCE S 42'2759" E, A DISTANCE OF 53.5 FEET; THENCE S 86'5733" E, A DISTANCE OF 680.1 FEET; THENCE S 73'31'29" W, A DISTANCE OF 149.7 FEET TO A POINT ON THE SAID SOUTH LINE; THENCE N 86'57'33" W ALONG SAID SOUTH LINE, A DISTANCE OF 625.6 FEET TO THE POINT OF BEGINNING. LESS AND EXCEPT PARCEL 4 A PORTION OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, LYING SOUTHWEST OF THE SOUTHWEST RIGHT-OF-WAY LINE OF INGRAM ROAD AND WEST OF WEST RIGHT-OF-WAY LINE OF CLARCONA-OCOEE ROAD, BEING MORE. PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF THE NORTHEAST 1/4 OF SAID SECTION 5; THENCE. RUN SOUTH .02'35'53" WEST, A DISTANCE OF 1152.28 FEET; THENCE RUN NORTH 46'23'58" WEST, A DISTANCE OF 53.81 FEET TO THE POINT OF BEGINNING; THENCE RUN SOUTH 73'31'29" WEST, A DISTANCE OF 88.16 FEET TO THE POINT ON A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 1701.20 FEET, A CENTRAL ANGLE OF 01'19'56", AN ARC LENGTH OF 39.56 FEET, AND A CHORD BEARING OF NORTH 59'01'21" EAST TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 466.00 FEET, A CENTRAL ANGLE OF 17'01'17", AND ARC LENGTH OF 138.43 FEET, AND A CHORD BEARING OF NORTH 32'35'57" WEST; THENCE RUN NORTH 48'53'24" EAST, A DISTANCE OF 5.41 FEET; THENCE RUN SOUTH 46'2358" EAST, A DISTANCE OF 166.91 FEET TO THE POINT OF BEGINNING. CONTAINS . 20.482 ACRES MORE OR LESS. SURVEYOR'S NOTES: Bearings shown hereon are based on the East line of the Northeast 1/4 of Section 5, Township 22 South, Range 28 East as being an assumed bearing of South 02'32'49" West. There may be easements and restrictions of . record and/or private agreements not furnished to this surveyor or shown on this boundary survey that may affect property rights and/or land use rights of the subject property. This Survey was performed with the benefit of a Title Insurance Commitment, prepared by First American Title Insurance Company, Issuing Office File Number 402896, commitment date January 14, 2002 at 8:00 a.m. There may be environmental issues and/or other matters regulated by various Departments of Federal, State or Local Governments affecting the subject- property not shown on this survey. This Survey was performed for the sole and exclusive benefit of the entities listed hereon and shall not be relied upon by any other entity or individual whomsoever. This Survey is not valid without the signature and original raised seal of a Florida licensed surveyor and mapper. Underground utilities and improvements were not located, unless shown hereon. Subject property shown hereon is in Zone X, area determined to be outside 500 year floodplain, according to Flood Insurance Rate Map panel number 210 of 700, map number 12095CO210 E effective date December 6, 2000. Elevations shown hereon are based on Orange County vertical datum, benchmark number R-207-002 having an elevation of 90.756 feet. W D 0) W U. OD W Z V W co a- = o i oc O LL z 0 (.• Q � c� 04 0 O o 3:rL z W z z O z W F- o Q _ }' L Z Q P z D Q w V) z � w z > Q cn n d- wCn V)�- r` O Q O w N =(.DOF-� :D O z XONOQ .. 0 z'-¢ L o LL w00D J I U K7 co <C LL r 00 Ed q. t , ', T I a .Q u�- 0.+ Z l �Z 'W - V V) z 0 " o 0 V) > N LIJ LL �L a o w e f- N < M Q JOB # 24033 DATE: 10-20-05 SCALE: 1" = 100 FEET CALC BY: JLR FIELD BY: JM DRAWN BY:_PJR/DM CHECKED BY: JLR SHEET 1 OF 1 I I,, Ll 11 :4 ilk I CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 V) Wo O 0 N n " 0 _Z Q0 XLLI m j z 0 W D p o� Q z W W J U IM 00 N r N O O I m Lj Ld n O z t] Q ZO W © U � S H (Z' fY N Q O it 6 0 U � o � U a z_ � v_ U Q F-- of W U vmommmmmmummommommommmom w w 0 0 OO U V U (n d I Co m > N > Ld � of � o W N f— N Q 00 N 0 rNP7d-LC)cOI�00a)Or T JOB # 24110 DATE: 06/10/05 SCALE: 1 " = 60' DESIGNED BY: CHM DRAWN BY: I AN APPROVED BY: CHM DEMO SHEET 6 OF 46 V 14' EASE QBEGIN 6' 4 PVC F QPVC FENCE WI' EASEMENT (TYI 05-22-28-ODC CITY OF 0 ZONING: CITY . T I--1 A /'\ Tt- CMAPTNTr RrATV V! W O d- OF- O N N M 0 cy) Z(�(10 wVF >z� QF00 X Qom.. W 0 �-- 00 v O g ZLOQ z W M J Q W 1 I. U U CD N %,0 n O $k O W 1 LLJ e e� p Q O Q z n Q W W z F 9 = D:f N Q:f = U g o < z = Q L, n Y O W U W W >- Q z 3 U � Q � z W �w U H z w M m 0 U f�2 w � f2 z z Z z z w w w w 0 OOi-00 � H U }U U U U U U V) w w w w w 0_ 0_ 0_ d 0_ D O 0 cl 0 W W w LU W U) > N > N > N > (n > W W W W W W p O O -,:z 0 W . M I-- 00 O N Q RCN t000I-(100)0- JOB # 24110 DATE: 06/03/05 SCALE: 1 » = 100' DESIGNED BY: CHM DRAWN BY: BAN APPROVED BY: CMM OV-1 SHEET 7 OF 46 0 0 _ I I I I ` ( o 0 o i I I I I I Q6' /W tA�' I 14' TRAIL ACCESS lEASEMENT TO CITY�E V R AEND 6' TYPICAL_/ BUFFER WALL ®BEGIN 6' TAN-/ PVC FENCE I ALL PARK IMPROVEMENTS TO BE BUILT BY THE DEVELOPER. I I VALLEY GUTTER 300V (TYP') DT1 ' I I I I I I I I t i t 4' CONCRETE 907 SIDEWALK (TYP.) nT1 TYPICAL 2 LANE INGRAM ROAD IT2 RIGHT-OF-WAY SECTION ^6' S/W& ' SIDEWALK rYP.) ®END 6' TAN. PVC FENCE AL 50' ROW nm J4 1PEDESTRIAN RAMPS T1 TYP') BEGIN 6' TYPICAL BUFFER WALL 300A TYPE "A" CURB DT3 TYP.) 212 TOP SIGN, STOP BAR DT1 CROSSWALK (TYP.) ti BEGIN 6' TYPICAL BUFFER WALL �2 TYPICAL 3 LANE INGRAM ROAD ' DT2 IMPROVEMENTS SECTION 3 r3001VI IAMI CURB TYP.) 6' s/w:&�, ti DT1 BEGIN 42" BLACK 4 5 ALUMINUM FENCE ON RETAINING WALL GRAPHIC SCALE 100 0 50 100 200 4t ( IN FEET ) 1 inch = 100 ft. ree VA CURVE TABLE CURVE LENGTH _ RADIUS C1 172.23 75.00 C2 101.07 200.00 C3 101.07 200.00 C4 117.81 75.00 C5j 88.76 75.00 C61 92,441 75.00 LINE TABLE LINE LENGTH BEARING Ll 176.13 N43.35'27'E L2 302.31 N46'24'33'W L3 230.22 S02001'12'W L4 176.55 S02°01'12'W L5 354.55 S87.58'48'E L6 191.62 N24.12'35'E L7 335.16 N46.24'33'W LB 34.71 N22'11'41'W 3 5 SIDEWALK TO BE BUILT WITH INFRASTRUCTURE BY DEVELOPER. ALL OTHER SIDEWALK TO BE BUILT WITH INDIVIDUAL HOUSE CONSTRUCTION. DT TYPE "F" RB (TYP.) END 6' TYPICAL /-BUFFER WALL O2 TYPICAL 3 LANE INGRAM ROAD DT2 IMPROVEMENTS SECTION BEGIN 6' BLACK ALUMINUM ENCE WITH BRICK® ' COLUMNS :.. 10' FENCE EASEMENT END 6' BLACK ALUMINUMQ ,-FENCE WITH BRICK 4 COLUMNS END 42" BLACK ' ALUMINUM FENCE 4 5 `.., ON RETAINING 5 6' /W 5' AINAGE 'EASEMENT CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 0 W 0 o 0 � N F, 0 I ` 112 _z ¢(n00 X QL� W Gov I-- 0 oQ Lo_j Q "' z W W J U M 00 r (o o o W I w n o z o Q Z W W 0 of `.©O4 [If N Q O o 0 Ld U w w > a Z � U Q P w=Of U �U-' � Q � 2 z z 0 m m N � o 0 0 p U U - �Q � }U F_ U U CJ U Q in OZ W LLI W W O a- a. 2 p EL p p p (n p W W N LJ N LLI U) p LLJ = 5; fm LLI p QEk::=mQ W LLI W p o o oD o W N d N .- Q C.- O r-Nt'�d LO(Ot-000-'01— JOB # 24110 DATE: 03/14/05 SCALE: 1 " = 100, DESIGNED BY: CHM DRAWN BY: IAN APPROVED BY: CHM ST-1 SHEET 8 OF 46 � I I 1 11 l_ CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 Q 0 O Z J l.� a J 0. C� Z 0. a: 1- ry Cn o 0 Z a t� z Z C� co ZW W ® o U O VI Wo 0 0 d N F, " 0 I'Do _Z a�00 X Q~r, W � p v 0 ;!- � J Q I- Z W n W I U U T M 00 0 0 I W w n O ® p Q O W ' W 0 U = CY Of N Q 8 O X _ 0 U Of a.. z Q _ U- 0 LLI p a z � � CD Q F- W = U U r- z w 0 (n v z w v � w a w z � O 00 LLj > w > W U = ry O O W rn N I- -- N Q N O if�COf-00rn0T � T JOB # 24110 DATE: 08/19/05 SCALE: 1 " = 6 0' DESIGNED BY: CHM DRAWN BY: IAN APPROVED BY: CH M SS-1 SHEET 9 OF 46 CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 0 Wo o 0 N F, 0 " Z LJ ¢�°° X (A _ W a~`, '— O O v Q � J Q PI) z W W J U .` C) M 00 N r _ O O W W O CrD 0 z co z W W O _ < [If N Q O o O Li p Li v_ Q F- W U v w w 0 0 0 U U U O CL a o o (/) 0 0 W O .N- *- N ni'l tt 4100 a) 0 — JOB # 24110 DATE: 03/14/05 SCALE: 1" = 60' DESIGNED BY: CHM DRAWN BY: I AN APPROVED BY: CHM DR-1 SHEET 11 OF 46 Type A Or 8 Fence �{ ° Note: Bales to be staked at the direction of the Engineer. ° i ° a, T Anchor Bales With 2 - 2' x 2' x 4' • 5 SW On Centers ( Typ. j Sidewalk-� Stakes Per Bale. Loose Soil Placed By Shovel And Ae Require : Lightly Compacted Along Upstream Few Of Bales 1, 0 BALESGV BY �� 4®rAkpron Ditch p�� 1,1LIU= Ditch Anchor Bales With 2 - 2' x 2' x' Y^� Overlap Ends Curb dr Gutter Curb do Gutter Stakes Per Bale. - F➢I slope PARiiAL INLET COMPLETED INLET DITOH BOTTOM''. INLET Sod ELEVAnoN PW IEC I CN AROUND NLE M OR SMLAR S1TiUC7lAW ° - TO BE USED AT SELECTED SITES WHERE THE Sod ° NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE Loose Soil Placed By Shovel And Lightly PLAN Compacted Along Upstream .� Edge Of Bales. Anchor Bales With 2 - 2' x " 4' now Stakes Per Bate. Post Roil Bales To But �,,,... Anchor Bala With 2 - 2' x 2' x 4' � ' Stakes Pare Bale. Po pt (Options: 2' x 4' I Optional Post PosiU Principle Post Position ) 1' Min. Recommended 2� In. Dia. Wood; Steel ° Q ,r - (Canted 20 Toward Flaw PLAN Loose Soil Placed By Shovel And Lightly 1.33 Lbe/Ft. Min.) 6' Max. ConformanceFilter Fabric ( With in ss� Yr ELEVATION 8' Mln Compacted Along The Upstream Edge Of Bales. Sec. 9B5 FOOT Spec.) I o Filter Fabric Spacing: Bale barriers for paved ditches should be spaced In accordance with Fill Slope Z 3 Chart3, Sheet 1 of 3, Index No. 102 a; 5 4 L Ilt Flow BAWER FOR PAVED DITCH ELEVATION '' N � • TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE ELEVATION W"ON Woven Filter Fabric In Absence Of Established Grass (Approx. Secure Edges By Entrenching And ��p��,•pQ yip n, /�� Extend Under By and Bales. Fabric BARRIERS FOR Flit. SLi0PE5 Note: Silt Fence to be paid for under thecontractunit price for Staked Silt Fence (LF). Shall Meet The Th Standard eOf Section985 OfN OFENCE Spectficotions. Coat Of Fabric To Be Included IThe Contract Unit Price For Baled H ay Or Straw, TN; ........Vim Loose Soil Placed By Shawl And Lightly %o I Loose Soil Placed By Shovel And Lightly t Compacted Along The Upstream Edge Compacted Along The Upstream Edge Of Bates. Of Bales. PLAN PLAN Ran Past - - �� -a + .9•-� now ' T 1' Mln. Recom �1'11n.d .. - Anchor Lower Bales With 2 - 2' x 2' x 4' Stakes Per Bale. - Note: Spacing for Type III Fence to be in Anchor Tap Bales To Lower Balsa With 2 - 2' x 2' x 4' Stakes Per BaAnchor Bales With 2 - 2° x 2' x 4' Stakes Per Baleacoordance with Chart 1. Sheet 1 of 3 ELEVATION ELEVATION and ditch Installations at drainage structures Sheet 2 of 3. ' Application and Spacing: The use of 'rea]' do II bale barriers should be limited to the - Type [if Silt Fence Protection Type III Sllt Fence 1 It conditions outlIne to Chart 1. Sheet 1 of 3, Index No. 102 Type --- Silt Fence Around Ditch Bottom Inlets TYPE 3r iWE r Do not deploy to a manner that silt fences will act as a dam across permanent flowing jk. -pp1�� p lug! ��l� �Y l�L�+ watercourses. Slit fences are to be used at upland locations and turbidity barriers 1 ` BARRER FOR UWAVED 0110O"wl used at permanent bodies of water. 102 BALED HAY OR STRAW BARRIERS AND SILT FENCES �T �� PP(,`S _ . . oa„ PARK (33,5DO S.F.) I o TYPE 2 INLET STS SIR 0-17 TYPE 2 INLET sTs sTIR >P-te /\ \ \/ 32 TYPE 2 INLET sTIR d1-20 29 ' TYPE TIR t0 77 � \ � TYPE 2 INLET I STR /1-19 \ \\ 34,.. \.. / /� \ T3 \ STORM MANHOLE / \ \ TYPE 1 INLET STS STR 1/J-9 STS SIR \ i36 27 � I �\ \ \TYPE 1 INLET 37 \ \ STR k0-8 iTYPE I INLET\ \� X 26 I to 38 \ \ TYPE 2 INLET \ \ \ �� / \ LET M STIR f -12 39 \ ° ��9 (/ 1 \... STS ESTIR W 1 STORM MANHOLE L___- 25 I 1 j STORM MANH 2 ( ETS STIR #J-2 F� L� /,I-1 \ < 2 55 40 I ANH03 \ \ sTs�E INLET -------- ,GLS7�,52.00 '\ \� - INVVN- 147.57 P-20 \ \ \ „,I I INV. odIIT-147.57P �\ \` \\\ t P-21 572LF* `I t(TYPE 1 INLETSTS30 \STS STIR P-4 \� \ [_ O 0\ TYPE , INLET 54 42 / \ srs STIR 01-3 \/ STORM MANHOLE 23 Q \ \ \ / \ \ STS STR tin-10 \ TYPE 2 IN� \ b \ 5> P 34 101 2 INLET t STS STR /I-14 \43/ \ Q \ \ STS 18 C v STS TR /I-13 M.E.S. I II II INV. IN=O P C\ \MH 53 22 DRY RETENTION POND #t \ \\ \ M. 44 > E: I STORM MANHO I I II II I 5TS STR /J-o 1m N/OfiRgIX_ i 52 TYPE C INLET CTYP. M MANHOLE /l r / II T\\6/ RII 21 INV. OUT 147. 80 YPesRIN STS#�TYPE T \\... •\\ �.., .. I L 51 L20 I S75 24 CP O 0.3% TYPE INLET ' �2 INLET 111INLET /1-ib RM MANH / STS STR {�I-18 I STS STR I STS /�-� STS 5TR /J-3 M.ES. (TYP)� 142. I I I ' //�� sis sTR p-z 19 � - - - - 49 - L48 7 � � / // / \ \� INV. IN 00 P-1 50L TYPE C INLET Zj INV. OUT = 141.00 `\9 DRY RETENTION POND ¢2 2838'28'N � 81'31'41'W INLET] F 7 STIR 0-10 TYPE 1IN 10 16 L 15 � 14 13 L 12 M �101-s 71 LF STS 15 RCP O 0.0011 / J HO STORM MANHOLE (1 YP.)� _ -- - STS rr, STORMWATER POLLUTION PREVENTION NOTES: 1. THE CONTRACTOR SHALL EXECUTE ALL MEASURES NECESSARY TO LIMIT THE TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT TO THE VOLUME AND AMOUNT THAT ARE, EXISTING PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THIS CONDITION WILL BE SATISFIED FOR THE TOTAL ANTICIPATED CONSTRUCTION PERIOD. PROVISION MUST BE MADE TO PRESERVE THE INTEGRITY GRADING PATTERNS, ETC. REQUIRED TO MEET THIS PROVISION THROUGHOUT THE LIFE OF THE CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE HAY BALES, SILT BARRIERS, TEMPORARY GRASSING, ETC. AS REQUIRED TO FULLY COMPLY WITH THE INTENT OF THIS SPECIFICATION. 2. NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE OR INTO ANY ADJACENT WATER BODY OR STORMWATER COLLECTION FACILITY. 3. THE SURFACE AREA OF OPEN, RAW ERODIBLE SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR EXCAVATION AND FILLING OPERATIONS SHALL BE CONTROLLED, SO THAT THIS OPERATION WILL NOT SIGNIFICANTLY AFFECT OFF -SITE DEPOSIT OF SEDIMENTS. 4. INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT LADEN STORMWATER RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS THAT MAY CONTRIBUTE SEDIMENT TO THE INLET. 5. AREAS OPENED BY CONSTRUCTION OPERATIONS THAT ARE NOT ANTICIPATED TO BE DRESSED OR RECEIVE FINAL GRASSING TREATMENT WITH IN THIRTY DAYS SHALL BE SEEDED WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY COVER, DURING THE SEASON IN WHICH IT IS PLANTED. TEMPORARY SEEDING SHALL BE CONTROLLED SO AS TO NOT ALTER OR COMPETE WITH PERMANENT GRASSING. THE RATE OF SEEDING SHALL BE 30 POUNDS PER ACRE. 6. THE SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED AS REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. 7. IF AFTER 14 DAYS, THE TEMPORARY GRASSES AREAS HAVE NOT ATTAINED A MINIMUM OF 75% GOOD GRASS COVER, THE AREA WILL BE REWORKED AND ADDITIONAL SEED APPLIED TO ESTABLISH THE DESIRED VEGETATION COVER. 8. ALL FEATURES OF THE PROJECT SHALL BE CONSTRUCTED TO PREVENT EROSION AND SEDIMENT AND SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION PROPERLY WITHOUT THE TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT. 9. ALL DISTURBED AREAS OUTSIDE THE EXCAVATION AND FILL LIMITS WILL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THEIR CONDITION PRIOR TO CONSTRUCTION. 10. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTENANCE OF ALL NEWLY PLANTED GRASSES OR VEGETATION AND RETENTION/DETENTION FACILITIES UNTIL THE WORK HAS BEEN ACCEPTED BY THE COUNTY. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF EMBANKMENTS AND SHALL REPLACE ANY PORTION, WHICH IN THE OPINION OF THE ENGINEER, HAS BECOME DISPLACED DUE TO EROSION OR DUE TO CARELESSNESS OR NEGLIGENCE ON THE PART OF THE CONTRACTOR. 12. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS CONTROLLING POLLUTION OF THE ENVIRONMENT. MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO CONTROL EROSION AND SEDIMENT RUNOFF FROM THE SITE DURING CONSTRUCTION. SUCH METHODS SHALL BE IN ACCORDANCE WITH THE CURRENT FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS. 13. ABSOLUTLEY NO WORK WILL BE ALLOWED WITHIN ANY CONSERVATION AREA, BUFFER AREA, MITIGATION AREA OR DESIGNATED WETLAND AREA UNLESS SO SPECIFICALLY DESCRIBED BY THE PLANS AND GRANTED BY REASON OF PERMIT FROM THE GOVERNMENTAL ENTITY HAVING JURISDICTION OVER SAID AREA. 14. PRIOR TO CLEARING AND GRUBBING, THE LIMITS OF WETLANDS, BUFFERS WETLANDS, BUFFERS AND MITIGATION AREAS SHALL BE CLEARLY MARKED ALONG THE PROPOSED RIGHT OF WAY LINE TO PROTECT THESE AREAS FROM ENCROCHMENT FROM CONSTRUCTION ACTIVITIES. 15. ALL FILL EMBANKMENT AND GRADED AREAS SHALL BE PROTECTED AGAINST EROSION BY METHODS STATED IN SECTION 104. F.D.O.T. STANDARD SPECIFICATIONS FOR BRIDGE AND ROAD CONSTRUCTION. SIDE SLOPE MAY BE SEED AND MULCHED, PROVIDED THAT THE MULCH MATERIAL IS DISC HARROWED AND THE SIDE SLOPES ARE NEITHER GREATER THAN 3:1 NOR PART OF A DRAINAGE CONVEYANCE. 16. REFER TO POND DETAIL SHEETS FOR EROSION CONTROL MEASURES AT POND OUTFALLS. 17. EROSION CONTROL AT ALL INLET DRAINAGE STRUCTURES DURING CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH INDEX NO. 102. 18, INSPECTIONS ON EROSION CONTROL MEASURES WILL BE PERFORMED BY THE CONTRACTOR ONCE PER WEEK AND WITHIN 24 HOURS AFTER 1/4 INCH OF RAINFALL. THE INSPECTIONS MUST BE LOGGED BY THE CONTRACTOR AND KEPT WITH THE APPROVED PLANS AND SWPPP. 19. GRAVEL CONSTRUCTION ENTRANCES SHALL BE PROVIDED TO MINIMIZE EXPORT OF ONSITE DIRT. IF GRAVEL IS NOT ALLOWED, THE CONSTRUCTION ENTRANCES SHALL BE SWEPT PERIODICALLY AND LOGGED BY THE CONTRACTOR. NOTES: 1. TOTAL PROJECT AREA: 20.48 AC. I� F 2. TOTAL DISTURBED AREA: 20.48 AC. CREPE O 1.17X Ij 3. SECTION 5; TOWNSHIP 22 SOUTH; RANGE 28 EAST t �3 4. DESCRIPTION OF CONSTRUCTION ACTIVITIES AND THE CONSTRUCTION SEQUENCE 141.00 P-34 ARE TO BE COMPLETED BY THE CONTRACTOR BEFORE TiME OF CONSTRUCTION. i, 5. PERMANENT STABILIZATION TO INCLUDE, BUT NOT LIMITED TO; MULCHING, SODDING PERMANENT SEEDING, AND RIPRAP. I X EX. INLET RIM - 142.78 INV. IN - 141.00 SOILS LEGEND ENTIRE SITE 38 ST. LUCIE GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. 400 EROSION CONTROL: THE CONTRACTOR SHALL PERFORM EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF OCOEE STANDARDS, DETAILS CONTAINED IN THE PLANS, THE FOLLOWING NOTES AND AS DIRECTED BY THE ENGINEER. A. TEMPORARY EROSION CONTROL 1. STOCKPILING MATERIAL. NO EXCAVATING MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE OR INTO ANY ADJACENT WATERBODY OR STORMWATER COLLECTION FACILITY. 2. INLET PROTECTION - INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT- LADEN STORM RUNOFF DIRECTLY OFF THE PROJECT SITE OR INTO ANY ADJACENT WATERBODY OR STORMWATER COLLECTION FACILITY. 