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Home My WebLink About1997 03 10 Regular Item J /, .'t COMMISSION AGENDA ITEM J REGULAR X CONSENT INFORMATIONAL March 10. 1997 Meeting MGR.(( JtI'/6EP~ Authorization REQUEST: Land Development Coordinator requesting Commission action on the recommendation of the Staff Review Board that the Tuscawilla Tract 15, Parcel 3 Final Engineering, be approved with stipulations. PURPOSE: The purpose of this Board Item is the forwarding to the City Commission. the recommendation of the Staff Review board that the Final Engineering for Tuscawilla Tract 15, Parcel 3, be approved with stipulations. This property is located south of S.R 434, and to the immediate east of Howell Creek. APPLICABLE CODE: Code Section 9-73. Form and contents of final development plan. (a) The final development plan and plat shall conform substantially to the approved preliminary plan as approved and shall include all conditional requirements specified by the city commission on any conditional approval of the preliminary plan. The subdivider may propose only a portion of the area of an approved preliminary plan for final development should that be desired. Whenever developing only a portion of an approved preliminary plan, that portion being developed must be engineered so that section is not dependent upon further development to ensure adequate drainage, sewerage, water and other improvements. (b) Additional engineering/plans to accompany the final development plan/plat: (1) Potable water including fire protection systems. (2) Sanitary sewer. ~ March 10, 1997 Regular Agenda Item J Page 2 (3) Drainage and stormwater management facilities including underdrains. (4) Bulkheads. (5) Excavation and fill. (6) Sidewalks, bicycle paths, and bridle paths. (7) Streets and curbs. Street grades and elevation shall be established to minimize the need for underdrains. In soils where high groundwater is found or suspected, cuts shall be minimized in order to reduce the need for underdrains. Wherever along the proposed roadways projected groundwater elevation is less than one (1) foot, six (6) inches below the bottom of swale (or bottom of road base where curb and gutter is used), underdrains shall be required. (8) Soils explorations. The results of comprehensive soils explorations, evaluation of results and recommendations by a city-approved soils engineering and testing firm. The soils explorations work shall include as a mInImum: a. Results of borings located by survey at suitable intervals along the proposed roadways; classification and properties of soils encountered; and groundwater elevation to United States Geological Survey datum found subsequent to making the borings. The evaluation of the results and recommendations by the soils firm shall include as a minimum: Recommendations on the type of base construction; projected high-water elevation to United States Geological Survey datum along the proposed roadways, need, design, size, location, depth and details of under drains; and a recommendation on the elevation of street grades including depth of cut. The results of the soils work, evaluation of results, and recommendations shall be incorporated into the plans and specifications submitted for review. March 10, 1997 Regular Agenda Item J Page 3 b. If during construction of improvements, the city determines in the field that soils and/or groundwater conditions are found to be different than shown in the data submitted with final development and engineering plans, or there is question about adequacy of the approved plans caused be conditions found in the field, the city shall have the right to require the performance and submission of additional soils work and/or to require modification of the previously approved design plans including, but not limited to modification of street grades and/or installation of additional underdrains, use of soil cement base course, or other modifications. (9) Lot grading. At the time final engineering plans are submitted, lot grading and drainage plans shall be submitted for review and approval. The plans shall show minimum floor elevations for all homes, existing topography, grading of all lots, and any drainage improvements proposed or required on the lots. The lot grading and drainage plans shaH show the lot lines, existing topography (one-foot contour intervals), and proposed lot filling, grading and drainage at a scale of one (1) inch is equal to one hundred (100) feet (or larger) in general accordance with FHA standards for lot grading. Substantiating soil borings, evaluations and studies shaH also be submitted to document soil conditions, projected high-water groundwater elevations on the lots, and adequacy of the lot grading and drainage plans. (10) Street lighting plan, demonstrating power company participation. (11) Landscaping plans. Where site is commercial, industrial, or multifamily in nature, landscaping plans shaH be presented along with the final development plans, unless specifically waived by the staff at the time of processing the preliminary plan. Sec. 9-74. Action on final development plan; expiration of approval. ( a) If the developer elects to request approval of a final development plan separately and prior to approval to record the plat of that development, the city March 10, 1997 Regular Agenda Item J Page 4 commission may approve such final development plan if the plan is in substantial conformity with the approved preliminary plan or a subsequently approved preliminary plan or a subsequently approved modification to the preliminary plan. The final development plan may be approved if it complies with all relevant regulations included in this chapter. Approval of the plan shall be subject to fulfillment of all conditions specified by the city staff and sanctioned by the city commission. Action to approve a final development plan shall be taken by the city commission within thirty (3) days after receipt by the city of the complete plan with all supporting data required by this chapter. Sec. 20-361. Time Restrictions on approval. (a) After the applicant has submitted a final development plan for all or a part of the planned unit development within twelve (12) months of the date of the city commission approval of any final development plan, the applicant, owner or developer shall commence substantial development according to the final development plan. For the purpose of this section, "substantial development" shall be defined as follows: (2) Where the final development includes more than ten (10) acres but less than twenty-five (25) acres, eighty (80) percent of all roads, utilities and drainage facilities, plus thirty (30) percent of all buildings must be completed. (5) The final development plan approval shall be declared null and void if substantial development, as specified above, has not begun within twelve (12) months from the date of city commission approval of the final development plan. A time extension of up to twelve (12) months may be granted, upon a showing of good cause, if requested by the applicant and approved by the city commission. The determination of good cause shall be in the sole and absolute discretion of the city commission. If after an extension of twelve (12) months hereunder, substantial development has not been started, both the final and preliminary development plan shall be automatically declared null and void. Provided, however, this shall not effect the zoning classification of plats March 10, 1997 REGULAR AGENDA ITEM J Page 5 recorded hereunder. A final development plan which has been declared null and void by the city commission shall not fulfill the submittal requirements delineated in item (1) of this section. (b) These time restrictions have been established to promote the orderly and progressive development ofPUD districts and to protect the public interest. In accordance with this purpose and intent, the planning and zoning board may recommend, and the city commission may approve variances from the definition of substantial development provided that such variance and reason for such requested action are presented, approved and recorded at a public hearing before the city commission. (Note: The City, as a general rule, has not enforced the requirement of percentage of buildings to be completed in a residential development as long as the infrastructure is completed.) Ordinance No. 489 (.....ADOPTING A SETTLEMENT AGREEMENT BETWEEN THE CITY OF WINTER SPRINGS, FLORIDA AND THE WINTER SPRINGS DEVELOPMENT JOINT VENTURE; PROVIDING FOR A DEVELOPMENT ORDER, AMENDING ANNEXATION ORDINANCE NO. 64; .....)Official Record Book 2277 Page 0464, Official Records of Seminole County, Florida. CHRONOLOGY: October 28, 1996 - City Commission approved Preliminary Engineering! Final Development Plan December 30, 1996 - Final Engineering Plans received February 20. 1997 - Staff Review Board convened March 10, 1997 REGULAR AGENDA ITEM J Page 6 FINDINGS: 1. The Staff has found that the Final Engineering conforms substantially to the approved Preliminary EngineeringlFinal Development Plan. Two lots were added to the project from Preliminary Engineering. This was reviewed by the Fire Chief, the Utility Director and the City Engineer favorably. There are stipulations to this that will be addressed in the recommendation section. 2. The developer is requesting that the Final Engineering be approved prior to the recordation of the plat. CONCLUSION: The Final Engineering, as presented, meets applicable code requirements. The Staff has added stipulations addressed in the recommendation. RECOMMENDATION: The Staff recommends that the Final Engineering for Tuscawilla Tract 15, Parcel 3, be approved with the below listed stipulations: 1) Direct access to the property from SR 434 is prohibited unless Florida Department of Transportation (FDOT) has completed the improvements (left turn lane into the project) during the widening of SR 434. If this is not accomplished, then the developer is required to install the left turn lane at his expense. Certificates of Occupancy shall not be issued until the left turn lane is in place and approved by FDOT. 2) The developer is authorized to utilize Vistawilla Drive and then across that portion of Tract 15 (land use commercial) to the subject property. The developer is responsible for any damage to Vistawilla Drive due to construction traffic. March ] 0, ] 997 REGULAR AGENDA ITEM J Page 7 3) Construction traffic is to access Vistawilla Drive from SR 434. At no time is it authorized to access the property through the developed Tuscawilla PUD (Seneca Boulevard, Winter Spring Boulevard, Northern Way or Vistawilla Drive north of the abandoned CSX railroad). 4) Prior to the issuance of Building Permits, that 1 1/2 acre tract to the northeast of the project will be deeded to the City, free of encumbrances. The property must be surveyed, have a Level 1 Environmental Survey done and verified by the City that it is usable (ready to build on). 5) The four (4) approval conditions listed in the Utility Director memo to the Land Management Specialist apply (the developer has a copy of these). 6) Prior to any construction commencing, the City Engineer must be furnished SJRWMD verification that the permit issued for eighty (80) lots also applies to the now proposed eighty two (82) lots. 7) That the City Commission redefine "substantial development" by omitting that portion stating that thirty (30) percent of the buildings be complete. 8) Allow the platting of the subdivision to be done at a later date. 9) That the Commission approve the concept of the wall and entry gate contingent upon the approval of the City Engineer. ATTACHMENTS: February 17, 1997 - Florida Department of Transportation Letter to Robert A. Yeager February 26, 1997 - Land Development Coordinator memo of Staff Review held on February 20, ] 997 with Staff comments March 10, 1997 REGULAR AGENDA ITEM J Page 8 February 26, 1997 - Bowyer-Singleton Letter to Don LeBlanc, Subject: Future Fire Station Parcel February 27/28, 1997 - Fire Chief, Utility Director and City Engineer comments on the additional two (2) lots - Final Engineering Plans - Landscape Plans COMMISSION ACTION: FLORIDA .. - LAWTON CBIU:S GOVERNOR --. --- - - - - ~ .- - -- ..~. ---.... DEP ARTlVIENT OF TRANSPORTATION 2400 Camp Ro..J Oviedo. Florida J2720 lIEN G. W A TIS SECRETARY February 17, 1997 Mr. Robert A. Yeager 130 South Orange Ave., Suite 200 Orlando, FL 32801 RE: Tuscawilla Tract 15, Parcel 3, Connection Permit No. 96A593- 37, SR 434, Section 77070, Seminole County Dear Mr. Yeager: This letter will confirm our 2-10-97 meeting at the District Traffic Operations office in Deland on the left turn lane requirement. It was agreed to hold your driveway permit application until your project is close to having homeowners move in. Prior to this point you intend to use your adjoining property for temporary construction access to Vistawilla Drive which has both right and left turn lanes on SR 434. If both your project and FOOT project Sl17664 remain on schedule the first DOT MOT Phrase will be adding temporary pavement to the north side of the roadway for the box culvert construction at about your move in time. This temporary pavement could be extended east to construct a left turn lane to your site. Your driveway could be constructed at the same time. Plans for this work will be required for review and permit issuance. You will need to make arrangements with the DOT Contractor to construct the change in the MOT plan and subsequent MOT phases to maintain a left turn into your site until the permanent left turn lane is constructed by FOOT. Should the FOOT project be delayed you will then be required to widen the. existing roadway per the sketch provided in our 1-17-97 letter. Should you have any questions please call me at 407-977-6549. SinCerelY~~ Stan ManI,l Permit Engineer SM:b ", , February 26, 1997 To: City Manager Staff ~l Land Development coordinato.(!}j! From: Re: Staff Review Tuscawilla Tract 15, Parcel 3 Final Engineering The above referenced Staff Review was held on February 20, 1997. R. Bradick, C. Earley, T. Earley, R. Malave and R. Yeager represented the project. Staff members present were Grimms, Houck, Jenkins, LeBlanc and Lockcuff S. Mann, Florida Department of Transportation (FDOT), was also present. Please see attached Staff comments and FDOT letter dated February 17, 1997. Items of primary concern addressed were: 1) FDOT is requiring that there be a left turn lane into the project from SR 434. The developer is reluctant to expend the funds for this requirement because of the plans to widen SR 434 from Tuscawilla Road to SR 417. The thought is that the widening of SR 434 at this point may be finished prior to anyone moving into the project. 2) FDOT and the Staff are in agreement that construction traffic to the site may utilize Vistawilla Drive, across Parcell of Tract 15. Direct access to the site is prohibited from SR 434. 3) It is understood by the developer that Certificates of Occupancy will not be issued until such time as FDOT gives their approval. 4) The City, according to the Settlement Agreement, is to receive a 1 1/2 acre (usable) proposed fire station site which is located to the northeast of the project. Please refer to Land Development Coordinator memo dated February 19, 1997, It was further discussed that the recommendation to the Commission would be that Building Permits would not be issued until the City had possession of this site. February 26, 1997 Tract 15, Staff Review Minutes Page 2 GRIMMS MOVE, JENKINS SECOND that this be forwarded to the Commission, with all caveats, for their action. Note: After the meeting, the Land Development Coordinator talked to the developer parties in attendance and stated that the developer would be responsible for damage to Vista willa caused by construction traffic, and that construction traffic was not authorized to utilize the interior street of the Tuscawilla PUD to get to the site. SR 434 is the only authorized way to get to Vistawilla, and then to the site. On February 21, 1997, the Utility Director learned that the developer had added 2 lots to the plans (82 versus 80). There had been some discussion on the possibility of adding 2 lots, but this had never been formerly submitted to the City for review. At present, the Utility Director, the City Engineer and the Fire Chief are reviewing these to ensure that this addition does not invalidate the comments offered. This project will not be submitted to the Commission until such time as this concern is addressed by the concerned parties. MEMO FOR RECORD February 19, 1997 From: Don LeBlan Land Development Coordinator Re: Staff Review Tuscawilla Tract 15, Parcel 3 .. Final Engineering I have reviewed the above reference final engineering for Tuscawilla Tract 15, Parcel 3 and offer the below listed comments: 1) the City will require Corps of Engineers verification that the removal of their jurisdictional line was approved by the Corps. 2) the City needs to be notified as to when the property is ready for City inspection to ensure that the property is indeed usable, as per the Settlement Agreement. I have previously stated that Final Engineering would not be approved prior to the verification of the usability of the property. To avoid any delay in the construction schedule, I will modify my position on this and recommend to the City Commission the following be accomplished prior to the issuance of a building permit: 1) that the City receive Corps verification on the removal of their jurisdictional line and the property be inspected by the City to ensure usability. 2) that the developer have a Levell Environmental Survey done on that property to ensure that the City is receiving non-contaminated property. 3) that the property be deeded to the City, free and clear of any encumbrances. CITY OF WINTER SPRINGS, FLORIDA 1126 EAST STATE ROAD 434 WINTER SPRINGS, FLORIDA 32708-2799 Telephone (407) 327-1800 February 14, 1997 Reinardo Malave, P.E. Bowyer-Singleton & Associates 520 South Magnolia Ave. Orlando, FL 32801 RE: Tuscawilla Tract 15 Parcel 3 - Final Engineering Plan ADDENDUM TO FEBRUARY 13, 1997 LETTER Dear Rae: At this point in the approval process, it is important to remember that staff approval and City Commission approval of this project does not imply permission to ingress and egress the site directly from SR-434 without FDOT approved turn lanes in place on SR-434. After Commission approval and after the preconstruction meeting it is permissible to access the site via Vistawilla Drive. No traffic, of any kind, will be permitted to access the site directly from SR-434 without the mentioned turn lanes in place and approved by FDOT. If you have any questions, please give me a call at 327-8397. Thank you. d;;t~//~ Mark L. Jenkins, F.E. City Engineer cc: City Manager Land Management Specialist Public Works/Utility Director Police Department Reinardo Malave, P.E., FAX# 649-8664 CITY OF WINTER SPRINGS, FLORIDA 1126 EAST STATE ROAD 434 WINTER SPRINGS, FLORIDA 32708-2799 Telephone (407) 327.1800 February 13, 1997 Reinardo Malave, P.E. Bowyer-Singleton & Associates 520 South Magnolia Ave. Orlando, FL 32801 RE: Tuscawilla Tract 15 Parcel 3 - Review of Final Engineering Plans - Seal Date February 7, 1997. Dear Rae: The subject revised Final Engineering pI ans and stormwater calculations were received February 10, 1997. The perimeter wall engineering and calculations, seal date February 11, 1997, were received February 12, 1997. I accept the subject Final Engineering plans and stormwater calculations as being in general compliance with the Land Development Code. The perimeter wall engineering plans and calculations, that were submitted, lack some calculations. The missing information will be forwarded to this. office very soon and the wall review completed immediately there after. Since the perimeter wall is not imperative to the function of the infrastructure, I recommend the infrastructure Final Engineering be forwarded to the City Manager to be submitted to the Commission for approval. The wall can be approved later. If you have any questions, please give me a call at 327-8397. Thank you. JiM~L~ Mark L. Jenkins, P.E. City Engineer cc: City Manager Land Management Specialist Public Works/utility Di~ector Reinardo Malave, P.E., FAX~ 649-8664 FIRE DEPARTMENT 102 NORfH MOSS ROAD WINTER SPRINGS, FLORIDA 32708 TELEPHONE (407) 327-2332 FIRE AND RESCUE SERVICES MEMORANDUM To: From: Date: Subject: Donald LeBlanc, Land Management S~ecialist, J Timothy J. Lallathin. Fire Chief ~ I /1~ January 30, 1997 Revised Final Engineering Plans, Tuscawilla Tract 15, Parcel 3 (Creek's Bend) The Revised Final Engineering Plans has been reviewed as submitted on January 28, 1997 with no objections. NOTE: No land clearing burning has been authorized in the City since direction from the City Commission issued on September 25, 1995. The developer will be required to do what is necessary to properly dispose of such materials. No additional comments are required at this time. cc: Deputy Chief O'Brien WINTER SPRINGS UTILITY I PUBLIC WORKS DEPARTMENT 110 NORTH FLAMINGO AVENUE WINTER SPRINGS, FLORIDA 32708 Telephone (407) 327-2669 Fax (407) 327-0942 January 15, 1997 TO: Don LeBlanc, Land Management Specialist Kipton Lockcuff, P.E., Utility Director Jk FROM: RE: Tuscawilla Tract 15, Parcel 3 (Creek Bend) Final Engineering We have reviewed the final engineering for Parcel 3 of Tract 15 (Creek Bend) that are signed and sealed January 28, 1997 and have the following minor comments: 1. Please show the force main connection in Howell Creek ReseIVe as a separate manhole connection. Please delete the air release valve and change the force main material type to ductile iron for that portion outside of the right of way. Also, the water main and reclaimed water mains should be DIP for the entire length outside of the right of way in both Howell Creek ReseIVe and Parcel 3. Please provide us with three copies of Howell Creek ReseIVe sheet 16. 2. The water main connection must be with a temporary jumper connection and an in line valve as correctly shown in your detail. A connection to a plugged line is still shown on the plan views. 3. Please add a 1 ~ "reclaimed water service to the vacant parcel proposed for the fire station (north oflot 35). Please change the slope from 8-6 to 8-4 to 0.4% and modify the inverts accordingly to maximize the fall available to seIVe the fire station. Approval Conditions 1. The sanitary sewer. water and reclaimed water systems are shown to connect to "existing" utilities which are not yet built. Please note that this project is dependent on the completion of certain portions of Howell Creek ReseIVe. DEP water and sewer certifications of completion may be withheld until the necessary extensions in Howell Creek ReseIVe are completed and accepted. 2. The meter for the reclaimed water system will be billed to the Homeowners Association at the potable water rate and those costs should be included in the estimated costs to the Homeowners Association fees. 3. The tree survey provided shows 25 specimen trees being saved. Per the arbor code the 11 acres of developed area need 275 points to meet code. Plan as shown provides 150 points. Two new trees are required with each new home to be sized as required in the Arbor Code. 4. There is 34 ERC's reserved for the balance of Tract 15 which includes this parcel. Prior to construction of the water and sewer systems, adequate water and sewer capacity will required to be purchased. Assuming, the 34 ERC's are assigned to Parcel 3, 46 ERC's will have to be reserved and a portion of the capacity charge paid. The capacity charge is $2,450 per ERC of which $450 will be due prior to construction and $2,000 payable at the time of building permit. In addition, a reservation fee of $256 per ERC per year is due prior to construction. The reservation charge for the 46 ERC's will continue to accrue until the DEP water and sewer construction completion certifications are received. The estimated cost needed prior to construction is $32,476. cc: City Engineer Dave Schmitt, Bowyer, Singleton & Asso.. via FAX File BO\tVYER=SINGlLETON & ASSOCIATES, INCORPORATED February 26, 1997 520 SOUTH MAGNOLIA AVENUE' ORLANDO, FLORIDA 32801 407-843-5120 . FAX 407-649-8664 File No. TUS2 Mr. Don Le Blanc City of Winter Springs 1126 East S.R. 434 Winter Springs, Florida 32708 Subject: Tuscawilla Tract 15 Parcel 3 City of Winter Springs Future Fire Station Parcel Developable Acreage Dear Mr. Le Blanc: We coordinated with the developer of Parcel 3 to provide the required 1.5 acre parcel for a proposed fire station. The United States Army Corps of Engineers (USACOE) permit allows for the fill and later development and the nationwide permit provides for the removal of the necessary area. The S1. Johns River Water Management District (SJRWMD) does not have any jurisdictional areas in this parcel and will not limit the use of this 1.5 acre parcel as intended. A legal description and sketch for this parcel will be prepared. We trust this information confirms that the city will have a 1.5 acre parcel for the fire station. Please contact our office should you have any questions with regards to this issue. Sincerely, ~~ Reinardo Malave, P.E. Vice President Land Development Florida Registration No. 31588 - RM:npc \\ TUS2\Corr\4020 c; Robert E. Yeager, Sullivan Properties, Inc.. Raymond R. Bradick, Bowyer-Singleton & Associates, Inc. CITY OF WINTER SPRINGS, FLORIDA 1126 EAST STATE ROAD 434 WINTER SPRINGS, FLORIDA 32708-2799 Telephone (407) 327-1800 February 28, 1997 Reinardo Malave, P.E. Bowyer-Singleton & Associates 520 South Magnolia Ave. Orlando, FL 32801 RE: Tuscawilla Tract 15 Parcel 3 - Final Engineering Plan Review of Chanqe From 80 Lots to 82 Lots. Dear Rae: The revised Final Engineering Plans, showing a change from 80 lots to 82 lots, was received on February 25, 1997. The change was found to be acceptable and did not alter the stormwater capacity significantly. The st. Johns River Water Management District Stormwater Permit # 40-117-0416-ERP states the permit is for an 80 lot subdi vision. You wi 11 need to provide this office wi th a new permit that applies to 82 lots BEFORE any construction commences. The above requirement is not intended to interrupt the normal approval process of the Final Engineering. If you have any questions, please give me a call at 327-8397. Thank you. Sincerely, ~ Mark L. Jenkins, P.E. City Engineer cc: Land Management Specialist Public Works/utility Director Reinardo Malave, P.E., FAX# 649-8664 WINTER SPRINGS UTILITY I PUBLIC WORKS DEPARTMENT "0 NORTH FLAMINGO AVENUE WINTER SPRINGS, FLORIDA 32708 Telephone (407) 327-2669 Fax (407) 327-0942 February 28, 1997 FROM: Don LeBlanc, Land Management Specialist Kipton Lockcuff, P.E" Utility Director ;fY TO: RE: Tuscawilla Tract 15, Parcel 3 (Creek Bend) Final Engineering We have reviewed the revised fmal engineering for Parcel 3 of Tract 15 (Creek Bend) that are signed and sealed February 24, 1997 and reflect the increase in lots to 82. The two lot addition is satisfactory and does not alter our prior recommendation for approval with the previously provided conditions. File FIRE DEPARTMENT 102 NORTH MOSS ROAD WINTER SPRINGS, FLORIDA 32708 TELEPHONE (407) 327-2332 FIRE AND RESCUE SERVlCES MEMORANDUM To: From: Date: Subject: Donald LeBlanc, Land Management ~peciali~t ~ _ Timothy J. Lallathin, Fire Chief ~ I ~~ February 27, 1997 Revised Final Engineering Plans, Tuscawilla Tract 15, Parcel 3 (Creek's Bend) The Revised Final Engineering Plans has been reviewed as submitted on February 26, 1997 with no objections. NOTE: No land clearing burning has been authorized in the City since direction from the City Commission issued on September 25, 1995. The developer will be required to do what is necessary to properly dispose of such materials. No additional comments are required at this time. cc: Deputy Chief O'Brien c Z ... ~ z o c > ~ .. w_ ~O 210 WNO >" Cli..... < "'c 1010 c ~ . " z i z c ~ . " ~ c ... ... z a z ... . " ',. ~ ,-.:... < ~ <.' " .... _"".." ~.' ,. l^l",~"" .. ~ ""~ '" ~ ~.. ,~~'" .',,-~ ~ ,,~4 U -S fI) "- ~ .Cb ~ ~..... "'t3Cb ~~ ~~ Q:a.: c:: ~ ;:: -S CI) c: -c s ~ c Cb CD i- ~ a:I (.) ~ c: it: C/) CQ rJ) ~ 0) ... € ~ Cb ~ ~ CD .,-- & ~ .t:: CD fj) ~ II.