3. TEMPORARY SEEDING / STRIP SODDING - AREAS OPENED BY CONSTRUCTION OPERATIONS AND THAT ARE NOT ANTICIPATED TO BE DRESSED AND RECEIVE FINAL GRASSING TREATMENT WITHIN THIRTY DAYS SHALL BE STRIP -SODDED ALONG ALL DEDICATED ROW's. THIS WILL PREVENT SEDIMENT RUNOFF FROM INDIVIDUAL LOTS INTO THE ROW AND DRAINAGE SYSTEMS, AND WILL NOT LATER COMPETE WITH THE PERMANENT LOT GRASSING. 4. TEMPORARY SEEDING AND MULCHING - SLOPES STEEPER THAN 6:1 THAT FALL WITHIN THE CATEGORY ESTABLISHED IN NOTE 3 ABOVE SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA TO A DEPTH OF 4 INCHES. 5. TEMPORARY GRASSING - THE SEEDED OR THE SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED AS REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. 6. TEMPORARY REGRASSING - IF AFTER FOURTEEN DAYS, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75% GOOD GRASS COVER THE AREA WILL BE REWORKED AND ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED VEGETATION COVER. 7. THE CONTRACTOR SHALL PLACE HAY BALES AROUND ALL EXISTING AND NEWLY CONSTRUCTED INLETS TO CONTROL EROSION DURING CONSTRUCTION. 8. MAINTENANCE - ALL FEATURES OF THE PROJECT DESIGNED AND CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED. B. PERMANENT EROSION CONTROL THE EROSION CONTROL FACILITIES OF THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON OFF -SITE FACILITIES. ALL STORMWATER DISCHARGE FROM THE PROJECT LIMITS SHALL BE ROUTED THROUGH DETENTION BASINS TO TRAP SUSPENDED SEDIMENTS AND DISCHARGE FACILITIES FROM THESE BASINS SHALL BE PROVIDED WITH A SKIMMER DEVICE TO TRAP FLOATABLE DEBRIS. 1. PERMANENT SEEDING - ALL AREAS WHICH HAVE BEEN DISTURBED BY THE CONSTRUCTION WILL, AS A MINIMUM, BE FERTILIZED AND SEEDED. 2. PERMANENT SEEDING AND MULCHING - SLOPES OF 6:1 TO 4:1 INCLUSIVE WILL BE MULCHED WITH A UNIFORM THICKNESS OF APPROXIMATELY TWO INCHES, LOOSE MEASURE, OF MULCH MATERIAL INCORPORATED INTO THE SOIL BY MIXING TO A DEPTH OF FOUR INCHES. 3. PERMANENT SODDING - ALL RETENTION/DETENTION BASINS SHALL BE SODDED WITHIN THEIR LIMITS. ALL EXPOSED AREAS WITHIN PUBLIC RIGHT- OF-WAYS WILL BE SOLID SODDED. OTHER AREAS WITH AREAS WITH SLOPES STEEPER THAN 4:1 WILL BE SODDED. 4. STRIP SODDING - STRIP SOD SHALL BE PLACED ADJACENT TO ALL CURBS, WALKS AND PAVEMENTS. 5. REGRASSING - ALL GRASSED AREAS WILL BE MAINTAINED TO ASSURE A GOOD STAND AND SUFFICIENT GROUND COVER TO MINIMIZE EROSION. IF, AFTER 60 DAYS AN ADEQUATE GROUND COVER HAS NOT BEEN ESTABLISHED, THE AREA WiLL BE REGRASSED. 6. ADDITIONAL FERTILIZATION - GRASSED AREAS NOT ACCEPTED WITHIN 90 DAYS OF THEIR COMPLETION SHALL BE FERTILIZED. 7. FOR ADDITIONAL SODDING REQUIREMENTS, REFER TO THE LANDSCAPE PLANS. I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND TERMS AND CONDITIONS OF THE GENERIC STORMWATER PERMIT ISSUED PURSUANT TO SECTION 403.0885, F.S., THAT AUTHORIZES THE STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. NAME: SIGNATURE: DATE: ADDRESS: TELEPHONE: I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND TERMS AND CONDITIONS OF THE GENERIC STORMWATER PERMIT ISSUED PURSUANT TO SECTION 403.0885, F.S., THAT AUTHORIZES THE STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. NAME: SIGNATURE: DATE: ADDRESS: TELEPHONE: I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND TERMS AND CONDITIONS OF THE GENERIC STORMWATER PERMIT ISSUED PURSUANT TO SECTION 403.0885, F.S., THAT AUTHORIZES THE STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. NAME: SIGNATURE: DATE: ADDRESS: TELEPHONE: I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND TERMS AND CONDITIONS OF THE GENERIC STORMWATER PERMIT ISSUED PURSUANT TO SECTION 403.0885. F.S., THAT AUTHORIZES THE STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. NAME: SIGNATURE: DATE: ADDRESS: TELEPHONE: CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 Q 0 coO J L� 0 0. O 3:: 11 ca L,J LtJ O U Z C'0 O U VI Wo 0 0 N O� � rn z � 0� -z ¢ LL rn XIn 00 W boo I- 0 ¢ o F- J Z _W � U �0 0 o w DO Ld C.L'2 o C::, o 0 ¢ z Li 1 LL.I U � � r H ry N Q O o U 5 Z = Y O z 3:¢ U CD r.) LL QOf LLI = U C.) JOB # 24110 DATE: 10-19-05 SCALE: 1» = 100, DESIGNED BY: CHM DRAWN BY: IAN APPROVED BY: CHM CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 1 V) w 0 0 14- N F, "o 0 � . m- cm) -0�0 LJ < a- 00 x (f) Ld < — F- r, w 0 0 Z) 0 0Z zLO < w 00 14) LLJ 0 r) ;- 0 EN 0 0 0 1 Li z to C= < z 0 C--.) Ld F- CLI N < 0 of 0 0 U 5E F- D CL U- 0 y Li p LLJ CD < = LLJ LLJ L) era ■�� JOB # 24110 DATE: 03/14/05 SCALE: 1 11 = 601 DESIGNED BY: CHM DRAWN BY: IAN APPROVED BY: CHM GR-1 SHEET 13 OF 46 160 150 140 DATUM ELEV 130.00 Qi d- STS STR. #1-13 STA.=18+ 8.39-17.5 RT:\ SAN MH #6 / STA. = 1 +95.46 I� SAN MH #8 STA. = 14+72.07 STS STR. I1 11 }t N STA.=15+98.40-17.5, RT. / SAN MH #7 \ STA. = 1 +19.94 y --- 51 CPZ WM 8 PVC / r i STS STR. ##I-15 STA .=20+59.86-17.5 RT. \ \ > _ SAN MH #5 i STA. = 21+18.98 - / 6' 1 `w e STS STR. #1-16 \ STA.=20+35.95-17.5 LT. SAN STA. MH 21+91.36 - �\ \ ` w \ MP�G� P`,, a, i i / �\ STS STIR. -12 / �\\ \ STA.=15+98.40-17.5 LT. \ / STS STIR. #J-12 STA.=17+18.87-16.6 LT. STS STR. #1-14 STA.=18+18.66-17.5 LT. STS STR. �{ 5 STA.=11+84.56-17.5 LT. � .SAN MH 112 STA. = 1 +84.09 - 25.8 RT NMH#11 A. = 12+67.07 - WM 8 PVC S STR. #1-6 A.=11+94-17.5 RT. I / , 10' UTILITY EASEMENT / TYP. FRONT OF ALL LOTS S STR. #J-14 A.=18+88.25-17.5 LT. STOP SIGN AND BAR 212 2 / (TYP.) DT 1 '; � � `—RWM 4 PVC 12" X12" TEE (2) 12" X 8" RED 8" TEE (2) 8" GV / 8" X 4" RED \ / Q 4" GV QRWM 8 PVC tiFFj.��F Alp m 1 a 7(L 0_ O N 00 N s} +- i00 em II iw- - cq II En go u cn 110 4 A 0 v7m �> ��ZZ rnrvZ (2) 8" G.V. (1) 12" G.V. WM 12 PVC ONN LO N cD o_ NLn NI d ®11 a- a-n-co Ir, 1 1 aa-L A N rr� �0 to � s} IqcO l- 1 Ord r�� d0 i 00� -- II ;c3:1 ccv Ln °-: II T II In 11 II E- U-)� In � E- �'- -n II II -i 50 00 O NN � 0- .10 En H tnO:ZZZ 11 =N >: >: Z� II H 11 z0 cn > I-- Z V)d'ZZZ »> N N I cfl0 ra NN N� 04 cV I n.t00 �� ( d i a o ° �� a 4 rn a a i� O zQ- » Q al 4 �, d 4 Q N 0 m L0 � O� co Md p� �, N N� ��zz 17 d QG11� d0d� N O �.- `-d O06 to �� r CA d'D Oto � N�� NO M N �� II Ca r CCI I Odd CD ► O 1 �� - ..- � I W tf7 Od IM O tD f 1 _ rn 11 - o it _ `- II II = `n O d �- II _ In = II O + _ + 11 II f- M zp LO II + tq t- 'n I1 �- .- In _� o zp II 11 11 p II II II IY�Z� N�>O II 11 II II z� N II II � II zp N II II p II zp II p z II QgZ cno'- Q tQ�Z II > IJi > ¢ zz Q ~�ZZ 11 > �Z Q�zz � ¢� cn ��> �> > I- - Q�>j cn a_ Z Z F- (n w w w ¢ w -zz Ul - - N -- w cnEE- ¢ w ir- cnEE-- Q I-- W cn� z - cn�zz w Z K a I¢- cn 1. 5 F- ( cn 5 ccl) CA 5 S 5 a- 0_ -0.30% 0.30% A -0.30% o -0.31 .30% 0.52% -18 35 LF P-25 35 LF P-9 - - -" - WM 8 PVC _ TS"'f 5 RCP STS 15 R 1711 - ._. _ P-22 42 LF -- -- STS 18 RCP 0 0,20% ' ... / / / .. .. y / r,... / ' y ' /�' 999 - P STS 26 93 LF 4 RCP @ 0.10 o S® 75LF 8 RCP P-23 149 STS 18 RCP 0.13% STS 15 RCP (>� 0.21% P-8 194 LF ST5 4 RCP ®0.10% � :r. :A W¢i4ti . � ' •� � .. 0 LF P 8-7 a 48 LF S 8 ,cx / •"`£•� VC ® 0.307 Y „ ya:F.� .,,� . ' II P-20 Ya. _ - S .h. ^+� >.�a 188 LF _�.... .Y - SAN 8PVC ®0.3% S- L =i� RCM 4 PVC STS 0 RCP SAN 8 VC CAA 0.30% LF I. I 0.1 % SAN 8 PVC 0 0. i N 'r rn NtC14M O In O rn O 00O -0 a N O cD 00 O d O 00 OaO 0 O InN pO d- O O U7to O O' Ln tD O o tD f N O a) to 0 n E 17 to 00 to N o tD r rn tNoO N rj ao t•o- - � - r r to tl tl to If GRAPHIC SCALE 50 100 ( IN FEET ) 1 inch = 50 ft. WM 8 PVC "'—RWM 4 PVC 0% 200 CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 Q coO cf) w JUL a a. o LL a. w O U O Z LL- 0 0 s � U V wO �r OF- O N N n 0 U-- 0.) IV ct Ld 00 X U)D W �F 0O O v O :2 z to < z W 00 �' J Q w J (1 U V •—I IM 00 C'4 .D o k I m L, j w 0 O z Q Q z o _® w_ ry N Q ED O U 2 a a Of o w U a z 3 U CD A F Q W = U U w Z F- p LLA W W UCL m m zwoo oov� V) o-¢� Ld � z O aCDaa 05 0 0 0 0 > cn Dcwnccn W w tr w w w of ry Ln o o W 00 N d Q rNi7d U')COI1-ODa)0`- JOB # 24110 DATE: 05/25/05 SCALE: 1 "= 50' DESIGNED BY: CHM DRAWN BY: IAN APPROVED BY: CHM 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 PP-1 SHEET 14 OF 46 I I i M.4, jrc -INE SEE SHEET GRAPHIC S C ALE 50 0 25 50 100 20D I I STS STIR. 9-10 I I I I STA.=23+ 0.10-17.5 RT. I I ( IN FEET ) I I 8" TEE 1 inch = 50 fL SAN MH 10 8to 8" GV 3 STA. = 32+49 - 4 4„ GV4 RED I I I STS STA.532+33.99-17.6 LT. SAN MH #3 STA. = 23+63.79 - 6.0 RT \, II a I I I 90' BEND A . � �=•-, � � 6" PLUG VALVE \ / roe i� RWM 8 PVC 3� I � I I STS STIR. M-23 STS STIR.I-4 I STA.=25+06.75-17.5 LT. S21.64-17.5 L . AN MHLS STA.=31+ I i ` STA. = 22+44.70 - 60.1 LT FM 6 PVC FM 6 PVC _ / / 212 STOP TYP SIGN AND BAR Q T5 STIR. 1-2 STA. 27+84.19-17.5 LT. �/ / DT 1 ) WM 8 PVC _ STS STIR. ##J-1 STS STRI-9 STA.=29+55.16-20.3 STA. STS RT. TH �> 45°N NOR SAN MH #2 � � S =� / •..k STA. = 26+00.19 - 6.0 RT STS STIR.#J-4 - STS STIR. #I-3 STA.=26+28.19-16.1 LT. - �STA.=29+52.35-17.5 RT. STS STIR. #J-11 STA.=28+8 2.45-9.4 LT. SAN STA.STS S2 +J2.03-17.5 LT. a / STA. MH 2.$+86.21 - 3.3 RT SAN MH #1 STS STIR. #I-1 STA. 27+47.03 - STA.=27+ 4.04-14.2 RT. N aLO �� -N mN I 0Nq. N!V II L KEYMAP I m 160 150 140 DATUM ELEV 130.00 Mi to I N V7 Z II— LO i ° cc 1 Ln 1 I EL ro d, < ��> N z —4P oo D_� r d LOLO I � A 0_ Z 07 4 Z K f cc C-4 co j - N O d- 0_ M n0 1 1 N j r7 I N d N � I _ p I N j Ln rri� d `' r � p d � •- rn N 5 N d D �D r7 � .- � L7 .- i ,- N I II II a- a d N CL �D tA� Mo`- �d II N I d O o� LTO L0 �dLn't O `-� �d I O_O Ln LL.N �� aoo I I n' n-ao 0 �O 11 O II z0 —p -t �N NNE N 6Ki� cn II o Ln 11 I 0 11 it d. �- `- "� M t° f.S7 fn 0) rn N d- �_ > N » I cV`t Ln d-'- LO It `� Or,vi '- •- ��? _ D 11 ?p Fes_ Ln H N 11 IIii N 11 O d �•- II ��t'- N) d r2 rn L7i _ `r'`�� N N 1 — T d N� d ro O a z cr — V) Z z . — — 0) '' II 11 f I II 11 II 0; 11 z cn p o z z II o d II H nj II .- it d .- II rnLn L>o 11 �- o �� F o zzp _ II z Q�zz tn�-- 4 cn ��z ��zo » > �`- 11 —O V) o 11 ZO �'' II n _ II II + � r °° d- °D II it _� 11 ' cn 11 ?O cn 11 z�> — N0:— Z Z ZZ N E— O Z pm»»> Q- --- ZZ I—�» -- ~ZZZ tnOC-- cn V)wKZ zZZ Q J EnFr�`— 52 LF A En Uj P-15A 5 ----- STS 15 RCP 0 0.56% > a - 1.6290 _ ---- -- M 8 P-15 25 LF STS 18 CP � 0,84y p-1 83 LF P 2 32 LF P-13 90 LF S' S 36 RCP � ` ttg ° ' ' '' ' ' LF P 4 64 LF P-6 1 �STS P 0 0.28% -7 112 LF STS 24 RC ® 0.27 P 3- 8 LF S 8 P _ C 0.30% P2-1 148 F SAN 8 PVC 8 PVC ®0• ° RWM 8 PV Q -12 62 LF - 1 8 F SAN 8 P 0.30% P 11 _ S N 4 P-5 38 F STS 18 F CP 0 0.20% P 1-LS 60 LF-7 AN 8 PVC 0 0.50% tD a0 ro co 00 O 7� D 00 A O (D P- L 0 O m O O m0; Ln cDN N Ln dOd� 1OQ-j ID�jr N NO NO Ln OQ N OO 0; 6 d c �7 t d' 0000 m00 dn 0N co 0; m6 d t � Od �tt ,N TO rW ,1 I P-8 194 LF STS 24 RCP 0 0.10% WM 8 PVC RWM 8 PVC A3 FM 6 PVC P 12-11 282 LF SAN 8 PVC ® 0.32% P-10 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 I T , VA 11111111] 4 1�k CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 UI WC >O N N pry O LL- Ivi In 0) > z it v o 00 Q U W �' p W 0 � o O Zp v 0 � Lo Q ~ z W 00 Q J w J rl U V pr) CO N r r . L �D o O I m L,J w d z '_ ¢ o w CZD cli r ry N z 0 0 z Q _ Q W U w } a z 3 v U Q Q Li U 0 0 W W J J z �7- z w _ w O w I U Z E �¢ Z 0 cn U O W W W N O LZ cD ()- a 0000N w cnU)tocnw w w w o i > > > > o W w w w w o I y Ld Lr Uj L LP) 0 Ln 0 Ln 0 Lo 0 to o W co� N M N Q o CO 00 o rNP��ttnc011-00m0— JOB # 24110 DATE: 05/25/05 SCALE: 1 "= 50' DESIGNED BY: CHM DRAWN BY: IAN APPROVED BY: CHM PP-2 SHEET 15 OF 46 4 12" X 12" TEE (2) 12' X 8" R E D (2) 8" G.V. STS STIR. #1-8 STA.=10+97.60-27.5 LT. Q 3 8" TEE (1) 12" G.V. 8" X4" RED (2) 8„ G.V. (1)4"G ILL00 I I _ I RWM 6 PVC I000 RWM 8 PVC CONNECTION 0 00 Q RWM 8 PVC ) �;00 ,00 45' 09 STS STIR. #J-9 IUA-0 11 6. STA.=11+ 2.53-28.0 LT. I � � STS STR #J-2 WM 12 PVC 90' BEND (2) 6" G.V. 156 FM 6 PVC 140 DATUM ELEV 135.00 CA L STS STIR. #1-7 STA.=10+ 7.63-29.5 RT. WM 8 PVC 0 I� n- N N LO U7 Z N U)iEZ II � III U) 11 z o a- ULL » N - - tR 00 CO S ++ of 1 II II H00 II > V) 1 Zp U)w N zz 11 II > > W EL (L <-i W IN L a RVIM 8 PVC 0 i P-10 115 LF STS 18�RCP P— 1 55 ® 0.26 P-11',57 LF STS1 8 RCP ® 0.18% I STS i8 RCP d N 04 a0 � r 0) 'dam' 0; Cm d- 'd d- 06 00 d- 10+00 11 +00 WM 12 PVC P-30 47 LF ® 0.21 % STS 18 RCP STOP SIGN AND BAR (TYP.) 22 GRAPHIC SCALE IO 0 25 50 100 2C ( IN FEET ) 1 inch = 50 ft. CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 0 0 LL J w LL 0 Cr. ry a.01 + z 0. 41 w O U LL- Z 0 0 U UI W 0� O O N NC r7 O��Cn Iin >Z� Q�� xcn J (0 W O 00 ZO v C) � z W 00 J Q w 0J U - M CO n � r o # o I LLJ w C - Ci em Q z w c� w z o U c�oa [� N = 1 O U Cr: `a. a z _ L- Li U 0 Li W Lw > a z 3 v_ U Q W = U U w J aWW CJ 0 w Z o U W O � U Cn o a O 0 C) o C3 "' "' "' W =-- ry , LO o W 0) U7 I O �Nt7�tLoC01-00a)Ur JOB # 24110 DATE: 05/25/05 SCALE: 1 "= 50' DESIGNED BY: CHM DRAWN BY: IAN APPROVED BY: CHM PP-3 SHEET 16 OF 46 CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 V) W o� O r O N N M 0 VT > z ao Q to XU) °° Q i. W �'W� �F-0 O O v 0 Z00 L PO _I W 0 00 r- l0 o O a Lj m 0- o Z c w Q z o U F- r QU EJ Q D z = a r Y O W U W >- z 3 C-) U ra `'- z Q O W = w v w J cn H �_ W � H O m UU O F- ~ Z U) OOf w U m � W Z Z O U) U) w O a V) 0 (n 0 U LAJ rr 0o W .- o F- O N Q O O �N17d U0(0I-00c)0 - r JOB # 24110 DATE: 06/01 /05 SCALE: 1 " = 50' DESIGNED BY: JJT DRAWN BY: OJT APPROVED BY: CHM OS-1 SHEET 17 OF 46 CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 0 w0 00 F- c,4 n 0 LFL-' Cr) L-Lj r V5 LLI0 :t. z < E 00 xIL U) < V) w J LLJ F- 0 0 z z 00 < w 0 00 r'. C'4 r- 1-4 r- ;'0 0 0 0 Lj] 1 m LIJ n co R z C=D CD z 0 LJ - F Qi�p N E3 x 9 E3 0 Ot X m F- CL. -T: D < Zzr U- 0 y U W Ld < C) LL P:: z <E Q� Li r U ULq LU CD CD cn F- M m C) �m ci 2m 2m :0 >- =:) 0 F- C) LLJ w U = U IL < <D m Of 0 of Lij Of LLJ 0 a_ CL V) 0 m C3 > U) V) V) Ld L'i LLJ LLJ ry OLn Lf) Ck LLJ to r-100I0) 101-1 JOB # 24110 DATE: 06/01/05 SCALE: 1 " = 500 DESIGNED BY: CHM DRAWN BY: JJT I APPROVED BY: CHM OS-2 SHEET 18 OF 46 t i4 GRAPHIC SCALE I I 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. { 12" GV co WM 12 PVC D CO Lf � - 131 13 129 -1.�7 _ - - 1 �0 136 08 �--_ — 1136 1009+0 136 ___ _ ___ _ 3 09-1'00-134 135 �_ -,33 �s2 - - 13C — .— —T' L 1 g -_ `_ 1 �— � _ 1 m J — _I i 13 ~' 135 - -- o - cc A -- ot�j _---138— / �„i� '�.. - -� -_� �-- �_) -` _ --•...-,.137 � � � _��•�� ii EXISTING OVERHEAD ELECTRIC 10 03t \Qd FM 6 PVC ® p V w CLARCONA 1, ,COEE ROAD i I 150 I, k; i 140 I "'-'_`__----- "MEN" WM 12 PVC ERNE 71717,7177177172 130 - - M 6 PVC 120 DATUM ELEV 115.00 r7 0 r� 0 N 0 h7 r7 n n O 00 00 - to to Si to n M n LO n cD �") LO t7 K) M M N N th .0- r'') I- O M 1001 +00 1002+00 1003+00 1004+00 1005+00 1006+00 1007+00 1008+00 1009+00 1010+00 1011 +00 1012+00 1013+00 1014+00 1015+00 � 11, F.3 11914 CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 Q con' O J Li J !i w 2' ry 0 0 0 a) U. U. W W 00 C.) O z LL_ 0 O U VI WO o O i�z N N M 0 (n > z 0110 Q F t7 00 X U Q Q_ � � W 0 � 0 O C) v Z 00 ~ W 00 -I Q U 00 tM � n # o 1 W m n o z e® q _o ¢ z 0 r�11 = Q OQ 0! _ g O U g F- z a O w U z 3 � z Q w w = W U z 0 w ry JOB # 24110 DATE: 06/01 /05 SCALE: 1"=50' DESIGNED BY: CHM DRAWN BY: BAN APPROVED BY: CHM OS-3 SHEET 19 OF 46 GRAPHIC SCALE E, s0 0 25 50 100 200 ) t j ( IN FEET i inch = 50 fL 11E INTO EXISTING 20" WM k 0� WITH 20��X 12 REDUCER. HOLE NOX- jet C 0 A., a 20' IP WATER MAIN j (STUB OUT) SOP OF PIPE = 106.40' i I � � •� G� WM 12 PVC J f� TEST HOLE y2 12* METALLIC FORCE MAIN TO TOP OF PIPE = 108,54' TIE INTO EXISTING 12" FM tt5 r^ln� WITH 12" X 6" REDUCER 12" GV - - f'a� .�' AND 6" PLUG VALVE WM 12 PVC — � _tts WM 12 PVCtGo — co20-_' -- }p0 m-- - -----_ _ i 111 nrr--2s01- A 8 -t27- 1019+ — 1020+_. Mr� 7-1co 4 -..._. r'- S ) L i4 Y, y.. X -X�- X— — .... h 6" PLUG VALVE FM 6 PVC FM 6 PVC CLARCONA lr O�COEE 130 120 771 WM 12 PV, 110 100 DATUM ELEV 95.00 Oro 1015+00 1016+00 1017+00 1018+00 1019+00 1020+00 1021+00 1022+00 1023+00 1024+00 1025+00 1026+00 1027+00 1028+00 1029+00 ti ;I --_.-,.-.._,•._ FM 6 PVC i / //' __._._.____._"_"- EXIST. 20" I, 3 o - r I• oo rn � rn mot- rn � rn N In rn ap co rn o N N N N N N N N � Cn rn 00 r r c0 u7 tC) N O O O O r. CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330co ry V1 00 W o� O N N r7 0 J >Z� QE to Q�� W ;Wo 0 ZO v Z� ~ � J ULd M N �p o # o0 LiJ I m a- O z Q Q z W � O Im�IN JOB # 24110 DATE:.. 06/01 /05 SCALE: 1 " = 50' DESIGNED BY: CHM DRAWN BY: IAN APPROVED BY: CHM OS-4 SHEET 20 OF 46 -Type A Or B Fence o " Note: Bales to be staked at the direction of the Engineer. " I" Anchor Bales With 2 - 2" x 2" x 4' 12" 6" 1' - 6" 12" 0 50' On Centers ( Typ.) Sidewalk Stakes Per Bale. Loose Soil Placed By Shovel And As RequireEn IIIIIIIIIIiII�I 311R Lightly Compacted Along Upstream 0 e 2 R 4 Face Of Bales. "I Riser _ �'''` 3" R I . . I " a " O m � � PAVEMENT 4� BALES BACKED BY FENCE ''..eeN Apron Ditah .,� Ditch �$`„�.�` � Joint 6" Same Slope As Anchor Bales With 2 - 2" x 2" xP4"` �� a L AS 9» 7e� J Seal Ad'acent Pavement Stakes Per Bale. Overlap Ends Curb &Gutter Curb &Gutter •+ . h " ^ IIIIIIIIIIIIIIIIIIIIIIIIIII81111111If Iilllll�l�lilllilllillllllllllll ill = 6" Thick TA ZED- t° SUBGRADE: w Concrete Fill Slope I IN PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET :>• - �.� .;_" ` R L _ c— Sod ELEVATION - PROTECTION AROUND INLETS OR SIMILAR STRUCTURES To BE USED AT SELECTED SITES WHERE THE Sod 3 NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE LO Loose Soil Placed By 311R Shovel And Lightly 4 PLAN Compacted Along Upstream o I EdgeOf Boles. V>-300E STANDARD CURB AND GUTTER 2"Exp. Joint And Anchor Bales With 2 - 2" x 2" 4' Flow N.T.S. Preformed Joint Filler Stakes Per Bale. Rail Post Bales To But Anchor Bales With 2 - 2" x 2" x 4' Optional Post Positio Principle Post Position Stakes Per Bale. Post (Options: 2" x 4" Or I 0" (Canted 20' Toward Flow) 2" Min. Dia. Wood; Steel Filter Fabric (in TYPE A CURB 1' Min. Recommended 1.33 Lbs/Ft. Min.) Max. al 6' PLAN Loose Soil Placed By Shovel And Lightly �- -I Conformance With � 3oDa ELEVATION Min^`�° Compacted Along The Upstream Edge Of Bales. Sec. 985 FDOT Spec.) > - N.T.S. ° Filter Fabric Spacing: Bale barriers for paved ditches should be spaced in accordance with Fill Slope ° Ir Chart-1, Sheet 1 of 3, Index No. 102 o` in ilt Flow BARRIER FOR PAVED DITCH ELEVATION �"' N CENTER of TO BE USED AT SELECTED SITES WHERE THE RADIUS NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE 1 SECTION Woven Filter Fabric In Absence Of ELEVATION Established Grass (Approx. 