- ~ (.) .b Ltl -.... ,- Revisions: Dats D8scription By Notes: - .-" . . ''iIl''- . ~- <.~':. -.,....'. '. ._- Scale: Da te: '.:20' 1-21-97 Design: DAP Drawn: SAM Checked: DAP Dwg File: TUS2CNPT.DWG FEe 1 9 1991' \.: FILE: TUS2 Sheet 1 Of 1 . ...,' ...... ;~~ .'.~ ".. '.-.:"04..' <it':..- 'r.'(""'~"'~ #,,^,::~-~""'W~';'~.:";\y~>\.~".:'i~"j~';'r"",;;,}~..:..: "-c...-'_"~(4":.:.. ": TABLE OF CONfENTS SHEET NO. DESCRIPTION I COVER SHEET 2 GENERAL NOTES 3 OVERALL SrrE PLAN 4 GRADING PLAN 5 FILL AREAS AND UMrrS OF SURFICIAL ORGANICS 6-8 PLAN & PROFILES 9 RETENTION POND & DETAILS 10-1/ UFT ST AT/ON 12.-13 PAVING & DRAINAGE DETAILS 14 SANrr ARY DET AILS /5 WATER DETAILS SPRINGS, FLORIDA SEAI/NOLE COOIfTY EXPRESSWAY ?i ~ ~ ~ ~ "'- ~ ~ SITE ~ ~ 8 ~ ~ c: (J) ~, ~ Q. :::, h ~ S.R.434 ~ ~ a ~ ~ ~ SITE LOCATION 2- ~ ~ CI) 5 ~ > () PREPARED FOR THIS IS TO CERTIFY THAT THE ROADWAY CONSTRUCTION PLANS AND SPECIFICATIONS AS CONTAINED HEREIN WERE DESIGNED TO APPLICABLE STANDARDS AS SET FORTH IN THE HMANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN. CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYSH AS PREPARED BY FLORIDA DEPARTMENT OF TRANSPORTATION. s PRO PERT s, c. BoWYER-SINGLETON &< Ass 0 C IT A T JE S'j IT 1\1 C (()) ~ JP 0 I1t ATE lIJ) ENGINIININO · 'LANNINO . .UIIVIYINO . ENVIRONMENTAL 520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801 407-843-5120 . FAX 407-649-8664 4€ DEC. 1996 TUS2 SHEET I OF 15 TUS2PCV.OOI J=EB 1 91997 ~ ~ ~ ~ ~ &:: ~ Ci ~ \& Cl ~ ~ ~ ~ "l c: ~ $ ~ ;> <1 {O ~ Q ~ (\.. (J') "- l'.. (\J "- Q I. IVI constructIon to ~orm wffh CfIy of' WInter SprIngs standards " spoc/floollona. unl68s oIhtJrNI8tfI walwJd b/ thtJ City. 2. Tha Engln66r oort"'88 lhat 011 roadWays W8rS dtJ8lgnsd to tha ap-- pllcobls standards. os S8f 'orlh W IhtJ CfIy rd' WInf6r SprIngs and Its Fla. lJeporlmtJl7f (f Transportallon "anual of' Unfform Standarda 'or Deslon. COIJafrucllon. and Uolnfenonce 'or SfrfJlf1ls and HlghNoys. 3. Tha Contractor sl1ol1 ooordlf'K1f9 all work wfflin 8xlBflng rood rlgfi'-d-ways wffh CIty 01' WInf8r SprIngs. 4. It wIll be thfJ rMponslblllty cf thfJ ConIroclor to ooqulrfJ th8 neaJ8sary RlgtNJr-Woy Perm/l(s) and prtNlds ('or 1m S!dt!1ly and control (f 10001 traffla durIng construe/Ion. 5. ThB Contraclor sholl be extremely cautIous when working nsor trtJtJ8 wfich ars to be saved. wh1lher shtJNn on plans or dMlgnaffJd In th8 flold. 6. Ths Controc/or sholl be r88ponslbl9 for locatIng and verlf'ylng (horIzontally & vorllcally) all exIstIng ufllffl6S prIor to construe/Ion. and 'or notifyIng tm varIous utility companIes to mats tm nocessary arrangements "or a~ relooaflon. fsmporary dIsruptIon 01' servlos. or clarffloollon 01' actIVIty rogordlng sold utility. The COI"IIractor shollexerclStJ couflon whtJn crossIng an und9l'ground utilIty. wh61h9r shoNn on th9s9 plans or fIeld looaf8d. All utllffl98 wfich Inf8rf8r9 wffh thtJ propo68d constructIon sholl b6 r9l00af8d /q ths respecllVe utility oompanl68 and tha Confroclor 8holl coopsraftJ wffh IhfJm durIng r6l000flon Of)6raflor:s. N1/ d6lay or Il'"ICOfMNifNJOe d' tho varIous utllfflfJ8 sholl be Incidental to the conIrocl and no extra comP6f'l&(]flon wIll be allONed. 7. Th8 locatIons 01' allexlstlng utllit'I98. storm dralmflG systems. and fopograplic features shoNn on tho plans have boon dstormlned ('rom tts b86t available IrrI"ormaflon and ore prOllded "or 1h9 COf'N6I1I(Jf)()6 ~ tl>> Contractor. The Engln66r assutri68 no r08ponslblll/y "or their lnaoaJrQGy. Should a dfscr8tXJnGY arl66 b81w8817 1h8s9 plans and ocIuol fl6ld conditIons. wtich would appreciably af,ect tm 8xecuflon ~ th8s6 plans. 1M Contractor wIll holt oonafrudlon and noItry thtl EnglnMJr ImmtJdlaf8ly. 8. Ths Contractor sholl be resporlslbls for meellng alllnspscllon crIterIa and sch8dules. and ('or sIgnIng "or sold InspectIons. 9. Wof9r and wasfeNofer StJrVIC8 sholl b8 prOlld8d b/ CIfy rf WInter SprIngs. Tha wafer dIstrIbutIon system sh:JNn on IhtJse plans sholl b8 Installed b/ too Con/roc/or and sholl ~orm wffh tts City's standards. 10. NI dIsturbed areas sholl b6 868d8d and mulch8d a8 dlrtJChK/ b/ thtJ fIeld 9f)fJlnesr. II. T h1 Controcfor shall not excav0f8. r8fT1(MJ" or oIhBrwl88 dIsturb aff/ malerlal. 'slrucfure. or port of' a structure wlich Is located outslds th8 1I1l68. grades or gradIng 6fJCIlons fJ8fobllshsd for lfis proJfJCI. oxcept whore such excavation or retnOIalls prwlded "or In tM CtJI7frad. plans. or spoc/flcaflons. 12. All work and 01/ malerlala "urnlshtJd shall b6 reasonably clOSfJ In ccnf'orm/ly wnh tts 1If168. grades. gradIng SfJCIIOIl8. cross sectIons. dImensIons. malerlal r6qUlrements. and fssflng requIrements ttot ars apselfled In tm contract. plans or spoc/flcaflona. 13. PrwlslOl78 for tho malntenol1C6 and maf)(JfJfJm8l'1t of lho common ar908. walls. and landscaping ,.ocIlnles will be Included In CCNfJf1(Jnfs and HOf116ONnera' AssociatIon AgrfJ8ITIfJfTIs. 14. Th8 Contractor sholl 'urnls!J. ertICI. and maintaIn 011 borrlcodM. warning sIgns. and markings "or hazards n8088SOry to prahK;t thfl pub/la and tm work. 15. FIrs prof6c/lon sh:JII b8 prOllded b/ tts City ff WInter SprIngs FIrs D6pt. lJeporlmenf. IVI fIre "'drant lnatal/atlon spoc/floaflons will be prOlldBd W ths WlnhJr SprIngs Utility Deportmsnt. ~ 16. Compact 011 utIlity trfN'tCh88 wltNn roadways to 98X 01' lte Uodlfled ~ Proclor MaxImum DensIty and wlfNn other areas to 95X. u. Hf8r tfrJ roodWoy hos b88n consIrucf8d to subgrad8. "sholl b8 prool'-rolled to assurs tfKJt proper compocllon h:Js b8sn affalnsd. Ths pl'ooI'-rolllng and compocllon operations shall b8 Ins{)8Chld and fNhJd W a FlorIda 1I08I1S6d Soils EnglnBtJr to assurs trot tm spoc/fled oompocIlon Is maintaIned and 011 d6lelf1rlous materIal hos been r8tnCNed. 18. In other areas wNch rtJQUlre fill materIal. the Confrocfor will strIp or oIh8rNlS8 r6l1KNs 011 vtJ1;J6laflon such os brush. htxNy sods. htxNy grONfh d gross. dtKX1Y8d WJD8/able mofttJr. rubbish. and arv oIher deleterIous materIal b8'OI'e embankment Is started.lmmsdlatoly prIor to tho placing ~ '111 rnafsrlols. fhtJ tJl'Tflre aroo upon wfich flllla to b9 p/a06d sholl b6 soar"'9d In a dlr8CIlon approxlrnafely parallel to th9 axIs of' fill. /9. Tho Contractor sholl 'amlllarlzs limself' w"h th8 poIlclos and guld9- lines 66fabllsh8d b/ IhtJ City of' WI11f9r SprIngs. FlorIda 'or tM pr6S6I'Yaflon of' 011 pub/la and prIVaf8 prOf)8rly. Ths ConIrocfor sholl btJ r68ponslbls "or 011 damogfJ or InjUry to prOf)8rly ~ 0/1/ chorocl8r. durIng tts pr086aJflo,) 01' thtJ worlt.rtJ8U"'ng 'rom a~ oct.om/S8/on. neglect.or m1sconduclln tis monrter or method (f tlxtJaJflng IhtJ work.or at arvtlme dus to rl6l'8d1VtJ work or maIer/als. 20. Sonffary S9N9r sholl be P.VC.S.OR..:J5 or DIP.Closs 50 (DJP. sholl b8 po/yeIhtJ/6n9-11 ntJd J. 21. Too Controclnr sholl 6faks alllmprtNtJm8I1Is uslno too plat. Ths C~ tractor sholl o;,'Tflrm with th8 Enolnoor that the plot Is wrrent prIor to ccnsfrucllon. If is tl'8 Controc:/'rJrs sols r8Sponslblllty to compI8hJIY slake and ch8cIt alllmprOltJm8l1ls to Insure od6QuaftJ poslflonlng. both horIzontal and verlloo/.lncludlng m1n1ffWJm buildIng stJIbocka prIor to tts lnatallallon of' arrllmprfNf!JfT'l8rlf. 22. "wIll b6 the responsIbility of' ths Confrocfor(s) to Insurs that 011 required permits ore ottalned and ora In hand at ths Job slhJ prIor to ths comfl18l1C8l'f16r1 rf construe/Ion. The Confroclor smll abide tu 011 condfflona corI'aln6d thsr6ln. Prmlts Includ8d (but not n8088sarl/y IImIt8d toJ artJr -WaftJr Uof)(JfJfJm8l'1t D/strlct.Management and Sforag8 of' Surf'oce WahJrs -F.DEP.Wofer dIstrIbutIon and F.DEP.SfINer dIstrIbutIon -l.JxxJ1 rlg~-wcq US8 -lJxxJl underground ufllffl68 DATE BY DESCRIPTION DATE BY 23. NI wafer maIn fmlnas. volV68. r68fralnls. ooupllngs. pips. and In oenerallhose malerlals rtlQulr9d 'or InstallIng Ihs waffJr supply system. sholl comply with mInimum rnaf8r/al afondards. ratIngs and class"ICCTflons 88/'obllsh9d b/ CIty 01' Wlnfsr SprIngs. Hydr08faflc fe8flng and dlslnf"8Cllon to btJ ~ortn6d 08 psr AWrVA standards. 24. Ths F .D.o.T. RoadWay and Traf'fla D6slgn Standards (booklet dal8d January 1992) to be u86d "or dralMg6 BfructurM. StatIon Of',.8tJls arfJ to the C/L " the In/tJI or manholfJ top. ~ 25. Install valvtJ boX68 wffh 011 valV68. VolWJ boxtNJ under povtJfI1I!Jnt sholl have ~ Iraf"'a bearIng COI6rs.No volV68 sholl be located In povtJfI1I!Jnt or curb ar<<Js. 26. Wafer and S8N8r CrossIngs, A. Whsre waf8rmolns must cross 'or06mOln8. storm and 8C1n1fory 86'NfJrs.and rouStJ wafermalns whsn a minimum cl80ranc6 t#' 18' and 0 trilnlmum COler of' 3'-(J' oonnot be maIntained. the wafer maIn sholl b6 constructed of' meehanlcol JoIlTt ductl/s Iron pips prtNldlng a minimum ff 2'-6' COler and fjI minimum clooranctJ b61wtJBn the water maIn and thtJ oIhBr utllfly. 0n8 'ulllengfh oF ductile Iron pips sholl be cenf9rBd at tts point of' crossIng. Ductile Iron p/PfJ shall contll1U6 un/II a mInimum (f 3'-{7 otNfJr oon be attaIned f.1.I pipe d~/ecllon. 8. WhBn thers Is no alfernafIV6 to 8eN6r pipes crossIng fNtJr a water main. tm seNor shall be consfruchJd of' meehan/ool Join! due/lltJ Iron pips "or la 90Ch slds of' thtJ wof9r maIn crossIng. PrOllds "or a minimum 01' 18' clearance b8Iw88n wafer and SfNIer. Om "ulll8n(Jfh of' due/lis Iron plf)6 sholl b8 centered at IhtJ po/lTt of' crosslno. NO CONCRETE ENCASEUEIff will be allONed. C. ThtJ laferal86lXJraflon b8Iw88n f'oroemolna. sonltary and storm SfNI8rS. and watormolns. sholl not be IMS than 10 'w. Ir tNs separatIon cannot bo malntalned.lhen elthJr of' the two pipes sholl be conafruclod of' due/1I6 Iron plpa with prfJ8surtrllgH Joint. NO ENCASE"ENT 01' 100' sanUary stNI6/'" or wafer wIll b6 allONfJd. D. Wh8rs ductile Iron p/PtJ Is requIred for wafer maIns. It sholl conform to ANSI/AWNA A21.5I. AmIn1mum INcknsss of' Closs 50 per ANSI/ AWl A sh:J1I b8 supplIed. E. Teatlng, ThtJ COfTfroc1or to f88f 011 wafer maIns as per tM rO/IONlng, l/ydroataflc f68f por AWWA-<:600 (or Al2.3) Standard. and DlsI",.fJC/lon of' water maIn P8' AWN A-<:65I. F. NI waf9r b/poSSfJS sholl be construded ff duellls Iron p/ptfJ and sholl b6 f/&-rodd8d bock to a -deod-morf anchor on both sld98 of' ths maIn. G. R8t.JS6 wafer maIns sholl maln/aln a 5' (center to C61'7fer) separatIon. or ;, ,.oot edQt1-f'o-edae. and on 18' vertloal cl80rance from dOlT768fla water maIns. Wh8n lfiJ vfJrlloal and horIzontal clearan088 oonnot b8 malntaln6d lhe wotormaln sholl btI consfrucl8d ~ fTI6Chonlcol Joint due/lis Iron p/pa H. Under no circumstances sholl wafBr maIns be allONed to come In contact wnh or pass tlYouah 0 storm or sanItary struclure. ~ ZT. All R8/",-OI'ced ConcreftJ PIps (RCPJ sOOII be m1n1fWm Class III. ~ All R.cP.jolnfs to btJ wrapped In Ulr~/. 28. Povemon/ markIngs shall btJ P/aaed as shoNn In Ihs plana and F .DD.T. RoodWay and Traf"o D6slgn Standards. (BookI6f dated January.I992J. 29. ThtJ C/Iy ~ WInter SprIngs wIll monufodure and Install traFfla rtJQUlaIrxy sIgns and bill thB DfNeloper. 30. All gravtly 8tNItJr maIns and loftJrala aholl b6 hJltNl88d and 0 COP.I ff tlrJ vldoo foPfJ prwld<<l to thtJ CIty prIor to oarl"'oaflon. 31. WaftJrmolns shall comply wffh AWWA afondards and 011 P/Pss shall b60r lha NSF loao and 01/ PVC pips shall b6 C9()() - DR. lB. ReclaImed wol'fJr maIns"'" and larrJ6/'" aholl b6 DR-/8 and ,.,.", Reclalmod waftJr maIns 86rV10tJ8 sholl btJ purp/tJ In ooIor. 32.. Al16formNaf6r p/PfJ longfhs Include mlfertJd ond 6fJCIlona. 33. All tJXoavaflons wffNn 10 ,_ of' thtJ trav6llfJd roadway must be ,.,11<<1 wltfin 24 houra. 34. IVI wotermalns to be laId wffh a mox.oI' 38' CCNfJr. ~ d8tJp6r cut muat be apprOlBd Iq ths CIty of' WInter SprIngs. 35. Tha Contractor sholl submit 011 shop drawIngs to tte EngIneer "or flnol conf'ormonce wffh the 6fondards. 36. ThtJ Confrocfor shall comply wffh 011 f<<Jtral.8faht and looallaws and regulations controlling pollutIon 01' tM fJrNlrONTltJrTt. 37. ThtJ Confrocfor shall control 1'18 opsroflona and thostJ rf tis suboonfraclors and allsupp/16I"8 to assure ths l80af IncoI'NI91"18nC8 to fhtJ travelIng publfc. Tm Controclor sholl maintaIn "r8S and unobsfrucl9d fT)(Nemon/ 01' v8liculor IraFfla and sh:J/lllmlt tis opsratlons 'or tts ~8Iy and COI"N9f)/8nC6 of' tM travelIng publlo.UndtJr all clrcumafan068.s~tJIy sholl btJ IhtJ most Important oonsldtJl"oflon. & :18. PrIor to commencing work tts Controctor sholl rurn/sh. 8I"9CI and maIntaIn 011 barrlcod68.wornlng slgna.and markIngs "or hazards and thtJ control of' fraffla.ln rtKJ8OnOb/e ~ormlty wffh fhB Manual cf Uniform Trafflo Control DtNIOtNI "or Sfrws and HlghNaya. or os dlrtlChld /q thtJ City of' WInter SpI'lngs Cf/y Engln<<r and PoIIOfJ DtIpt.such a8 to t1f',tJCflwJly prfNenf accIdfJl7ls In pl0C68 wh8rtJ IhtJ work COU668 obaIrucllons to tta normal traffla or consfffu1'68 In 011/ wcr./ a hazard to 1m publlo. 39. Ths Confroclor shall vIsIt tis sits and 'amlllarlze NmstJIf' wffh 8Xlstlna oondfflons prIor to bid. 40. All water S6IYlces rfi'orenced wffh -DR9 68/'Ylce poly" sholl have a P.P J. rotlno ~ PE:J"iOB. and DR9 (PC 2fX))"or po/yeIl1IltJn6 tubing per AWN A COOl. 11#I. No lnapec/lon on w68lc(Jf)(Js or after -4aJ PM. Uonday-Frldoy. Burled lines sholl b8 optJntJd to InsurtJ proper Joint COIJnscIlons. 42.. InaP8Cllons must be 8Ch8du/8d with 48 hours odvanotJ noIlOfJ. 43. NI pr96sur9 lines shall hove 12 gouge tracing wIre taf)6d to 1m slds at 'IV6 foct InhJrvala.l.JxxJfor taPtJ sholl be p/0CfJd 000 ,.001 alxN6 all water. seNor. and rtJCIalmod wafer molns.f1V6 '001 Intervals. 44. OFfsets for Inlets 0,." to tts Inlet Cerl'erllne per F.D.o.T.lnde)( 210. 45. NI strfJ8la arfJ prlVaf6. :aJlV~~lON~ DESCRIPTION DATE BY DESCRIPTION 1-22-97 REV. PER CITY OF WINTER SPRINGS &. OMS BoWYER-8INGLETON & ASSOCHATES~ KNCORPOlR.ATElIJ)~_-/l/~ INalNllRINO · PLANNING · 8UIIVIYINO · INVIRONMINTAL t" - //; 520 SOUTH MAGNOLIA AVENUE : ORLANDO. FLORIDA 32801 Ie, Ic;-J 407-843-5120 . FAX 407-649-8664 r:J- /{"( / 6If6. ThtJ Contractor shall be rtJllponslbltJ for tm malnftJnonotl '" alllondscoptJ buff'ers.rfJhlnl/on and df1hnflon ,.ocIlfflfJ8 until the work h:Js boon ~ b/ the ONner. All dl8lurbod areas shall be rY1Iurnod to thBIr orIgInal ccndfflon. 4T. ThtJ Controclor 6hall oomp/y with allllJf}Ollood r68frlcflons In the houllng 01' materIals In publIc roads bejond thtJ limits ~ th8 work. A aptJC/al permit will not r6llew the Confroclor 01" liability "or thtJ dalOOf1fJ wfich may rssu" "rom th8 mwlng 01' materIal and 6Qulpmenf. -48. ThtJ Contractor sholl Insure that proper soil d6lls/fles ar9 ocIi6VfId for P/0C6ff18I'ft 01' 011 hsodwall/endWall foollnga.r8lolnlng wall fooflngs.and In general. a~ f'odfng support descrIbed on th9s8 plans. It wIll also b8 tm responsIbility ~ tm Codroclor to Insure that suffIcient soils testing hos b88n ~ormtJd prIor to fIno/Installation 01' ImprOltJm6nls. ~9. DurIng COf'I8frucllon. no dIrect dlsctKJrfJfJ 01' water to dONnatr80m receivIng wafers wIll b9 allONed. Ths Cortroclor Is responslbls for moldalnlng wafer quolfly.and sholl route dlschorf}6 water In such a mannsr to adtlQUafely rtJmtN6 sIlt prIor to runo/''' from ths site. 50. R6I6nflon & DetentIon ponds and Lakes ore to be completely sodded 2 '691 b61o.v normal water IfNfJI. wffh the 8XC6(ilon lhat no sod materlol will be placed OIer underdraln fllfer materIal. 51. Eros/on Control A. Prwlde e/"ecllVo temporary and permanent erosIon control follONlng lhe requlrtJm6nls In S8cllon 104 of' lhe Sfaf8 of' FlorIda D6parlmenf 01" TransportatIon Standard SpecifIcatIons for Rood and BrldgtJ CM8fruclfon. /991 Ednlon (F JJD.T. S6cllon 104). 8. Control ,.6OfurfNJ. fT18Ihods and condfflons Included In t/is oonfroct IncludtJ thtJ follONlrIfI os IndlCX1f8d by x In blank, I. Jl. Coordlnaf9 constructIon of' temporary erosIon control f 9afur88 wffh permansnt erosion control ,ootur98. 2. Jl. Control operatIons wNch may re.sulf In Wafer PollutIon. (F n.o.T. S8cllon 104-3) 3. x. PrOllde sch9duls 'or cltKJrlng and grubbing. 9OrlhNork opsraflons and oonsfrucllon 01' psrman8i7f sroslon control ,.6OfurtJII and propo68d uStJ 01' temporary erosion control f<<rfurflll (F .D'o.T. StJCIlon 10+-5), ~. - Um/taflon of' (J)(p08ure cf erodible 60rlh wffhout temporary or ptJI" maned fJl'08lon ()t()drol,. <<Jfures I R SF. (F.D.o.T.StJCIlon IO+!U). 5. Jl. Temporory GrassIng (/0+-6.4.2) 6. ~ T:emporory Sod (/()+6A.-') 7. .xTemporary lIulcNng (104--6.-4.-4) 8. _ Sondbogglng (/O+-6A.5J 9. _ Slops DraIns f1fJ+.6.4.fj) 10.- SedIment BasIns (/04-6.47) II. --Arffflclal Cwrlngs (/04-6.48) 12._ Berms flO+-6A.9) /3.KBoltJd HCff or strQfN (/04-6.410) 14.8. Temporary Silt FfJI'I088 and stoked SIlt BarrIers (/04-6.4J/J /5.A Floating SIlt BarrIers (/04-6.4J2J 16. KR6ITKNtJ temporary erosion cortro/ features (F nJ).T. S6cllon 104-6.5) ". ~ MaIntaIn permanent and temporary 8I"oslon control ffJOfur9S (F.D.o.T.SBCllon 10+7J 18.Jt.Tfis oonfrocl dtJ8lgn has b88n apprWfJd f.1.I tta ONNER and rSfJUlafory OfJ6I)CIes heNlng on Interest In erosIon control alx1fem8nf. In /fs ,.'nol "arm too dfJ8fgn rntJ6Is or 8X088ds m/nlffHlm standards. All temporary erosIon cotrIrol features requIred durIng conafrucllon sholl b6 C<<I6fruchJd /q tha ConIroclor. and thtJ coat thBrtJff Included In tl8 Contract Sum 0& a r8f1ular oblIgatIon Incidental to tts Work. C. Ths ConIraclor Is to submit an erosIon control plan In oompllanos wffh tts Land D6ve1opmenf Code to tm CtIy Engltl66r for apprwol prIor to thtJ prtlOOl76frucllon m<<JIlng for ttls proJtJCI. D. DurIng conafrucflon thtJ ConIroctor Is to IMfaIl 0 turbidity BCrfJ8n along pond arfJOS abutting ConservatIon NooS. E. Tts Confrocfor 18 respoll8lb/e "or maIntaInIng 011 8/'oslon prolecllon. 68P6C1al/y In thtJ COfJS6I'Vatlon N80S. durIng thB entIre construe/Ion prOO88s.lncludlng repaIrs. 610.. to prtN8I'Tf a/'fl sIltatIon from enterIng th8s8 aroos. 52. The Confraclor Is rfJ8p0t)8Ib1e for gradIng 011 pavements to draIn posfflV6ly. Intersections sholl be translfloned to prOllde smooth drIVIng surf'oce wNle maIntaInIng fJOSffNe dralnarJ6. Should aroos of' poor draInage be ob86i'Ved. Contractor sholl notify 1m EngIneer prIor to IXNlng so that rfJCOmmsndatlons for correcllon may b6 mad6. 53. Ouontffl68 and lengths 01' maf8rlals shoNn on lhe plans should be verffltJd b/ thtJ Conlroclor. Nty dlscrtJpancy b8/w86n oolloufs and aclual shoNn In plan VI9N Is to b6 broug/i'to ths EngIneers attenflon 0/ 1h8 ConIroctor prIor to biddIng. It Is the Eng/~s Ir/enflon to build what Is shoNn In thJJ Construction Plans. SUBMITT No DATE o T'f OR COUNT'( WJJ.D. FINN.. APPROV Al BID SE T AS-BUt. T 5J#. MI808IIaneous EngIneer Nof"'oaflons A. The Contractor 8mll prOllds the EnglnetJr 2., hour odVanotJ noIffloollon noIffloatlon "or ths ('oIlONlng COI18frucllon and ob8ervaflon ocINnltJ8, a. San/tory Sewer lJ1mp/ng and T.V.lnspectlon be ConntICIlons to ExIstIng Systems 0. TlruBf Block Pours and RtJ8fral'" ConntICIlons d. storm DralnogtJ Lamping 6. Inl6f Top Pours (Re/nf'orclng Sf68I ChtJckJ f. Wafctr & ForOtl MaIn Pr68surtJ TtJ8fs g. BocIerlolOfJO/colScmpllng ~ h. 8088 Obs6rvaflon & SoundIng rr8Sf roporls wIll be submlttfJd to lha City EngIneer from ~ ths fe8flng fIrm os soon as tJOCh fest Is oomplehJdJ I. Asp/KJ" PIOC6f1'I8I'Tf j. Prtt-FlnollnsP8C/lon k. Flnallns{J6CIlon 8. Ths Contractor aholl keep DAILY -As-BuIf16 drawIngs and make thsm readIly OOC88slb/6. &C. PrIor to 1m start ~ oonslrucllon thtJ Contractor sholl prspare and submit to ths City Engln88r a project construe/Ion sch8dule (Bar Graph) and sholl upd0f9 said sch8du19 on 0 monfNy bosls. D. ~ "u61 storage aroos aMII have prIor ONner'S apprwal and approprlottJ tn80SUrBS sholl be token 10 Insure prolecllon t#' ground'r'laftJr and soil rtJSour068. E. ThtJ Contractor sholl coordlnaftJ 011 backfill ()()6ratlons wffh tts RtMldtJrt/ Soils EnglnstJr and submU T96f Roporls to Engln68r prIor to begInnIng work on tts next Item of' work. Is. sub{}rods prIor to curb. F. ThtJ Englf"l6fJr r989rV8S thtJ rlg/i'to requlrs the COI'1Iroclor to Uf"tCCNsr. r9f9sf and/or ~orm a~ octlon Il8C6Ssary 10 ensure thot tm ImprtNomerrfs hove b88n conatrucl9d In oocordance with IhtJ plans and spoc/f lootlons. G. Ths Controclor sholl prtNld6 B.SAwlfh a cop/ or tts sanlfory SeNer TV r88uffs. ~ 55. k1f son"ary 68NfJr system buIlt for phasIng of' tm project sholl hcN9 a ~ 10' stabilized QOO68S rood 0I6/'" the 11M and b6 consfrucf8d to and IncludIng thtJ f'16xt monho/6 wffh a 10' utI/fly 90sement osnfertJd OIer ths pips and manhola Tfis proJBCI will not be pha68d. 56. An/ dlscr6/X1f1O/ b8Iwe8n tts dlmsnslons and msosuromerrfs shoNn on the plans and tm aclual fIeld oondfflons sholllmmedlaf8ly b6 brouglt to tts EnglnB8l""s affenIlon. Follurs to do so and to confllXJ6 oonatrucllon sholl make thtJ ConfroclrJr compl8hJIY liable 'or whaf6ver 8I"rors and/or problems that may subs8qu6nffy or/sa 57. BlU6 R~I6Cl1WJ PCN6tn6f'TI "arkers sholl btI plOO8d In thtJ osnfer ~ thJJ drIVIng lone In "ronl' of' 011 FIrs Hydrants. 58. Too Contractor Is to m1nlmlztJ fhtJ r9ITKNal ~ WlfJ6/atfon to tm gr8Of8st extent prodlcol. 59. NI roadWork to btJ dontJ In thtJ City ~ WlnftJr SprIngs Rlg/r-(:f-Woy will rtIqUlrtJ a CM8frucflon Zone PIon/Permit and apprOlal"rom Traf'fla EngIneerIng at ItlOst 5 days prIor to oommtJnOtJmtJnf. 60. It la the Con/roc/ors responsIbility 10 obtaIn a COW of' tts Soil Englnears roporl"or tfis proJ8d from BoNyer-Slngl6lon and As6OClahw.lno. and to mtJtJJI 1m So/I Engln<<Jr s r<<lUlrtJmfJrlls "or praporaffon on thtJ afhJ. ThtJ Contractors So/I E nglnoor sholl C6rlIf'y oomp/tJllon of' 011 compocllon. roadWay COIl8frucflon. and undtJrdraln lnatalloflons. Geo/'ectr/ool rtJOOmmtJndaffona are not tta respot18lb111ty of' BoNyer-Slnglt1lon & Assocl0fs8.lnc. lJoNyer-Slnglelon &0 A8soclaf68.lnc. hos r6lltJd on thtJ r~6r8f)CfJ(j gedechnlool report In tM preporatlon t#' thtJse plans. Nty conflict b6IvtItJtJn ''''ormatlon wfffin thtJ roporl and thtJs8 plans sholl btJ rfJl)Ol'1tld to thtJ Engln<<Jr /ONnrtJr. lJoNyer-SlngltJlon &. AssoclaftNl.lnc. assumtJIJ no rfJ8ponalblllty 'or thtJ oorrfJCIntJ8s. compltJItJntJs8 or OOCtJracy ~ thtJ aeotechnloollnf'ormatlon. 6/. PrtJOOsf circular 6fructurM sholl be oonstruchJd wffh a minimum 5' wall tfickntJ8s. 62. Contractor sholl maIntaIn W661ky monitorIng roporls per (J6I)6raloondnlons of' tts EPA-NPDES G6n8ral SfrJrtr1Hafer Permit. 63. ThtJ Contractor Is to conIlnuol/y molntoln. of Ns tJxpense. a/'fl and all erosIon prtNfJl7flon 6Y8fems netJd8d to InsurtJ that projoct constructIon will not couse 0"/ wafer quality d8f}radoflon or vloloflons to OIJ-slhJ or o/'''-slhJ waf8rbodI6S. ponds. lakes or W81landa. The Contractor Is also responslb/tJ ror meq/lng SJINIUD Permit Condfflons. thtJ EPA-NPDES G6n8ral Stornwofer PtJrmlt CondfflOll8 and City ~ WInter SprIngs RtlQuloflona. 64. Reoord DrawIng, N thtJ tJnd ~ CMSfrucllon. tm Contractor prOlldfJ 0118 Sf1I 01' drawIngs stoNIng AlL CHANGES marked In waterproof' red wffh tts follONlng Confrodor CfJrl"'ooffon 8xecuf8d on E~H SHEET, ThtJ Controclor h8r8b/ oerlffl6S to the ONNER that ImprtN6t716nIs COIfJred Iq tfis drawIng and th8 related df1lal/s havtJ b88n consfrucl8d as IndloaftKJ or 08 mod"'ed f.1.I the notes and grap!ios stoNn.NJ89nf a naf9 or grapNo to tm contrary.lm ImprCN6t716nIs hovs b66n ccn8frucled meetIng Indu8fry 8fandard foItJI"af'1088. SIgned, Dofet N./fhorlz8d Contractor 8 Repr8S6l7faf/ve 65. The Confroclor shall b8 rtJ6ponslb/6 for protecflng 011 exIstIng 6UfVf1/ monumentaflon. Dlsfurb<<J monuroonfatlon shall be rfJSfored by 0 FlorIda- 1I0fJnS6d land SUfVeyor seltJCfed /q ths ONner at the Contractors expense. 66. NI traf'flc control sIgns. marklngs.ond strt!J81 sIgns to conf'orm to F nO.T. and City ~ WInter SprIngs CfIy OrdInance. Of. SecurIty gaffJ enfranoss sholl comply wffh 011 PoIlOtJ and FlrtJ D6pt. regulatIons. 68. AIr R6I90S9 ValV6S sholl be r8qulred at 011 figh points In tts propo68d "orcemoln. WINTER SPRINGS FLORIDA DRAWN AJf.t DE:S1GNED D~S CHECKED '-'EJ SCALE NONE PROJECT 00. TUS2 FILE ~[ TUS2PGN.OOt S~1fE T 2 Of' \5 GENERAL NOTES TUSCAWIUA TRICT 15 - PARCEL :1 JFEB 1 91997 C-I UNPLATTED STATE ROAD 434 F::::J ==~===~===~============~======================================================================~============================================================= -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -~ - ~~ - -- --.:~ - -- - '-:' :.-:-_-~ -=-- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J - - - - - - - - - - - - - - - - - - - - - ,-f - - - - - - - - - - - - - - - - - - - - - - - - - - -- , I - I ----- - - - - - - - - - ',- - - - - -',- - - - - - - - - - - - - - - - - - - - - - -.. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_- ::::: ~~....-: --~J - -,it - - -\~ ~ -',- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ __ _ _ _ _ _ _ _ -:",'~ __ -~ ~ ~ ------------------------------------- I \ ------------------------_____c::- " I I ~ ' " - - - - - - - -t - - - -'~ - - !\-1T1-3-1~~ 1f?