12' x 12'). Secure Edges By Entrenching And (LF) d Silt F rice for Staked t u t th d id f b t Silt F t oe: Fence o e paid under e contract price . 9 Extend Under Bags and Bales, Fabric BARRIERS FOR FILL SLOPES N1 3 Shall Meet The Requirements of - 6 CONCRETE SIDEWALK Section 985 Of The Standard TYPE III SILT FENCE 6' Sand Bag Specifications. Cost Of Fabric To Be Included In The Contract Unit Price 1 p 6 5' Min. For Baled Hay Or Straw, TN. 41Id E Tor Loose Soil Placed B Shovel And Li htl RED BACKGROUND Loose Soil Placed By Shovel And Lightly L° y Lightly I Compacted Along The Upstream Edge Compacted Along The Upstream Edge Of Bales. Of Bales. PLAN PLAN 24" WHITE THERMO— PLASTIC STOP BAR ° WHITE LETTERS DnD L - Rail Post _ - Flow 177 1' Min, Recommen 5 d yp ' T 1' Min. Recommen ed I Anchor Lower Bales With 2 - 2" x 2" x 4' Stakes Per Bale. ,. Note: Spacing for Type III Fence to be in Anchor Top Bales To Lower Bales With 2 - 2" x 2" x 4' Stakes Per Bal�chor Bales With 2 - 2" x 2" x 4' Stakes Per Bale F�° - . accordance with Chart 1, Sheet. 1 of 3 ° c ELEVATION ELEVATION and ditch installations at drainage structures Sheet 2 of 3. Application and Spacing: The use of T-ypes-7 & 11 bale barriers should be limited to the Type III Silt Fence Protection Type III Silt Fence conditions outlined in Chart I, Sheet 1 of 3, Index No. 102 Type - - - Silt Fence Around Ditch Bottom Inlets. MOUNTED 6' ABOVE GRADE TYPE 1r TYPES Do not deploy in a manner that silt fences will act as a dam across permanent flowing o PER MUTCD 28-4 (R1-1) watercourses. Silt fences are to be used at upland locations and turbidity barriers 24 HIGH INTENSITY STOP SIGN BARRIER FOR UNPAVED DITCHES used at permanent bodies of water. K102 BALED HAY OR STRAW BARRIERS AND SILT FENCES SILT FENCE APPLICATIONS 212 STOP SIGN, BAR AND CROSSWALK N.T.S. — N.T.S. 2'-4" � .2" 11" 11" 2" 1 3'-4 N G Of Grate T o_ o o o , oo II 1 M M IS 1-vl IaT HALF SECTION CAST IRON GRATES 2," Slope To Fit 10" 4 Driveway 5' OR 6' s 7"' Std. TREE PROTECTION �� >r� ��T. 6" Min. z BARRIER I_ 2' -0" -� TYPE C PLAN 4" THICK I'— Approx. Weight 235 Lbs. DRIPLINE � an 70%DRIPLINE (MIN)3S54 20' (MAX)CAST IRON GRATE 2 0 �1_LE 0. Grate 1 : T I� rn 0 2" Cl.Eye Bolt CONCRETE WALK AT 3,OOD P.S,L; For curb, utter, curb and utter and traffic separators o, 9 g p provide See Index 201 � 0RIPUNE (VARIES)- - PLAN VIEW WOOD FLOAT FINISH SAW CUT - contraction joints at 10' centers (max.). Contraction joints U FENCE LOCATION QCONTRACTION JOINTS AT adjacent to concrete pavement on tangents and flat curves are to ism = m N --(MIN. 30%FROM DRIPLINE)-'- AT A DISTANCE EQUAL TO COMPACTED SUBGRADE match the pavement joints, with intermediate joints not to exceed —' 4 Bars ® FENCE BARRIER TO i THE WIDTH. 10' centers. z C C +—RE NO FURTHER THAN—+� Q] m 12" CitrS. DRIPLINE N r SECTION 1 TYPE C TYPE C rA PROTECTIVE TREE FARRIER Straight Bars 2"}�" Recommended Maximum Pie Size: Reticuline Bars11°x3, p PSP1 soy CONCRETE WALK 300M MIAMI. CURB T Ts 2'-0" Wall-18" Pipe Bands144x4" 3'-1" Wall-24" Pipe Approx. Weight 100 Lbs. - N.T.S. — N.T.S. STEEL GRATE l� GENERAL NOTES) 1. These inlets are suitable for bicycle and pedestrian areas and are to be used in ditches, medians and other areas subject to infrequent traffic loadings but are not to be placed) in areas subject to any heavy wheel loads. I 2. Inlets subject to minimal debris should be constructed without slots. Where debris is a U problem inlets should be constructed with slots. Slotted inlets located within roadway Future Curb An 6" 1'-6" 1'-10" V-2" clear zones and in areas accessible to pedestrians shall have traversable slots. The = Gutter Construction 9' 2'-0" traversable slot modification is not adaptable to inlet Type H. Slots may be constructed 20' R Or As Shown On Plans 2 R at either or both ends as shown on plans. V-1 " A ^D 3. Steel grates are to be used on all inlets where bicycle traffic is anticipated. Steel grates 1 -2 2 Exp. Joint _ x _ are to be used on all inlets with traversable slots. Either cast iron or steel grates may be I Miami Type Curb � ^j Id IN o used on inlets without slots where bicycle traffic is not anticipated. Either cast iron or O _ �� osteel grates may be used on all inlets with non -traversable slots. Subject to the selection § S" a] described above, when Alternate G grate is specified in the plans, either the steel grate, A C 5'-0" 0 hot dipped galvanized after fabrication, or the cast iron grate may be used, unless the �•t 3 B plans stipulate the particular type. +° B 0 5`� p 1 Valley Gutter Curb And Gutter SECTION BB P 4. Recommended maximum pipe sizes shown are for concrete pipe. Pipe sizes larger than 6" 8" 6'-0" 8" g" 3'-6" 8" those recommended must be checked for fit. r�o� PLAN 1'-10" 1'-2" Unless Otherwise m Unless Otherwis 'd 2 R Shown On Plans Shown On Plans 5. All exposed corners and edges of concrete are to be chamfered 1'-10" 1'-2" ^� 6. Pavement to be used on inlets without slots and inlets with non -traversable slots only when called for in the plans; but required on all traversable slot inlets. Cost to be NOTE: Alt. B Structure Bottom Only. See Detail No. 200 included in contract unit price for inlets. Quantities shown are for information only. ^ice "�?,�� `� r� �'D�� NCO 7. Traversable slots constructed in existing inlets shall be paid for as inlets partial, STRUCTURE BOTTOM FOR INLETS TYPE C 3'-6" and shall include the cost for slot openings, paving and any required replacement grates. SECTION AA SECTION CC B. Sodding to be used on all inlets no located in paved areas and paid for under contract PLAN VLiEII W unit price for Sodding SY. 9. For supplementary details see Detail No. 201. 10. When used in traffic areas use four sided bearing grate. U.S. Foundry#6450 or equal. 304 RAMPS FOR PEDESTRIAN TRAFFIC 300V VALLEY GUTTER DETAIL N.T.S. 232c F.D.O.T. TYPE G INLET — N.T.S. — N.T.S. 00 24' 2'-0" B' � I,, F.11 11] 111] CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 W W O d o F, O N N pry 0 J zV 00 > Z 010 Q To X < V) W CD�_i0 cO ZO v o� Z f- 00 W J nQ U 00 to N o # o W I m Ld C-0 A z zo W 1 W Q N t o 0 U z < _ Y o w v Z r v CD Q L` z Q Lu Iil = U JOB # 24110 DATE: _ 06/01 /05 SCALE: NTS DESIGNED BY: CHM DRAWN BY: IAN APPROVED BY: CHM DT-1 SHEET 21 OF 46 P /L IN P /L LANDSCAPE 60' R/W ,�-- 50' R/W EASEMENT 10' 16' 2' 24' 216' 4' 7' 2' 1 24' 2' 7' 4' 2, 7, MIAMI CURB (TYP) MIN MINA 6' 10' 1 TYPE "F" CURB — 2% 2%../ft 4„/ft (TYP.) 17MIN - --- 1 % MIN - ---- 1 % MIN 4. 1 MAX 1 2% 2% 4'/ft Q1 �- MADDEN 12" (TYP) engineering, Inc. 12" (TYP) -� ' 6" THICK STABILIZED SUBGRADE (TYP) Q 12" (TYP.) Q Q CIVIL ENGINEERS CONC SIDEWALK (TYP) MIN. 1" ASPHALTIC CONCRETE, TYPE S-II, TYP. MIN. 2" ASPHALTIC CONCRETE, TYPE S-II, TYP. 431 E. Horatio Avenue CONC SIDEWALK (TYP) Q MATCH EX. GRADE Suite 260 6" LIMEROCK BASE COMPACTED TO 98% OF MAX. LANDSCAPE BUFFER 8 LIMEROCK BASE COMPACTED TO 98% OF MAX. Maitland, Florida 32751 (407) 629-8330 DENSITY (MOD. PROCTOR), TYP. DENSITY (MOD. PROCTOR), TYP. WALL jj 12" SANDY -CLAY SUB -BASE COMPACTED TO 98% 12" SANDY -CLAY SUB -BASE COMPACTED TO 98% � {) OF MAX. DENSITY (MOD. PROCTOR), 50 PSI FBV, TYP. OF MAX. DENSITY (MOD. PROCTOR), 50 PSI FBV, TYP. Q 6" THICK STABILIZED SUBGRADE (TYP) EL.149.00 9o2A TYPICAL 50t RIGHT OF WAY SECTIONr9o2co 1% min. TYPICAL 2 LANE INGRAM ROAD RIGHT OF WAY SECTION N.T.S.(STA. 22+50 TO 29+29.62) E j P/L I LANDSCAPE 60 R/W 10' t; EASEMENT. 10' 2' 12' THROUGH 12' LEFT TURN 12' THROUGH 2' 10' Q MEDIAN CURB (TYP) 10 LANE LANE LANE 70' R/W FDOT TYPE A 2' 7' EXISTING PAVEMENT 20' Z 4' 6' 2' 12' 1.33' 7,34' 1.33' 24' 2' 6' 4' MIN MINAl 6' 4' Q � TYPE "F" CURB Q MIAMI CURB ( YP) 1 M N 4_ '/ft (TYP.) I� - A. 2% \ 2% MIN \ �-- -- r�\//�//i./.\�\\i --- 1 % MIN ------ - — 12" (TYP) -- 12" (TYP) 12" (TYP) --� Q 22 12" (TYP) --1 6" THICK STABILIZED SUBGRADE (TYP) MIN. 2" ASPHALTIC CONCRETE, TYPE S—II, TYP. CONC SIDEWALK (TYP) MATCH EX. GRADE CONC SIDEWALK (TYP) � � Z MIN. 1" ASPHALTIC CONCRETE, TYPE S-II, TYP. 8 LIMEROCK BASE COMPACTED TO 98% OF MAX. LANDSCAPE BUFFER WALL Lw DENSITY (MOD. PROCTOR), TYP. 0 O 6" LIMEROCK BASE COMPACTED TO 98% OF MAX. U DENSITY (MOD. PROCTOR), TYP. 0 12" SANDY -CLAY SUB -BASE COMPACTED TO 98% 12" SANDY -CLAY SUB -BASE COMPACTED TO 98% OF MAX. DENSITY (MOD. PROCTOR), 50 PSI FBV, TYP. O OF MAX. DENSITY (MOD. PROCTOR), 50 PSI FBV, TYP. 6" THICK STABILIZED SUBGRADE (TYP) r9o'2'B)I,TYPICAL 70' ENTRANCE ROAD RIGHT OF WAY SECTION so2D TYPICAL 3 LANE INGRAM ROAD IMPROVEMENTS SECTION - N.T.S. - N.T.S. APPROX. STA. 29+29.62 TO 36+00 W o U N N 0 �L,� P /L 60' R/W Z z > 00 .) 00 NOTES (FRAMES' AND COVER) 2-#8 Bars FENCE 10' 2' 12' THROUGH 12' LEFT TURN 12' THROUGH 2' 10' X Q V \ 1. The 212 lb. cover is to be used for all frames Types �� and c X EASEMENT LANE LANE LANE W -' w o �n =� the 2-Piece Cover, and is the re lacement cover for all previous frames 2-#8 Bars 2' Min 10' 0 Z with 1j" deep seats (traffic type The 185 lb. cover (non- " —]C-- EXISTING PAVEMENT 20' o Q traffic type), 1984 Roadway and Traffic Design Standards Index 2'-8" Max• Tongue & Groove �, / No. 201, is the replacement cover for existing frames ikith Joint To Match 2' 7 6' 4' — Z m � deep seats. Installation of frames 4th deep seats is not Riser Riser MIN MIN TYPE "F" CURB W permitted. The 185 lb. covers are to be placed in exisling ® 3'-6" Or 4' Dia (TYP.) deep seated frames only when specifically called for in the All Reinforcement No. 6 Bars f plans or as specifically directed by the Engineer. Except 6-#8 Bars Shown. 1y MIN 2q 1 4' /ft lJ Bars Spaced ® 6" Centers Both PRECAST CONCENTRIC CONE Ways Except Middle Bars Shown / ® 7" Centers. All Bars with ACI Standard Hooks Canted Approx. Concrete Or W N 0 2-#8 Bars 45% Or Embedded In Accordance 8" Brick. See 12' (TYP) r` r, NOTES (TOPS) With The Slab Reinforce rr ent Note 3. 12' (TYP) � o Detail Shown Under Optional 2' Dia. 'aw Q Q � o \ / TOP VIEW 1. Manhole to Type 7 slabs shall be of Class -- concrete. Construction Joints, Sheet Mo 1 2 I P YP MIN. 2" ASPHALTIC CONCRETE, TYPE S-II, TYP. m Concrete as specified in ASTM C-478 may be used for REINFORCEMENT PLAN No. 3 of 6, Except All #8 Bars N CONC SIDEWALK (TYP) MATCH EX. GRADE W W Clips Permitted ox nN precast units; see General Note No. 3. And #6 Bars Around Manhole 3'-6" Or 4' Di Opening Shall Be Hooked. 8" LIMEROCK BASE COMPACTED TO 98% OF MAX, q Z On 3'-0" Frame 3n 3' BRICK OR CONCRETE 6" THICK STABILIZED lil ee� ¢ Z � 2'-0" Or 3'-0" a 2. Manhole top Type 7 slabs may be of cast -in -place or TOP VIEW 1„ precast construction. The optional key is for precast tops DENSITY (MOD. PROCTOR), TYP. O o W z _ and in lieu of dowels. Frame and slab openings are to ALUMINUM FENCE SUBGRADE (TYP) �, = N 2'-0" Or 3'-0" B'� I be omitted when top is used over a junction box. Frames j' WITH BRICK COLUMNS Q � can be adjusted with from one to six courses of brick. ( 17-1 n 2' Min. 12" SANDY -CLAY SUB -BASE COMPACTED TO 98% _ p O �a 2 2'-8" ax. Tongue & Groove OF MAX. DENSITY (MOD. PROCTOR), 50 PSI FBV, TYP. Z) b 3. Manhole top Type 8 may be of cast -in -place or precast 1 � 8" For 3'-6" & 4: ia. Joint To Match z Q concrete construction or brick construction. For concrete I 1g Optional Key .1 10" For 6 & T Dla Riser — Ci _ U_ construction, the concrete and steel reinforcement shall Riser 3'-6" Or 4' Dia r O U �N be the same as the supporting wall unit. An eccentric 10' Draft Thickness Of) w V cone may be used. N Structure Wall PRECAST ECCENTRIC CONE z 3 3") g" 3'-6", 4'-0". 6'-D". T-0" Da• 902E TYPICAL 3 LANE INGRAM ROAD IMPROVEMENTS SECTION 1,= �j 3 4. Manhole tops shall be secured to structures by optional C� A F- construction joints as shown on Sheet 3 of 6. SECTION N.T.S. (APPROX. STA. 36+00 TO 40+65.77) W SECTION WALL SECTION SECTION TYPE 7—T (TRAC) (H-20) TYPE 8 TYPE ow TYPE N� FFlj For Manholes For Curb Inlets Types 1, 2, 3, & 4 MANHOLES z i MANHOLE; TOPS Typical Location Pick -Up a For Bottom Slab m Z Without Sump ; w 11Z w w 3" i„ Hole V) a) M M M M I I rlc z 0 0 0 0 �� U U U U Non -Skid (/7 r"' I LL Surface 3" Ii 10 VARIES 10' w w w w �p i II In a a a C0 O t] W W W W Rib = 3" s (Optional) v 5 S S> W TOP VIEW I a E SO EL. 152.00 of Of of W ry SECTION Z° En o Grout EL. 151.00 ,n In o 0 Dia. Varies Per Ft. �— Co T- N 0 o LI 1 r` TOP VIEW COVER FOR ALL FRAMES (12" std.) 10 soD o Go �, o N o o 0 Q.1 I-- SEED AND MULCH 5 1 •- N d ic) co r` ao rn o 3" 5 2'-0" or 3'-0' 1 WEIGHT OF CASTINGS EL. 147.50 '— Note: Grout to consist of 3:1 Sand -Cement Mixture or any Class Concrete. z Galvanized Hardware Clot `W 2' OPENING 3' OPENING 4 Frame �y FOR ALL STRUCTURES UNLESS EXCLUDED BY SPECIAL DETAIL1/51 EST. SHWT 144.50 SOB # 24110 Ribs Cover 2-Piece Cover No. 4 Coarse Aggregate 2'x 2'x DRAINAGE STRUCTURE INVERT DATE: 06/01/05 (Optional Type Frame (Std.) Frame Cover Ring Total Filter Fabric Q 126 Lbs. 212 Lbs. 220 Lbs. 212 Lbs. 250 Lbs.462 Lbs. NOTE: Sump bottom appropriate for all manhole and inlet types. SCALE: N TS e111 134 Lbs. 212 Lbs. Lbs. Lbs. 250 Lbs. 62 Lbs. Cost for sump bottom to be included in the contract unit 903iB TYPICAL DRY POND SECTION DESIGNED BY: CHM price for inlet or manhole. 4 POND #1(unfenced)3 DRAWN BY: IAN WALL SECTION SECTION 98 Lbs. 212 Lbs. 220 Lbs. 212 Lbs. 250 Lbs 462 Lbs. SUMP BOTTOM APPROVED BY: CHM TYPE BOTTOM VIEW For Curb Inlets Types 7 & 8 CAST IRON FRAMES 201 SUPPLEMENTARY DETAILS FOR MANHOLES AND INLETS — N.T.S. DT-2 SHEET 22 OF 46 42" BLACK ALUMINUM DECORATIVE FENCE 10' EL. 149.00 RETAINING WALL TO EL. 148.00 S BE DESIGNED BY OTHERS TOP 149.00 �1 BOTTOM 143.00 10 4 EL 143.00 1 S00 5 1 5 5 SEED AND MULCH 4 GRADE EL. 140.50 EST. SHWT 137.50 A ® 903A TYPICAL DRY DETENTION POND SECTION — POND #2 See Slab Reinforcing Detail This SheeE- Inlet Type 2 Symmetrical About <11 �fap'\o A Dt' r0 2' Dia. Cover I� Inlet Type 4 Symmetrical About � I f Oda Q`a A to Ct' 2' Dia. Cover See Slab Reinforcing Detail This Shee . 7 11 6* o I Inlet B °a Err B L � t Back Of [a 5" \ Concrete -,-car Foci 5" Concrete -----I Support Post -� Support Post 3' 0" 10 -0" 3--0" 13'-0" 9'-0" L...A PLAN (INLET TYPE 2 SYMMETRICAL ABOUT I) PLAN (INLET TYPE 4 SYMMETRICAL ABOUT �) To Be Paid Limits Of Inlet Construction To Be Paid To Be Paid Limits Of Inlet Constructio To Be Paid For As C. For AsC.&G. For AsC.&G. For AsC.&G. F.L. Of Gutter dt x F.L. Of Gutter o a n I--T �I to( I I 1 110'-0" '-0" 3'-0" Gutter Gutter Trans. Trans. SECTION BB (INLET TYPE 2 SYMMETRICAL ABOUT �) 4'-0" 1' 6" :t I Gutter I I Gutter I Trans. Trans. SECTION BB (INLET TYPE 4 SYMMETRICAL ABOUT �) s Back Of Ft E an A �a m in W N- 0 9" `o I, m rs r- o� d� 1-° .2 U O N M In ncrete Support Post INLETS TYPES 1 AND 3 INLETS TYPES 2 AND 4 SLAB REINFORCING E °h O U tn° in `0 mIO ^¢ aka - In I a- - U a 9)m If) to m En See Noted 5" \ Concret I I See Note `� 5" \ to tD Ij No. 4 Support Post i No. 4 I Support Post I 2'-0" 6" Concrete 6" Concrete 8" Brick., 3' 6" 6"I 8" Brick. 6" 4'-0" 6" DIMENSIONAL SECTION DIMENSIONAL SECTION 1 9" 6" 71° 101 #6 Top Bars INLETS TYPES 1 AND 2 INLETS TYPES 3 AND 4 '�° 3°#6 Bottom Bars 211"For 3'-6" Structure Bottom #6 Bars Unless #7 Bottom Ba 3" 181"For 4'-0" Structure Bottom #6"Bars ® Otherwise Shown #6 Bars Unless ( - 9 Ctrs. 6° 6" 9" 9° �3 6 Bars 71' 1° Otherwise Shown #6 Bars ® 9" Cti l 9 'M #6 Bars ®9° Ctrs. 9" Ctrs. 9" 6' z 7z 3" _- #fi Bars ® 9" Ctrs. I "r 2" #6 Bars I I #6 Bar III I�� GENERAL NOTES is 1. The finished rode and slope of the inlet tops are to #4 Bass #7 Bar 9#4 #4 Bars #7 Bar i%;i I conform with �he finished cross slope and grade of the ® 8' Ctrs. ®8" Ctr 1 -6ears ® 8" Ctrs. sidewalk and or border. Both Ways Both Ways 2. When inlets are to be constructed on a curve, refer to the Bars ® B" Ctrs. #4 Bars ® 8" Ctrs. plans to determine the radius and, where necessary, modify the inlet details accordingly. Bend steel when necessary. 4'-0° Diameter _I 3. All steel in inlet top shall haven minimum cover unless DIMENSION & REINFORCING HALF SECTION otherwise shown. Inlet tops shall be either cast -in -place REINFORCING SEC11ON REINFORCING SECTION TYPES A & E CURB (HALF SECTION AA) or precast concrete. 4. The rear wall portion of inlet tops Types 1, 2, 3 & 4 may 3'-6" DIA. STRUCTURE BOTTOM (SECTION AA) 4'-0" DIA. STRUCTURE BOTTOM (SECTION AA) (TYPE E GUTTER SHOWN) be constructed with brick. Dowels to top slab required. 6. For supplemental details see Index No. 201. 