- - -f';~ - -.J / 18 ~,SCREEN WALL / -", \'1 , " I "::.::::.::::::~ l- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ ,/ \ ." \///,/ ,',,/ // /....19 ,,20 (SEE LANDSCAPE ,:t.AN '~\_C!./~'a-,1 24'WHmE -,,-------------__________________ ========~\===d:== ~;:'</~,~I "Ii,;11 ===_/ @==~/ ====~/ === FOR DETN~/2t == ~~-j~_{{!;;_BfR ----------------=c@-------- ,/ / / I DI6 /1/ _.. _.. -.. -.. ~.I!2 I I I I l.l -.. .....J , PUD ~\ :/;,',,' :,/ /l \ / 07'1, ,,' ,--Z------' ,/// /// "-~!1 !, ~/~"\ 'rID I f 8T(,~ 2 3 4 5 6 7 8 9 /0 II /2 \111I,',1 I //1 / , d ~" .1.11"// ~ '-.I( J '" ~ RESEC1'.JE AT TUSKAWI' I A nil I I I / I 74 I , "Or./It ) '"" / ........ " ......." RI ' Tl v LJ.J-1 1 , I, / I I ' 0 ) " II: ..-S,ld . / I~ a: ' PB.48, PGS. 31-40 ~' i' " A1V~1 /,' 1/1 ,"'''- ..,.. ~ ""'r " . I \ /1', /' I I ~ I I / , . / ,If:b ::".-.. I 51!. DIO UTTLE CREEK LANE DB ,,', I -- --- ~ /";' I : YJ' ,', I / "''''; ,.' ,,' II l' ,I ,~b'/ ,/ ~"'(', ,-';. . - --- , ~ ~- ", :..... " __ - - --' - ,','/ ; I , I , ) / I /, / / / _ . . _ . . -;,<,./. _ _ ~ ~ ..- ;' " ( ,... , _,,, ,,- - -- I I I ',I 0 "..- 0 j L ~\ 'I ~ ~ 11 ~ ~ II , : f I \ --t I .I 73 / , -" ( Ooi' / / , ... .... \ '-!iI' '\. : . " " ) J ___ rl ~ - -- ~ " , ; I I" I / I I / / " I ~1.~ "' " ./ / '\ _ _.... .... , 0 e"lr I 0. J" ~ ~I .......... 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I ~ j I - ~ - - - - --;; ~ - - - ~.. \Q!5 1/1./0"" '\""'. po. h"3" 20 /9 /5 .. .. )/1 , I ~ , I I / //,' Dl2. t 511 n'- - - - -1/--"- - - - - - 'mO:>t.... - - I ,1 . \ ,~~ 22 2/ /8 /7 /6 /4 /3 :'i,::}: ,'t ............ ///7/' I~' V[ / 77 ....~,...._.__.._.....,.,~, 'r t,'r- 14'00 hl , , I . I. .... -.... Jt7 ~QIl"'" 0 I t' ,', , I, I I I ,..1 ~'\ I ~Oak .... ". I 11_ "',,' - "':J(,Oak , I I ) :/ , /,' I I ,.... I 0 / t u () II I , 1~<:"t"'Ji 1 I I 1 '.. "...... -. "_ .... I / ..- _ DtIf , ~ 111:, t'f.J4,f I / ' / .,. -.. . " 'I) I I I ,,', , t,1 I I , / I.... .... - ~,'/ \. / D5 ill - - t'1,e'CMo I"h . , I / ,: I , 1"11 19 , I ,-, / .v /' ..-.~ATION ~ ~ I I ... ~ ~'I I I 1 I.' I I 1,1 , I 70: t;;}ZOJ""'f" HkIory ~ .. , 2.~ WHffE:,'1 I' ~ , , \ , \ \ \ \ , "" I I I -. .'.... ) c:-ro'o RAR',1\' ~ - - f l. - - - _ 0 I _ .... ~ I \ ,,', , \ ,~ \, I , , I I .... , ~ ~, I ,- r' I I I '0- '- _ _, CD I' ;hi' ,... 10 '" , , \ '\ \ "r., I HI ' I I l', ,~ J _ - " "82 " - . I I >>Oak . -, ~ 00It - J:'i , ... - - 34 36' \, , , , \ \' 18 '.....,t" akery , "..., \ ..... ... , .. -,- 'f;,.7... ~ '" , 37 ,.\ , , \ \ \ :.. ~ \ "{. I , I , ,-' '. "1 .... I ~ ~- - - -800 "...DJ- ~," ~ ",' " \ L i 24- --25"<J1l1i< ....... Q.C - _ _ _ ~7 28\ ... " I, " 1 \ , , " ~> - ..,~....""",-:- _ ,,69 5/2 · / - \~ 78.7 ;J (7 ~ Rtf _ t::-U' ~_ ,29 ",;30 3/ 32 33 RII I'I'J '/--24" WHrrE " .l-..... /1 \..................'.........'::-...~~~f7.o&~--__---__::::::::..........., \ · \ '., ~" lD~ @':i:1 Fr.,', ~:..~:--,-----,,-- -,\ '0" 8 /IISTOP8AR" ~r.~ ~~."''' ,: :, ' ,',''--, -..:-..:-':=- ~ .: "1'1'b~ ~..: "::;. :.:. ,', ' ,"--\ .Ml\ 16.......1 ,~ " , ,', ~ '-, ---" - X ~ ' ,~_ " .ilft I 6 ~. V, ,) '-'. ;' " ' ' " 1~ - - - '!! ' "68' '. ' '" , llIVdaU .'}... lJ.' " ",\ I' QVdaU . :'. , 1\, ,: '" "'--~---1~--<~---------,~~\v~i:::~~,\,' / \\~. L::::.:..2~!!f=!~!~_!'t':_~::..Lu_... ~ l"~ ~ .-..~u_u._.~~'~,;...u~'.J~ ._u~. ~._.:t:~~~:~~.~:.._u_. _u_u_u_._.l~.J. ,,\~!3!;~'1!...EY!_~:t-lA/ i : ... .... - - ~11-- - - -,- \ ,~' , \' , I ........ .... ~ " ()- - - -'O'~... ,/ 'I ~ .- I' . "\'" /./ 'nf,lI 1/bJ y - - - - '" \ '~~, \ , HI<.torf' 67'.... " · CJ;'J{J1Ir u-- ' ./'.-" 58 \ JCj, \\' ~S6 ~ &.. _'-In" '~r?1/s ,/ ~ , ~ ! I , ,\ \; , \ 1 ~ - I I"~ /~ \ '... "L'I - 1 \\ J 'I I,,' I .....'~ - ' 1. S5 . , 100 YEAR " '\ ,I'. \~JI~ I'::!""" '\. 0 \~ loW');:""" I -; V '. \ " II,: - i \ ~i FLOOD ELEVATION ',\ 'I \ ,\ \ " ~. - .J1f.d -... -.\ I " .... _,_ ......~. \ E116.7 '\ ,I, ',' I , ' c:"Q~ ..--..v..--~.-..--,..--~..----.-..:.r1'.~-..-~::.:--...- _._L;)J",)' -..-..Irl 1'''' ,- - . ~...... : '- ' 1-v ,II , " / ,,"'" r-v- I ""'~ ... ,. -r-..-. ......~--.c-. -..--.--...-..-,..-..--,.-..--_____.__1;._____..__.__,.__............_.__._~.._.......,.....I_..__.._. ""- ' , .J' !. / I, / / / __ ^-" 1 Ie' TWl" ".. ... ..... 2 5 n.. .. 26 I f ~, ' DI ' DIe ' , -'- --- '-- -- \l'a,~ 1/'/1/ ~I'irl"~"',' UoI"- .xao. I 1\ ' IAJ'~, I I I /' ,~', " ''\ 'j' / DlB : ' : X '-,- - -'- ....~ ~ 1/f 'I I / ' / r I ~ ru \, , ~ '\ \ , I , ----,- , 'I., / {,I,~~c:i8ary / U-HkAwy : 0 SOak ... .... ~-4 @?/ "a-t ~ I I\'; "'HIaory '0 tiii' Z4'~ t-I /) \ I I ' .... ... " : ' I '" I, ~ I I I < I I 0 ' u... 0 - / / ,~".. I I , ~ , , 1 I -1' , / ' , ' ; """ ':;~://:~~:&-" ,,-. ~ 64 'r63, / 62 '~6/ 60: b 5's....,' 58 "'-~7 ~~,~6 - -I f-: - -;$ - - 54/\5&'" - '52 5/ 50 49 i 48 47 46 45 44 43 @" ,'r,' ,','/,~ ~ 56, / I l'rOak /' .... .... - - , '.... - - - L -t---"~7< " ):,,' " r 6' IlJlGH .Jt ALL. " " 11" '" 0'" I 0 ...., I I I 0 ......... -.... , I r-----. .~~ ",' 'j W"-'r--- I , \ 161J 1 /, 'II 14'H/~" ,U~ 'r~... \ \, ~o.. - " ,AL(~NG Pf?C"PERTY 'JNE " , \~. I / I / I , I , , --16 0.... .... .... ,j -7 I I -.. - -' ,J> - ' .... I I \ \' I 26 ' ... ',\. / j I .' I ~ \ \ ~ 4 ) I '7 I .... :t \ I I - - l ~ A _ ,2~ ~ 6 1 I'irl_ Oak , , /'\ '. I C _ ~ _ , , 171B;g;~~\~\~""f :~~l~~':: -- - -.- -== - ~t - - - -~ -- - - / ---- ~--~ =--~ ~~-~t T,@---- - ~-~~~ - -- ~-C![) --- r :.-= >'\-, __i_-~ ----(:~-- ~,~}~- ~ ------.y~ ~-- ~--= -g,~--~@; - -= ~-~~ --:. ~: :::~ ---1-----:------~ ~ =- -~----------~=- ~-~-_-_-_-_=~-~~_:~=_;,':~;- 23,\' I 0 I' I I - - - - - - -:. -: -_...-....~\": ' - - - - - : : 12 3 1 2 2 1 2 1 1 2 0 I I 119 11 8\ 11 7 I I 116 11 5 11-4 11 3 112 111 ~ 11 0 : I I '. I I PUD" HONELL CREEK RESERlE PHASE 3 UNPLATTED THE FUTURE I~ACRE FIRE STATION SrrE (][) 26_ , & ~ \ .... '0 ~ ~ \ \ \ \ \ \ \ \ 35\ ~45 ~ 39 ,~-, I , , I I 38 , / / I " I @) 42 "- .I r-- I I I \ \ \ \ \ \ \ , \ 109 108 )( , , \ LEGAL DESCRIPTION ..... ~ ~ "- ~ ~ $2 c: ~ Q. Tho! fXJrt of too MAP OF THE PHIUP R. YONCE GRANT.as recorded In Plot Book I, PO(jes 35 throu(jh 38 or tm PublIc Records of SemInole Count/, FlorIda. being descrIbed as folIONS: OWNER SUUNAN PROPERTIES~/NC. 130 S.ORANGE AVE..5UffE 2.00 ORLANDO" FLORIDA 32801 TELEPHONE: 407-42.5-662.3 SOILS LEGEND (][) BASINGER AND SMYRNA FINE SANDS,DEPRESSIONAL @ ENJGALUE AND IMMOKALEE FINE SANDS @ POMPANO FINE SAND"OCCASIONALLY FLOODED @ ST. JOHNS AND EJVJGALUE FINE SANDS sold curve and sold Westerly frl(jtt-of -Way lIne throuqh a centrol of7<)le of 69"00'18" for 0 dIstance of 650..36 foot to tm poInt of rfJlerse curvature of a curve conc<Ne Nortlwester/y IxNln(j a radIus of 710.00 foot and 0 chord bearln<) of N 7r54~55- E; thence run Northlosterly a/ort<} the arc of sold curve and sold Westerly RIght-of-Way lIne ttrou(jh a centralan<)fe of 14'57'22' for a dIstance of 185.33 foot,' tlienee l()(Nln<} sold Westerly RI(jht-of- Way lIne run N 3aZZ 39' W alof)(} a non-rodlal line for a dIstance of 356.04 foot; thence run N 89"5Z 3g W for u dIstance of 2/00.00 feet; ttenca run N ()(J'07'2)- E for a dIstance of 100.00 foof; thence run N BgS2! 39' W for 0 dIstance of 150.00 feet to the POINT OF BEGINNING; toonce run N 47"03'59' E for a dIstance of 292.95 foot: twnce run N 55"3fYlcr E for a dIstance of B/16 foot; toonce run N 2(47'50' W for () dlstanCi3 of 1BJ6 foot,' tronce run N eg'5Z Jg W for a dIstance of 348E6 foot; tt'<<lce run N 0007'2). E for () dIstance of 22.0.32 feet to too Sooth Frl(jht-of- Way 1/116 or State Rood No.434 as descrIbed In Off/clol Records Book Z/47. Page 496 of sold Public Records; thJnce run N eY"4Q07' W along sold South RIOt/-of- Way Ilna for a dIstance of 94451 foot; ttooce run 5 ()(J'10'5J" W for 0 dIstance or 51JO feel; tmnce run N a9'"4gar W along saId South RI9ht-of-Way /fne fur a dIs- tance of 250.00 foot; tfence run SYXJ 10'53- W for a dIstance of 15.00 foot; toonCfJ run N"89 49'01" W alom; sold South f?/qhl-of-Way line for a dIstance of 131.00 foof more or less to tlxJ centerlIne or flaIl ell Creek; thence run Soutmr/y afong IhJ centerlIne of f{W1e/1 Crook for a dlstonce of 820 foot more or less to a poInt In sold center-Ifna of f{W1e11 Crook Iyln(j N 8g52~ 39' 'II a dIstance of 1315.59 foot more or less from the POINT OF BEGINNING; tronce run S 89"S2J 39" E for a dIstance of 1315.59 feet more or less to too POINT OF BEGINNING. Commence at tfxJ Norttoost corner of SectIon 8. TWlnshlp 21 South, Range 3/ East, SemInole County. FlorIda, ft€nce run S oa 2",r55. E along tro East Ifno of tm Nort~st '4 of sold Sect/on 8 for a dIstance of 205.56 foot to tro Nortrorly Rlr;tI-of-Way line of tw Lake Chorm Branch of tte Seoboord Coost Una RaIlroad (fO<Y R19ht- of-Wa/); tronce run N 54"34'57' W along sold Nortterly RI(jht-of- Way lIne for 0 dIstance of 293J4 foot to 0 [XJlnt on a curve concove Southfiesterly havlnr] a radIus of 1959J9 foot and a chord beorlnq of N 6656'09' W; tfence run Norftwester/y afonr] fro arc of sold curve and sold Nortoorly RIOht-of-Way line throur]h a central angle of 24'44'ICI for a dIstance of 845B3 foot to too poInt of tan<)ene,y: tmnce run N 79"18~/4' W along sold Nortrorly RI(jht-of-Wa/ lIne for a dIstance of 691.26 feet to too poInt of curvature of 0 curve concave Soutlwesterly IxNln(j a radIus of 2612.09 foot; tronca run Nortlwasterly alonq too arc of safd curve and saId Northerly RI(jht-of-Way lIne throu(jh u central an(jle of 1(10' 3ff for a dIstance of 536.92 feet to the poInt of tan(j8f1GY; tronce run S 8855'0a- W alon(j sold NorthJrly RI(jht-of- Way line for a dIstance of Il8JI foot to too Westerly Rf(jht-of- WU'/ lIne of Vlstavdlla Drive; tfence run N la23r/g E alon(j sold Westerly RI(jht-of -Way lIne for 0 dIstance of 16.23 foot to too poInt of curvature of a curve concave Southeasterly IxNln(j a radIus of 540.00 root; tmnce run Nort~~ster/y alonq tro arc of SETBACKS FRONT SIDE REAR STREET SIDE 2.0' 5' 2.0' 2.0' NarES: I. INGRESS/EGRESS RIGI-rTS TO STATE ROAD 434 FOR LarS 1-12. & 73 SHALL BE DEDICATED TO THE CITY OF WINTER SPRINGS. 2. TWO TREES WILL BE PLANTED ON EACH Lar (FOR DETAILS SEE LANDSCAPE PLANS). ~ ~ CJ ~ ~ ~ LEGEND DESCRIPTION SlWrrARY SEWER SYSTEU STORM SEWER SYSTEM WATER SYSTEM FIRE HfDRANT CONTOUR SOILS DNIDE SOILS TYPE DRNNN1E STRUCTURE SANff ARt STRUCTURE EXISTING PROPOSED e ~ ... -t ---()--- ==~-=--= I I - - --(:>4-- - - _ _ _-<2: _ _. ~ v) (J) Q ~ <I) :) > f} > (j -------, ----- @ ContaInIng 18.814 acres more or less and belnr] subject to ar,/ rl9l1t-of-way restrIc- tions and easements of record. I>> 54 (J) lI) 6) 't. ~ ~ (J) "- (J) , l\J <:> :K:BVJ!:IO N tl DESCRIPTION o T'f 00 COUNTY BoWYER-SINGLETON &< Ass 0; C IT ATE S~ li N C ((J) R P 0 JR ATE D OVERALL SITE PLAN SUB MITT N.. DATE WINTER SPRINGS FLORIDA DATE BY DESCRiPTION DATE BY DATE BY DESCRIPT:ON WJJ.D. .L'L#/J_~ If ~'<1/ ~C~ 1- '?/'1 It; FIWL APPRO\( Ii. 2 -19-97 OMS NJD TWO LOTS MoJO RENU~8ER 1- 24-97 AS-BVlt T rNO'NEE'UNO · "LANN'NG . 8UftVE'IINQ . ENVIRONMENTAL 520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801 407-843-5120 . FAX 407-649-8664 810 SE T TUSCAWILLA TRACT 15 - PARCEL 3 OMS REVISED AS PER THE CITY OF WINTER SPRINGS - , 4/ , " /1' PUD UNPLATTED '\.y /1" ~~ (][) DRAWN NY DESlGNED DI.fS Cr1ECl<ED MfJ SCAlE \"-60' PROJECT NO. TUS2 FILE NMlE TUS2COS.OOl S}1H. T .3 OF \5 ~::EB 1. B '1~j9-' C-I UNPLATTED STATE ROAD 434 - - - - -- -- -_. - --- -- -- - - - - - - - - --- -- - --. --- -- .- - -- .--- --- -- -- - - - - -- - - - -- --- -- -- '- -- -- --- -- - - - - -- .- - - - --- --- - -- - - - -- - - - - - - - - - -- .- -- - -- - -- - - - - -- -- - - -- --. - -- -- .---- - -- - - - - - - - -- - - -- - -- ---- -- - - -- -- --- -- - - - - - -- - - - -- --- -- .- -- --- -- -- - - - - - - - - -- - ._- .-- -- - - - - - - - - - = .~ {) " '~IJ .) .~, I _ __ ~?~ ~\~~~~ ~ ~_~_~ ~_-=- ~ ~_-=__~_~_~ -- - -- -..- --- -- -- -- - - - - - - - ___ __ J \ '\.- \ '~'- \ """- --- .:., J.- _ _ ___ _ _ _ _ _. _ _ ___ _ _ _ _ __ __ _ _ _ __ __ __ _ _ _ ___ '_ _ ___ __ _ _ _ _ _ _ _ _ ___ __ _._ _____ __ _ _ _ I LANDSCAPE/WALL/SIGNME & UTILfTY EASEMENT i" _ vC --- --- -- -- -- -- -- - - - -- - - -- -- -- --- -- -- -- --- -- -. - - - - - - - - .- -- ---- -- -..- -- - -- -~ - - - - -- - - -- --- -- -- -- -- -- -- - - -p=: - --:::::'::::--...t>~ \~y.. ... -- - -- - - -- \ - - - - - -\-- - - - -,~ -- - - - - - -- - -- - - -: . - - ~_. ---~ :_-~~ ::: :- ~::: ~-~ ::: ~~::: :_--:: ::: :_:-~ ::: ~-_:::: -~-~ ::: -~--_:.: ~ ~-= ~~:~. - -'; - -, - - -- - - - -- -\ -- - -- - ~-- - --;t:,., - ~v' -" f/- -1-/- ---- / I ~ LANDSCAPE/WALL/ / / ", .. , I I \ ~ \ I / / / I " ,,/ ~/ / ~ _,jJ SIGNAGE EASEMENf", I "1~O:Jk I \ ' 0.( / I I / , / /0' WALL E~EME""- , v _ _ \ ~~~ = === = c= = = = \~ - -- ~\,_. =,j:/~~~~::;~~~~;2~'=~ = ~--/~ ~ ~ ~ --~~: ~ / / " x~ - ~~ -__~-=~_~=~ --c~~~~~z:~ ~~--~:='~~~~ ,- ~ ~ = ~!'= c= =- \ ' .~, I'l.; I 4 ,~,:~rt" ~ ~ -:- -7 - Jol I rr,~\\ ~ "1' I , '\.l' ~,~;. " t:i ~ ,> ~ ~ ,/ / v ~" r, )\'r'Jt'7~J.., 'l~'.,~-,A;'i I I ~ \ Lfff~r:J r ,'{ 'J<lJOh'"S '\. '.,~' ' / ~ _ _ _ _'~~_ - .. - - - - ~~.. 1"11 I (iY (\ I ',. 'f, ~ r":~.,l i / DI6 / _ _ .. .. .. - .. .. '5.5 __ ... --, ~ / ~ ~ - ~ : II r I lNG' ~ /- 'j,' ., 7 ;;'< U! '1' ~< . _ .. .. ~ .. - - , /' T d '\ : II II I,' ~, ,. I .' ~ ,. '()<: I ", , } / ~ ~ '5-., - '1:tJ \ ;'1/1 I I, I / \ \1 ' oJ ze:J. / c:: ,fill I / I ,,' / 1,/:;' -'''J::,'. ","U / / '" / ~ n 1/ I I"" ?,~ . \74.' ~(' '/'1 ~ / I I ./ /' ~ <.. " I I I I, .' '; ~,1J()(J'9 < ':~;<.' / ... ,/ /' I 1/ t ,I J 'I. _'''''''~f ~ti"".j / / /, ,)_ _ I ~ (, t 't;'} ~ 1 ~~ -: ? 