5. Only round concrete support post will be acceptable. TRANSVERSE SECTIONS FOR INLETS TYPES 1, 2, 3 & 4 7. These inlets are to be used with Curb and Gutter Types E and F. Locate outside of pedestrain crosswalk where practical. �CURB INLET. TOPS TYPES 1 2 3 & 4 B. For sturcture bottoms see Index No. 200. lo � � 9. Inlet to be paid for under the contract unit price for Inlets (Curb) (Type- ), Each. N.T.S. DIMENSIONS AND QUANTITIES See General Note No. 3. See Sheet 5 Of 6 For 3" Slab Quantities D X A B C E F G M N 51' CONCRETE SLAB (CY) 0 SODDING (SQ. YDS.) Single Double Triple Quad. Single Double Triple Quad. Single Double Triple Quad. Pipe Pipe Pipe Pipe Pipe Pipe Pipe I Pipe I Pipe Pipe Pipe Pipe 15" 2'-7- 1.92 2.18 4.10 2.06 5 1.22 4.63 7.21 9.79 12.37 1.19 0.58 0.77 0.96 21 24 27 30 18" 2'-10" 1.97 2.74 4.71' 2.56 6 1.41 4.92 7.75 10.58 13.42 1.21 03 -5" 2.06 3.85' 5.91' 3.56 7 1.73 5.50 8.92 1233 15.75 1.25 1.12 1.42 24 28 32 35 30"4'3' 2.15' 4.95 7.10 5 ' 8 2.00 6.08 10.33' 14.58' 18.83 1.29 M.4 :2.04 1.50 26 31 35 40 36" 5'-1" 2.25' 6.08 8.33' 5.56 9 2.24 6.67 11.75' 16.83' 21.92 1.33 1.95 28 34 39 45 2:1 "6'-0 2.34 7.21 9.55' 6.56' 10 2.45 7.25 13.25 19.25 2525 1.38 2.45 3.19 30 37 43 5048" Slope 6'-9' 2.43' 8.33' 10.76' 7.56 11 2.65 7.83 14.58 21.33 28.08 1.4-2 2.93 3.84 32 39 47 54 7'-B" 2.52 9.44 11.96 8.56 12 2.83 8.42 16.08' 23.75 31.42 1.46 1.31 2.44 3.58 4.72 34 42 51 59 60- 8'-6" 2.62 10.56 13.18 9.56 14 3.00 9.00 17.50 26.00 34.50 1.50 1.51 2.89 4.28 5.68 36 45 55 64 66" 9'-2 2.71 11.68 14.39 10.56 15 3.18 9.58 18.75 27.92 37.08 1.54 1.68 3.25 4.84 6.43 38 48 58 58 10 -0' 2.80 .80 15.60 11.56 16' 3.30 10.16 20.16 30.16 40.16 1.58 1.89 3.74 5.59 7.45 40 51 62 73 2.27 4.09 6.36' 0 8 1.22' 4.63 9.79' 12.37 1.19 0.57 0.87 1.15 1.44 23 26 29 32 4:1 Slope 181, 2'- 10 2.36' 5.12' 7.48' 5.03 9 1.41 4.92 7.75' 10.58 13.42 1.21 0.66 0.99 1.31 1.65 25 28 31 35 B E p 6.42' 0 6.25' Dimensions permitted to allow use of 8' standard pipe lengths. P P P 9, ;1 O 10.40' O 10.10' Dimensions permitted to allow use of 12' standard pipe lengths. pit Concrete slab shall be deepened to form bridge across crown of pipe. See section below. " 3'-5 2.53' 7.18 A 9.71' 7.03'A 11' 1.73' 5.50 8.92' 12.33 15.75 1.25 0.85 1.30 1 1.75 2.20 1 28 32 36 1 40 30" 4'-3" 2.70' 9.25' 11.95 9.03' 13' 2.00' 6.08 10.33' 14.58' 18.83 1.29 1.10 1.74 2.39 05 31 36 41 46 3 5 -1 2.87 11.31 14.18 11.0 15 2.24 6.67 11.75 16.83' 21.92 1.33 1.32 2.21 3.08 3.96 34 40 46 52 6 -0" 3.05 13.37' 16.42 13.03 17 2.45 7.25 13.25 19.25' 25.25 1.38 1.58 2.76 3.91 5.09 38 44 51 58 6'-9" 3.22' 15.43' 16. 55 15.03 19' 2.65 7.83 14.58 21.33' 28.08 1.42' 1.85 3.30 4.73 6.17 41 48 56 63 7'-8" 3.39' 1 17.49' 20.88 1 17.03 21 1 2.83 8.42' 16.08' 23.75 31.42 1.46 2.14 3.95 5.77 7.58 44 52 61 69 60" 8'-6 3.56' 19.55 23.11 19.03 23 3.00 9.00 17.50 26.00 34.50 1.50 2.45 4.66 6.87 9.07 47 56 66 75 66" 9 -2 3.73 21.62 25.35 21.03 25 3.18 9.58 18.75 27.92 37.08 1.54 2.88 5.54 8.18 10.84 49 59 69 80 10'-0 3.91 22.68 25.59 23.03 27 1 3.30 10.16 20.16 30.16 40.16 1.58 3.18 1 6.27 1 9.36 12.45 52 63 1 74 1 85 In �l Beveled Or Round CornersLO Concrete Slab, 3" Or51" ThitBt; Q Reinforced With WWF 6x6-WI.4xWl.4 TOP VIEW -SINGLE PIPE I S/op Lien e o/Nfor/eg Se o tes No A 3" Or 51a s- Deepen Around Outside Edge Of Pipe For 51 ` SI - 4:/ or Concrete o Pipe \ Conn No Pipe Joint Permitted #4 Unless Approved By The En ineer E Paid For As Pipe Culve t F Pie To Be Included Under Unit Price For Mitered End SECTION Sod I * io Side Ditch Grad �ot\e5 z Bar 6" 5' Sod *Slope: 4:1 Miter: To I Pipe For Pipes 18" And Smaller. Section 2:1 For Pipes 24 And Larger. 2:1 Miter: To I Pipe For Pipes 18" And Smaller. 1:1 For Pipes 24" And Larger. 272 MITERED END SECTION N.T.S. -.1 -Beveled Or Round Corners Concrete Slab, 3" 061` ThiR, in Reinforced With WWF 6x6-WI.4xWl.4 TOP VIEW -MULTIPLE PIPE Sod�l' N. 5 Bore O 5' Ciro. (Provide Hoft Hook an Threat End Or Top Bar) r-o' 1•-e' 1D 1 z' No. 4 Tap Ban N. 4 Bottom Bon 9opa To Match Adjacent Curb With 2' Top Radius And 3/4 Bottom Chamfer Or 1 1/4• Radius a 1/T- • No, 4 Bare - O 8' cbm -�Camer Met (Soo Note 5.) a $ 1 mrig �4 a o. 4 Wag. Bon ]/4' Chamfer e- 3._6. Inlet Box Or (Stool Cow Sham) SECTION AA SECTION PP SECTION QQ L 5 x 3 x Rafe To indes No. For Weld Details Ant sections Inc L Tart. 4 O 6' Ctm Vert. I Inlet (Inlet Top Type 6 Symmetrical About l) Fillet Each -Back comer i TOP VIEW A. Curb & Gutter An Curb & Cutter k F.L. Of Gutter w No a I fa _ r-_____I_ I 1 I s-o• a' -or 2!-6• 3'-0• Cutter Tronal- LLtter Traneltion SECTION BB (Curb Inlet Top Type 5 Symmetrical Wlth Left Half) INLET TYPE 5 TOP MODIFICATION FOR TYPE E CURB CURB INLET TOPS TYPES 5 & 6 N.T.S. STEEL GRATE TM REQUIRED PER INLET e' Stec Grate Main Bars 5'xile Intermediate Bon I 112'x1/4' Retiwnne Ban 1 1/4'x3/16' Stec Grata : Manufactured By Bordhn, Florida SL-L U.S. Foundry Irving. Reliance. Cnuilch (Or Equal). 1 B Curb Transition GENERAL NOTES 1. The finished grade and slope of the Inlet tope am to conform with the finished awe dope and grade of the proposed sidewalk and/or parkway. 2. When Intets are to be constructed an a curve, refer to the plane to determine the radius and, where neeeuery, modify the inlet details accoWingiy Bend stool when neceveary 3. Ali reinforcing aLost shall have 1 1/4" minimum cover unless otherwise sham. Inlet tope shall be either coat -In -place or present concrete. 4. PrecoaUng of this it, I top will be permitted. Precast mite shoe conform to the dimensions shown or In accordance with approved shop dr"Ings. Request for shop drawing approval shall be directed to the State Drainage Engineer. ra Cmaate meeting the requirements of AS.T.M. C 478 (4,000. PS.L) may be used In Thu of Class .- concrete for precast mlts, manufactured In plants which am under the Standard Operating Procedures far the inspection of precast drainage produets. 6. The comer fillets shown for rectangular throats are necessary only when throats are to be used In conjunction with circular Inlet bottoms or short used an skew with rectangular Wet boxes. 7. For Inlet bottoms an Index No. 200. B. These Inlet tape are designed far use with standard crab and gutter Type E and Type F. Locate outside of pedestrian crosswalk shoe practical. B. See Index 201 far suppismmtol details. 10. NI stool used for frame and cove shall most the requirements of ASIM A-36. 11. Either cast km coves or steel coven may be used Iron coven shall be amNo. 30 costing., ..art-- with AM A-48. 12 When Alternate '0' Cow to specified In plane either the met fron cow and galvanized steel frame ar the the galvanized at" cover and frame must be used Coven are to be grouted In accordance with the grouting deice shown an shoot 2 of 2, In Ileu of tack welding. 13. Inlet to be paid for under the centroct Unit price for inlets (Curb) (Type Each. SKETCHS SHOWING FRAME SEAT AND THROAT RECESS n ;rating, See E.O.P. Recommended Maximum Pipe Size: 2'-11' Wan - 24" size car- r+TInAI Fin 4'-0" Wall - 36" Size C17(`TIt1N A A TYPE V INLET - MODIFIED .. ... .. . ......... O `•.��' � `� �/` NJ ©♦ �/fir Imam r s r r s- %\>i >i �i . . ' . • c' r\�• � ,� ri ri iry/.iri/.rr ,/ 0. `\r r\�/ o� . %\\i\\i\�i\\i`\i\`i�i � 4 �r \�\\\��\j/\`�/`\j/\\j/\\�\\j/\\�/\\jr\`i/\//\,r:�\ � .\\,�\,�\r,\\/r:\ii.\�O�\!i\\/i\\ri\\ri\\/i\�!i\>i`ri�i ; �l \ \ \. \\,��\�\��\/i 'r`7i�7i�ii�7i�ii��!i�ii`ii ri �� ., • 0 %' �.. \ \;\j\ ,, .\\ �,�i.�i,r�i\i\\i\i\�i\�i`7 . ri /i ji ii /i ri �i . .. � © i i i i i r i i / i'/ o •, .- \ r r.\l,\!\!\/\/\/\/\/vim � O � �\ �\,�\r�\i.�\ice\i�\i\\i�`i� / ��!\\!\\!\\r�r\��\� , /.. ii✓ /r // i/ O q //✓r 4 /i //>O 0 j \� ;r , • ` � .\:\\ �\ \� \� \� o �� \\ \� \\<\� .• �\ •e- s - . . -•t a -. s- .; s . ® . - e s "' r e- _. . 't ® . - s .' -•I eh-e s-,• .e s ' ' -. I t , r s - s s e s s s s e e s 900A) FHA TYPE 'A' LOT GRADING N.T.S. 90061 FHA TYPE 'B' LOT GRADING N.T.S. 900C FHA TYPE 'C' LOT GRADING N.T.S. __ e CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 Q O J LL co Mj O� O LL U z O W U W O U (5 LL_ O ® 1-- U W O O O N N n 0 �J� IVF LLI CD > I as X _z Q R NV) PO 00 �iji0 O z o g ZQ M 0 M CV •--1 0[) o -4 o 1 w Q C::,Q z LiJ �' = o a0 17-1 ry a N Q y U Of o Q- _ z ¢ Y U L_ O � � LIj 3 IiJ w Q i- z Q CD z z U W w Ld J H V) I~i1 J O Z � o o L1J ry 0 N o Q C) �NP0-tlu OI�00d10� JOB # 24110 DATE: 06/01 /05 SCALE: N TS DESIGNED BY: CHM DRAWN BY: TAN APPROVED BY: CHM DT-3 SHEET 23 OF 46 FINISHED GRADE COMMON FILL TRENCH WIDTH VARIES W/ SIZE OF PIPE UNIIMPROVED AREAS R3EE " MIN.) NOTE 8) SEE NOTE 4 PIPE O.D. N v m W O z � = Z w w v X Q M J N 12" (TYP.) SELECT COMMON o CD / w // FILL m Z UNDISTURBED /\ EARTH \// (SEE NOTE 3) /\// NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE COUNTY. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. 100 I TYPE B BEDDING & TRENCHING DETAIL N.T.S. RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVE CROWN TRENCH IN UNIMPROVED AREAS LMIN.) (SEE TYPE B DING AND TRENCHING DETAIL FOR OTHER RESTORATION.i-- -,- COMMON FILL TRENCH WIDTH VARIES W/ SIZE OF PIPE SEE NOTE 4 * PIPE O;D. FINISHED GRADE Q m Z � H U W W w N J � N 12" (TYP.) �7 \/ SELECT /�/ COMMON Z SELECT COMMON \ ( O FILL FILL j�// °�o� o 0 �o�o� BEDDING ROCK �\ $o0a m w n v 0000° ° /\/� °°O°OHO°O PIPE BEDDING �/\ O O O O� //�/� (SEE NOTE 8 & 9)F/\/6_1 UNDISTURBED EARTH NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE COUNTY. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE COUNTY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15", AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. COUNTY SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. TYPE A BEDDING & TRENCHING DETAIL VARII LOT LINE WYE WITH 6" BRANCH r�ORIDP` wk ° 2 - NON PENETRATING N BENDS PICK HOLES Aff CLEAN -OUT REMOVABLE PLAN MACHINED SEE NOTE 1 PLUG MATING UR ACES zl J TT i� 24" ± 3/8" 1-1/2" MIN. 4-3/4" MIN. ELEVATION 202 STANDARD MANHOLE FRAME AND COVER DETAIL - N.T.S. EMERGENCY WASTEWATER SPILL AND WATER MAIN BREAK PROCEDURES t. EXCAVATE CAUTIOUSLY THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF WASTEWATER FORCE MAINS AND GRAVITY SEWERS. FORCE MAIN AND SEWER LOCATIONS SHOWN ON PLANS ARE NOT EXACT OR GUARANTEED. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY LOCATIONS. 2. TELEPHONE NOTIFICATION THE ORANGE COUNTY DISPATCH OPERATOR SHALL BE NOTIFIED IMMEDIATELY IN THE EVENT OF A FORCE MAIN, GRAVITY SEWER OR WATER MAIN BREAK OR DAMAGE AT 836-2777. 3. REPAIR IMMEDIATELY ALL DAMAGE TO ORANGE COUNTY'S MAINS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE IF THE REPAIR IS NOT MADE IN A TIMELY MANNER, AS DETERMINED BY THE ORANGE COUNTY UTILITIES INSPECTOR, ORANGE COUNTY MAY PERFORM REPAIRS AND THE CONTRACTOR WILL BE CHARGED FOR REPAIRS. 4. ORANGE COUNTY UTILITIES DEPARTMENT GENERAL TELEPHONE NUMBERS: ORANGE COUNTY UTILTIES CONSTRUCTION INSPECTION SECTION -- 836-7274. ORANGE COUNTY UTILITIES WASTEWATER DIVISION -- 836-6845. ORANGE COUNTY UTILTIES WATER DIVISION -- 836-6800. ORANGE COUNTY UTILITIES ENGINEERING DIVISION -- 836-7000. 5. ADVANCE NOTIFICATION OF CONSTRUCTION THE ORANGE COUNTY UTILITIES CONSTRUCTION SECTION (836-7274) SHALL BE NOTIFIED AT LEAST SEVEN (7) DAYS PRIOR TO ANY CONSTRUCTION ACTIVITY. 6. ADVANCE NOTIFICATION OF PENDING CONNECTION THE ORANGE COUNTY WATER DIVISION (836-6800) AND THE ORANGE COUNTY WASTEWATER DIVISION (836-6845) SHALL BE NOTIFIED AT LEAST (7) DAYS IN ADVANCE TO SCHEDULE MAIN TIE-INS AND VALVE OPERATIONS. 7. OPERATION OF ORANGE COUNTY VALVES WATER, WASTEWATER, AND REUSE VALVES ARE TO BE OPERATED ONLY BY ORANGE COUNTY UTILITIES INSPECTOR (836-7274). ALL VALVES BEING INSTALLED ARE TO REMAIN CLOSED DURING CONSTRUCTION. B. OPERATION OF ORANGE COUNTY PUMP STATIONS THE CONTRACTOR SHALL COORDINATE ALL PUMP STATION OPERATION AND SHUT DOWN CONTROL WITH AN ORANGE COUNTY UTILITIES INSPECTOR (836-7274). VARIES Z SEWER MAIN SIZE VARIES CLEAN -OUT (� (TYP.) WYE WITH SEE NOTE 1 6" BRANCH 6" 45° WYE WITH BEND 6" BRANCH _ _ LOT LINE DOUBLE WYE - FINISHED GRADE SLOPE TO TERMINAL DEPTH AT 1.0% MIN. (TYP.) -� / 7ROTATE TERMINAL DEPTH 30° (TYP.) SPRING LINE AS REQUIRED FOR (SEE NOTE 3) I SEWER MAIN "HOUSE" SERVICE (3' MIN.)(TYP.) SINGLE DOUBLE LATERAL LATERAL PROFILE NOTES: 1. CLEAN -OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER IN ACCORDANCE WITH STANDARD PLUMBING CODE. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 25' MAXIMUM. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. SERVICE LATERAL DETAIL N.T.S. CONCRET TROWEL -FINISHED CONCRETE BENCHING SEE MANHOLE CONNECTION DETAILS MANHOLE FRAME & COVER (SEE STANDARD DETAIL) SET COVERS FLUSH IN FRAMES BEDDED IN MORTAR PAVED AREAS & AT ELEVATIONS SHOWN IN //� / / UNPAVED AREAS. %�J%ti. /r/ 2 COURSES OF BRICK MIN. 1'-6" MIN. w 4 COURSES MAX. 2'-0" > INSIDE WAL CD EPDXY COAL TAR COATINGS cn o PER SPECIFICATIONS P7 4'-0" 5" MIN.a BENCHING PER SPECIFICATIONS REINFORCEMENT AND JOINT DETAIL TO BE DESIGNED BY THE ENGINEER AND 4Pm APPROVED BY THE �ty� COUNTY. c�$ci4 PRE -PRIME[ JOINT SURF a C9 N 12111" D La �. 615 MIN. COMPLETED QUEZE 8" MIN. SE -- g„ -I g'i -- goi BEDDING ROCK 2" MIN. CAST -IN -PLACE PRECAST MONOLITHIC CONCRETE BASE BASE NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24", SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. 200 1 PRECAST CONCRETE MANHOLE DETAIL MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PIPE SIZE 6' 8" 10" 12" 16" 20" 24" 30" 36" 900 BEND 19 25 30 34 44 52 60 70 80 450 BEND 8 10 12 14 18 21 25 30 34 22-1/20 BEND 4 5 6 7 9 10 12 14 16 11-1/40 BEND 2 3 4 5 6 7 8 9 10 PLUG OR BRANCH OF TEE 40 52 63 72 93 111 130 155 178 VALVE 20 25 32 36 47 56 78 116 89 I .'.VOTES: 1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN SHOWN IN THE TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. ALL LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE "! PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: I WORKING PRESSURE: 100 P.S.I. SOIL DESIGNATION: _SM (SAND SILT) LAYING CONDITIONS: _3_ 6. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.25. A RESTRAINED PIPE TABLE rl4 FOR PVC PIPE SANITARY FORCE MAIN N.T.S. TEE PRECAST MANHOLE WALL o INFLUENT SEWER (SEE NOTE 3) ° CONCRETE ENCASEMENT o. ec9OF VERTICAL PIPE v DROP PIPE INLET CONNECTION (SEE NOTE 1) AS REQUIRED 900 BEND ° 253 v e' v STANDARD DROP DETAIL MANHOLE ,: TRANSITE COLLAR ENCASED md IN NON -SHRINK GROUT FLUSH WITH MANHOLE WALL PVC (SEE NOTE 2) OUTSIDE WALL PRE -PRIMED JOINT SURFACES o.. e v. ° PRE -MOLDED PLASTIC JOINT PRECAST ° SEALER WITH PROTECTIVE MANHOLE WRAPPER WALL ° SPECIAL DETAIL FOR 24" DIAMETER (WRAPPER TO BE REMOVED D) PIPE AND LARGER p. SQUEEZE -OUT PVC Q1 STAINLESSf79 BAND �_o,__..._ STAINLESS STEEL ° . .' .. PIPE CLAMP ° RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE COUNTY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT. MANHOLE CONNECTION DETAIL N.T.S. METALLIC LOCATING WIR FINISHED GRADE 1 " MAX. PVC FORCE MAIN 1" MAX. 10 GAUGE COPPER LOCATING WIRE NOTES: 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (10 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX 3. AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. 608 NPVC PIPE LOCATING WIRE DETAIL N.T.S. CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 w o .4- C o i�z O L N M 0 �00 I� Lv 0 > z oo x D- U) (n � W b 0 o 0 z d: 00 f Z 00 Q W "' Q U 00 M Ill N o � o LJ I m w D_ o css z Q Q w o w 0 ry N U c j Y o w U w } a z 3 U c � R `'- z Q w w U cn w r= 7M M 0 w z Q o M (n ow 0 s w w O!f o w ~ Q 0 0 r-Nr7d-t17cfl1�00aT�r �T jOg # 24110 DATE: 06/01 /05 SCALE: N TS DESIGNED BY: CHM DRAWN BY: IAN APPROVED BY: CHM CD-1 SHEET 24 OF 46 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PIPE SIZE 4" 6" 8" 10" * 12" 16" 20" 24" 30" 900 BEND 25 29 37 44 51 450 BEND 10 12 15 �1� 21 22-1/20 BEND 5 6 7 10 11-1/40 BEND 3 3 4 6 PLUG OR BRANCH OF TEE 52 59 77 93 108 VALVE 11 26 30 39 47 54 * I U F'IF'L NU I ALLUWtU I'LN UN/AINUL UUUIN 1 T NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN SHOWN IN THE TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: WORKING PRESSURE: _150 ____ P.S.I.* SOIL DESIGNATION: ____SM_LSAND SILT) __ LAYING CONDITIONS: _3____ * 6. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.25. RESTRAINED PIPE TABLE rl 0104 FOR PVC PIPE POTABLE WATER N.T.S. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERAL DATE: May 1, 2004 THRUST COLLAR DETAIL FOR MAIN (150 psi) FIGURE A105-1 4. 4" x 4" x 1 /2" STEEL BEARING PLATE (TYP.) #4 BARS UNDISTURBED EARTH ENCASE TIE RODS IN 1-1/2" PVC SLEEVE TRENCH #4 BARS ALL AROUND _ (MIN. 2" CLEARANCE AROUND PIPE.) 9" MIN. (TYP.) TIE RODS INCLUDING fNUTS AND WASHERS (SEE SCHEDULE BELOW) MECHANICAL r JOINTS D (9--0" MIN.) Z- SEE TRENCH DETAILS - 3" COVER FOR PIPE BEDDING REQUIREMENTS NOTES: 1. ADDITIONAL REINFORCEMENTS SHALL BE AS SPECIFIED BY THE ENGINEER. �2. MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 3000 PSI. 3. BEDDING, BACKFILL, AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE IN THE STANDARD DRAWINGS. 4. ALL FORM BOARDS SHALL BE REMOVED PRIOR TO BACKFILL. 5. NO ALLOWANCE SHALL BE MADE FOR FRICTION BETWEEN THE PIPE WALL AND THE THRUST COLLAR. 6. DESIGN PRESSURE: 150 P.S.I.* SCHEDULE OF •MATERIALS_ 011mmi• -•n - • mom �0�� ' ' • COLLARTHRUST AREAS TO:COMPUTEDON BASIS OF 000 LBS. PER SQ. FT. SOIL RESTRAINT BEARING. HYDRANT OPERATING METALLIC LOCATING WIRE NUT FINISHED GRADE HOSE NOZZLE 24" SQUARE OR\ ROUND AND REINFORCED 6 THICK CONCRETE ` 1" MAX. SET TOP OF VALVE BOX SHEAR PAD. SEE TO FINISHED GRADE NOTE 2 �7// FINISHED GRADE CONCRETE COLLAR rSEENDETAILS�S 2 4 AT 9" CITY MAITLAND L AROUND PVC WATER MAIN \ OR FORCE MAIN r ADJUSTABLE SCREW TYPE AST IRON VALVE BOX � •. (SEE NOTE 1) COMPACTED � 10 GAUGE COPPER LOCATING WIRE SEE NOTE 2 2' LOCATE WIRE PIPE o BACKFILL „ 1 MAX. BOX SHALL REST ON BEDDING ROCK NOT M SEE NOTE 3 RESILIENT SEAT M. J. GATE VALVE ON VALVE OR PIPE AND SHALL BE `y/. WATER MAIN OR RECLAIMED MAI ° CENTERED ON OPERATING NUT 6" BEDDING ROCK NOTES: 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE NOTES: (10 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR 1. EXTENSIONS SHALL BE MANUFACTURED EXTENSION USED FOR VALVE BOX INSTALLATION. 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. EXTENSION SEGMENT LENGTH DETERMINED BY ORANGE CO. UTILITIES INSPECTOR, LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO I FOOT DEPTH BELOW FINISHED GRADE WITH TWO SET SCREWS OPPOSITE OF EACH OTHER ON ACTUATOR. 3. AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. r10$ NPVC PIPE LOCATING WIRE DETAIL - N.T.S. r400 GATE VALVE AND BOX DETAIL - N.T.S. 6" BEDDING ROCK M J ANCHORING - COUPLING AS REQ'D. PUMPER NOZZLE FACING STREET z_ 00 I 4" ... W 12" MIN. DOUBLE CHECK BACKFLOW PREVENTION ASSEMBLY 2»METER SCH. 40 GALVANIZED PIPE AND FITTINGS PROVIDE TEMPORARY 3. FLUSHING OF 10" DIAMETER AND LARGER WATER MAINS MAY BE DONE s SUPPORTS AS REQUIRED. THROUGH THE TIE-IN VALVE UNDER VERY CONTROLLED CONDITIONS. I THE FOLLOWING PROCEDURES SHALL BE FOLLOWCT) • 2" BA TYPE TYPE CURB ;TOP A. THE TIE-IN VALVES SHALL BE OPERATED AND PRESSURE TESTED IN WITH LOCK WING THE PRESENCE OF THE UTILITY COMPANY AND ENGINEER TO 12" TO 30" 3 4» HOSEBIB VERIFY WATER TIGHTNESS PRIOR TO TIE-IN. VALVES WHICH ARE ABOVE W/VACCUUM BREAKER NOT WATERTIGHT SHALL BE REPLACED OR A NEW VALVE 2" 3DR9 POLY-► GRADE 2" SDR9 POLY INSTALLED IMMEDIATELY ADJACENT TO THE LEAKING VALVE. OR ISCHD. 