1 / I / _ '"" /,1 I: I (-6.7 ' <:: .,'f..' ' .j", 0 !:> '{'.:' ~ I I / I ~ / ~ lJ/. r' c.. ~ ___ I I I I I J ,v O<;tit' ... .;' ,.;, ~ I,.!)'" / (/ '" , v '< ,/ II ' I (I {If / /' /'r -- -- --- /11 I I 1/'1 (IT}) Y I :4 <' > +,','.: t ~ / L __ - -- -- I I I \,;. /, .,. - "';", / _ .. _ _ _ _ ,{" _ _ _ .. .. ~ I -- II I : I ,J '~' \ ,t\'. ' ::;~~~ "'.;:} {v:,: C / il.... .#\ . ./'- --- /1 ( : " ~r ",j'O:;{fS'" .'C /-"1 " r./.)r 5/ ,/ I I I I / -'.. ~~--i ,~^ I W(' /' / , , __ - -- -- II I : I Jj / t. ", ~ ~,~ ~.\ 1 _' \ -' - U- I 0 I .:; I :' I .(1f. 1\ /,', ,-f} .' ' - _: ," /,,:(r~\ I" -( iN1/lm1lillN / .. -' ' 1(11 ~ \ __~ I ,'I 1Jd..u I I.. I. tj{j)_ ~ , t> _ ... -' -' I \ , 100 YEAR _~_--X--- I / ~X 1115.71 I I' ",. .'n. ,-: ~ "?: ~ (I /./~. ;:';"~'fie: ,:., ~ < /' 1 ~.,', \ >t:.ttxJD'--E-JS.E'f7ATION 1 I I;' // ,-' I N' , '\:, '~. . - >.' . / )'/ ! /8:' . ~ ,.~t.' \ L 16.70 ~/-;1r,' " J ,',' " .'\::~:,,~;:t .1 '8 ":' . l, ~ rr~''i'~! I.: -" '/'1' \ SILT FENCE :/; 7~/ / ,'~r ;. I /,88::-: .,' '~~'. ': ,">.'y'" ~ :. ~ / DI!J ~ ,:- - '-:\~/~' ,/_ -:.'.:..... " \ I ( /..1 t' (':i~ .... ,~;. 2, J> / ~,-,..,...., T r-:-....... ___ - - , SEE OET AI L / I I ) t 411 ,. I 'I { / 7i~ ~ ~ y 1,:' i ~ Lt', ~~L" :" " ,':; 1JI. ~ (hJ> ... -- - - \ EET II "l,1 I I ~ I I ( ... ~ ''1~'~JJo/)'' ,t',>;, (A~ ,,':~7.\".. _'(~_'~5_.... ..____..~ \ SH : '(::~, ,'I' ;).)~'-', \\'~ f. ~i AG.,' ",8 ",' :',' '!, ./" - - i4i \ f I '>, " " . .I, . ~ ~" .'.hl .~~ " .~' / I I, I I " I '.,.;; " .':.i', "'''"),,,,:l~~J''~ v ',~, ~,' .-t'\ \ I I J - I " _~ 1 . v ." -r- , I I ..... ~ ., " ~'~ ,(~, ,,~\'V / \ I I , I'" \ I I 'J ''l I ' ", ~ ..-- \ j I I J I I I 1,' \ I, : r;: " ' '~\ I 222 u.... . - '. /' { { I (,' I I I" >0 " : ~ ~, :) " I -----r-.. I V \ ~~ I I I' \ \ I ,1', · I ,.,; <, >7tJ ~'tri~" HiOAay ." .. r)/ ~ _~: "i \ \ \ \ I' \ \ \ '" I '\ I \ ;:. ' ~~.<~ ~\ ..,It ~~ ),~ ,y\." .~ ~ f ' I \ \' \ \ \ \ \ ", r.t:,.LA,"=(.:I4.~.,f'" ' 1 }.J ("d <; r v ~ !\ "" l~~ ..... \ \, \ , ,\ .' ,',d,' .',"'~r !';~~;l"\' ~ ~'01 . \... /.',., IJloJoY( .. .' I ' , .'<, '^ < " -'JI'. \ /' '\ \, \ \ \ \ \ '- 'q( 'L;';" < rl.l- ..^,'( ,"./t'J. "'8' "/1, ,'" ' ~, , I '\.."l _ I \ \ \ , , ? - ., 5l ' no' ,'f.', ',\.'\ \0 Ir..' I \ \ \ \ ...' \ _ ) r'" \,~, ,~, "", ' ~ j..r? _ . " , \'" '-:- .~- 'II' ( I.;t v5o.i~ t . t....- s:: . , , \ ., \ \, ,," - - _: - _err_ ~_ -.~. /1io " ~,:/ '\::; ~ ;;..~ , 'f (,. ,,* '\ \ ' \ '" '.: " - ....~' ~ _. -- -. ~ '. '. -jll "\..' .~' l' d < \ '1if.1 .~ <, : I ""'" \ I~}~ j-~" - .. ___ - - _'" .,.', ,~.~ '1,""",,'1~;,.,\(o., ., . .' .... ............... - - - ... I ~ 'it I _'l:JlK';~~ ,;~ ^~m< ? ~~ ~'q~' , I I - ~ ......... \ '- _ ~ I ~ -. ~ ,~~ If{ . ';, "', \;', ,\, '.;1< \ \ ~'\ ....." ~ -.... -.. '~, \ '> J~<'~ ." .; ~,"~+/!,+~' I I , " \ - .... " '--, -- ~ ,\, l~: ;.:'UQ a ,< ~t {k",'- . I _~ \ ,,~ _ .. - .. _ _ _ ~'" \' ~,)" '\ , / to I V' ,a" ~ - .T'\-..... -- ", <!u'~, ,',..... \ . , , ,.... -- '- - - -, l. - - '<: - ~ \ \ ~ ~~ _ '~P":ll>"" v". '" ...... '.f) \, \ t, ,>+'" , { <~ in ., I ..... _ _ I t - - - ~ - .... ,- .~ \: .. ,~ ',_ v ,i. , " - 1\ - - - " NO ... \",\'" \ ,t.'~~' ~< t 1 ), ~ h' · ,\" \ --i~;;.f~; >, , , .... ,,~,; . ~~--..., " I Y',,, ' ., , \ \ ~ \~ \~ ,~" 1I(j(), '" ::/,:\J , " \\ ;'J1> <. ,,;;,,,. ~ , '\~ ~- , "J~ ,,~ ~,,' \ \ (/'/ ~"~~~~ , I I" I, \ I I \ \' ", , I I~ I, 1 I 'PJ; JI I 1. rod" ~'1 "'" _ lJI j9 Ilf)' /' \ ~~:i ~~ ' '~iLi"v':;J '- IfI!:.l <.J II .. ;',.d y....~ , I,~, "i:,'ll~ ~ I, ~ I 1 I I Y , ',,< f)<\ I}. rr I ,: I" Ilf.\I'tt-, (,~J I ~ Lr ;~ '> 66 ,.:,">J I I, I, ' ,/':."'-Ar~"\'{\i I I,' I I · \. I.J I ' , I flllll 'I I~/IIIII I I I I I I I~" ~\~ ZiJJ ~ -.;f. " ,".I !.~.L -- = -;::- == ~ , -------_._------------------~---------------~----------------- , , , , I - - -- - - -- _ _,4 _ _ _ _ _ _ _ __ _ _ _ _ _ ___. _ ___ _ _ _ _ _ _ _ _ _ _ _ _ _._ _ __ _ __ ... __ _ _ . , I I - - ~ - - -- - -- - - - - - - - -- - -- - --- - --- - -- - -- - - - -- - - - - - - - -- - - - - - - == == ..=-..:: ::::: =::: --= \ :::: ::::::::.: -:- -- = = = =-= = =:: -=: -= _:::: =:: .::: := =:: ::::~ 5' WALL EASEUENT t , - - - - .- - - -- - . -- - --- - -- --- --- - -- - -::::r:=. _ _ _ _ _ _ _ __ __ __ -0 _ _ _ _ __ _ _ __ _ __ _ __0 __ ___ __ _ _ _~ _ _ _ _ _ --- - --- - -- -~ -- --- -- - -- - - - - - - -- .-- -::.::: = =~ = ~X--------- -~ PUD THE RESERVE AT TUSKAWILLA P.8. 48. PGS. 31-40 \ , i> () .p 1lIlIlIII~1IIMlIII1IIlIIIIl' tLDJ I I I .- , , ----- 55 ~. ~'\ ... --DB j JI~1~ -( ..... .~.,..,> . ~\~:~)1 : ,~<~ . <~J, ~', "z'f '-:':~~~;^" C\ :. i .... ~~~ ;,;~l,~~:~~; ~'/~ I ' ""/d'" ~ ~ ~ : "t.,J!'?',;f~ '.% , 'A''..~~': '" 1 ,~ fJ - -; '- <, of \~ ~ ~ ~ " " \ ! i I,: /.69 Ao.. , \ '5 ~ I ",. -JI(J' J, 2ZE /' J .J ZLJL .. ' ~ 4 j ') ."'~' -), /': ,"f__:/'/ ,,-" ~ ~ ~~ ~ ,. ~ ' ::... J-, ~ 4: ~..... ,A.~/7'? "-:-"'~1" ~.1;~':<t,'r ,'~t !~;f2::~u "0,) '. ^ 1 ,"" ~,'" ~ ~'t80,J~' ! ;' l '(}.I A';':, ^i i . '8 ',< . ,~ ~ : " 8 ;":',., ., :~l 'I ~..:.r: - '~~.... ,~.; ;,,<, J ~ ...,...' \ ;)il,?~_:; , >~~j .~t. ~f.j:j tV;~< t)~,~~ ii~~,~i ~':',6. t t..... ..f~vJj ~.t'//l <' -, '" /' ~ ~p :;\.4:" +;' d ,- ~ <' \' :.';'/ ~~~,~ t" -' I PI) . ~'\'tl rc j,'f 'f L X.,.:,"M\^,~\ 0 ~ , ~ .::t~!;:;i~ _ ' ~~, ~. -;...-- .. .--- \ / / \ , 'I (t ~ ,l-~18":" ,'. ",,8., ,; i "~J ..~~~;, ~~t~~\~J t, "~~" " ~;~j1,~~:};;~ d ; ~,,,,' tf'\.l,.:-;:,,,,-ii I ~ ?:_..:..~ _u_u ----- t~i?:k:t~~~ .;' ,,is lNt 'w,~.,,',~ , . '.. -'.tJ?au. ,:.--~- \ \ \ ~IlJl/lHlliUlllilllllJIHlIIllllllUIJUIIIHlI1ll...~IlIliilIiwI.lDliIIII1MI 1llIl~~UHlIlllIl f> I .. -- {I(J <bot ~ i Nl;.e~,.~ J~l.J; i~;;,~~.~~. ~; };'l;;l.r<,~f~~, '; " :tJ . ^,., . f ;!.j;'il '.,:'t'V'" (;: :~' l-:i&::C',f/' '/' 1 I ~i~\;'[1C~~tfr: d. '., I, ~ ~ d, ~~~ '>), F*~'I.~ I -. STREAMVIEW WAY ~~&- - - -- - - - .. --"_ II'1'Nf" ()J6 t>>A . --- -----. --~~_. ---.- \ ......_~_. ------ / If:' rw<,. I .... .... ......l<~.~ ," ,.,J " ( ',', ~.J';': r;:':~<'{fq,( l:>.~;..,'~'~:::,<'~~~v,' ~'V:7;i':".<\"i'.~~J~' ~~(\>,,<r - (:+,- ~t"~'. 4I..~,Ot. ~':' '. ,,/l, <',,, I;"", ,"~"s\>.';'t", ''''''><i'."t~,vw._, v'Yl>.t-i$,f.... 1,,*, ~~~.'" ~'''1 ,l <",. ,'" .' (, "..~. 'T' ";;,, .. '~l'" '~~itt" 11i : t~<.2 ,t(:~ ~.,:~ ' - \. -" {>i~ ,"j :,~}:i ~}~~J f;<.:l i~};~'~.i\:~ ,^ y<~<: ~~ ~.;.: ~~.: :. ;~,~.~,~;~~~' ~." 02 'l ': J ,,)"~.~., tt '! K, ~~'. -> l~~, t .;c '...;.{\ ,~t :,t-:i>.'f \iI ",', ::~::. ,\:'l."~ A '1\ "'~ i:>l~~ - <..: A"~ ; '.:.rQV::~'l'\ 'It f.~~ ~ 5~'''i.t:~.!~'. frJ/t'~ff/!I;l <t't'?-tt: ~1 !.): .'. &:1,,- ".';,. ~:.' ,'s, ' 'A'" t I,J 1 [, .. ,M','" ",-'\. 'J - ~~nf1it^,/, ~~, ,,;0" ~} , V'. , "~ "~'f ..v,,' ''',' '.' I~~'l*,_' :v~"o~ .~'fl-~"'.:~~~ ';~~~,~~ .1,~~,:t"~fi":Z:} ~'" ~ ~I" " ~'<';';"'~'$'$<;'~. J;'<;'\.?i :.., "'.(i/~i~'.,il;~0r/.-~,~1 r:,:.f'" ". ~~ ~U,t"!),."1';/.~.' (",j,:af.,,\:,'f,-! q':\~>;<<,,~,i~ €'& ~;..',,' /1" f",s.~1;;~~,(~il,\~. *~-:'ti~J\"~ ~~",:"~i,J'.'.A' ''''X<''\t, t', ~$~)>\~~~~ ;;*-'N~\'y':t'ill~ , l:~i'~\,~~~!X~11...:i Dif~a.~I.{( "'1~.J"~ ," mv.", ~y-' - - - -',-.- '........ ( o I .l~~%{~$ ~5:;:' ~~~ .<J:~"i: -> ~~~Z.,;~;.> ~~ ~ E,,~\ ,I" :l"~ }'tt:::":'" ~~"*....,, .$l , ~~l '" ~' . , . < ~ 1ffi~rt ~\l~~t; ~t~} \}~~t.ti~, .~, >'<' ----- --- ~ , , I \ , \ , \ \ \ \ \ jjf;~';<i}i~ 1 ,.1': (. -, ; ~'" <ZJ :i ," tV' ,:~<f'~ ~. '"~ 64. 4>" $ :' '(, ~ ~ * ',u,>~ ~~ ;;" l::i'''' i~} ~,t i~ i l' ",~.;\ ~. , " ':t :!:~:~,~::~f~'~ ~ ~.;~ ~~.>:A~ l..:::$ ~/} ~ , . '" -, .' .~ C'X" '(,. ~ -' ' ;. <<,: ')'- "~'i'~; ~~.',.'~~-l! ~;}{, ,,~:,;'~,;;~ "'J.~~ ", ,';!'t ~ "~ -i .~ ox' ~ ..~,.,." .....-<l!' [;1U 'tJI I,' ;f'"A'("\< , ii" to .c- ~ ",,, ~" It' # (~. ftt~~{:;.J ,,~ ) II i ~--.,.--, I \ ' \ \ ( V ,':.. ---:QI r- -- - -- -- - -- - ~ , \ "c:''Y'1 ~. Ill' ~ \..l'. ~ ~ ~ JI.I OJ* , \ I - - - - - \ .>>( 0 \' I v " ~I ,: ", " " I , , - - - -f- -- -- I --~1. - .-- --- ~-- =-,- r-'-- --- ~- - -Y- - - .. - - - -, " I I I I I I I I , \ ... ~---::: -- -- - \ \ , , \ , \ \ \ \ \ __-1-____ I I I ~ ..... ...... ~ .A:) ~ j Q - ):lli)':,t; ~ !/];"'V'$<'\><" i1 ~ '11 X~YJ X~~~1~;.:' 1'-_ I .. 'o}::''<- ~< ..."~ :lo(-~~ (l ..... ~ -. f Ii //'''' '~ff":);'~ J-_ Ii -- ,- t If- V ~f~" " . ~~ ~ 1__ I! Q '_'1'. -:::-~[ 'I /. ~ ~ .' < ',I .. , IJ '\ i, t,,'" ~~.(.. .... CONTOUR 88-------~~__ __- TYPICAL REAR Lar GRADING ALONG BICK TO BACK -A- GRADED LarS LEGEND DESCRIPTION STORM SEWER SYSTEU , , t t MOD B , , TREE TO BE SAVED t A B t SOILS DN/DE ~ ~ C) ~ ~ ~ , lDT GRADING TYPE A SOILS TYPE t ---...--. _R-;;~:E7- DRAlNNlE STRUCTURE ---.---- SPOT ELEVATION ~ . ~,<~)~\ 7. ~~:::\~',~ . ::l<J ,~~\ *f" ~ ;;\::- \ ; I ~ "V>^:~"~' __, , ~;! f/ <>' , I ... ",': ~..' ~~ ' ~ ~ 'I i~{}~~;\:I:V",' ; -- ,'j- .~ ...* ~'~~)/'i~~::}~{ i 11 I ,."" 't~'~'\ {-- ,__ (~~.('> ~ , " ":'('~::~,$':,~~,.. Lor NUMBER LOT GRAlJING TYPE OF LOT GRADING 47 A / TYPE OF GRNJING - ~ .t t ~ ., ~ , I ( f ,/;~:' ilJ '}~~ :/~ ': *' ' ,,' ~ J ~, ,<e;\; '~, '" i.... , ~1 '~>', \. .,' to. .~r ~ J I~ \ /....;, ~ , , ~ I " .... --1- _J ~- --l- - LOT NUMBER ~ DIRECTION OF SURFACE FLON g. I./) ~ (J) 5 ft > (j t . - ..'" ~,~," ~ ' FINISH FLOOR ELEV. FIN/SHED FLOOR EL R/W UNE~ _______ DRAlNNlE DNIDE DRAlNNlE AREA lDT GRADING TYPE MOD.B lDT GRADING TYPE B TYPICIV.. LUr LAYOUT DIRECTION OF SURF ~E FLON 2 ti) ~ ct> ~ ~ "- 0) , (\J o !i 3Vll~10 M ~ OESCRIP nON cn'( OR COONTY SUB~ITT Ai.. DATE BY DESCRIPTlON DATE BY DATE BY DESCRIP LON W./J.D. 02 -19-97 OMS NJD TWO LOTS AND REGRADE Ft Wi.. APPROVAl 02 -07 -97 OMS REVISED AS PER THE CITY OF WINTER SPRINGS 810 SE T 1-27-97 OMS REVISED AS PER THE CITY OF WINTER SPRINGS AS - E3'Jl T '83 M. ----- ~ IHIHI/WMUlIllllllltlli'l -... -- ~. ~~:~~ ~:~:', ~f~ '~~.;J :(,~;~ :; ,',:S. /la' . >::: >~ ' A'1~ '. 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"'-- ---'-- ~ - "- -- -- , -- - - ,- - - -- ,:p\ ~ l~:"),f,~'~~ ' ~ ' (:"" . ,:., "l l;,.. , , o' ~~ 1 " , tjlf ~, r ,," / .:I ." p ~..." \ .5 Q8 PUD UNPLATTED NOTE: I. ALL LOT UNE SLOPES ARE 11/2X UNLESS arHERNISE SHOUN. 2. A STEM WALL OR RETAINING WALL MUST BE SUBUITTED TO THE BUILDING OFFICIAL PRIOR TO THE BUILDING PERUrr SUBMITTAL FOR LOTS 66-75. LaT NUMBER LOr 67 LOr 68 LOr 69 LOr 70 LOr 7/ LOr 72 LOr 73 LOr 7~ :.or 75 ELX El.IB El.15D EL /~.5 EL."A El."A El./6.5 ELI6J El."O El." -:1-4 ~~ ~ NOrE,SWN.ES FOR lQrS 61 -75 SHAlL BE CONsrRUCrED CONCURRENTLY WffH HOllE CONSTRUCTION TO MINIMIZE IIIPN:T TO EXISTING SLOPES NlD VEGCr AT/ON. N.L UNGRASSED MEAS TO BE SODDED FOUDNING REGRNJlNG. TYPICAL REAR YARD SWALE UllllIlllllllUlt 11111tl'1l1Jl11111l1J1I1U -~- JBoWYER-SJINGLETON & ASSOCliATE~ KNCORPORATED I!NOINI!I!"INO · ,tANHINO . .UPlVEYINO . I!NVIRONMI!NTAL 520 SOUTH MAGNOLIA AVENUE : ORLANDO. FLORIDA 32801 407-843-5120 . FAX 407-649-8664 ./.' -....- ~/(~ ~ WINTER SPRINGS ----- GRADING PLAN TUSCAWILLA TRACT 15 - PARCEL :5 ELY ELI675 El./-475 EL.I:J.25 EL.I6J5 EL 16J5 El.1525 EL.15D5 EL.1575 EL.I6.aJ FLORIDA ELZ EL.I8..5 El.I9D ELI5.9 EL.18J EL.IBD EL."8 El.".2 El." .2 EL.".5 DRAWN NIIA DESIGNED DliS C1iECl<ED I.€J SC~E '''.60' PROJECT NO. 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()) ~ , (\j o il3V~:l:ION~ DESCRIPTION DATE BY DESCRIPTION DESCRIPTION BY DATE BY 'If) 02-07-97 OMS REVISED AS PER THE CITY OF WINTER SPRINGS 1-24-97 OMS REVISED AS PER THE CITY OF WINTER SPRINGS DIO sr A./~2J.47-15.5'LT TYPE P4 INLET DB sr A 15.21.48-/5S'LT TYPE PI INLET ~ 78' "'"' 8' PVC II OSOX J ~ WU; /-__1 L" ,) }-39'-/SW RCP D OJ2/! I 58 : B'TEE I 3-a- GATE VALVE,S P J. EQUATION STAI(X)().oo-urrLE CREEK LANE- STA/2.4()()2J-..cREEK RUN WAY S3 srAI(;/5.48-C/L srD.SAN.UH. /, 2.J' , I ,.- / I / I I 2. # \0 , , 2D 19 13 STAI2.+06E6-C/L STD.SAN.IJH. D9 STA/Z.16E6-15.5'RT TYPE P4 INLET TOP EL. 21.98 INV.EL/6.B8 Uf sr A /5~/6E6-155'RT TYPE PI INLET TOP EL23.23 INV.EU8J3 l____ - - -- SINGLE SEfNlCE I .-< ti ~ ~ li ~ - - -- - - - ~ DQ)8LE SEfNlCE NOTE:CONTRICTOR SUALL REFER TO THIS DETAIL FOR LOCATION iWD CONSTRUCTION OF REUSE WATERAlNN SERVICES. RECLAIMED WATER SERVICE DETAIL ~ ~ CREEK RUN WAY LITTLE CREEK LANE ~~ ~ ~ ~ ~~ l\1 ~ ~ ~ ~ j~ ~~ ~ ~ 0 ~~ ~~ ~ ~lt ltJ~ ........ < ~~ ~~ ~~ i( ~~ tJ:r~ 't ::t: 6 ~ 100' V . ~~ ~~ ~ .~~ ~ ~~ iJ fw) ~ 30 ~ S3 TOP EL2254 D9 TOP '- 21.98 010 OP EL21.98 D GRAlJE S2 TOP ------ -o~4I-.. . 30' RCP ESTill TED SEAS NAL HIGH IEr RCP 8' PIC L · EL. /4.66 / I I I I SUBMlTT At DATE WINTER SPRINGS QTY OR COUNT V Bo'WYER~]lNGLETON & Ass 0 C IT ATE 89 li N COR PO lR ATE llJ) TUSCAWILLA TRICT 15 - PARCEL 3 'N.IJ.D. CREEK RUN WAY & LITTLE CREEK LANE f'1~ APPROVAl ,---, 810 Sf T INQINII"'NCI . PLANNINCI . 8UftVIYINCI . INYlftONMINTAL 520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA .32801 407-843-5120 . FAX 407-649-8664 AS- ~LT 30 ~ 25 20 /5 ~ h ~ /0 FLORIDA DRAWN AJIJ DESIGl'-lED DIJS ChECl<ED MfJ SCf.t.E HOOZ '''-50' VERT \"-5' PROJ[CT NO. TUS2 FILE NMfE TVS2CPP.OO1 SHEET 8 ~ 1t5 ~;:EB 1 ~ 199J I/O'-e UNDERDRNN /2 51 STA/6*06~/L STD.SNI.UH. co. INV. El.. 2079 ~ ~~ ' ~~ 0'" h~ ~t} t5 , I FUTURE I'hJCRE ~ FIRE STATION SffE S4 ST A ff.04.lJI"'-C/L STD. SAN. MR. /3 2..5' 2SO'-e UNDERDRNN FIRE HYDRANT W/ GATE VALVE ASSY. 35 RE.CLAlMED '(iV CD W~ HE.ClflJ./c. AB-7 ItrRCP .-.",-. frWU~ ~UD q 5O'-/SW RCP II OJ2X PJ.EQUATION STAIg.Q4/J/...urrLE CREEK l.JWE- STA/(X)().oo-srREMlVIEW WAY- ST A 2J+78.