80 PVC. OR SCHD. 80 PVC 2" B. THE TEMPORARY JUMPER CONNECTION SHALL BE CONSTRUCTED I -11=11 -III-II AS DETAILED. THE JUMPER CONNECTION SHALL BE USED TO FILL E _ = - -III I.-1IG J- THE NEW WATER MAIN AND FOR PROVIDING WATER FOR DOUBLE STRAP SADDLE BACTERIOLOGICAL SAMPLING OF THE NEW MAIN AS REQUIRED BY PRP. STOP THE FDEP PERMIT. 2" CORP. STOP 0 FLUSHING SHALL NOT BE ATTEMPTED DURING PEAK ISTING NEW WATER LINE DEMAND HOURS OF THE EXISTING WATER MAINS. ��TER LINE ° G 0 ALL DOWNSTREAM VALVES IN THE NEW SYSTEM MUST BE OPEN PRIOR TO OPENING THE TIE-IN VALVE. - J FLOW J J 0 PROVIDE FOR AND MONITOR THE PRESSURE AT THE TIE-IN POINT. THE PRESSURE IN THE EXISTING MAIN MUST NOT DROP BELOW 35 PSI. 0 TIE-IN VALVE SHALL BE OPENED A FEW TURNS ONLY, Ij TIE-IN VALVE MUST BE CLOSED AND ENSURING A PRESSURE DROP ACROSS THE VALVE IS ALWAYS REMAIN LOCKED. CITY TO PROVIDE GREATER THAN 10 PSI. LOCKING MECHANISM. VALVE WILL BE OPERATED BY CITY PERSONNEL ONLY. C. THE TIE-IN VALVE SHALL BE LOCKED CLOSED BY THE UTILITY COMPANY UNTIL FLUSHING BEGINS. TEMPORARY JUMPER DETAIL D. THE TIE-IN VALVE SHALL BE OPENED ONLY FOR FLUSHING OF THE NEW MAIN. THE PROCEDURE SHALL BE DIRECTED BY THE UTILITY 1. A TEMPORARY JUMPER CONNECTION IS REQUIRED AT ALL CONNECTIONS COMPANY AND OBSERVED BY THE ENGINEER. BETWEEN EXISTING ACTIVE WATER MAINS AND PROPOSED NEW WATER MAIN IMPROVEMENTS. E. AFTER FLUSHING, THE TIE-IN VALVE SHALL BE CLOSED AND 2. THE DETAIL ABOVE IS TO BE USED FOR FILLING ANY NEW WATER MAIN LOCKED IN THE CLOSED POSITION BY THE UTILITY COMPANY. OF ANY SIZE FROM EXISTING ACTIVE WATER MAINS AND FOR FLUSHING 4. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION DEMONSTRATING OF NEW MAINS UP TO 8" DIAMETER (2.5 FPS MINIMUM VELOCITY) AND FOR THAT THE DOUBLE CHECK BACKFLOW PREVENTION DEVICE HAS BEEN PULLING BACTERIOLOGICAL SAMPLES FROM ANY NEW WATER MAIN OF TESTED WITHIN ONE YEAR AT THE TIME OF INSTALLATION, & IS IN GOOD ANY SIZE. THE JUMPER CONNECTION SHALL BE MAINTAINED UNTIL WORKING ORDER AT THE TIME OF INSTALLATION. THE TEST SHALL BE AFTER FILLING, FLUSHING, TESTING, AND DISINFECTION OF THE NEW PREFORMED BY A QUALIFIED BACK FLOW PREVENTION TECHNICIAN AS MAIN HAS BEEN SUCCESSFULLY COMPLETED AND CLEARANCE FOR USE APPROVED BY CITY OF MAITLAND. FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) & OTHER PERTINENT AGENCIES HAS BEEN RECEIVED BY CITY OF AITLAND UTILITIES. 5. EXCEPT AS REQUIRED TO FLUSH LINES OF GREATER THAN 8" IN THIS JUMPER CONNECTION SHALL ALSO BE USED TO MAINTAIN A MINIMUM DIAMETER, THE TIE-IN VALVE SHALL REMAIN CLOSED AND SHALL BE PRESSURE OF 20 PSI IN THE NEW MAINS ALL THE TIME AFTER LOCKED IN THE CLOSED POSITION BY THE UTILITY COMPANY. THE TIE-IN DISINFECTION AND UNTIL THE FDEP CLEARANCE LETTER IS OBTAINED. VALVE SHALL REMAIN LOCKED CLOSED UNTIL THE NEW SYSTEM HAS ADEQUATE THRUST BLOCKING AND/OR RESTRAINTS SHALL BE PROVIDED BEEN CLEARED FOR USE BY FDEP AND ALL OTHER PERTINENT AGENCIES. TEMPORARILY, AS REQUIRED. PIPE AND FITTINGS USED FOR CONNECTING THE NEW PIPE TO THE EXISTING PIPE SHALL BE DISINFECTED PRIOR TO 6. UPON RECEIPT OF CLEARANCE FOR USE FROM FDEP AND ALL OTHER INSTALLATION IN ACCORDANCE WITH AWWA C651, 1992 EDITION. THIS PERTINENT AGENCIES, THE CONTRACTOR SHALL REMOVE THE TAPPING SLEEVE AND THE EXTERIOR OF THE MAIN TO BE TAPPED SHALL TEMPORARY JUMPER CONNECTION. THE CORPORATION STOPS ARE TO BE BE DISINFECTED BY SPRAYING OR SWABBING PER SECTION II OF AWWA CLOSED AND PLUGGED WITH 2" BRASS PLUGS. C651-92 7. ALL INSTALLATION AND MAINTENANCE OF THE TEMPORARY JUMPER CONNECTION AND ASSOCIATED BACKFLOW PREVENTION DEVICE, r___" JUMPER CONNECTION DETAIL FITTINGS, VALVE, ETC., SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. N.T.S. 1Q8. TEMPORARY JUMPER AND BACKFLOW PREVENTOR TO BE PAINTED BLACK &2 9. THE JUMPER CONNECTION IS TO BE SCREENED WITH SWEET VIBURNUM HEDGING 36" HIGH AND 30" ON -CENTER. 24" x 24" x 6" DOUBLE METER BOX THICK CONC. PAD (18" x 24" MIN.) TYP. EACH VALVE BOX. 3" DIA. BRONZE DISC ANCHORED IN CONC PAD 4 BARS ALL 3" DIA. BRONZE FINISHED GRADE $TAMP AS RE)Q'D ROUND SEE NOTE 1 DISC ANCHORED IN /yi�� 7 CO NC. PAD STAMP SIZE OF VALVE AS REQ D. TYPE OF VALVE CAP �j� ' . , ' v. . / �// SERVICE 2 GATE VALVE / L-20 DIRECTION & NO. - VALVE COLLAR ��/� . �/� OF TURNS TO Q. .. v (SEE DETAIL) OPEN co e I d O. / ///� ` VALVE BOX WATER 2» 900 BEN �/ a . //: AND COVER .. N Oo Oo O O O/%i (TYP.) Oo Oo Oo Oo Oo Oo Oo Oo Oo O Oo Oo Oo C I CoCoCoCo�oCo0o�o�o oCoCo�o� 2500 P.S.I. r o Oo Oo Oo Oo Oo Oo Oo Oo Oo o Oo Oo Oo 12 MA J HYDRANT >°O�O�...... O�O�O�O� �O�O�O� �� CONCRETE MIN. ANCHORS A CHORING TEE RESILIENT SEAT GATE VALVE AND BOX (qEE DETAIL) NOTES: 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WITH A PERMANENTLY PLUGGED WEEP HOLE. 2. THE DEVELOPER MAY INSTALL THE SHEAR PAD RECESSED UP TO 4 INCHES BELOW FINISHED GRADE AND SOD THE RECESSED SECTION. 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A 6" MINIMUM. 402 '** FIRE HYDRANT ASSEMBLY DETAIL' N.T.S. Dl W� T'A NOTES: 1. ALL 2" PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL OR BRASS WITH THREADED (NPT) JOINTS. 403 BLOWOFF VALVE DETAIL 11�: N.T.S. 2" MIN. UNIMPROVED CONDITION TOP FLUSH WITH FINISHED GRADE 917 ASPHALT SURFACE BASE 4" x 4" x 18" LON VALVE BOX (MIN.) PRECAST POS AND COVER WITH 3" DIAMETER (TYP,) BRONZE DISC SET IN GROUT AS SHOWN IMPROVED CONDITION ABOVE. NOTES: 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16" AND LARGER, OR AS REQUIRED BY THE CITY FOR CRITICAL OFFSITE VALVES. 2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18" X 18" X 6" WHEN THE BRONZE IDENTIFICATION DISC IS NOT REQUIRED. 107 VALVE COLLAR DETAIL N.T.S. , T I Ell 1191 CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 Q 0 co L 0 m e co J Q 0 ry 0 z D 0 U w w 0 U 0 z 0 0 v V) W o� o CN N N 0 k L-,J vi X Q cn r. W0 _jH0 Zco W "' Q U CO 0 N N o 0 o W 1 m LL e e9 Q o z � Q Q o W LIJ ry N Q o U g F- z czzr a = cl� y O w U z 3 v z Q W W = U U 0 z a N W F- �w J � H � � O � U ZW 00 LLJo z O U N z CL� o N� w �O ry 0o w or < a 00 -Nr9 L0cfll--oOrn0 JOB # 24110 DATE: 06/01 /05 SCALE: NTS DESIGNED BY: CHM DRAWN BY: LAN APPROVED BY: CHM CD-2 SHEET 25 OF 46 9 DOUBLE LOTS (TYP.) SERVICE (TYP.)) PROPERTY LINE (TYP.) -- 2" BLOWOFF VALVE (SEE DETAIL) I 1 1 1 4" WATER MAIN (MIN.) FITTINGS AS REQUIRED (TYP.) L SIDEWALK SINGLE SERVICE (TYP.} F I I I I I I WATER MAIN 6" MINIMUM) REDUCER 693 FIRE (HYDRANT ASSEMBLY SEE NOTE 1 (1 RIGHT OF WAY LINE CURB WATER MAIN 2' (TYP.) RIGHT OF WAY LINE NOTES: 1. ANCHORING TYPE 90' BEND SHALL ONLY BE USED WHERE RIGHT-OF-WAY CONSTRICTIONS WILL NOT ALLOW INSTALLATION OF A STRAIGHT ASSEMBLY. 404 1 WATER SERVICE LOCATION DETAIL N.T.S. CORPORATION STOP (1" MIN z a W a POLYETHYLENE TUBING (1" MIN. SINGLE METER BOX AND WATER METER (BY CITY OF MAITLAM SINGLE SERVICE AWW) CC T SADD CURB STOP CORPORATION U-BRANCH (SEE NOTE 3) STOP (1" MIN.) MARK WITH SITTING „ 4 x 3/4" WOOD PAINTED BLUE & WITH CURB STOP LOT NUMBERS z 2 EA. w a POLYETHYLENE TUBING (1" MIN. DOUBLE METER BOX AND WATER METER (BY CITY OF MAITL DOUBLE SERVICE CORPORATION STOP & FITTING (NORMALLY OPEN) TO METER BOX y ASSEMBLY POLYETHYLENE TUBING WATER MAIN NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE BURIED APPROXIMATELY 3" BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2" X 2" X 18" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. 405 1 WATER SERVICE CONNECTION DETAILS — I N.T.S. 18' 10' UITL_, EASEMENT R/W SANITARY SEWER Aft STORMSEWER R/W- NOTE: 1. WATER MAIN MUST HAVE 10' OF CLEARANCE FROM ALL UTILITIES MEASURED EDGE OF PIPE TO EDGE OF PIPE OR STRUCTURE. TYPICAL WATER MAIN CLEARANCE DETAIL N.T.S. CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 0 0 -1 ru LL- ry O LL D 0 U W Lv 0 U 0 Z 0 0 s r U V) W o �r L o � O N N � 0 Nag I -U� Z .10 X a� � Qw� W0 �� O O o� Z L0 Q J W " Q 0 `~ C M N n O O W 1 W o n o o � z R w w o U r 6 = Q O N_ Ix _ 0., O z Z w O WU w ' 0 z Q 0 w z Q It W = w v JOB # 24110 DATE: 06/01 /05 SCALE: N TS DESIGNED BY: CHM DRAWN BY: IAN APPROVED BY: CHM I CD-3 SHEET 26 OF 46 IN �) Z :. 4" x 4" x 1 /2" BEARING PLATE (TYP.) #4 BARS UNDISTURBED EARTH ENCASE TIE RODS IN 1-1/2" PVC SLEEVE t I- - - - - - - - - - - - - - - I SET TOP OF VALVE BOX TO FINISHED GRADE FINISHED GRADE ADJUSTABLE CAST IRON ' I I SEE NOTE 2 VALVE BOX I i I BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE ON VALVE OR PIPE I I AND SHALL BE I WATER CENTERED ON MAIN OPERATING NUT 0 I°° °° °°° D. 0 0. 0 D°° °°°-D.O-D°° 1 . 0 .0 ° 0 ,0 . 0 ,0 O'D 0 e 0 ° 0,0 °°� D ° 0' D ° 0' D °° . 0' 0 ° 0' D .° o D °° a =D . 0'D . 0'D . 0'D . 0'D . 0 0 o 'D . 0'D . 0 o0 . 0 oD ° :° ,0 . 0'D . 0'D . 0'D .. 0'D 0 .0 '0 °'D ^° o 6" BEDDING ROCK - - - - - - - - - - - - - -I I CONCRETE COLLAR IN UNPAVED AREAS (SEE DETAILS) , NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 2 FOOT DEPTH BELOW FINISHED GRADE. ---------------------------- -------- I METALLIC LOCATING WIR I 4 BARS ALL AROUND glee MIN. 2" CLEARANCE °... AROUND PIPE.) 6" MIN. (TYP.) .A TIE RODS INCLUDING NUTS AND WASHERS (SEE SCHEDULE BELOW) I--C » MECHANICAL (6 MIN.) JOINTS [--------------------I I CITY OF OCOEE UTIUTIES DEPARTMENT I I GATE VALVE AND BOX DETAIL ( I 1 DATE; DWG: FIG, AUG. 1990 GVBOX 400 I I EARLY WARNING TAPE i FINISHED GRADE I FINISHED GRADE I 1 V� 1 " MAX. I 4" MAX. / PVC REUSE MAIN /j I PREMOLDED PLASTIC OR FORCE MAIN � � � I ' JOINT.. FILLER ' ,.,,./////111 1 I 5" WALLS (MIN.)- I i I' METALLIC LOCATING WIRE i PIPE 'PLUG (TYP.) - - I 1 " MAX. I I 2" NIPPLE � Z 1 I 2" GATE D (4'-0" MIN. - 3" COVER NOTES: 1. ADDITIONAL REINFORCEMENTS SHALL BE AS SPECIFIED BY THE ENGINEER. 2. MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 2500 PSI. 3. BEDDING, BACKFILL, AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE IN THE STANDARD DRAWINGS. 4. ALL FORM BOARDS SHALL BE REMOVED PRIOR TO BACKFILL. 5. NO ALLOWANCE SHALL BE MADE FOR FRICTION BETWEEN THE PIPE WALL AND THE THRUST COLLAR. 6. DESIGN PRESSURE:150 P.S.I.* SEE TRENCH DETAILS FOR PIPE BEDDING REQUIREMENTS SCHEDULE OF DIMENSIONS AND MATERIALS PIPE DIMENSIONS TIE RODS REWD SIZE (INCHES) A B C D DIA. NO. 4" 2' 1.5' 6" 4' 5/8" 4 6" 4' 2.0' 8" 4' 5/8" 4 8" 1 4' 2.6' 8" 4' 5/8" 4 NOTE:THRUST BLOCK AREAS TO BE COMPUTED ON BASIS OF 7,non LBS. PER SQ. FT. SOIL RESTRAINT (1,500 MIN) BEARING. SEE NOTE 5 " TO BE COMPLETED BY ENGINEER. r CITY OF OCOEE UTILITIES DEPARTMENT I i REUSE MAIN 1 THRUST COLLAR DETAIL I --------------- DATE --- DWG: COLLAR - FIG; 105 4. VALVE 1 2" NIPPLE FITTINGS AND - PIPE FOR A.R.V. SHALL 1 BE BRASS NOTES: 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (14 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX 3. AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO. INTERFERE WITH VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE. PIPE. 1 4. EARLY WARNING TAPE MAY BE REQUIRED IN ADDITION TO LOCATING I WIRE AT DIRECTION OF CITY. I -- CITY OF OCOEE UTIUTIES DEPARTMENT j PVC PIPE i LOCATING WIRE i DETAIL I DATE. DWG: INSTALL FIG: 108 :h17�7I�[e�liI�.l A' Y A' PRFC'AgT ° e ° ° ° G ° ° ° e ° • ° o ° ° ° . O� ° O O . 0 0 ° , ° a ° ° ° o ° - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I CORPORATION CURB STOP CORPORATION U-BRANCH STOP (1 " MIN. (SEE NOTE 3) STOP (1 " MIN.) FITTING NG3 4" x MARK WITH 3/4")/ WOOD PAINTED BLUE & WITH CURB STOP z LOT NUMBERS z 2 EA. I I � � Lj N Ljj N ry POLYETHYLENE POLYETHYLENE TUBING (1 MIN. TUBING (1 MIN. SINGLE METER BOX DOUBLE METER BOX AND REUSE METER AND REUSE METER 1 (BY CITY) (BY CITY) 1 SINGLE SERVICE DOUBLE SERVICE I I CORPORATION STOP & FITTING j (NORMALLY OPEN) AWWA TYPE 1 CC THREADS 1 .TO METER BOX I ASSEMBLY SADDLE I POLYETHYLENE TUBING 1 30 - 45 DEG. REUSE MAIN I I i NOTES: I 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 1 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE EXPOSED APPROXIMATELY 3' ABOVE FINAL GRADE AND TIED TO A 2" x 4" x 4" STAKE WITH THE TOP PAINTED BLUE AND I MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. I ______-- CITY OF OCOEE UTIUTIES DEPARTMENT I I I 1 REUSE SERVICE CONNECTION DETAILS 1 I I I I I I DATE; AUG. 1990 DWG` SERVCONN FIG 405 -------------{--------------------�-- I I I I I I CAST IRON FRAME AND COVER WITH ACCESS LID. I GROUT I I 1 4' x 4' PRFCAST I 2" VALVE (TYP.) 2" PORT WITH THREADED PLUG CUT OUT FOR FORCE MAIN OR WATER MAIN AS REQUIRED SEE NOTE 2 SERVICE SADDLE PER SPECIFICATION SECTION 50.5.4 „ °o J6 8" x 16" REINFORCED CONCRETE FOOTING. 4" MAX; PREMOLDED PLASTIC JOINT FILLER I PIPE PLUG (TYP.) I 1 2" NIPPLE 1 2" GATE VALVE 2" NIPPLE 0.0 1 02" 90 BEND ' FITTINGS AND ° ° ° • °.0. 0.0. 0'0. 0.0 0c0.0 °0. PIPE FOR 0. 0' 0. 0 A.R.V. SHALL 0.°.°. 0*0.0'0. BE BRASS 6" BEDDING ROCK NOTES: 1. ABOVE DETAIL IS BASED ON 2" COMBINATION AIR/VACUUM RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE 1 DETERMINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE SHALL BE 4.0 FEET. I r--------------------I CITY OF OCOEE UTIUTIES DEPARTMENT I AIR OR COMBINATION AIR/VACUUM RELEASE VALVE DETAIL I -------LATE•----- DWG: VACUUM- FIG; 109 - - - - - - - - ------J- CAST IRON FRAME AND COVER WITH ACCESS LID. EXISTING / GROUT PROPOSED FINISHED GRADE PAVEMENT 2" VALVE (TYP.) CAST IRON 5"WALL (MIN.) VALVE BOX TOP SECTION 2" PORT WITH EXTENSION ROD THREADED PLUG REQUIRED I SEE NOTE 3 GROUT ° 2" 90BEND I �-"•� 2" NIPPLE `� • ° 2" UNION 2" BRASS PIPE 2" GATE VALV 8" x 16' REINFORCED CONCRETE FOOTING. SERVICE SADDLE WASTEREUSE PER SPECIFICATION I FORCE MAIN SECTION 50.5.4 1 OR REUSE MAIN 1 NOTES: 1. ABOVE DETAIL IS BASED ON 2" COMBINATION AIR/VACUUM 2. RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETERMINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 3. THE MINIMUM DIMENSION FROM ELBOW INVERT TO FINISHED GRADE SHALL BE 4.0 FEET. --------------------- CITY OF OCOEE UTIUTIES DEPARTMENT jOFFSET AIR OR COMBINATION AIR / VACUUM RELEASE i I VALVE DETAIL I DWG: OFFSET FIG - -110 ---------------- I-------I-------I-------� �T CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 Q 0 0 co � J a 0 W W� 0� U 0 U 0 Lei Li U0 0 Z Li- 0 0 0 V) W o �I ON O N N � 0 � 0) `� I w 0 >z00 1 a Fr "I X Qc.. LLBLj I- 00 .. o� ZLo M� U `~ 00 M N o � o L,J I 0° W n a z W oQ W z o of N Q o D z c- Q Q 0 Lv U w z } v CD R `'- z ¢ W LLJ U U JOB # 24110 DATE: 08/21 /05 SCALE: NTS DESIGNED BY: CHM DRAWN BY: IAN APPROVED BY: CHM CTY-1 SHEET 27 OF 46 L�Ll 1 114 ilk � CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 Q 0 O .J L L- J o W. wry 00 U 0 U. 0 W U W U O Z LL- 0 O ® >— U U! W O OF- O N N M Lj I 5 zW ¢E2 X Q� � w . Ho v 00 O :� Z00 J M Q U 00 PO � r O "o � O O W I w � o z cts R W © W 0 U F O!f N Q m O U g [� _¢ z o- � z Y O L1 U w W > Q z 3 LL C Q � z Q Ir w = W U zz 00 00 5 U U) z Of d Of d n n U) N 5- ILL] ry of o � O W 00 O �NV)d-tC)cOI-000)0T ,— — JOB # 24110 DATE: 08/21 /05 SCALE: NTS DESIGNED BY: CHM DRAWN BY: IAN APPROVED BY: CHM CTY-2 SHEET 21 OF 46 WALL SLEEVE AND COMPRESSION SEAL (TYP.) PVC 3' MIN. PRECAST CONC. INFLUENT 8If H 8If VALVE VAULT PIPE CHECK VALVE W/ LEVER AND CAPPED NIPPLE WEIGHT AND VALVE FOR PRESSURE GAUGE /1y -1 m _ OUTLINE I Z3,, OF ACCESSGOPENING PLUG VALVE F(SEE NOTE 1) CABLE SPOOL PIECE HOLDER SCH 40 PVC FLOOR DRAIN RESTRAINED MJ (TYP.) NOTES: 1. IF PV=4 IN, LEVER OPERATED; IF PV> 4 IN, WHEEL OPERATED. 2. SEE FIGURE A402 FOR DESCRIPTIONS OF DIMENSION SYMBOLS. EMERGENCY T PUMP OUT 00 CONNECTION N 0 0 cn m c� c X m CD Cif N GENERAL NOTES: 1. ALL NON STAINLESS STEEL OR ALUMINUM EXPOSED METAL OUTSIDE THE WET WELL SHALL CD BE PRIMED AND COATED WITH TWO COATS OF EXTERIOR PAINT. 'DO .z z 2. THE INSIDE AND THE OUTSIDE OFTHE VALVE VAULT SHALL BE PAINTED. D r7 xm 3. THE WET WELL EXTERIOR SHALL 13E PAINTED AND THE INTERIOR SHALL BE LINED. > chO THE FILLET AND THE BOTTOM OF THE WET WELL SHALL BE COATED WITH 100% SOLIDS > C EPDXY COMPOUND THAT WHEN APPLIED SHALL RETAIN A MIMNIMUM THICKNESS -Zj OF 125 MILS. O � 4. ALL LOCATIONS WHERE GRAVITY "PIPES ENTER OR LEAVE THE WET WELL SHALL BE MADE Z r- WATERTIGHT WITH AN APPROVED I BOOT. C M 5. ALL LOCATIONS WHERE PRESSUI E PIPES ENTER THE WET WELL SHALL BE MADE 0 WATERTIGHT WITH A WALL SLEEVE AND SEAL. o Z I 6. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN THE WET WELL. m7. WET WELL COVERS SHALL BE ALUMINUM WITH 316 STAINLESS STEEL HARDWARE WITH �y LOCK BRACKET. l CA - D 8. ALL HARDWARE IN WET WELL SHALL BE 316 STAINLESS STEEL. > z -� D 9. SUBMERGENCE REQUIREMENTS SHALL BE MET AS MINIMUM. > 0 Z K 10. ALL CONNECTIONS IN THE WET WELL AND THE VALVE VAULT SHALL BE FLANGED JOINTS. > ALL REMAINING CONNECTIONS BETWEEN THE WET WELL AND THE CONNECTION TO THE z EXISTING FORCE MAIN SHALL BE` RESTRAINED MECHANICAL JOINTS. c D z 11. CHECK VALVE ARM SHALL BE LOCATED WITH THE SAME ORIENTATION (i.e. ALL ARMS ON to THE LEFT SIDE OF VALVE) MANUFACTURER: __FLYGT ----- ; MODEL: __3127----- ; IMP: __484--- ; DIA: __217mm; MM, SPEED: __1750--- RPM;1 DISCHARGE SIZE: --- 4---- IN.; VOLTAGE: __230_-__; HZ.: __60 ---- ; PHASE: __ i3------ ; H.P.:--- 10___--; MIN. SOLID SIZE: ---- 3___' IN.; CURVE: 63-483-00-3755 OPERATING CONDITIONS SHALL BE _-190.6__ GPM AT ___62.4--__ FEET TDH. G) Z m r ALUMINUM ACCESS PRECAST EMERGENCY PUMP O T CONNECTION HATCH W/ LOCKSET CONC. TOP FEMALE QUICK CONFECT AND CHAIN -LOCK CAP. m D O 4 D.I. VENT W/ VENT CAP POSITION/ROTATION PER COUNTY AND RECESSED AND SS SCREEN m Z z HANDLE PLUG VALVE REPRESENTATIVE > ` z D G)(SEE NOTE 3)- i o > m ALUMINUM ACCESS € - ;UWALL SLEEVE & HATCH W/ LOCKSET FLANGED RISER > 0 O POWER COMPRESSION AND RECESSED HANDLE CABLE SEAL TYP.) - N > VALVE BOX & COVER 30" X 30" CONC. M c0n € D PROTECTIVE j CHECK VALVE STAINLESS STEEL COLLAR, 6" THICK LINER W/ LEVER & PRESSURE GAUGE Q � WEIGHT ELEV. Z r- R FINISHED GRADE ELEV. U PET COCK VALVE d z I C 2" DIA. SCH. 40 MN, a*< N TYE 316 SS _ O P SLIDE RAIL - y, - - M z HEAVY DUTY c {q 4, -' -� TYPE 316 SSA a z N m LIFTING CHAIN -4•.a a a PLUG VALVE MJ TEE m \ (SEE NOTE 1) - X CA D PVC INFLUENT DUCTILE IRON PIPE -0 D PIPE (SHOWN {RESTRAINED JOINT) C : Z -I ROTATED 90 zz KOR-N-SEAL BOOT SS PIPE SUPPORTS 9 I O FOR CLARITY) _ ;az w HIGH LEVEL ALARM ELEV. V %-SPOOL PIECE) N � D.I.P.DPP.V.C. � ELEV. W v :x' LAG PUMP ON ELEV. W 3" SCH 40 PVC D D Z LIQUID LEVEL p FLOOR DRAIN '� C CONTROLS LEAD PUMP ON ELEV. X W/ P-TRAP (SLOPE O Sc > DRAIN PIPE 1/2 " PER FOOT) z c (SEE NOTE 4) O BOTH PUMPS OFF ELEV. Y m N 0 1 s 60 GROUT 0 (SEE NOTE 5) ' E LEV. z BASE ELBOW - z � N NOTES: /fj// 1. EACH PUMP SHALL BE FITTED WITH 6 FEET (6'- 0") OF TYPE 316 SS, GRAVEL MIN. 3/4 CHAIN ATTACHED TO THE LIFTING MECHANISM, AND AIRCRAFT 9e RATED 1/4" SS CABLE PROVIDED BETWEEN THE CABLE HOLDER # 6 -12 O.C. E.W. AND THE CHAIN. -n 2. WALL PENETRATION SHALL BE WITH WALL SLEEVE COMPATIBLE G� UNDISTURBED SOIL OR MIN. 3/4 DIA. X 11" STAINLESS W/ LINER AND RESILIENT SEAL BOOT FOR GRAVITY OR MODULAR C SELECTED COMMON FILL STEEL ANCHOR BOLTS TO SEAL FOR FORCE MAINS. X 17 COMPACTED TO 98 % EXTEND 7" INTO BASE. 3. IF PV= 4 IN, LEVER OPERATED; IF PV> 4 IN, WHEEL OPERATED. m I m MAX. DENSITY PER 4. ELEV. X - ELEV..Y > 4.5 FEET D j z AASHO T-180 5. PER MANUFACTURER'S MINIMUM SUBMERGENCE I m o CD 6. SEE FIGURE A402 FOR DESCRIPTIONS OF DIMENSION SYMBOLS. g G,Ir DATE: May 1, 2004 DUPLEX CONTROL PANEL ENCLOSURE FIGURE A418 DEAD FRONT LAYOUT MOUNTING BRACKET AL O 101 PL1 PL2 PL3 PL4 MECHANICALLY INTERLOCKED ENERATOR RL1 IRL2 RECEPTACLE ' - _ C) MCB ECB ETM1 ETM2 cu 0 0 HOA HOA O O AH ATS ASB 8 al a ® o MB1 MB2 pqD LOCK GFDR I 0 BRACKET LI I DOOR I LATCH MOUNTING DOOR STOP BRACKETS WITH LOCK FOR DEAD FRONT. NOTES: 1 DEADFRONT LAYOUT NEMA TYPE 3R S.S. ENCLOSURE W/CONTINUOUS HINGE. ALL HARDWARE TYPE 316 S.S. TYPICAL, ACTUAL LAYOUT MAY VARY WITH HORSEPOWER. 2. THIS CONTROL PANEL, INCLUDING THE GENERATOR RECEPTACLE, COMPLIES WITH THE STANDARD LIST OF COMPONENTS REQUIRED BY ORANGE COUNTY. 3. ALL CONTROL WIRE TOE BE #14AWG MINIMUM. 4. CONTROL PANEL SHALL BE U.L. LISTED AND LABELED. 5.30 SPARE TERMINALS (TB2). 6. PHASE MONITOR CIRCUIT BREAKER TO BE SEIMENS P/N: MSP10G, OR SQ-D P/N: MG24532. 4" PVC CROSS CONNECT PIPE FOR CONNECTION BETWEEN REUSE AND POTABLE ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GFNFRAI DATE: April 11, 2005 DUPLEX PUMP STATION FIGURE A402 DIMENSIONS AND ELEVATIONS TABLE DESCRIPTION SYMBOL DIMENSION ELEVATION THICKNESS OF WALL A 8 IN. (MIN) - DIAMETER OF WET WELL B 6 FT. (MIN) - WIDTH OF BOTTOM FILLET C _ C/L TO C/L OF LENGTH OF PUMP ACCESS OPENING E WIDTH OF PUMP ACCESS OPENING F * _ BASE ELBOW TO EDGE OF PIT G * _ VALVE BOX HATCH OPENING H 6 '- 0" _ VALVE BOX HATCH OPENING I 5 '- 0" - TOP OF WET WELL T - 149.5 FINISHED GRADE U - - 149.25 HIGH LEVEL ALARM V - 140.0 LAG PUMP ON/INFLUENT IN INV. W - 139.5 LEAD PUMP ON X ** 137.5 PUMPS OFF (TOP OF PUMP VOLUTE) Y _ 133.0 FLOOR OF WET WELL Z _ 131.5 NOTE: * PER PUMP MANUFACTURER'S REQUIREMENTS ** ELEV. X - ELEV. Y> 4.5 FEET LIMITS OF UTILITY EASEMENT - WATER METER ARPZ TO BE PAINTED BLACK - 1" WATER MAIN -� 4" TEMPORARY JUMPER WITH REDUCED PRESSURE - BACKFLOW PREVENTOR TO BE PAINTED BLACK A4" PVC CROSS CONNECT PIPE FOR CONNECTION BETWEEN REUSE AND POTABLE STA. 27+44.70 OFFSET 60.12'LT TRACT E LIFT STATIONQ DEDICATED TO OCU. 3 VALVE VAULT Q 6' BLACK DECORATIVE METAL FENCE ON CONC. CURB 14' WIDE 6" THICK CONCRETE DRIVEWAY 16' WIDE 8'-0" PANELS 11--""- SWING GATE - --- ---'� THIS DIMENSION SHALL BE EQUAL TO 100, - THE DEPTH OF THE WET WELL. NOTES: - - - - - 1. MINIMUM DISTANCE BETWEEN FENCE AND ALL INSTALLED EQUIPMENT SHALL BE 5 FEET. 2. CONSTRUCT A 6' HIGH DECORATIVE METAL FENCE ON 6" CONCRETE CURB ALL AROUND SITE. 3. PROVIDE 4" OF BEDDING ROCK WITH FILM LINER UNDER ROCK WITHIN CURBED AREA. 4. LIMITS OF SITE TO BE DEDICATED TO ORANGE COUNTY SHALL BE 30' X 40'. DUPLEX PUMP STATION SITE PLAN SCALE:1 " = 20' CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 Q 0 0 -J w co Q z Iz 00 1- Q 1'-' a) J w W 0 U 0 11 0 U W WO O N Ld M O H' U J LL_ gm I LLI Z Fyn CL XQ W 0 v (-o O o M ZL 00 ~ z W "' w J (1 U v __4 M Co n r ,,D o O 1 m LLJ w o- o z C7 w ^j Q O w N Q 9 0 0 U Of z = a 0 W U w >- � z 3 Er LJ U v U'i CAI W L m m U U �� 2- z z z ono ov LLJ zLd -c z ovo V) ar CL O (n fw N www W 0 Iso16^o p rNP7d'L[)COI�00a)O JOB # 24110 DATE: 06/13/05 SCALE: NTS DESIGNED BY: KDB DRAWN BY: IAN APPROVED BY: CHM LS-1 SHEET 29 OF 46 ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERAL ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERAL DATE: April 11, 2005 DUPLEX PUMP STATION SITE PLAN FIGURE A405-1 6' BLACK DECORATIVE LIMITS OF SITE TO BE DATE: May 1, 2004 PUMP STATION GENERAL NOTES FIGURE A401 ALUMINUM FENCE ON DEDICATED TO ORANGE ®61� CONCRETE CURB COUNTY 4" OF BEDDING ROCK WITH ---- ------ __-------- -- - .---.___-------------- GENERAL NOTES: ALL AROUND. SEE POLYETHYLENE FILM LINER DETAIL SHEET H1 1. ALL NON STAINLESS STEEL OR ALUMINUM EXPOSED METAL OUTSIDE THE WET WELL SHALL UNDER ROCK LIMITS OF BE PRIMED AND COATED WITH TWO COATS OF EXTERIOR PAINT. UTILITY T_ EASEMENT 2. THE INSIDE AND THE OUTSIDE OF THE VALVE VAULT SHALL BE PAINTED. mot`' f 3. THE WET WELL EXTERIOR SHALL BE PAINTED AND THE INTERIOR SHALL BE LINED. y - WET - _ THE FILLET AND THE BOTTOM OF THE WET WELL SHALL BE COATED WITH 100% SOLIDS WELL PUMP EPDXY COMPOUND THAT WHEN APPLIED SHALL RETAIN A MIMNIMUM THICKNESS OUT OF 125 MILS. CONTROL PANEL-------- 4. ALL LOCATIONS WHERE GRAVITY PIPES ENTER OR LEAVE THE WET WELL SHALL BE MADE WATERTIGHT WITH AN APPROVED BOOT. VALVE 5. ALL LOCATIONS WHERE PRESSURE PIPES ENTER THE WET WELL SHALL BE MADE VAULT- WATERTIGHT WITH A WALL SLEEVE AND SEAL. - 6. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN THE WET WELL. 7. WET WELL COVERS SHALL BE ALUMINUM WITH 316 STAINLESS STEEL HARDWARE WITH 1" WATER LOCK BRACKET. MAIN (SEE NOTE 2) 8. ALL HARDWARE IN WET WELL SHALL BE 316 STAINLESS STEEL. 16' WIDE 8'-0" PANELS 9. SUBMERGENCE REQUIREMENTS SHALL BE MET AS MINIMUM. RPZ SWING GATE 10. ALL CONNECTIONS IN THE WET WELL AND THE VALVE VAULT SHALL BE FLANGED JOINTS. ALL REMAINING CONNECTIONS BETWEEN THE WET WELL AND THE CONNECTION TO THE R/V1l EXISTING FORCE MAIN SHALL BE RESTRAINED MECHANICAL JOINTS. — WATER METER SEE FORCE MAIN 11. CHECK VALVE ARM SHALL BE LOCATED WITH THE SAME ORIENTATION (i.e. ALL ARMS ON NOTE 1 THE LEFT SIDE OF VALVE) GRAVITY SEWER �—MANHOLE A THIS DIMENSION SHALL BE AT LEAST EQUAL TO THE DEPTH OF THE WET WELL. W NOTES: 1. MINIMUM 20'-0" ACCESS DRIVEWAY FROM EDGE OF PAVEMENT TO THE GATE SHALL BE PROVIDED ON NON-RESIDENTIAL ROADS. 2. WASHDOWN WATER SOURCE CAN BE RECLAIMED WATER ON A CASE BY CASE BASIS. 3. ENGINEER SHALL PROVIDE A SCALED (1" = 20' MIN.) SITE SPECIFIC DETAIL. 4. MINIMUM DISTANCE BETWEEN FENCE AND ALL INSTALLED EQUIPMENT SHALL BE 5 FEET. PRE —CAST CONCRETE 3" HIGH LETTERS CAST IN COVER RECESSED HOLD DOWN (TYP.) I7'�I��ll NO. 4 AWG TINNED COPPER GROUNDING, CONDUCTOR, PROVIDE 36" SLACK MECHANICAL CONNECTI BROOKS PRODUCTS 10" x 17" SERIES 36 PULL BOX, OR EQUAL —GROUND ",I TEST WELL LIFTING HOLE AST IRON COVER AVEL NO. 2/0 AWG TINNED �/� COPPER GROUNDING CONDUCTO TO COUNTERPOISE ROUND ROD GROUND TEST WELL. SCALE: NONE ISHED GRADE GATE VAL TEST COCK (TYP.)-, THREADED NIPPLE (TYP.)� FINAL GRADE FROM ff_ ff 4 BACKFLOW PREVENTER IN ACCORDANCE WITH PLANS APPROVED BY THE COUNTY ATE VALVE UNION (2 REQUIRED) 90° BEND (2 REQUIRED) cV 18" DIAMETER BY 6"/yam//�j OR 18 " x 18 " x 6" ONCRETE COLLAR TO WITH #4 BAR ALL SERVICE AROUND (2 REQ'D.) NOTES: 1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. ®2. THE REDUCED PRESSURE BACKFLOW PREVENTOR SHALL BE SCREEN WITH SWEET VIBURNUM HEDGING 36" HIGH & 30" OC. I U I 75 C N DRB MC8 ECB FL N C,80,12D 000 F3f F4 O G LA CT Pm R4 f:CB M8 1 MB R3 R2 I-] Fo NOTES: 1. MAIN CIRCUIT TRANSFORMER REQUIRED FOR 480 VOLT SUPPLY ONLY. DUPLEX CONTROL PANEL ENCLOSURE SUBPANEL LAYOUT (FIG. 304) (FIG. 501) PUMP STA GROUND TEST ENCLOSURE/ ` ONE TYPICAL PER STATION �P 1 PUMP 2 CABLE HOLDER 2/0 TINNED COPPER TO FENCE VALVE VAULT ( 1 (1 1 BOND #4 TINNED CU TOI ACCESS COVER AND FRAME i —G G COUNTERPOISE 2/0 J TINNED COPPER I GROUNDING DETAIL ABBREV. ITEM DESCRIPTION AH ALARM HORN AL I ALARM LIGHT ASB I ALTERNATOR TEST SWITCH CCB I CONTROL CIRCUIT BREAKER CCT I CONTROL CIRCUIT TRANSFORMER DR I DUPLEX RECEPTACLE G.F.I. DRB I DUPLEX RECEPTACLE BREAKER ECB I EMERGENCY CIRCUIT BREAKER ETM I ELAPSE TIME METER F I FUSE FL I FLASHER FR I FLOAT REGULATOR G I GROUND GR I GENERATOR RECEPTACLE HOA I HAND -OFF -AUTO -SELECTOR HSS HORN SILENCE SWITCH LA LIGHTNING ARRESTER MB MOTOR BREAKER MCB MAIN CIRCUIT BREAKER MCT MAIN CIRCUIT TRANSFORMER MT MOISTURE AND TEMPERATURE FAILURE LIGHT MS MOTOR STARTER N NEUTRAL OVERLOAD HEATER POWER AVAILABLE LIGHT 3 RE UIRED 1 EACH PHASE PUMP AUTOMATIC ALTERNATOR R PILOT LIGHT PHASE MONITOR RELAY RESISTOR' RUN INDICATOR RTS REGULATOR TERMINAL STRIP TS TERMINAL STRIP TTS THERMAL TERMINAL STRIP Ik'[9111 23 J 4 PUMP STATION CONTROL PANEL LEGEND (FIG. 306) NOTES: 1. MAIN CIRCUIT TRANSFORMER REQUIRED FOR 4BO VOLT SUPPLY ONLY. DUPLEX CONTROL SCHEMATIC (FIG. 305) ^ ATr M^e-T GATE PIPE 1 /8" THICK X 1 " WID X 12" LONG M U LTI STF TINNED COPPER BRAID rrK i r%r RAIL POST DING CLAMP FINISH GRADE STATION• --• 1,40. 2/0 1 Ilvivcu COPPER GROUNDING CONDUCTOR TYPICAL FENCE POST GROUNDING SCALE: NONE METER BASE POWER WITH BY—PASS DISCONNECT 3" GALVANIZED PIPE (SCH. 80) GALVANIZED -- PIPE CAP (TYP.) 1-1/2" MIN. CONTROL MOUNTING BRACKET PANEL ENCASED IN SEAL OFF CONCRETE N HOSE BIB MOTOR CONDUCTOR CONDUIT 2" SCH. 80 PVC (SEE NOTE 2) CONTROL CONDUIT 2" SCH. 80 PVC /A INCOMING U SWEEP ELBOWS-r u POWER 25 OHM MAX., GROUND RODS (2 EACH) (10' APART) NOTES: 1. DRAWING IS SHOWN FOR 230 VOLT POWER SUPPLY. THE LOCATION OF METER AND MAIN POWER DISCONNECT SHALL BE REVERSED FOR 480 VOLT SUPPLY. 2. WHEN TWO (2) SEPARATE CONDUCTOR —TYPE MOTORS ARE USED, CONDUIT SHALL BE INCREASED TO 3". 3. POWER SUPPLY SHALL BE UNDERGROUND ON THE LIFT STATION SITE AND SHALL BE 3 PHASE FROM A 3 PHASE SOURCE ONLY. PUMP STATION CONVOL PANEL INSTALLATION DETAIL (FIG.302) 1, F a 1 : \ CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 V) W o� N(` N 0 � M � I vi � z w Q of m O_ X LO W W H 0 Z .�. 00 0 z W M¢ W J v r-+ M CO N .-� 0 o 1 cn Li w 0 z Q z O CD O W (i N _ tp O U Z al _ a CL Iy CC O Li U LIJ >- Q z 3 � R U- Z Ld r U U W W ~ z Uj o v o � tn� U W 2-1 Z Z w W CDO UO W O W L� U U C9 O CDU O C-) U) z cr_Ofn:f= W w w W p a- a- 0 W 0 W 0 W 0 W > ,n CN N (N W > w > w ::I- W > W Elf w d' 000o w r, CO 0 � CN -'4+0 Lo I,- CO m o — JOB # 24110 DATE: 06/13/05 SCALE: N TS DESIGNED BY: CHM DRAWN BY: IAN APPROVED BY: CHM LS-2 SHEET 30 OF 46 ■ 0 v Z3 o c — O M U� IC) m 1 ` ti c r` cri rn rl- U "' � o� QuLL o Cz co 7C) �C .c c 'c c IL(1) �z co rn } U 0] c C N E E Z ) O U cr U CL W c O O Q o W n Q N 0 t� > � W _c U) Cc cu 4-j �" i- U- N N 0 Q- cu U U o CL Cl) RS L, cu -2 L o to c)) v _ c cu 32 E O t� C O C t, Uco E oQ c� a� co C) 0 E 0 ro rn U �0 Q. Q D L o�ca �ioCz -J' o' a c C c c c m a co � z �� U U U 0 m +U.. aU.. N N O 0 z v o a U U � U 12- C w w co O 0 0 LO o w r Q N O n T r CO T O LL CL C Q c(S) UE U O (U (U C C ) JJ_ NORTH Nl�NII/ PROJECT NO. Not to Scale 2434 Final placement of street trees shall be field located to avoid utilities SCALE of As Noted 100, 200' * All site furnishings by Du Mor or approved equal DATE Date:A 5 2006 May2005. SHEET 0 t� c 'C/3 7 �O ca Uu o c� g) 40 d- E� ro 0) (' N y (Y) .C: :ocz Q- OO3 n L � � CTJ Q Q; nV,J J W � CO � C 7C) am E 12 N N O O Z c� v g Fr a 0- U Cl) cn w c c � 0 0 a: cl: 0 LO o r Q N p C6 r ') r It to to •— -0 c � o o c c 0 J J C: U NOTES: PRUNE AND TIE FRONDS WITH HEMP TWINE 1. WASHINGTONIA AND SABAL PALMS INSTALLED W/BOOTS AND SKIRTS INTACT. 2. SEE PLANS AND SPECS. FOR PALMS W/BOOTS TO REMAIN ON TRUNKS. 3. FINAL TREE STAKING DETAILS AND TWO LAYERS OF BURLAP T0. PLACEMENT TO BE APPROVED BY OWNER. PROTECT TRUNK Y TWO STEEL BANDS TO SECURE 4. CONTRACTOR SHALL ASSURE ADEQUATE = BATTONS PERCOLATION OF ALL PLANTIN PITS PRIOR 1_7 FIVE 2"x4"x18" WOOD BATTONS TO INSTALLATION. PAINTED BROWN 3 - 2"x4" LUMBER POLE BRACE, NAIL (DRILL AND NAIL IF d NECESSARY) TO BATTONS AND 2"x4" STAKES. FLAG AT MIDPOINT AND AT BASE 2"x4" WOOD STAKES PAINTED 2" MULCH BROWN BERM SOIL TO HOLD WATER 12" FINISH GRADE :. ... ::............. ;Y...........::.:. ...... . . - ...... .... :.:.:..::vf .:.: ! : - PREPARE PLANTING SOIL AS SPECIFIED PALM TREE GUYING DETAIL NOT TO SCALE NOTE: CONTRACTOR SHALL ASSURE PERCOLATION SHRUBS SHALL BE PLANTED 2' OF ALL PLANTING PITS/ BEDS PRIOR TO HIGH WITH SOIL MOUNDING UP ` TO THE TOP OF ROOT BALL General Notes 1. Landscape Contractor shall be responsible for all materials and plants as called for on the landscape plans. The list of plant quantities accompanying the plans shall be used as a guide only. Contractor shall verify all quantities and report any discrepancies at time of bidding. 2. All plant material shall be graded Florida No. 1 or better, as outlined by "Grades and Standards for Nursery Plants", Florida Department of Agriculture and Consumer Services, division of Plant Industry. 3. All planting shall be top dressed with a minimum 2" shredded cypress mulch or equal. 4. The Landscape Contractor shall be wholly responsible for the stability and plumb condition of all trees and shrubs and shall be legally liable for any damage caused by instability of plant material. The staking method,if not shown b detail on this Ian, shall be approved b the owner or Y p _ pp Y his/her authorized representative. 5. Every possible safeguard shall be taken to protect existing trees that are shown .on the landscape plan to be preserved. 6. 'The Landscape Contractor is responsible for cleaning all debris associated with their work. 7. All landscaping shall be installed according to accepted commercial planting procedures. Soil, shall be free of limerock, pebbles, or other construction debris. INSTALLATION. - 2" MULCH RING WIDTH OF 8. All landscaping shall conform to the City of Ocoee standards. PLANTING HOLE STREET TREES SOIL BERM TO HOLD WATER r...•::;;...... . Landscaping sheaf not interfere with lines, i 9 power nes, sewer or water es ;its@ii=ifr��=:° .,;•.• . ... pp 30 QV Quercus vlr Inlana Live Oak min, 31/2 cal. 14 ht. x 8 s d. - or any other existing or proposed utilities. ::.;ar:L......: g , .. „ � � ::F`:; 1; :'1�::::;L}?;�;;%:yht 3:::% iii:••.:iii'•iii::::.... , - I,=::::::::::::rdi S u ar O k i 1/ al. 1 h x d. Q S R E F R BRIG TI N JUMP R ONN C ION & 10. All landscaping areas shall be 100% irrigated with an automatic, ., BACKFLOW PREVENTOR irrigation system. FINISHED GRADE .................. .. : ::: : .......... i E i i '..i..i. ..f,!..J..l.., ° .: i.i.�..i..i.:� - Ei.L� ..,. _ .. ...... ...................... ..................:.: ............ ► ► : : ( >................. :: iii iii' �: .: ... I r ....... ,.. , . ...............:: . ::: .: :....:,.�,�rr :.......,..a, ,.._,...:.:: K .....:.... �....................:::::::......... .................... ::: ; ; ,....................:. ; ....�.....; ,. ; :. ; : ; ;:. :... ; : ; : ;............:.......; : ..... .The develo er and /or their successors shall be res onsible of the . I ............. _:,..., f. : VO ib rn do ati sl u wet J. rn m 11 p p ......:_..:.......................:...:..:..:..:....._E....E.:;.....' ! maintenance of all landscape areas. Landscape areas shall be kept in a ..............I !; I ................. I:.. p P p • i i ...................:.t i i i.:.................. ( ( . -4. ;;::. ........ : .................. : ; :: :.................., ; ; neat, health and ofaerl appearance free of refuse and debris. The city _...._...._. ...................: : ;.................. ;.................... 6 TYP. _ ...,._<..:...:..; .: :..:...:..:..:.......... ...--:...........:..,.....;...,...;..;....:....:...:..:...;......,...;..;...; ., . ..-- .... "required" y shall conduct periodic inspections to assure that all required plant material is in good, healthy condition. 12. Street Trees are to be installed as each house is built. 4" TYP. 13. All plant material will conform to the City of Ocoee LDC. - SHRUB AND GROUND COVER DETAIL - NOTE: ALL SHRUBS AND GROUND COVER MASSES NOT TO SCALE + + + + TO USE TRIANGULAR SPACING EXCEPT 14. Final placement Of .all Landscape is to be field located, to avoid WHERE NOTED REFER TO PLANT LIST FOR conflicts with utilities existingtrees buildings, and other site conditions. 12 + + + + + INDIVIDUAL PLANT SPACING'X'. , g , Q CURB OR EDGE OF PAVEMENT PLAN NOTE: 1. CONTRACTOR SHALL ASSURE LOT TREE, THREE PER LOT TYP. 120 12Q PERCOLATION OF ALL PLANTING PITS PRIOR (TYP.) TO INSTALLATION. SEE PLANT SCHEDULE. • a TYPICAL PLANT SPACING 2. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. NOT TO SCALE -- - — - — —i I I I PROTECT TREE TRUNK WITH I BLACK RUBBER HOSE Q #10 GAUGE WIRE STREET TREE, ONE PER LOT (TYP.) � THREE 2' x 4" x R STAKES SPACE O I Building Pad SEE PLANT SCHEDULE. 9 EVENLY AROUND TREE PAINT • BROWN � Q • �:;� poi � 3" MINIMUM OF CYPRESS MULCH D L - — — — ---- SOIL BERM TO HOLD WATER U tom, p -- 1/2" DIA. BLACK RUBBER HOSE ,.I. TIED WITH DOUBLE STRAND 12 NOteS: FINISHED o GA. GALV. WIRE MIN. 3 GUYS PER GRADE TREE BEYOND Q ■ Irrigation of all Common areas to be the TURNBUCKLE AND WHITE FLAGGING responsibility of the homeownees association; Street ! 