~STREAAlVIEW WAY DIB STA/o.24.59-/59 RT TYPE PTr IrINlHOLE DIA ~ STA.If;:J81JO-15S'LT I ltJ TYPE PI INLET I ct -409'-8' PVC WATERUAlN / 38 ;<<J RECUJUED WU --- .. I I I I & i 200' - tr PIC D OJ)4~: C.o.IW.EL.2J.82 4'TEE ~4 4'GATE VALVE~ ~ 4' RNU " ~ ~ UD .." /I ole upvc- ~ r STA21.53.o3-159 RT TYPE PI INLET 36 :Y 2#-6' UNDERDRNN l___ . C.o.INV.EL.2.0E8 If PVC - - --- - - -- - - -- D ~ +4 8' TEE 2-lr GATE VN..VES 8'x4' REDUCER 4'GATE VALVE ST A 1/+92..92.-2.0.38' RT STD.SAN.UH. SINGLE SEfNfCE DCXJ8LE SEf?I!CE NOTE:CONTR/>CTOR SHALl... REFER TO THIS DETNL FOR LOCATION AND LYJNSTRUCTlON OF REUSE WATER;JA/N SEFNfCES. RECLAiMED WATER SERVICE DETAIL 24.65 D GRADE- 30 30 . GROUND 30 S5 56 ~ TOP EL. TOP E 24.85 l> 25 25 -()J()X- - - 25 25 "'i --- --- --- ---- ---- ~ ~u. ~~ . c:: IS- RCP 20 20 20 ~UD 20 :c ..... n, 11 "- " l- II ~ L. /8.29 ~ ~ ~ /5 c: /5 /5 IW. i.. ".49 ~ /5 Q ~ ........... <n ~ /0 10 /0 8 /0 ~ . C) - \) 0 ~ ~ ~ It ~~~ ~ ~ ~ S6 STA/g.Q4.f)1-C/L urrLE CREEK LANE- STA.I(x)()LJlrC/L STREMlVIEW WAY- STA.2J+78.4+C/L STREMlVIEW WAY STD.SNI.MH. ~ ~ ~ ~ V) a ~ CI) :) > ~ > G REA fEW WAY TTLE CRE K LA E ~ DATE ~ 0) ~ 0) ~ , t\J o BY DESCRIPTION DATE BY :it mV~:JJlO N" DESCRIPTION I I I I I SU8MlTT N.. DATE WINTER SPRINGS FLORIDA DRAWN AJ~ DATE BY DESCRIPTION o T'( OR BoWYER-8JIrNGLETON DESIGNED o~s COUNT'( UTTLE CREEK LANE & Cl-1E CI< ED l.€J W.U.o. & ASSOCITATES9 INCORPORATED STREAMVIEW WAY SC,b(E HORZ '''.50' "ERT '''.6' FiNAl APPRO" lit.. PRO';! C T NO. TUS2 2-19-97 OMS REV PER WINTER SPRINGS &. BIO Sf T INQINIININO . PLANNINO . 8UNVIYINO . INVtl'ONMINTAL .... --.....". TUSCAWILLA TRier 15 - PARCEL 3 FILE NAUE TUS2CPP .002 520 SOUTH MAGNOLIA AVENUE : ORLANDO. FLORIDA 32801 . dJrtc,7 1-24.-97 OMS REV PER WINTER SPRINGS AS-BUt. T 40-'-843-5120 . FAX 407-649-8664 St1[ ET -, OF ,~ FEU 1 \:J 1997 ?s ... ~ I... ~ ~ ~ c: ~ Q ~ ~ Q ~ ~ ~ 2- V) a () C\j <t) 5 f} ~ () - "':': ~ Q 0'1 ~ 0') " 0'1 , C\j o DATE ---J l____ RECLNI./ED 'N~l \, ," , 75 , I ' I I 510 73 / " 0 STAg.75.o<(;!J~, _ lor-.,.". ,,' STD. SAN. U.n. OJ ~. I_~ ~ 7/'- ErIVC G /.f)()X-,,~ ~~(AO 19 ~ ~ V""L'" - 76 82.'-2.~RCP OJ5X-A/ ~6'- I' ".,,./ DI2 72. ,~ IV ~.. /~ 50' ~, ,I: / '" -15' DRNNME ESUT. srAIf>13'05-4I.5()'RT-----~~ ~ ~ ,,-~ __R ~ f..t- _ _ 3(7 RCP TYPE P4 INLET / ,~ /. ',~ '~/ TOP EL21H ,., l'~' I ~ _'-_ IIN.EL/5.5/ eo -~~ 1 (,/. ___ DI3 511 7/ I'~ I {,,~ Tf srA./~/472.--40.93'LT ~ ' · I." I ~ 23 TYPE P4 INLET ~ STAI0*46J5-..c/L /",_1 .~ " ~~"P ~BLON-()FF VALVE STD. SM. U.H. J!J ":"" _ / <: ~ ct n~~ STA.21.7B.~STREAMV/EW WAY- lu DIA - IH liFT STATION D3 ~ PJ.EQUATION STAI9*04.oI-urrLE CREEK LANE- ~ \ /-: SEE SHEETS 9-10 STAI5+63.94-15S'LT LU STAI5-48.44-STREAMVIEW WAY- 02 STAI(x)().lXJ-STREAMVIEW WAY I- STAI(XJ8.lXJ-159LT , I TYPE P3 INLET (\.- STA/.,.73J6-CREEK RUN W~TEE STA./8.oz8't::5.--15.5LT ErNe t-... TYPE PllNlET ~ ~ - ":,~ 25 8'PlC (J ~2"'RCP i;"GATE VN..VE.. '" TYPE PliNLEr' r2.98'-6"UNDERDRNN B'UD- V:::J8'WIJ , ! ~'. 78 ,,' 79 d 80 l 81 82. II I'll ~ ~ I 25 -- - - 26 Zf '\ 2B' 29 0 z':. , 31 32. 33 34 1 ~.. / I 36 . ,-r 30 " 1'{[Jc.o.,NV.EL2J.70 \: I ~ ,", I 8'WIJ~ ~ .~~ 1.1,--"'/1W1J / [2~~2.<.-6'1 UNDEJ1DRNN ,/ / L3"-"8'RCP' 586'-4 QECLAJAlED wu.~ ~RNU-. ~ ~ , LC.o.INV.EL.2J73 ~ '. ~- I ',,' J4I' -". C FIJ \, ~ - , / ~<\j ~ ~ ,....;:- cm.lw. EL 1983 " I Z7 )'-2". Rf{P " OJ5X " ' II 02JX '- 400'-8 PIC II 0.4< 'X ClJ.IM~. EL 21SI \, / :' "; ". ". IMIJ ~,,'" \ ~b.---":--~~--_.._- ----..-.... ~Jl/!....~-".,'..-_.__I--.. I/. t'l. · - ..-i-L--__"~---- --~J.- ~--~~-..-..-~~--.-.... -.. ., - .--~!.:t----.-~'" ~-.-->t:t_---.--"r"_.- -._-t:~.-.--.~~. J.. I ~\ l-.~':::'" 6'UD I ~ "\' (,\(__.___1111" ..IV ~ --I ~ ~ · t ,,, r--r-, / 1 , , /~ t" I ~... J' Z4'" ,- .1.. ~ 2215J _ _ ~ ~ 1_ 6JJ'-4' PIC WATERIJNN -./ ~ l. ..." AB-5 ,~, Q QI ~ .-- ~~.w At -2 112Z.7; ~ 'z~ >- :S9'-I5~ RCP II OJ~IY. , . ) r\ i.. ~ ,.' z~ z ~j I ~ t, 1.-- ~ ,..;I''''. ~..~z~:~ / I'. '.5b .-- J4'-I5" RCP 101' - 8' PIC II O.40X-./ ./. _ '-P ~" Q 0'" .-- ' I2z.;~~. ''(''.z.G ~ ~~ \ ','" v ' , \.Z.'-"6' ".__ 'Z..J6 z....<j' . II' .__ II OJ2Z ~i"'r~ -0-- -, ~ -. -I'M... \ " : : 11'~ \ j \ ", .Il I." '" trPlC fja;' --"7' ~ 0"'- - -.~tH --1- -....{-r ~;~ - ~j,. __r_ - -.. - i' ~ ,.1---llIl~ ~,-: 1-' - - - -- f'" u_ r - --~ "'--- - - -- r. in,.. - t i' of. '" -~- - ~~~ ~--~ - --f" --- - --.... ,,-- - --~-F 101- -- ---~ "'" --- --~i~ +-----,. ~ t ---F \- -t~i'i-r-i\-'" -t~.r.! 6' UD 59 zs lJOZ- PIS II OAOX :: ' , :; :: 2JO'-8"'f"(C II'I~~X '\ \ -611'-8"' ,\C WATERIINN JOO'-f~jDERDR N\ WM STA/~72.-5UffT 64 " 6Y 62 __ ~ 'r03I 60 I I 59 ~ 58 5'r.o' 'Z4 56 I L 5~ /154 2; 53 ~ 52 51 50 ... '4927 48 41 46 45 STD.SAN.U.H. -r- r--7.5' Z6 8'TEE EJ -let _1---'.5 57 DII 3()()'-.I8'RCP 56 [JIIO 866'-4 RECLAIMED WU '7" 7.5'- I I I 58 8' GATE VALV Z+- - - I G O.2.5X 19 ~ .. ~ 7.5'---1 r-t- STAfl#78.44-C/L STAIB+532.:J-/59RT STA2J.78.44-C/L STAI(}#24.59-159 RT 105'- ".DIP FIJ ~ 2- STAI5-48.44-C/L Ifl'-8"DIP WATERIJNN-'r (() STD.SAN.IJH. TYPE PIINLET STD. SAN. IJ.H. TYPE PTT IJANHOLE 15' lfTlUTY Eslff.-..J STD. SAN. IIJ-I. \ ^ 15' lfT/UTY EsUT_~ _(4- ~261'-6' UNDERDRNN FIRE HYDRMT W/ r""-I~ RCP alJ,".~ 207'~ DHC WATERUNN I I ~ I ,- - - 25 GATE VALVE ASSY OJV." ". ~ , "" I I D3A CONNECT TO EXIST. ;. 157'--#' DIP RECLAJUED WU · n/,.. REA/OlE EXIST PWG & 8' WIJ WffH JUIJPER I T u"o# · I I STA/5#88.2J-/SS' ITT CONNECTOR - - I I ~REUOlE EXlsr.PWG & STA2J+S:JD3-15.5' RT CONNECT TO EXIST.'" FU1.. I TYPE PI INLET ~ -Y... CONN. TO EXIST.'" IMIJ TYPE PI INLET ^ _ I I TOP E~2:J.o5 I I --Z6 ~EXIST.4'DIP FU ---=~I---~/NV.EL.".58 EXIST.8'WAI --:;.= -:1:---- EXIST.4'RNU 6~ LTEM{~.JUMPER CONNECTION .. .' SEE DETN'-SH~~ET 14 , 74/ I , / / / / / / / / ~ - ( I....-- Lu ~ 70/ ... - I ~ Lu Q:: <J .. .~ . / u 4' TEE ~ '" / ~" ~ . , ~ \ 100'"'" 8' PIC II 0.40:< 512 , 2J 68 STAII~J8-C/L STD.SAN.UJ1. -.... J L..._ _ ~CtfljJED W/J - .. - tf P'-/C / (fHP'VC/ ------ FIRE HYDRMT W/ GATE. VALVE ASSY. 8' X ~ REDUCER SINGLE SERVICE fXtJ BlE SE r-N ICE NOTE:COIITRICTOR 511ALL REFER TO TlflS DETAIL FOR LOCATION MD CONSTRUCTION OF REUSE 'NATERrVNN SERVICES. RECLAiMED WATER SERVICE DET NL 30 25 20 /5 /0 ~ b...j..... '~4J ~~ l.. <<t J. ;~~ ~~8 ~~i\) :tn~ ~ ~ () e: ~A ~~ ~~ :; l:t ~ "h. ..J OV1 ~ ~~ tt~ 1..:. ~~~ ~l~ ~~ o,,~ \iJ:{< ~&ltll~ . . SJ~tl tu · ~~~ ~.~~ Cl)ra~ ~~t~~ ~.~~~ ~ ~JJJ<.\j ~ lil tn t; rj SIC TOP EL2J.D4 D/2. TOP EI-21D DI:1 512. I TOP l L2JJ6 l~op EL '155 I ~ ,C~, \ /TOP EL:~~__-~~ -- __ - 4()Jl JX EXIST.GROI.IND, PHtJn;SED GRADE\ \ 58 ' ~; rL22..:J5 j~; _EU~75 _ _ _ _ _ _ \ ~ _ _ _ _ _ 0-- ~p ~~~6 _ \ >- _ _ _ -- r--L~;: EL2JlJ5 --- / ESTIUATED SEASON~H/GH'~GRiDUNONATER~_ _----/--~----- -// -~__--:-- - I ~~-- I -' -- _ --- J. 5t: D2 TO"~ EL24.65 \ / / ~ _ _ _ z~ ~;~::J~ ~ ~ ~___ ~ ~___ _~ ~ ___ = ~~~~~L2474 _\ __ DIB TOP EL25/)2 DIA _ _ ~OP EL.2.4.93 25 - - -- - - - - - - - - .-- 30 \ 57 TO'" EL2J.45 \ - - - - - - -;r- ./,/ 4()JOX _1----'" ./, -- "'~ IS- ViS- ~;P RCP ..j'/ . - -- . ~u. ~01 . , I(J'-FfCP 20 \;; ~i::::::..r--...... IW. EL ooJ2 I \ \~~~~L. /B.48",INV. EL 2.l'}.f)1 / \ ~/W. EL 18S8 /5 \ .. Iw-rE&-!7 'fa INV. ~l.. /975 - --- - - IW RCP--- //6' UD '~ 7' / / ~'V '" J t:tl U!!.~~t-.~ -=. ' INV EL.1874 c-:::::-- ...- ~ '\. " '\. ""'" "tV. E~ 1579 '" INV. EL /BEl IIN. ~r~ (f .27 IIN. E.... 19.50 - - - - -I- --> - - ~ - - - - - - ~ -'- - - - - -- -~------ - - -- f---- o ~ --- ------- 2.~ RCP 8' PIC 8' PIC ~ - LL - ~ - -' lLW.ELI5,,39 f.2.4'L~~~ 1"'rI.ELl4.94 T<rJ.__i/ 8' t'V~ 8' PVC IW. EL IJJ." / \ IIN EL 12 8 IIN. E~ '2.43 ...- /NV. EL 11'98 / \ / IIN. EL.IS 74 8' PIIC 8' PVC /l\ / \/NV. ~L.I 'J:96 !\/w. E~ IO~~ \ IIN. ELl'"41 \IW. EL ..36 /0 It) I~ n~ 15 I~~ I~ I~ 15 /7 2.' ~~o ~2. 23 I~ BY DESCRIPTION :a :3Vl:J:IO M ~ DESCRIPTION D!JS SUBMITT AJ.. DATE DRAWN AJJ.f WINTER SPRINGS FLORIDA BoWYER-8INGLETON &. ASSOCrrATES~ liNCORPORATED DATE BY DATE BY DESCRIPTION QTY 00 COUNT'( DESlCNED CHECl<ED MfJ HORZ '''.50' VERT '''.~' TUS2 W.Y.D. 02-19-97 REV PER WINTER SPRINGS & REVISED AS PER THE CITY OF WINTER SPRINGS BID SE T TUSCAWIUA TRACT 15 - PARCEL 3 F u: NNJE TUS2CPP.OOJ srREAMVIEW WAY DMS SC~E JI ../iJ ~ l' ~ / '-'Yj cJ 11"1/1; 8 OF 1~ fl~ N>P ROV fl(. PROJECT 00. 02-0-'-97 OMS eNGINeeRING . PLANNING . IURVIYINQ . INVIRONMeNTAL 520 SOUTH MAGNOLIA AVENUE : ORLANDO. FLORIDA 32801 407-843-5120 . FAX 407-649-8664 1-24-97 OMS REVISED AS PER THE CITY OF' WINTER SPRINGS AS- BUILT Sl1H T lFEB 1 f} 1997 A L 8' c( ~~ ~ ~ ~ TYP. 1(7 TOP OF SKIUUER EL 21.94 TOP OF STRUCTURE ELI975 --- aarrou OF SKIUI.JER EL/925 /' aarrOJJ OF STRUCTURE ELI5lXJ ~ ~ \.... ~ ~ ~ c:: ~ Ci ~ ~ Q ~ ~ ~ ~ ~ Q B C\J (I) $ ~ () ~ DATE ~ Q) ~ 0\ ~ , l\J o BY [i--Zh' r- I I I I I I I I I , I l..__ t .1 - ORIFICE-SEE DITNL THIS SHEET 2.' -Ia 2.' -g 10' 10'-<7 ia 9'-<7 3'-J~. 3'-3~. I I I I I I I I I 2'-g L....a PLAN GROlff SECTION A-A DESCRIPTION 30.61' WNG )( 2D9' WIDE ~M. THICK DISAPPEARING GREEN FIBERGLASS SKIUUER BLADE r UOUNTING BRJ1CKET (TYPJ A / ro ~ ~ 't ~ \- 2~ RCP ~ STATE ROAD 434 D/8 N 119/18920 E 4510S2f50 TYPE PrT UN/HOLE TOP EL.181J5 INV.EI-IIBl -------------------------------T~~~~ , -~- -.:::::- ..... --- - ~)'-=-:- -:--- - -~\,- .... --, =-~- - - '-..:-..:. . . - _.'-_..:n...- . - .'.n_.'. . . .n:.._...... .~ = ...::::.~~.:. 1 :..:.l ,.=;~ - =-.:..it-==.=-=-\- 'J ' 'I ~_' , ..... I I _ _ _' II '.... 0 I I I --I " I ' , ("/Oak I I / / ., ~ - - " ..... - -I;; S\o,o."wJ I I /" _- I I =r. - - - - - - - -L - - - - - - - - - - - - - - - ::z-L: - - - =0 j... I -1 ;/ ------/~---- ~~~- ~~ ---~~====~= ~ I DU N 1/911532.0 E 462.47/30 TYPE P7T MANHOLE TOP EL23.80 INV.ELI3.82 18' RCP LITTLE CREEK LANE 32'-2~ RCP D2.0 N 1/8897080 E 4411 fJ99() urrERED END SECTION W/ CONe.SPlASH PAD IW.ELIOlJO ~ ( / ~I I aN "I N 11803.E830 E ~2S540 UfffRED END SECTION w/ ,CONe.SPLASH PAD l INV.'fL. ~~.oo . I I . I '-..L.J. I \ \ / / / / ~ , A, / I L.2i 74' 20 DISAPPEARING GREEN FIBERGLASS SKIMMER BLADE ~ Tl'-2~ RCP DI9 N 1/889.4650 E 4487 .9530 TYPE PTr UANHOLE TOP EL.".{)() INV.ELI/.32 \ \ -----...~ t I 3(7 RcP \ I ~ - - - - - -+- - - - - \ J D/6 N 1/868.B090 E 4679.3860 OUTFALL CONTROL STRUCTURE SEE DETNL THIS SIff. .. .. , / .. , \,' , , . 1 I ",- \ \ \ r \ " / / / / ,.- . ~ , P/~ 'fW(" 0 . \ . . " 1\trl" Oak q __--25 I 30' RCP . q ~ 23 ~ ~ ! 24 ~ . 24' RCP '"'-< TOP OF STRUCTURE EL.19.75 STREET lie' . / ~L;~r ~ & 76-L~~~t. '" ,''r --l~/Lf;77 ---J- 15' DRAlNNlE ESUT. 44'-30' RCP a OJ2X ,," 22.6 24' RCP 5,1 ~ ORIFICE-SEE DETAIL THIS SHEET NNL EL.US POND 10 5:1 " INV.EL EL 151XJ D/4 N 1"08.8220 E 4780J560 TYPE P1T MANHOLE TOP EL. 23JO INV.EL/4Tf (WJ INV.ELI4.lJ5 (EJ RETENTION POND 10 24 RCP G Q 2X D5 I ./ &81 & 82 25",1 D6 Nlrf0622.5O E 49302.460 UffERED END SECTION W/ CONC.SPLASH PAD INV.EL/4.DO 96'- &80 D/5 N IrfI8.D540 E 4823J800 IJffERED END SECTION W/ CONC.SPLASH PAD IIN. EI-14f)() 2~ RCP EU4S &78 &79 --- SECTION B-B OUTF ALL CONTROL STRUCTURE DI6 SCALE: /- - 50' DATE BY SCALE:'Iz. - /' RETENTION POND No.lO TOP EL22.6 BCffTOIrI EL55 DJ/.W. EI-US 10 YR./24 HR. D.H.W. EL2.0.42 25 YR./24 HR. D.HW. EL20.62 100 YR./24 HR. D.H!H.EL2J72 NarE: COORDINATES AS SHONN ARE TO THE ENDS OF IrIffERED END SECTIONS AS DETAILED IN FlXff RO~AY AND TRN=FIC DESIGN STANDARDS & THE CENTER OF UANHOLES AND OUTFALL CONTROL STRUCTURES. LOT POND 10 ... ... ~ TOP OF BANK EL22.6 SCREWED END CAPS (J' WIDE )t ~. THK. FIBERGUSS BRN:KET IZ, REallRED DNW EL"S STRUCTURE - I - -~ rTOP INlET_ I .L~ T _ _ -- ---i- - I I I '" 3' AS REOUIRED Sf THE CITY OF WI1ffER SPRINGS INV.El."BJ ELI4S 8' I'Ve CROSS SCREWED CAP DRlUED W/ iU5' ORIFICE ~ ~ ORIFICE DET AIL oorrou EL- 5.5 ~. Jt 9 GNJI. THREADED ROO. WASHER . Nt.ff. TN;It WElD N..L FASTENERS IFTER ASSEMBlY. MOUNTING BRACKET OET AIL POND 10 TYPICAL SECTION 1i3VJ9:aONt3 DESCRIPTION SU8MITT AL DATE WINTER SPRINGS FLORIDA DRAWN AJIJ DATE BY DESCRIPTION aT'( OR BoWYER-SJITNGLETON DESIGNED DYS COUNT'( Cl1ECl<ED MEJ 'N.U.D. 02 -19-97 OMS ADD TWO LOTS 8t RENUMBER LOTS ftROUND POND & &< ASSOCliA TES1 liNCO~POlRATE[)) RETENTION POND 10 & DETAILS SCALE AS NOTED F I N.4L N'PROV At. ~--- PROJECT 00. TUS2 02-07-97 OMS REVISED AS PER THE CITY OF WINTER SPRINGS BIO SET INQINII!"INO . 'LANNINO . 8UIIVIYINQ . INVIRONMINTAl TUSCAWILLA TRACT /5 - PARCEL 3 TUS2CDP.OOl FILE NiWE 520 SOUTH MAGNOLIA AVENUE : ORLANDO, FLORIDA 32801 1- 24-97 OMS REVISED AS PER THE CITY OF WINTER SPRINGS AS-BUt T 407-843-5120 . FAX 407-649-8664 Sl1EET g OF ~ lfEB 1 ~ 1997 ~ "- ~ ~ ~ c:: ~ ii ~ ~ C) ~ ~ ~ 2- CI} fJ) ~ fJ) 5 ~ > (j &1 DATE ~ 0'1 i': ()) " 0') , l\J Q MIN. 18 L.F. D.1.- - BI I MIN. H" 18' ~ALVE VAULT I I CAPPED NIPPLE AND VALVE I I FOR PRESSURE GUAGE. (TYP.) w FLEXIGLE COUPLINGS ( TYP. ) PLUG VALVE E~RGENCY PUMP CONNECTION ~ ~ VALVE BOX SHALL BE ENLARGED IF FLOW METER REQUIRED OR PER NOTE -4 tr o t GENERAL NOTES: I, ALL EXPOSED METAL SHALL BE PRINTED WITH 2 COATS OF EXTERIOR ENAMEL PAINT. 2. WET WELL AND VALVE VAULT SHALL BE COATED WITH COAL TAR INSIDE AND au T. (TWO COA TS, 9 MIL S EACH. ) 3. BASE AND FIRST RISER UNIT TO BE CAST MONOLITHIC. 4, VALVE VAUL T SHALL BE SI ZED TO PERMI T EASY REMOVAL OF CHECK VALVE SPINDLES WITH MINIMUM CLEARANCES AS SHOWN FOR 6" DIAMETER PIPE AND SMALLER. CLEARANCES SHALL INCREASE AS REQUIRED FOR LARGER PIPE SIZES. 5, VAL VE VAUL T SHALL HAVE SEALED FLOOR AND ORAl N. 6, ALL L 0 CAT ION S WH ERE PIP ESE N T E R 0 ~i LEA VET H E WE T WE L LOR V A L V E VAULT SHALL BE MADE WATERTIGHT WITH WALL SLEEVE OR NON-SHRINK GROUT. -r. f HER E S HAL L BEN a V A L V E S 0 R E LEe T R I C A L J U NeT ION BOX E SIN WET WELL. 8, WET WELL AND VAL VE VAUL T COVERS SHALL BE ALUMI NUM WI TH 316 S. S. HARDWARE AND LOCK BRACKET. SIZE AS REOUIRED BY PUMP MANUFACTURER AND APPROVED BY THE COUNTY. 