3" MULCH RING WIDTH OF Individual lot is to be the responsibility of the j f - ►, PLANTING HOLE j ... z resident. I; _ ._..:...:..::::::::'::...: ;_ :..:..:..:..:....;.... .... NOTE. I t....... ,: Typical Lot Plan ! ......... ................:::.: >" BURLAP TO BE REMOVED FROM TOP HALF YP. ...................:.::.:.. BALL (j......... : ` ' ....I........: ::::. OF ROOT A { ........... : : ........... ■ All communit o en s aces will 100 /o irri ated o SCALE :::........... ii '.: NOT TO Y p p g ;.......:....:..... ;.................... U with a timed, automatic underground system ':::::::::::::::::.f : ; '� ` ; ,.,,• .. -;• . , .... "<. , .... . ::. ... ............. - "' FINISH GRADE Typical Residential Lot Treatment ••`t ;:.'•,..-: B & B OR CONTAINERIZED (SEE UtIIIZIn pop -Up heads Whenever possible. SPECIFICATIONSR ROOTBALLWithin five 5 feet of the right-of-wayof each street within th ,,, :•'..'.. ; .' FOR :::::: :........... :::: r......., :4..:,,`... ; ...... ::............... �) :: REQUIREMENTS) >........... ::: € :: .:..... . Q ) : : : : :..................: : : : >....... o :,, :...._:::::::..: residential development, one 1 shade tree for eve fifty :.::::::;:.-::.......... ; ; . :■ Each single family lot' be provided,at a PREPARED PLANTING SOIL AS ; . 50 linear feet of right -of-wa t he trees shall be IceS g Y I:: ::• PRE A :: ! ( )Y P ;: , SPECIFIED I ; alternately on either side of the street. When allowable per minimum three 2 DBH in size and 10 feet in ;I .......:.:::::.....................:: ;::. Y .................. . : ..........< :::.................... ; .:........... 2 x4 WOOD STAKES OR #5 ::: ..... ! :: ::: ; : ! :: : : :........;..:..:..;...:..;..: ::: >..:.............< ::::::.................::: ::.......... i I existing d native tree .....:.........:....:.......: .::..:._...:........................:...;....;._..................... .. ::................ .... ; REBAR 24 LONG 3 BELOW the Final Subdivision Plan, ex st ng trees an ::.:........- ... :::.....::_..._...... ! . :..................._ :::................,..::: .........._ height : • ::::: • • • • All lots will be sodded with (..................: :.::.................... ; : ; : ;.........,........::. ;.....:............_ ............... € : ; ;.................; ; GRADE S ecies will be ufilized. Trees located on residential lots will €...................: ? • ; ;:.................. ; ; ! ; ................. ; ,.................. :........_,..;..,..:.............;..;..... ....,..:..:...:., :..;..;... P :................. .................. :::....................<. ;::;................. :::................. !................; : PLANT TABLET . Augustine sod. : St :................... : : : : :................_ i ...,......... ;..................::... ,............. be counted towards the three tree per lot requirement. ;.................. T ! : I (SEE SPECS FOR QUANTITY) . All residential buildinglots shall have, at a minimum, three PREPARE PLANTING SOIL AS 3 trees per lot. Said trees shall be at least two 2 inches in ■ All mechanical equipment on corner lots to be 18" MIN. VARIES WITH PLANT BALL SPECIFIED ( ) P ), TYP. DBH and at least ten (10) feet in height. All required yards placed on the interior side of yard and shall be sodded. screened with approp�'iate landscaping SMALL TREE GUYING DETAIL LARGE TREE GUYING DETAIL Ai Detail for trees smaller than 2" cal. NOT TO SCALE Detail for trees greater than 2" cal. NOT TO SCALE Date: AP R ® 006 7U E O _ � N Z;5 70 o � C) QCY) 0 h oC) 0 N� cts CF) U �co M R L C1 L „` O W L 0 IL Crj O - V, 0 C Q Q(D U Q N M> CZ C c IL CCU n. z a m �20 U U U E a3 m E E E U U U z 0 U CU U pC O w 0 0 0 0 w N O r M '- O 0 O CM N �- W c _CU CU LL CU N a�SE0 U _ J PROJECT NO. 2434 SCALE As Noted DATE May 2005 SHEET L4 36 of 4. 1 .c . . . . . . . I . - _ .. ..... i i .. . ; . . 1 ............._.........:::::. .. I..,,,_::-::::::::•:::..�...-.II ..::::::::::::::.:::::..__,......�..-...:...:..........,,,.,,,..... .......... .....,,.,,.:,,. N...,._.........._..,.....,_:.............................................. .. _,. « r GRAM ROAD 60 R i ht of V1/ .,...... ..-... .-,.................................._.................. I g ......................._.,,..,.............. .....,...............................:.:....-1.......,.....,,.,.,....-•__.................._:............ POINT OF CONNECTION TO xONf REUSE MAIN. PROVIDE 211 ..II '-,.1 /- ... ..� I�,,II ..1..::�.I I/.....II ..,...�I, �.I I- ..�.�"f-...I .- —�.-,."I,.1.Ia.I�....�,...Ic.-\, .,...--\I.I, .I�..A�I. .I.I�."..",.1'.II'.�l-ly.b l.,...�. 'eL.I.;I.-.s1* :I - .-.1I . I ,-,9,1b I11."�t` �- "I',%,,.-�I �", I ,,..,;i, k. I-D 'I . �.4-1....(.,.I...."" .'1" .,1%1"..1i..-II .I 11.,I.2 .��I I.,*�"',,',.I4.,,..-'I../�Iv ...`" II�.,1�I.I*.-`� - -'-1,.!�'1I1.,�I..s` . 1�, ;I Is.`."1I w,I L..I".-1-.1�II,..,� .I...LI", ,.�II ,.1 , �., -. ....�. ......'..--;1..;.1.-.//-�,-'.-I .- , ,.,�� I .,,'-I..I . I.I . .�. I .-...: �... I I�I ,i.II- .,..�...f� ., , ....41/ 1.,%�I �,.11. .�"/ ,..�.,.". -. -�'"D11, .r.,"--...I � .'., .- I � 1.I.... ,1l"...I" ....I.I. :.\4 �� .I ,.;�.I I! ,�.;.,I, /., ..-k,. .` .I/..� I . - .,.,D..I....0 .I.".s* .I -II1I..\ A'..lI."1 l.1�1.1"I,�I .I "� I I .,"-1..:I 1I.\,1.,� ".." .�I, .. " .%I .I' I. . . ...--.....-......*...).. A5 " 1 ; METER WITH 2 SERVICE - i „ LINE. ..._ 2 6 :.:..:._._..................._ ...............« ........«,_.... _..............-11.._.......::"...:....::..::::.... ......................-..................................:..£.......:.,.:..........:......................:......::............:....:................. ..................................,.:.... ................. ...,........,:.......... —....- ........................,_..,. ..:.............. ..........................:................. ........................ . .............. 1 1 4 :::>« . ......_ " : ...,. ..._. _.. . ...................._..................,.....__.._, .. :.......:.... ....... .......:. ................... _//ice .. a , F M l W : »W W / "W W W s 1 `: W W f W •<. W W W W W W `''I W W W.`"I W W W.r W'°>. W W W W / � W ! IIIF X W 3 4 W W W / w `;W 1' , 3 4 Ni W / W +:W W W ``; W W W W W W /' / r , r ....... .n, .:..vi .�_..._.. ;._....... :..... ....:. .. _ , : ..<..._. ,._ .r .. ..,.. r : r r , ..,..,f . � .. ,...... W W W W 3 4" S S : r S f. . _ - ✓ ! ! / . ... i. £. a ... s §. , s . £ ,. £ s / s / r r / .! • / ! s / ��j { :, % v�� s'7s !', 4 !., .i .� ,. f r .,. c.! .,/ , rrlr!.t"'%• a s ::r r " r . ... s 'h.� .! 5/ Tdr, > .,.G ., / ✓ u > r <s, .. .,/ / / / / / /./ /. r r / y c a c 'C ¢' r T �ii7 r r! , , ! ! / ! a r r u Fri / Y+... r %, / r„rr, f a < / ' W „ .:....✓. b.....„ ,3.yKra, f ,,. ..,,«,,. ,rs✓ssa aa.: s «......................w,.,,,«,..., ..««.«. ....,.w,,,,«,.,.,. ..,..,.r,,.,.... i. :.•,w,.......,:........::....................«..,,,-/...,...,..,rr,...,,...,..,,,,,,.................«.G««.«.ri«.".,.....,...,m;:..,.r.«.«r,.............r.....«.«....«,«:,..,...,...,r,..,,,",...,.. }......«..r...iiKfi,.rih .....:.............. _ 1 s .... ' .. y f.. ., / >. � � , . vv' .. w � ... ,..... .... r�"' ... ...... .. ....._ _...., ..... .......!' .. W W .,. — w W W W W w w W r::' � �~��. s W 1 W. W.... .. w. ! ....." s ...., s s 1 4, ,r ., ..,,... t ,,,. ....,,.. ,,.,. ,r,! •w« .W ,✓'V�lµ .....,"..,,,,.,. ,.. .:'i;,,; " , "I- r^ f „„ y.,n, a ' 5 VALVE WIRE SLEEVE ,r / / r .�/'"" t r/: r..:/ s 's,r ''r ., .lr i ''.....I/ y,,.: '''�.,":; .r•YL't' A4. s E n, IffYA1YM!<i//b1.rMf i!�!!w///.;dp'AfTlflnl„� I. I. II i :, r / .�-n_ ,. t •,:.. , it _ 2 1 2 IRRIGATION MAINLINE: .. i ,l t 2 j2, W ! / Y'J o u r d :/l-,l....../ .. , ^ 'Yf _ 11 •} "^,: ;,! ^ ; r , L I S 2 E °D 71 E VE . 3 4 y 2 1/2 IRRIGAl10N MAINLINE" /sr:,;' 1 _.._ >,, .. i £ _ o Y 4 4 0 /, ' 4 ,, : : e , , £ W/: / . . : �' 2 / t 3 a 1. X"a"s s: s 5• 1�N t as. 3 4 'Jn £ A3 /. � 4- i i 2 - . V £ i �, o ,;. - 'D s f' 3 4 '�` /<. i r / t . 4i 3 >i # 3 4" k W ':w 2 �6 8 + i , r i , i £ f Z r: „ 1 1 ✓///ir.:•:- °�« as ........./�l::::::::,:: ., £' . CONTROLLER <� Q i 4, £. : / :k D 0 N 'a' x e �W i i 1 iW w£ f r : :.I O I r A 2 ( ? f, y' . A -n sac E W..I [ � '• t 3 4 f ; '' ,f t ��2 43 ••4 w - o :W : ", f iW r r^ si f�" W: s� i• ' t:. O :j !. S £ r �,.' f I . �. ,n< %'� / �5 t , "r+ t i ,S i... f 2 47 #' t s' w£ ?$• , '" n R% ' D W } ss 's !• 3 ,r r�! w , r S <Nr F `t% �s nn # i 3 r .rr ` I� # i %" `'n i '4••� f 3 •4 w t s i F. E ys, r c X`' 'w +i i >S fF s. { y Y' " r • ^ q i r, .•:r •. t £. ,erg: ,,.n i D s' j W 3' �• ,: S E X 2 '4 f :: Q , f' f; f E,�� E < / ! 7 �j , b .,. ,:..,..,..... i ✓~ C r'f r- or :' �'..S.n,.. ,,:, , s ,,.« . , . n.., W s .... «, s'' . `� :. t " /, •/ '>W r 3 4 y > J t y� Y. D/•• / .......... « x......:.... _._.. ... r. n ti /D D n. «..._ _ ;:r .... _ ................... ... « H !_._...._....................................._ a, / o «« y s 7 i. e / r." € i ;y ., f .r, > , ,,, , ,y ,,, , .... Jr v_«_._..._........................................... .v < .. " ... ,..,, . .................. .....--. a i _....................... _.... 4' J' .r. .... .. ................... .. ........ ... : i ro :. / :; ' : t y 3/4' - W f i . . f' / '` `-«...................................................._........._.,......... ....,......................... .._-.« ..... _ ._.__. _ _ _. ,v is ' , ,.: , %. , ...,....._- .................. - .. ... , . , i ....-.......,«...._.__................................. / . . i , . . / i`~ D l .. _,._...._ ..................... ;y / r i / F - i / / 5 :' ;:-. / I / y .« . r - •i: : : r' '/ ., : - : ". - !` / i' , : '�,. \ t i i I : i : . tl I - _ f� _ - _ - - - - _ € - Pi _ . li . - `((i _ - t - -� ti .. - - - I . � � - I I � . . I � . . I I I . I . . I . � - . I I I . I � I . - � . 1. . I � . I I I � I I � . . I . I I � I - _� I . I I - � . . � - I - - - - ' " . - .. - NORTH 30' 0' 30' 60, , Date: 2006 2 I 0 a c 0 (D c O 0 (j-q C a� E a O � :01 P? aD 1 O 0 1. d- . 4-; rl_ z .-. . 0) ti E 0 a) � ca m C co c� ti N U U co I . ._ 0)-0 •�1 •c O L - 0 ^ 4 — LL I ai - I- O'Ir U ( L . U c Q a) a. (1) U Q 8 a ca !!�� c VJ c - . . (Tj 0 J VJ — C C c C a) ro CL _ cL a z C cr) ct3 J Z 0 cr U W C c (u m _ • 0— Cu C O CL � � +r t�3 tU to O Z3 � o .L— ( V PROJECT NO. 2434 SCALE As Noted DATE - ay 2005 SHEET IR1 E_.... . ---- _ -- ..- . GENERAL .NOTES LEGEND IRRIGATION SYSTEM PERFORMANCE NOTES ® RAINBIRD 1806-PRS SERIES 6" POP-UP SPRAY HEAD WITH MPR NOZZLE RAINBIRD 1812-PRS SERIES 12" POP-UP SPRAY HEAD WITH MPR NOZZLE ® RAINBIRD PA-8S-PRS SHRUB ADAPTER ON RISER WITH MPR NOZZLE e RAINBIRD 1402 BUBBLER, 0.50GPM ® HUNTER PGJ-06-R PART CIRCLE LAWN ROTOR .2.0. NOZZLE (2.0 GPM) HUNTER PGJ-06-R FULL CIRCLE LAWN ROTOR O 3.0 NOZZLE (3.0 GPM) HUNTER PGP-ADJ-6 PART CIRCLE ROTOR HEAD 2.7 GPM HUNTER PGP-360-9 FULL CIRCLE ROTOR HEAD 'ems `CT 5.5 GPM RAINBIRD PESB SERIES ELECTRIC VALVE. ® SIZE AS SHOWN ON THE PLAN. INSTALL VALVE IN AN AMETEK VP-12A VALVE BOX. -- - - - - CLASS 200 PVC MAINLINE - SIZE AS SHOWN CLASS 160 PVC LATERAL LINE- SIZE AS SHOWN UNTIL A SMALLER SIZE IS SHOWN. (3/4" MIN.) SCHEDULE 40 PVC SLEEVE. SIZE 2 TIMES THAT OF PIPE SIZE SHOWN. CONTROLLER-RAINBIRD ESP -MC. SEE CONTROLLER CHART, WALL MOUNTED. PROVIDE A TRC COMMANDER SYSTEM WITH PERMANENT CONNECTIONS SUPPLIED TO EACH CONTROLLER. (REMOTE CONTROL TECHNOLOGY 800-275-8558) INSTALL A MINI-CLIK II RAIN SENSOR AT CONTROLLER LOCATION. GROUND WITH A 8' MINIMUM COPPER CLAD ROD. SLEEVE TO AS REQUIRED. SEE PLAN FOR LOCATION. POINT OF CONNECTION TO REUSE MAINLINE, CONTROLLER CHART PROVIDE METER IF REQUIRED. SEE PLAN FOR METER AND SERVICE LINE SIZE. CONTROLLER MODEL NO. VALVE NUMBERS I. A RAINBIRD ESP-12MC Al THRU Al2 B RAINBIRD ESP-4 B1 THRU B3 NOZZLE CI -ART NOTE: THE CONTRACTOR SHALL RUN THE CONTROL WIRE FOR EACH SYSTEM 1N THE SAME TRENCH AS THE REUSE IRRIGATION MAIN TO EACH POC AND VALVE.. SIDEWALK, CURB SPRINKLER NOZZLE ETC. 6" SEE CHART FINISH GRADE BODY ASSEMBLY PVC FLEX PIPE USE 1 /2" ON SPRY HEADS PVC STREET ELL 3/4 ON ROTORS MIN. 18" LENGTH PVC TEE SXSXS OR ELBOW LATERAL LINE SHRUB RISER DETAIL CONTROLLER DETAIL HEAD DETAIL ELECTRIC VALVE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE U U) aD c — o c� U� v Q co o � ti d- ti 0 � d co m U "' cy) O' o o_ UCL c Q � Q� U Q . ca 7 U) c c _>N rom � z a -� rn U m 0 O U U � IL w c � 0 m o w N p co 4_0 0 c _c (13 .a Q co o tt3 u- cn 0— ��E0 z 00 co L8 .O c cv :p -� — cu L PROJECT 0. 2434 SCALE As Noted DATE May 2005 SHEET I R3 100"— O U Z3 U C _ O l� U q aci Q o � a� a)cz co ro rn U N co co Q. L (O( � a L C Q •!finn a � VJ J j W � U C C C C _� , CL (i� � z aco m E E co c c CD E E z U U O U U � CO d U N W c c � 0 0 L c Er C 0 LO o W r-� Q o •- o Q C 0 cu ♦J ). CU LL Ja.F. E 0 aL = M o U cm k O J C- U U O As Noted DATE May 2005 SHEET LI-1 40of4 E V.0 IC: n:..:....:: ..........:.. _ vein t/? • Washin ton P - Max to Min n/a Pole Details i Monticello Fixture u e Details Classification:Av to Min n/ z Subdivision edestna g a � a .pedestrian and parkin Total of 124 I Z� �T Classification: Parking Lot/Area ,Fixtures - lot locations Product: Monticello Product: Washington S E > g M Catalog Number: 100 HPS CatalogNumber: Washington ngton F, Y944qngPlanN Manufacturer: Holo h otes. p ane 1 All whin shall be and Overview: Luminaires incorporating the graceful symmetry g er round of th g Y ry _ g 2. Plans are schematic. Li E E E ght posts shall not be lac e eight sided lantern have adorned urban street and Overview: Decorative Concrete Poles placed o Within sidewalks. parksthroughoutNorth America since the 1920's. The blend - 3. Street v of this elegant design with recision optics F et lights will be co Features and Benefits: Highly decorative special g owned and maintained by the g p pt cs and state of the g Y decorative N � � W art lamp technology creates a luminaire that °s aesthetically appeal p Homeowners Association. o pleasing while providing superior performance: z Mounting Height: 12' Short Description: 100 Watt High Pressure Sodium o Oct agonal Color: Black _ � g orl N s- O W M O s— W ■ M N Features s- and Benefits: Special optical system m p y aximizes post spacings while maintaininguniform illumination. anon. cl Z Luminaire Specifications Dimensions Housing: One piece. dx3-Cesttawcopper alrrnnruit)acyl, drual (nape CFL F,4edn's v,-?^ , to Jra cc ::, g fi , r er the ar e I �h and t ry7 u r waq 50 to 70 weft H.1. D hid,r eat. C're pie silicone gasket bpmet,n h., ;i, ,3 < xxi !m iranl A4ediur^ Base Lamps tens Frame. One Niece die cast ton: rpppe alum: um i^.th i.^aenrsl 13to42t'�aftG'emractP!ucrescent Cx11:gFns..lfXYmJn'rrumwaifl�a:nes,'Mil vAH1?��^.gUcreCtaa 60 watt !ncandescent cenuruw_is cylinorical shape r» thiG clear tempered glass lens is 15 e •eitt Halogen saved M I! e �i s trarne by a ax Fa e� e : amped :dAbru qa sket Lens fra:re .luxe 10 Ix -Using by .vet: stall s`.cat rFse1 C2ptiva all"c 4. 0 3 (45° tilt) head vs. J 51F• ca'ernr ,) Swivel: Die a f aluminum wallii integral locking teeth p!ovn? 60 �alj-In'r-gnteIend W NPSA4 {Als s;iid ;xass Ir_ti:nu: for ma;r>ip'xT: Clear an food prix to chaitnate conversion coating for added corrosion tax:mum We:ght: 13 ib' esiAamm. Fasteners: Stainless steer, recesead captive a: rrF: u ure a^^ Reflector SpecuHr Alzak>' asnnum oplc::l corliponients nxwnted to -- 7 lunkitu n frame. 6ax. 1 Socket 41Nporcelain medium ba se (f 10 Incandescent and H.I.D.); T-4 5ye a; max ; ° '%"4can I— (Halogen); 1%a, GX232 2-pin base, 42v r,. P4? 3 4-pin bass (R=9scent) back Lit BalfastAltelectncy1-:1,uiernsareLjLandCSAr��nizedsvthlaads axle diaag cu of .,rivet so 1ce mir-almil r.,amlal ptw;er teeter iz' NPSIv1 ballast raiE d 3c'Fsta tq g (ta v,,att hMn Tube rhxuesoerl High SIDE factor bat ast rated 0 F starting (42 watt Triple Tube Fla: x wcc ant) Feaaoe- FRONT Hh poacr F..i In nr:?t sla: 's:g ianpe cfurz, cf 4. 1'. for Nt a u 2 r . 0" Vertical �° P 9Fl Iemp �d t SW i20 voft, a step up Ua fonrle is provideci. For FIPS/277 vrolt, a step de, n tran,famle< is nrrn idM {I I ! D.). See 4nrrip 30''j'�. ani el ic�t data on pagos 96.98for to l5�:ti tyPe_,, and charrr"l-rislic; Finish: Super TCIC tilerrnoset poyester powder cnat paint, 2.5 rnil 14{' ! 'Im!nal thickness, aptYed over a chromate conversion. coating 2500 hKAlr sa't spray test endurance rating. Standard cokes are Slack [)ark Bronze, Light Gray, Malin= S ll or VVI CUSI0171 (obrs are aval" bla and subject U addilkraal tilarges, rr inarun) quantities and longer AIMING RANGE thnes. Contx;t:repmsertawc. gar lead. Certifrcadon: UL Used to U.S. and Canatfkin sat Sty ;tandauds for wet oca'.rns. F xr e :s;nufact ran s^:aB e r p!m; a ntkaE ry program that 's regiseredtolSQ C�15,andatd CAUTION: F xt m s must be a aund^>d in axe dance r.h to Fl cos or the National Electrical Code. Failure to do so may resu!! in sal ous pextxx 181 inpxy. Fixture Option Specifications See Ordered separately from fixture. page 28 29 For complete orderng infomnation. r F t3arn Doors (BD-OFL): Ex1r tdett auminu�rl. fully adjustabi ,inert - 7k : w th anti-refinction baffles. Individually swiveled J gyred on s stainless slat f erne. Easily attaches e� holes ir. the lens frame with suainlasti t;t al : ovidas beam and g.are control. ■ Landsca a Light (L� n'r>; 4 L- Fixed Hod �[ ^o L): Formed .Do.. thick aluminum. Easily' attaches to are -drill , e tens frame with slainress steel senor;. PrOl s moderate, shte d,n control. Kim LightingFixture i t x» („ = t' I — ":} �i i< .n h �:�� ,.;� Full Shield (FS-CFL): Formed 06c^ thick aluminum. Easily atlaC.tes to pre-d'iherl hekss in the lens frame witht scions. Prcwides complete, h sta. f_ss stag! mp.ete s,.ie�ding for glare conUol. F ��10/DB-P _-. n v/ 0 V� E o -F' V 0 Z C)) i 0 Cn Jv J .. U-2 41 of 431 :_• TOP OF FOOTER _9-A" 21-011 Atlantic Foam Column Cap PC 14, or equal. Atlantic Foam Cap PC14, or equal d- 0 ING ails column cap' 4" x 6" brick - install with 2-piece adjustible brick anchors at 16" o.c. horiz and vert, typ. C/S-1 Sign panel centered between columns. Brick wall /� 2'x2' Square / brick column 4" x 6" brick - install with 2-piece adjustible brick anchors at 16" o.c. horiz and vert, typ. Finish Grade A/S-1 24" x 24" Column (TYP) Finisli Grade Height to be measured from th finished grade on which ever side of the wall higher, front or back. B/S-1 STRUCTURAL NOTES: A. GENERAL 1. ALL NEW WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION AND ANY MORE STRICT STANDARDS AS REQUIRED BY THE CITY OF OCOEE, FLORIDA. 2. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AMD ELEVATIONS PRIOR TO BEGINNING WORK. ANY DEVIATIONS FOUND SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING. 3. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION AND SHALL PERFORM HIS WORK IN A SAFE MANNER. 4. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TEMPORARY SHORING OR BRACING, AS REQUIRED, DURING CONSTRUCTION. B. FOUNDATIONS 1 • PERFORM FOUNDATION WORK AS INDICATED ON THE PLANS. 2. THE FOUNDATIONS HAVE BEEN DESIGNED FOR AN ASSUMED ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE CONTRACTOR SHALL PROVIDE SUITABLE MEANS FOR COMPACTING THE SOILS SO AS TO ACHIEVE THE ALLOWABLE SOIL BEARING CAPACITY USED IN THE DESIGN. ALL SOILS BENEATH SLABS AND FOUNDATIONS SHALL BE COMPACTED AND SHALL BE TESTED BY AN INDEPENDENT GEOTECHNIC TESTING LABORATORY PRIOR TO PLACING ANY CONCRETE AS FOLLOWS: CONTINUOUS FOOTING = ONE TEST EVERY 100 SQUARE FEET 3. THE CONTRACTOR IS RESPONSIBLE FOR ANY DEWATERING AT THE SITE DURING CONSTRUCTION. C. CONCRETE 1. ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2004 EDITION, AND THE REQUIREMENTS OF ACI 301-99 BY THE "AMERICAN CONCRETE INSTITUTE FOR CAST -IN -PLACE, REINFORCED CONCRETE AND REINFORCING, AND ACI 318-99 "BUILDING CODE REQUIREMENTS FOR CONCRETE STRUCTURES'. 2. CEMENT SHALL BE PORTLAND CEMENT, TYPE I. 3. REINFORCING SHALL BE ASTM A-615, GRADE 60 (DEFORMED) AND FREE OF RUST, MILL, SCALE AND OIL 4. ALL CONCRETE SHALL REACH A 28-DAY DESIGN COMPRESSIVE STRENGTH OF 3000 PSI, TYPICAL SLUMPS SHALL BE AS FOLLOWS: CONCRETE FOR MASONRY GROUT 8" TO 11' ALL OTHER CONCRETE 4" +/- 1" SLUMPS SHALL BE MEASURED AT THE DISCHARGE END OF THE HOSE, IF A PUMP IS USED. 5. ALL CONCRETE SLABS AT SIDEWALKS, STAIR TREADS, AND LANDINGS SHALL HAVE A NON -SUP, BROOM FINISH. 6. PROVIDE CONCRETE COVER OVER ALL REINFORCING AS FOLLOWS: FOOTINGS (SIDES AND BOT) 3' FORMED, EXPOSED TO EARTH 2" 7. REINFORCING BARS IN CONCRETE SHALL BE LAPPED A MIN OF 36 BAR DIA, TYP (EXCEPT 48 BAR DIA AT VERTICAL MASONRY WALL REINFORCING) D. MASONRY 1. ALL MASONRY WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 530-99 "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES". 2. ALL MASONRY SHALL BE NORMAL WEIGHT, ASTM C-90, TYPE II, NON -MOISTURE CONTROLLED UNITS AND SHALL HAVE AN ASSUMED STRENGTH OF MASONRY ASSEMBLAGE, em = 1500 PSI (1900 PSI ON THE NET AREA). 3. ALL MASONRY SHALL BE NOMINAL SIZE UNITS BN8006" (7 5/B'x7 5/8'x15 5/81 OR 12'x4'x6" NORWEGIAN BRICK (BLOCK) UNITS (PER PLAN). PROVIDE U-BLOCKS OR KNOCK -OUT COURSES WHERE INDICATED. 4. ALL MASONRY SHALL BE LAID IN RUNNING BOND WITH 3/8' JOINTS. MORTAR FOR MASONRY SHALL BE TYPE S THROUGH -OUT. (TYPE M FOR BELOW GRADE PLACEMENT) 5. DO NOT WET MASONRY PRIOR TO APPLYING MORTAR. E. WIND LOADS: THE STRUCTURE HAS BEEN DESIGNED FOR WIND LOADS IN ACCORDANCE WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE, 2004 EDITION, AS FOLLOWS: BASIC WIND SPEED (3-SECOND GUST = 120 MPH EQUIVALENT SUSTAINED VELOCITY = 100 MPH WIND IMPORTANCE FACTOR = 1.0 BUILDING OCCUPANCY CATEGORY = C (COMMERCIAL) WIND EXPOSURE CATEGORY = B INTERNAL PRESSURE COEFFICIENT = N/A BUILDING HEIGHT = >15' BUILDING TYPE = 'SOUD SIGN" HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT = 1.00 MAXIMUM DESIGN WIND PRESSURES - COMPONENTS AND CLADDING EDGE ZONE = 12'-0' WALLS EDGE ZONE = ±29.3 PSF INTERIOR ZONE = ±25.4 PSF ec q Typical Column Detail rB Typical Wall Detail � Typical Sign Wall Detail BISHOP ENGINEERING COMPANY THE NEW STRUCTURES ARE DESIGNED FOR A Consulting Structural Engineering _ o o scale 3-SECOND WIND GUST VELOCITY OF 120 MPH 4776 New Broad Street Suite 150 _ o o scale S o o s ca e _ 1 Clew Br, Florida 32814 IN ACCORDANCE WITH THE FLORIDA BUILDING Phone 407-622-2477 Fax 407-622-2479 CODE, 2004 EDITION, EXPOSURE B. I = 1.0 Certificate of Authorization # 8175 E.O.R. Bradford T. Bishop, P.E. #51299 Nt M zo 1—III 1 III — I`; . M v 1'-4" sq 24" sq - 4' square (4) #5 VERT; LAP BARS 30"; 8"x8"x16" CMUBLOCK #5 BAR @ 32" O.C. 9 GA. JOINT REINF. @ EVERY 3RD COURSE TOP OF FOOTER _ -0'-8" MIN. _ o • ZW o (1) #5 CONT IN SOLID GROUTED KNOCK -OUT COURSE AT TOP OF WALL, TYP. 8 x8 x16 C M U BLOCK WALL; OPTIONAL 6" x8" BRICK, TYP. DOWEL TO MATCH VERT. REINF 30" LAP SPLICE ACI 90" STD HOOK (3) #5 CONT WITH #4 AT 18" O.C. S.W. delete brick at sign install steel ledger L3x3x YF8" 9aly, typ. bear 4" min each end #5 BAR @ 32" O.C. 9 GA. JOINT REINF. @ EVERY 3RD COURSE TOP OF FOOTER -0'-8" MIN. _ o (- 2'-811 �I Z �o (1) #5 CONT IN SOLID GROUTED KNOCK -OUT COURSE AT TOP OF WALL, TYP. 811x8"x16" CMU BLOCK WALL; OPTIONAL 6" x8" BRICK, TYP. DOWEL TO MATCH VERT. REINF 30" LAP SPLICE ACI 90" STD HOOK (3) #5 CONT WITH #4 AT 18" O.C. S.W. 7CE O q O) .U) O Cl) CZ U o� o� Zo roSO U �CY) _ v o .Q o L �i O >J O Q r- (D9 ro � U U) U �2 W J a-.. Z) Z L ro o U 0. m z 0 oc U to LU 0 Q 0 w t� tL5 .. c6 L_ o 0 Q~ � CL tU CU � O U 10 L_ o - Z CU C , I tr Ingram Trails, Ocoee, Orange County, Florida August 25, 2005 PCI Project No. 5101 CONSTRUCTION SPECIFICATIONS ' THE CONTRACTOR INSTALLING THIS WALL MUST BE AN APPROVED / CERTIFIED ANCHOR WALL CONTRACTOR, GEOGRID SOIL REINFORCEMENT SHALL BE SYNTEEN SF X 35, AS MANUFACTURED BY SYNTEEN TECHNOLOGIES, INC. GEOGRID SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS PRINTED INSTRUCTIONS. CONCRETE MASONRY UNITS SHALL BE ANCHOR WALL SYSTEM UNITS AS i MANUFACTURED BY ANCHOR BLOCK OF FLORIDA, INC. UNITS TO BE DIAMOND PRO. ANCHOR WALL UNITS SHALL BE INSTALLED IN ACCORDANCE WITH MAIdUFACTUURS PRINTED INSTRUCTIONS, ( ALL CONSTRUCTION PROCEDURES SHALL MEET THE REQUIREMENTS OF OSHA AND OTHER LOCAL, STATE AND FEDERAL AGENCIES, TO PROTECT PERSONNEL AND EXISTING STRUCTURES. FOUNDATION: I! ALL 'UNSUITABLE MATERIAL SUCH AS MUCK SHALL BE REMOVED FROM UNDERNEATH AS REQUIRED, FOUNDATION SOIL SHALL BE PREPARED TO MEET OR EXCEED ALLOWABLE BEARING CAPACITY OF 2000 PSF, THIS WORK SHALL BE j PERFORMED BY OWNER OR OWNER'S REPRESENTATIVE AND NOT BY ASSOCIATED CONSTRUCTION PRODUCTS, INC. STRUCTURAL FILL SHALL BE COMPACTED TO 95% OF THE MODIFIED PROCTOR, MAXIMUM DRY DENSITY (ASTM D-1557). FOUNDATION AREA SHALL BE DEWATERED PRIOR TO FOUNDATION CONSTRUCTION, I DRAINAGE FILL: DRAINAGE FILL SHALL BE FREE DRAINING CRUSHED STONE, 3/8" TO 3/4." IT SHALL MEET THE AASHTO #57 OR #67 STONE FILTER FABRIC: FILTER FABRIC SHALL BE 4 OZ. NON -WOVEN GEOTEXTILE. PROVIDE 12 INCH LAP VERTICAL JOINTS AND 2 INCH TURNING Q EACH LAYER OF GEOGRID, BACKFILL MATERIAL: BACKFILL MATERIAL SHALL BE CLEAN FREE DRAINING SAND WITH 10% OR LESS FINES, SAND FRICTION ANGLE TO BE 30 DEGREES MINIMUM. � 1 ANCHOR WALL UNIT INSTALLATION: INSURE THAT UNITS ARE IN FULL CONTACT WITH BASE, j FILL ALL VOIDS AT UNITS WfrH DRAINAGE FILL MATERIAL, TEMP FILL, SWEEP ALL EXCESS MATERIAL FROM TOP OF UNITS. AND INSTALL NEXT COURSE i INSURE THAT EACH COURSE IS COMPLETELY FILLED WITH CRUSHED STONE. PULL THE UNITS FORWARD UNTIL THE LOCATING SURFACE OF THE UNIT CONTACTS THE LOCATING SURFACE OF THE UNITS IN THE PRECEDING COURSE. PULL THE UNIT FORWARD AS FAR AS POSSIBLE. i GEOGRID INSTALLATION: THE GEOGRID SOIL REINFORCEMENT SHALL BE LAID HORIZONTALLY ON TOP OF THE ANCHOR WALL UNIT AND HORIZONTALLY ON COMPACTED BACK FILL. i PULL TAUT AND ANCHOR 19EFORE BAMinL IS PLACED ON THE GEOGRM. ( CORRECT ORIENTATION (ROLL DIRECTION) OF THE GEOGRID SHALL BE VERIPTED BY THE .CONTRACTOR, i I FILL PLACEMENT: a I` BACKFILL MATERIAL SHALL BE PLACED IN 12 INCH LIFTS AND COMPACTED TO I! 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D - 1557). VIBRATORY PLATE COMPACTOR SUCH AS "BPU 3345 A" BY WACKER CORPORATION CAN BE USED, I TESTING METHODS AND FREQUENCY, VERIFICATIONS . OF MATERIAL SPECIFICATIONS AND COMPACTION SHALL BE THE RESPONSE31LITY OF THE i OWNER FILTER FABRIC SHALL BE PLACED BETWEEN CRUSHED STONE AND SAND. I � ONLY HAND OPERATED COMPACTION EQUIPMENT SHALL BE ALLOWED WITHIN 5 FEET OF THE BACK SURFACE OF THE ANCHOR UNITS. HEAVY CONSTRUCTION EQUIPMENT SHALL NOT BE ALLOWED WITHIN THIS DISTANCE, BACKFILL SHALL BE PLACED FROM• THE WALL REARWARD INTO THE EMBANKMENT TO INSURE THAT THE GEOGRID REMAINS TAUT, TRACK MOUNTED CONSTRUCTION EQUIPMENT SHALL NOT BE OPERATED DIRECTLY ON, THE GEOGRID, A MINIMUM BACKFILL THICKNESS OF 6 INCHES IS REQUIRED PRIOR TO OPERATION OF TRACK MOUNTED VEHICLES OVER THE GEOGRID. TURNING OF TRACK MOUNTED VEHICLES SHOULD BE KEPT TO A MINIMUM TO PREVENT TRACKS FROM DISPLACING THE FILL AND DAMAGING THE I RUBBER TIRED EQUIPMENT MAY PASS OVER THE GEOGRZD AT SLOW SPEED, LESS THAN 10 MPH. SUDDEN BRAKING AND SHARP TURNING SHALL BE AVOIDED, SUC,t;IES'fED LOCATION ............ ,� —HARDWARE BY OTI' FAS (CORE DRILLING IS ACi:FMA8R.I') ALTF:RNNTE LOCATION ---- / `a.0Maw 0N rgik ariaWAMw*rya {4i ILL TH�.�cy'•`i OP, f2,,7) ,�•' Lam.•....:.• � �'*.., `,,, +•y/,� ( tS'L C0URSES OF nL?O. CK , ' �_ �7L S Ifs <%� LAYERS A11.s r\EV 0 'Af,"sI, r31vC� F'.�:. _.. i `.� PER CI�It;It�EFR S fXES. 't,N CON Romr.- �.. . C RAVEL .•''PER I)ESIGIN {TYP r, e �\ I -I ND A t- CONTRACTOR TO USE CARE iIME'I'j DRILLING'li t DETC lehMNII' THE MINIMUM ANr.?;:.I`IOR ,3#1 i.X CRACKING OR i`3A.fqSAG€N11''' "—•.....^..._FILTER FAO'R.10 ('#'YP) SIZE AND ;_qmECXmENT. TI•IE THE BLOCK AND CAP UNITS, F:MFiI=.:D&4:- . iT SHALL NQ_T I€di L,% DE CAP, AS IT �S ONLY PLACE, CROSS SECTION HAND1 Z It,_ DESIGI +1d� A? : EP€dATt<IE R£":'".fiftiiF;u Bk'4% WIN HfL.WIAJi ....... f' ;� f %"�i.,,.E'"" . G"»•05a ac£i'E!,.W `= •,�' ,,,. �., ^ t�"•,•-A ' xxaxarr.; rs'F 3i 'AU $,* ' p ��.�'-;"'f 2A�6 'P4 G t1..a•t: a/syi Ba*e ?�ti y'�XxyyL'i'23.D1 . an i%t _S•�7'M . 8 a i a cnY€ Sv; �afrr. ffz h zu s ;a, a,+t%sat b. l fL• �¢, i <: 1 s � 4799a 'Ni'l 'Uc4deoeo,�ra�egVctunty, FL tkonsa:AW8801374 Panor I Of 1 Project Name: Ingram Trails, Ocoee, Orange County, FL!J' Data Shoat: Owner: Centex Homes, Altamonte Springs, FL 34877 Client; Associated Constr. Products, Inc. Lutz, FL Prepared by: B. Patel Date: 24 August 2005 Time: D I A M 6 W D PRd -44 I G -H - tnt 4L, t_ 7.40 , MWianohor•400M 01 •#1 Laws 24 Aug 2005-10:47M AM i CAP UNIT: DIAMOND -PRO CAP TO BE ATTACHED WITH ADHESIVE, PLACE REINFORCING STEEL AND 3000-PSI CONCRIZIB AS SHOWN IN H•ANDRATL SUPPORT DBTAIL, CONSTRUCTION TOL4RANCES; VERTICAL CONTROL: i ± 1,26 INCHES OVER A 10 FOOT DISTANCE HORIZONTAL LOCATION CONTROL: STRAIGHT LINES: ± 1.25 INCHES OVER A 10-FOOT DISTANCE STRAIGHT AND RADIUS CORNER LOCATION: ± 1.0 FOOT CURVES AND SERPENTINE RADIUS: ± 2.0 FOOT ROTATION: FROM ESTABLISHED PLAN WALL BATTER: 2.0 DEGREES MA)MVIUN.t, ± 10 % FROM TOTAL ESTABLISHED HORIZONTAL SETBACK BULGING: 1.25 INCH OVER A 10 FOOT DISTANCE TREE PLANTING: CONTACT ACP PRIOR TO PLANTING ANY LANDSCAPING ADJACENT TO WALL, TO AVOID DAMAGE TO THE GEOGRID. WALL LAYOUT; GENERAL CONTRACTOR TO LAYOUT WALL PRIOR TO ACP CONSTRUCTION START, C:\wlacpl5]01-cote,dac M Ai %Ii�i��c4d��,/ Llcenae: AW880f i374 FL 7.1 degrees €J 7-/C M°: 149.34 ft r(I .�6F— 4461J�_r'A« e e >^ILTER• t-A Rie- I A." 0 is ry . PP-0 € Sy teen SF 35 I I p' G Rau � rr I € 7'6'I Synt an SF 35 G p 4r -rtZd � Iga�l I - a+.. ' P4L�T S12 gtxtra Prolti' a a + C L AIL L TY h Synteen, SF 35 FIGR; 141.67 ft SWin SF 35 B ut r 139.67 ft I 7.5 ft i A Z� 4.� G41111Z . gASC _ WRA.A tt.s ' FIL,T'EK t 1_6ZtC II Paner 1 of 1 Project Name: Ingram Tralip, Ocoee, Oranp(i County, Fl. Data Shiest; I c� _ Q�i'� `- 14, A'p Owner: Centex Homes, Altamonte S inga, FL 34877," Client: Associated Constr, products Inc. Lutz, FL i Prepared by; S. Patel Date: 24 August 2005 Time: :. "�,. ..... 1 A NA c, P R Q 4L k G +L C:iWlsnchor-40018101414,aws 24 Aug 2005 - 11:07:26 AM Babu 1. Patel, P.E. Florida Reg. # 20941 SEAL � �Lo N0. DATE REVISION DESCRIPTION Z O V) U) tY w a- z [r 0 H 0 O z z . 0 z EL w tz tY 0 Z W F- CL • 3,�0„ w MIN. 0 HANDRAIL BY OTHERS • a� w FILL ALL CELLS OF �. WALL BLOCKS AND 10" BEHIND WITH DIAMOND PRO U. 57 STONE (TYP.) CAP BLOCKS. m i O z NON —SHRINK — — V) GROUT AROUND POST DIAMOND PRO o (BY OTHERS) z RETAINING WALL ¢ BLOCKS AS MANUF.UJ GEOGRID LAYERS BY ANCHOR BLOCK PER WALL ELEVATIONS r�ii OF FLORIDA. J .J U W FILTER FABRIC- r0 - - - --- - - - FINISHED i/��,1 1, GRAD E COMPACTED BACKFILL / /�' Mn Z U GRAVEL LEVELING BASE 6" x 2►_41,� \� \• N COMPACTED FOUNDATION SOILS----� iLJ U z N V) N CROSS S E C T I ut"N 0 RETAINING WALL WITH FENCE OR HANDRAIL 0 w Z 0 z Q U Uj i-- U o 0 X IL z O F= tJ E— V) Z O 0 1w• O 1 o^^ 't' V / 0 w 0 a w ASSOCI TEI N G RAM TRAILS OCOEE, ORANGE COUNTY, FLORIDA z CONSTRUCTION E I I I I I I I ( DRAWING CONSTRUCTION NOTES to PRODUCTS, INC. TITLE: --I - P-723 DRAWN: JRS DATE: 03-31-06 REV: DWG. N0. z 25352 WESLEY CHAPEL BLVD. PH:(813)973-4425 CHCKD: DATE: LUTZ, FL 33559 1 1 1 11FX: 813 973-0485 APRVD: DATE: 0 p' n i _ 0 SCALE: NONE I \ VV 0- I O.A.L. 460'-0" 0 1'_0 417T 561-0" 6'-0" a. W w Z 6'-0" DEEP w 6'-6" DEEP 7'-6" DEEP m SYNTEEN SF 35 �cz P_ SYNTEEN SF 35 SYNTEEN SF 35 GEOGRID 0 GEOGRID GEOGRID 149 33'_____ F/GR 149:00'—i I I I 147,00' 1 f I I If I I I I I I 146.33'- 145 ' .67'- it I I I 145,00' 143.67'— 141.67 '7 - 143.001--j 141.001— v k- F/GR 143,00' / 7'-0" DEEP SYNTEEN SF 35 7'-6it DEEP l 39. GEOGRID SYNTEEN SF 35 GEOGRID 24'-6" 36'-3" 6' 5'-3" 5'- 31-9. NO GEOGRID 11 DIAMOND -PRO DESIGN 14 DIAMOND -PRO DESIGN ELEVATION OF RETAINING WALL #1 AT FACE OF WALL O.A.L. 460'-0" -0. loll-o" cv q 0 7'-6" DEEP W z w SYNTEEN SF 35 Z w L) z GEOGRID 6'-0" DEEP 6'-6" DEEP W W-6" DEEP SYNTEEN SF 35 SYNTEEN SF 35 SYNTEEN SF 35 GEOGRID GEOGRID z GEOGRID T/C 149.33' zvzyzy/y/ AIAIAIII11111111qllll1111VIVIVIVIVIVIYZYIYIYIXIX v r7/ vi/'/'y y /_I� Y1'r /X A ;r,1;;r11r1A1AZA1A1111111 1//V/V/V/V X/Xyxzx/ IAIAZAIAI YIXIXIXIIrIX,IAIAIAZAIAIAZAIIIIIIIIIIIY"IlllllIVIVIVIVIVIYI IY,4YIXIXZXZXIXI,41AIAIAIAZAIAZAZIlZIllAllillvIvlvzvlVIVZYIYIY I I T I 1 .1 11 1 1 1 I A I I I I I I A_ I V A J I 1 11 1 -J _1 41.00 B/W 141.67' F/GR 143.00' 139.67' 7'-0" DEEP SYNTEEN SF 35 GROUT. THIS JOINT WITH SAND -CEMENT GROUT. GEOGRID CONCRETE SADDLE BY OTHERS 5 -go 4'-6- -0. 11 DIAMOND -PRO DESIGN 14 DIAMOND -PRO DESIGN ELEVATION OF. -RETAINING WALL #1 AT FACE OF WALL ELEVATION OF RETAINING WALL _#1 AT FACE OF WALL ALL CAPS TO BE 4" CAP UNITS. ALL BLOCKS TO BE DIAMOND PRO WALL UNITS. REFER TO ENGINEERING CROSS—SECTION FOR INFORMATION NOT SHOWN. SUPPORTING CALCULATIONS ARE INCORPORATED f7) [7 BY REFERENCE — NOT INCLUDED HERE CALCULATIONS ARE UNDER SEPARATE COVER PREVIOUSLY SUBMITTED. sabu 1. Patel, P.E. Florida Reg. # 20941 SEAL I'll 10 O.A.L. 460'-0" q 00 0 0 Inn, no It z v) Ld P Of LLJ 0 Ld Gr u_ 102'-0" m 11 DIAMOND -PRO DESIGN. 0 z ELEVATION OF RETAINING WALL fil AT FACE OF WALL LIJ _j _j 0 Ld O.A.L. 460'-0" cK O tt 52'-0" o LLJ w z m =1 6'-6" DEEP 6'-0" DEEP Z) X SYNTEEN SF 35 SYNTEEN S1 35-\ V) GEOGRID GEOGRID V) , - 149.33' F/.GR 149.00' F_ 147.00' O LLJ: 0. V) V) CO Q. ELEVATION OF RETAINING WALL #1 AT FACE OF WALL 0 lL Ld z 0 1 V) r_'A z z 0 0 x 0- z 0 I-- L) :D Of F_ (1) 77 0 Li 0 V) V) LL_ 0 F- CC LLJ EL ry CL INGRAM TRAILS OCOEE, ORANGE COUNTY, FLORIDA Ld _17 V) I-_ z cr_ a_ 0 a_ ASSOCIATED CONSTRUCTION PRODUCTS, INC. DRAWING TITLE: ELEVATION OF RETAINING WALL # 1 p-723 DRAWN: JRS DATE: DATE: 8-25-06 REV: 0 A DWG. NO. RW-2 CHCKD: 25352 WESLEY CHAPEL BLVD. PH:(813)973-4425 ._FI=vv10 10 -LUTZ, FL 33559 1 1 1 11 7j— of ',1173-04 851] REVISION DESCRIPTION APRVD: DATE: SCALE: 1/8" = 1 '-0" F- z IL w wo U z 5W a zo w r NATIVL LEVELING PADIFOOTER DETAIL (NOT TO SCALE) Z O V) IN THE "CROSS —OVER AREA" OF REINFORCEMENT, w PRINCIPLE ONE OF THE LAYERS OF REINFORCEMENT SHOULD °- qOT BE LOWERED OR RAISED ONE COURSE TO ALLOW z �jn REINFORCEMENT PLACEMENT OF THE REINFORCEMENT WITH THE DIRECTION PRINCIPLE REINFORCEMENT STRENGTH DIRECTION PROPERLY .ORIENTATED. THE REINFORCEMENT I/4 BEYOND L SHOULD NOT EXTEND INTO THE SEGMENTAL UNITS ll o h 'HE SPECIFIED ON THE RETURN LEG OF THE 90 DEGREE CORNER, LEVATIONS 4�, o 11 If fill] IIIIIIII H/4 EXTENSION BEYOND BACK OF BLOCK Babu 1. Patel, P.E. Florida Reg. # 20941 SEAL 1> Q z z w J CL W� W �� [III I fill CK JillL z o� o wc) DIAMOND PRO CAP UNIT W AS MANUFACTURED BY ANCHOR BLOCK OF FLORIDA (NOT TO SCALE) ¢ w o 0 t— w 0 12 1/2" 0 GEOGRID REINFORCEMENT Ccu OUTSIDE CORNERS (NOT TO SCALE) ;.::..r:,/' m z 1 all w DIAMOND PRO WALL UNIT AS MANUFACTURED BY ANCHOR BLOCK OF FLORIDA (NOT TO SCALE) o uj -- NATIVE SOIL 6" MINIMUM COMPACTED En GRANULAR BASE STEEL FENCE OR HANDRAILING TYPICAL FOOTER STEP—UP DETAIL N .(NOT TO SCALE) 3 —� CAP BLOCK Li //I,/.1,/ z WALL BLOCKS /��/�\/N\/�\ ¢ �•�/ BY OTHERS cn N 'TOP NON —SHRINK GROUT AROUND POST (BY FENCE CONTRACTOR) SAW CUT AS of 0 CONSTRUCT REQUIRED ° FENCE POST INSTALLATION DETAIL w w Z 90 DEGREE (NOT TO SCALE) o MITERED CORNER cn z c� z WALL FACE v2 h j 1. ALWAYS START CAPPING WALL FROM THE LOWEST ELEVATION. 0 0 2. LAYOUT CAPS PRIOR TO USING ADHESIVE. a z 3. C T CAPS TO FIT. VARIOUS COMBINATIONS OF LONG AND SHORT o C�, P FACES WILL BE NECESSARY FOR RADII GREATER THAN THE MINIMUM. P 4. ALTERNATE SHORT AND LONG CAP FACES EVERY OTHER CAP TO o ACHIEVE A STRAIGHT ROW OF CAPS. 0 5. USE EXTERIOR —GRADE CONSTRUCTION ADHESIVE TO SECURE CAPS. Q c.� O 6. THE SPLIT FACE OF THE DIAMOND PRO CAP TO HAVE A 1 " NOMINAL v OVERHANGE OR EYEBROW. ¢ U 0 TYPICAL DIAMOND PRO CAP DETAIL of (NOT TO SCALE) o c n w h ASSOCIATED INGRAM TRAILS OCOEE, ORANGE COUNTY, FLORIDA h Z CONSTRUCTION' na_ i I I I I I I I DRAWING PICAL CONSTRUCTION AND INSTALLATION DETAILS cn PRODUCTS, INC. TITLE: P-723 DRAWN: JRS DATE: 03-31-06 REV: DWG. NO. Z 25352 WESLEY CHAPEL BL1iD. PH:(813)973.4425 CHCKD: DATE: Q : 0 DATE BY APRVD REVISION DESCRIPTION LUTZ, FL 33559 FX: 813 973-0485 APRVDDATE: SCALE: NONE 0 RW-3 Mi r