9, FLEX I BLE COUPL I NG SHALL BE SLEEVE TYPE. 10. PUMPS SHALL BE: 00 .r o . Cl 'I --------------------------------------- -~ o w OUTLINE OF ACCESS OPENING CABLE HOLDER SHALL BE POSITIONED OPPOSITE THE INFLUENT LINE IN THE WET WELL F PLAN VIEW N. T. S. 4" D. r. VENT WITH VENT CAP ALUMINUM ACCESS HATCH WI LOCKSET l- AND RECESSED HANDLE. ~ B ~/ ALUMINU~ ACCESS HATCH WI LOCKSET AND RECESSED HANDLE (SEE NOTE 8) FLANGED RISER WI BLIND FLANGE, W/~ALE CAMLOCK a CAP 4" x 4" STANDARD FLANGED TEE ELEV. Y $- ~~ ~'I 4" PLUG VALVE WI LEVER OPERATOR STAINLESS STEEL PRESSURE GAUGE PET COCK VALVE 21 t_ oo f MANUFACTURERr FLYGT : MODELr CP-3102 : IMP: 432 MM. SPEED: 1700 RPM: DISCHARGE SIZE: 4 IN.: VOL T AGE: 230 HZ.: 60 : PHASE: 3 : H.P.: 5.0 MIN, SOLID SIZEs 4 IN,: CURVEs N/A. OPERATING CONDITIONS SHALL BE 205 GPM Ar 38 FEET TDH. MANUFACTURER: KSB : MODEL: KRTU : IMP: F(190) : DIAl MM. SPEED: 1750 RPM: DISCHARGE SIZE: 4 IN.: VOLTAGE: 230 HZ.: 60 : PHASE: 3 : H.P.: 5.35 MIN. SOLID SIZE: 4 IN.: CURVE: N/A. OPERATING CONDITIONS SHALL BE 185 GPM AT 35 FEET TDH. : DIA: MANUFACTURER: ABS : MODEL: AF-40 : IMP: V22 MM. SPEED: 1750 RPM: DISCHARGE SIZE: 4 IN.: VOLTAGEr 230 HZ.: 60 : PHASE: 3 : H.P.: 5.4 MIN. SOLID SIZE: 4 IN.: CURVE: ~J/A. OPERAfING CONDIfIONS SHALL BE 195 GPM Af 37 FEErfDH. : DIA: II. ALL HARDWARE IN WET WELL AND VALVE BOX TO BE STAINLESS STEEL. /2. CONTRACTOR MAY INSTALL A "P" TRAP BETWEEN THE VALVE VAULT AND WET WELL AS AN ALTERNATIVE TO THE FLOOR DRAIN SHOWN. -r -!0!;~!!r--.!.t~b~ ' ,):ij/i!li~0, fx2 r~"l~ ~1l1 ~ ~ -.,- PONER CABLE 2" D I A , SC H. 4 0 STAINLESS STEEL PIPE MIN. 3/8" HEAVY DUTY A- STAIN~ESS STEEL LIFTING CHAIN. 121 MIN. , I I , I , I I I ~ , I I I I I I I I .. Z N~ ----;E DUCTILE IRON PIPE t' ] f (RESTRAINED JOINT) · ~ · 71 - 2 - · 4 BARS 4" CHECK VALVE GALVANIZED IRON 3n FLOOR DRAIN, SLOPE OUTLET PIPE I 12" PER FOOT. SEE NOTE 12 I I I I , 1ft u.; .....J t;~ :::l '-' o ~ , , W I r---. z (,... ~ L . 6,rj - 12. FENCE DETAIL SHOWN ROTATED 90 DEG. FOR CLARITV'1 O~- ~~.l. .. Ig GALl'. CLIPS 2/-~' MAX. SPACING ~ POST CAP -- ELEV, Z o w ~~ ~~ 1-0 >-ts a:::z 0<<1( I-.....J ~u.. lJ... 24 VOLT FLOAT LlaUrD LEVEL CONTROLS .. LEAD PUMP ON ELEV. V 1~'-r3' TO CENTER (MAX) TOP RAIL .. -r- .. POST CORNER 1'-61 BOT~ PUMPS OFF _~~$- Ig HE WIRES 12. D.C. LINE POST , -$ELEV. T GRADE , ~ 31 ~IN. 3/4 DIA. x II" STAINLESS STEEL ANCHOR BOLTS TO EXTEND "f" INTO BASE, 3/8' ADJ. TRUSS RODS GATE POST GA TE POST GATE CORNER SECTION VIEW N. T. s. iJ) CENTER STOP 1-: 12')( 12.)( 12. r-J I 6' ~.- ~12' PU~P STATION DETAILS PLANS. SECTION. AND NOTES 25~~ p.s.r. CONCRETE tF IG. 3011 DOUBLE SWING GATE DETAIL NOTES: I. TRUSS BARS ARE REQUIRED FOR EACH GME SECTION AND THE FIRST SP~N ON EACH SIDE OF A CORNER POST ONLY. CHAIN LINK FENCE DETAILS BY DESCRIPTION DATE Jt:BV1S10 M ~ DESCRIPTION BY DESCRIPTION DATE BY 2-19-97 D~S ADD TWO LOTS &t RENU~BER & D~S REVISED AS PER THE CITY OF WINTER SPRINGS 1-24-9] 4" OF BEDDING ROCK WITH POLYETHYLENE FILM LINER UNDER ROCK ,------ I BLACK VrNYL CHAIN LINK FENCE I I I I. I I I I I I I I I <J i --;, Z LD R /W I I I ~ - - - - - - - - - - -I - - - -~ =-~ ~ .-=.. - ~ 5' (MIN.l I ~ Co ---- w (") 4 II PVC F ORCEMA I N ~~ I / I I I / &T1 / 28" Oak ~.,~'-, \'~)24..2 ~1f 22J / / / / / ,. \ \ \ \ \ \ /' /' / '\ '" '" / VALVE VAULT &78 9 '---6' CHAIN UNK FENCE 0.4OX ----------C/L- STREAMVIEW--WAY-. ---- 5/2 &68 CONC.DRNEWAY 4- REUSE '-4- FNC FORCEMAlN I " / I / I 22.5 I I PUMPING STATIONS DIM A DIM B DIM C DIM 0 DIM E DIM F DIM G DIM H DIM J DIM K ELEV T ELEV U ELEV V ELEV W ELEV X ELEV Y ELEV Z DIMENSIONS 8" MIN. 6'-0" MIN. ELEV. AT CONST. . . . It * r, 0" o - MIN. 4'-8" MIN. 5.20 7.20 9.20 9.70 10.20 22.66 10.70 · PER PUMP MANUFACTURERS REQUIREMENT ~- I . I LI~ITS OF SITE TO BE DEDICATED TO ORANGE COUNTY ______ _r_~~~TS OF ~T~ITY EASE~NT I CONTROL PANEL __.5~~~~._t-- -- LISEE DE1TAILSl : I --L i I I I" WATER 61 TO 121 I ~ MA IN LI ~.J I I I WET WELL I I 6 ",t- -== ,.- I t I - _____.-J___ 2 - 6' SWING GATE ) .... REUSE WM t . ,/ //"'\ . . \ . " 0 1; 6 THIS DI~NSION SHALL BE EQUAL TO THE DEPTH OF THE ~T ~LL. " " " &61 ENGINEER SHALL PROVIDE A SCALED (I" " 20' MIN,) SITE SPECIFIC DETAIL SITE PLAN l'=2W SUBMITT Ai.. DATE WINTER SPRINGS OT'( OR COUNTY Bo'WYER-SNGLEIDN & ASSOCITA TES9 K NCORPOIRA TE II)) UFT ST AT/ON 'NJJ.D. FiNAl APPROV~ BID SE T INGINIIRINO . PLANNING . .UIIVIYING . INV...ONMINTAl 520 SOUTH MAGNOLIA AVENUE : ORLANDO. FLORIDA .32801 407-84.3-5120 . FAX 407-649-8664 )-/19/17 TUSCAWIUA TRier 15 - PARCEL .3 AS-BUt. T PUMP STATION SITE PLAN FLORIDA DRAWN A.Jt.A DE.SIGNED DYS CTiECKED ~J SC N.. E AS NOTED PROJECT NO. TUS2 FILE NMIE TUS2.PlS.OO1 SHEE T 10 OF \5 l~:E13 1 ~ 1991 ?i ~ "- ~ .Q ~ c: ~ Q. ~ ~ C) ~ ~ ~ 2- "l <I) ~ <I) $ ft > u 'to !() B !() ~ Q') "- i'.. (\j , {) DATE POWER DISCONNECT - )' GALVANIZED ------- -B .~GALVANIlED PIPE ISCH.80) _____ n PIPE CAP - ..... 'TYP.> I-1ETER BASE ~ITH BY-PASS ~_ ~ ~'l="-. --- r- r-- 1-1/2' MIN. 'l TRO MOUNTING BRACKET ~ J H H CON L ~ Pr.NEL ENCASED IN ~ ~ ~ ~~ CONCRE TE '-- r- '----T- · ~ :...----- SEAL OFF L == ;= ==1' '" ~ MOTOR CONDUCTOR HOSE BIB ______ X _ ..... ~-7 CONDUIT 2' SCH. O~ .~ ~.... .V....... P'fC (SEE NOTE 2) ~ CONTROL CONDUIT 2' SCH. 80 PVC 'V':~'V.Lll(/A ::-<h _. ~ ~~ -. z (:00.... _II'" ::J: . :.i. ~ ...... N :::J: ~ ' , I , ~" m ~~ ~ ~~~',., ~-( ~ 'I ~;~ p~n.._~; "8~" ..... ~ , ....""" .."',"",,, ~ ~ SWEEP EL80~S ~J '-25 OH~ HAX.GROGND RODS ~ 12 EACH) 00' APART) '1 '1 00 r -to r' [NCOMING PO\olER NO T E $: 1. DRAWING IS 9WWN FOR 230 VOLT POWER SlJPPL Y. THE LOCATION OF METER r.NO MAIN PO~ER DISCONNECT 9~ALL BE REVERSED FOR ~8~ VOL T SUPPLY. 2. ~EN TWO (2) SEPARATE CONDUCTOR-TYPE MOTORS ARE USED,CONDUIT SHALL BE INCREASED TO 3', 3. POWER StJPPL'( SHALL BE UNDERGROUND ON THE LlFT STATION SITE r.ND SMALL BE 3 PHASE FROM A 3 PHASE SOURCE ONLY. PUMP STATION CONTROL PANEL INSULATION DETAIL (fIG.Jlll MOUNTl~ BR:~ \ cx\ ALARM LIGHT POCKET Il'lllIUlIDI mJ IIlIJ a Er.D 0000 ~6~ ~GENERATOR iIIl1l m - RECEPTACLE 0 0 I&D IiIlJ 0 0 [taJ flI[il all] ~- ALARM m l1I B~~ HORN @ @ IlHJJ r..iUJ ~ ~ Jl UI \3 t3-- PAD ~ l LOCK I~ ~I BRACKET J ~OOOR LATCH ///.~ , ~V MOUNTi~ BRACKETS DOOR STOP ',.ITH LOCK FOR DE~D FRONT. NO T E $: 1. OUTER BOX SIZE SHALL BE A MINIMUM OF 24'W X 36~ X l~'O OR AS APPROVED BY THE COUNTY. 2. FOR STATiONS WITH PUMPS RATED 2~ HP OR GREATER, OUTER BOX SIZE Sl1AlL BE 33'W X 42'H X l~'D ~ND SHALL HAVE 2 LATCHES ON THE OEAD FRONT. 3. ORIWINCS SHALL BE Rf'fISED FOR STATIONS WITH PUMPS RATED GREATER THAN ~7 HP AND SUBMITTED TO THE COUNTY FOR APPROVAL DUPLEX CONTROL PANEL ENCLOSURE DEAD FRONT LAYOUT (f I G.JIJI BY BY 1I18V1910MI DESCRIPTION DATE DESCRIPTION DATE [2J FL CT Ir~ I R4 D R3 D H2 D RI D PAA =-~1 I 1 TS MCT --------- I 480/12~ I I I 1 F3 F4 I 1c=J CJI L______J o 0 G N PA PA PA 10001 LA PM ~ U F 1 fiTS G o NOTES: 1, MAIN CIRCUIT TRANSFORMER REQUIRED FOR ~8~ VOLT SUPPLY ONLY. ORB ~ CCB ~ MS 1 D OL 1 MCB ECB ...---, ~ y ___ -- INTERLOCK -- ~ - o~ lbl MB 1 HB 2 D D MS 2 D OL 2 TTS G o DUPLEX CONTROL P,ANEL ENCLOSURE SUBPANEL LAYOUT ABBREV. AH AL ASS C B C T o o lB E B E H F FL FR G GR HO~ HSS- LA HB Mca HeT I1T MS N OL PA PAA PL PM R RE _8L f--AiS TS TTS NOTE: BY !JIG,3I41 ITEM DESCRIPTION ALARM HORN LARM UGHT ~l T ~HNATCR TEST 5 \of ITCH :ONTROL CIRCUIT BREAKER ONTROL CIRCUIT TRANSFOR~ER UPLEX RECEPTACLE I G,F.r. UPLtxlirmmLrBiiEAKER EMERGENCY CIRCUI T BREAAER LAPSE T HE HETtR U5~ LA&1ER L A REGULATOR iR UNO .IE ERATOlrRtcrmcLE HA r/)-OFF -AUTO-SELECTOR HORN SILINCE j.l!lrCH L ICHTNr~AAtSTrn HOTOR BRtAKtR MAIN CIRCUH BREAKE.R ~A IN CIRCUIT TRANn:RRME~ /10 [STURE AND TEM ATU E FAIL_URE LIGHT HOTOR STARTER NEUTRAL VERLOAU HEATEH lOWER AV ~ILABLE LIGHT (3 Kl:llUJUiI:U.l EACH PHASE) UHP AUT MAYle ALTERNATOR LO LIGHT p ASl MO~lTOR LA R :SICiTOR .~~~DI~~6~T~RMnm-SiRr~ 'ER~INAL STRIP HERMAL TERMINAL STRIP PUMP STATION CONTROL PANEL LEGEND DESCRIPTION (i IG. 3IG BoWYER-S][NGLETON & ASSOCrrATES~ KNCORPOlRATED INGIN!!RING · "LANNING · .UIIVIVINQ . INVIRONMrNTAL 520 sou fH MAGNOLIA AVENUE : ORLANDO, FLORIDA .32801 407-843-5120 . FAX 407-649-8664 230 V 3 PHASE 4 W 11111~MC8 -< ~ ~ T v T I ECB "-J '-J ^ MB 1 MS 1 ~D~L I PUMP I - -" = f-D--'Vo-- x)-111111 j ~ ;M82 : M~~~Ojllil~ : ( : - -~ - - - -tT~ - - - - - - - -1- - - - -jlllll : 480V 3 120V 1 L______ ~~~====5f!B_V~_-_-~; : I N N .... GR f\ Fl [b. ~~ <t~ .... ~ PM [3 r PM 1 K) 8 1 CCB IIIII OR 0 ~ ~ o ~~A {) 0-- - - MS 2 o-'~O GL 2 TTS ~~' oR8 !W ~ ETM ,..----/ ~ MS 1 OL 1 TTS ....,(;N-N----<) <)-- ~ 1 2 R2 C l---0-1 6 8 " 1 ~ ft? '-'8 v\'f Q C TEST PM '-. l 2 <) 1 5~ ~'C C:J c=P LEAD/LAG 6 S~I TCH ~ ETM R3 ~ t..-D 6 8 R4 ~ 6 PM 8 ~ '-' ,,'-' 1 2 FL 1 'A 2 <) aq HSS R5 3 ~ .{) I () " '-' " "V 4 1 {) jR~ r 2 1 6 8 ~ 12~ V J F2 75 VA ~-^ CCT Pyyyy '-' 24 Y - - - -= PL4 RTS FR 4 RTS 7 - - - - ~o-- - - - - 8 R4 0- PL3 2 g- 7 RTS FR 3 RTS (~ - - - - ~o- - - - -1 R3 0- 2 -0 7 PL2 / l RTS FR 2 RTS 3 - - - - ~o- - - - - -~ PLl ~ -~p 2 7 RTS FR 1 RTS 1 ----~o-----~ Rl 2 '7 NO T E S: 1. MAIN CIRCUIT TRANSfORMER REQUIRED FOR 4Sa VOL T SUPPLY ONLY. DUPLEX CONTROL SCHEMATIC IIIG.. 3J6J GENERAL ELECTRICAL NOTES I.PRIOR TO PREPARIi'JG TECHNICAL SUBMI TTAL. REQUEST USE OF PREFFERED 480 VOLT 3 PHASE SERVICE FROM LOCAL UTILITY. IF NOT AVAILABLE. DEVELOP TECHNICAL SUBMITTAL ACCORDING TO AVAILABLE SERVICE VOLTAGE FOR THE PROJECT LOCATIONS, FOR CONTROLS. STARTERS AND MOTORS, 2.SUBMIT UTILITY APPROVED SITE PLAN DELINEATING THREE PHASE SERVICE SELECTED AND APPROVED BY UTILITY. SPECIFY SIZE AND UNDERGROUND ROUTING OF COPPER SERVICE ENTRY CABLES AND SCHEDULE 40 PVC CONDUIT PER NEC. 3.PANEL SUPPLIER TO PROVIDE MOTOR STARTERS ACCORDING TO PUMP HORSEPOWER REQUIREMENTS LISTED IN LIFT SfATION PUMP PLAN, 4.FULL VOLTAGE NON REVERSING STARTERS ACCORDING TO ~iORSE- POWER RATINGS LISTED. OR HIGHER. WILL BE PERMITED. SUBJECT TO WRITTEN UTILITY AUTHORIZA'fION FOR PROJECT LOCATION. 5.CONNECT AND OPERATE LARGER PUMPS WITH TWO WINDINGS PER PHASE. USING REDUCED VOLTAGE. PART WINDING STARTERS. ACCORDING TO STARTER AND PUMP MANUFACTURER'S INSTRUCTIONS. USE OF REDUCED VOLTAGE STARTERS WITH AUTOTRANSFORMER OR MOTORS WITH ONLY A SINGLE WINDING PER PHASE. SUBJECT TO OWNER/ ENGINEER REVIEW AND APPROVAL. UPON RECEIPT OF DOCUMENTATION VERIFYING EOUAL PERFORMANCE AND MAINTENANCE COST DATA SUPPORTING THIS SELECTION. 6.CONNECTION DIAGRAMS LISTED ABOVE ARE SCHEMATIC IN NATURE. INTENDED FOR EITHER TWO OR THREE PUMP OPERATION. USING A DUPLEX OR TRIPLEX CONTROL. CONTROLLER SUBMITTAL SHALL REFLECT PROPER CONFIGURATION ACCORDING TO DELINEATED LIFT STATION PUMP PLAN AND APPROVED UTILITY VOLTAGE. 7.THE ANTICIPATED VOLTAGE AT THE LIFT STATION SITE IS 480 VOLTS. HOWEVER. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE VOLTAGE PRIOR TO ORDERING THE THE LIFT STATION PUMPS AND ELECTRICAL PANEL. WINTER SPRINGS DRAWN AJ~ DESIGNED Dl4S CHECKED I.E:J SCi\LE NONE PRQJEC T 00. TUS2 FILE NMlE TUS2PlS.OO2 S}iE ET 11 Of' \5 -- iJ#L2 - ~!9117 TUSCAWILLA TRACT /5 - PARCEL 3 UFT ST AT/ON DET AILS \fEB 1. tJ 1991 c ~ 1n1~ Type 2 SymmetrIcal Abcuf & ( I ~~.\j I A ~ \> ~~. ... I' '~ Q I" ') /(,U _ vj Soo Slob ReinforcIng Odall Ttis Sf13d. ./ , I ^ .--2' Dla.Cwer a - A + -t-r-.---.-\:. <n . \ /1 t> C Inlet ~ /\, ,/ / I 0- .< / 'J-- !r ........ /l 6' ~ ./-, -~ ~ - --./ ~ l ~~ 5' ~ CoocrelfJ ~ S~UPfXXt Post Iry - (f 8 --1 8 L ~ 1 · i I I I j' - (J J ~A ... I I j' - (f I INLET TYPE / INLET TYPE 2. SYMMETRICAL ABOUT C To Be PaId l For As C.& G. · FLor QRfer ~ ~f: ~g:, ~ ~J Gu tter r rons. Umlts Of Inlf$ COflsrructlon tTa Be PaId For As C.& G. I : : :Jt 6'~ I. J' - (/ J. J'. (/ j 1 Gutter Trans. I-- 6" : ------J : try - a SECTION 88 (TYPE I AND 2 ) - r--- 4'-(/ ~ I' - 6' ~ I I. _ .~~~; ~ ~o I'... 5' ~ Concre/e I : Suppod Past - , ~ j J'~ 6' ~ I.. Q I j )'00 Nolo ~ NO.4 ~ c ~ Inl~ Type 4 Symmetrical A/xut & Soo Slab Relnforc/nq Delo/l Ttis S~. I ()~ I A ~\c. ~c. r "~ ~\> - ~ "'~' ./+-, I ^ -2' Dla.Cwer - ~ +. -t-~ 6'~ ,6'- I \, ~ ~ /1) ~ ~ " --Cot) ~. ~ / ~ ~ ~ ~ l B --1 C Inlet B L ~~ ./ ./ 5' ~ COflCrele .-/' Supwt Post 6' - (J q-(f ]'-(/ .j ... ~A .7 ~l .7 I I I: INLET TYPE 3 INLET TYPE 4 SYMMETRICAL ABOUT C T a Be PaId J... Urnlts Of Inlet C0fl51ruclfon To 88 PaId For A5 C.& G. I For As C.& G. F1.Ot ~r()~ ~ I ~I. =t::J~:: i ::)1 '~J I~. ~ j' - (J... 6' - (f .1. J' - (J ~ Gutter ., G<J ffer Trans. Trans. SECT/ON BB (TYPE 3 AND 4 ) ~. 4'-(f -~ F'-~ 1 r . 6' I.. In ~~~ '~LI 1F~ Q I T ~ 6~ Concrete Or J I 6~l If BrIck. ~ _ Soo Nota ~ No.4 ~ -3~ ~ S Concrete O~'- -'J r? BrIck. 1$ .. 5' ~ COffCfe!a S'upport Post I 1 DIMENSIONAL SECTION No.6 B<1rs NO.6 &Jrs AI q Ctrs. \ J No.6 !3fJrs ~ ;:Ll~11 ~ NO.4 80rs ..L I IV 8' Ctrs. ~ ~ 80th Ways I !HI I. '--'...............I'---':r---'--No.6 &1rs Unless 6. 6' <7 g 3,J Ottefwlse S/'!.Mn r.,.----+-NO.6 Bars AI g Ctrs. ~~~.~ r Prr~~ - If ~ No.1 B<1rs. i' ~~.. No.6 furs No.6 B<1rs At g Ctrs. \ No.6 wrs ~~:"1 j No.4 8<Jrs ~rl: N 8' Ctr s. ..L. 'lit I BoIh WrJ/s "~~~ '.41 I No.4 Bars N 8' Ctrs. j' . 6- DlametfY ~ REINFORCING SECTION 31-e~ DIA.STRUCTURE BOTTOM (SECTION AA ) rA 4~-(J DIMENSIONAL SECT/ON \ ~~~~'-r----NO.6 E3<Jrs Unless 9' 6 7'1z. 7Y?;~1 Ctt'fywlsfJ Sto#n ,..,.---1-1- No.6 Bars N g Cfrs. · · .~~J r---=-~I ~ No.1 E3I1rs ~4~'J 1'.:., s~ .~' ~~I ~. f~ No.4 Bars NfJ'Ctrs. ~ I.. -r - (J Dlarooter REINFORCING SECT/ON 4'-0- DIA.STRUCTURE BOTTOM (SECTION AA ) rA ~ ..., ~ ~ ~ ~ c ~ Q. ~ ~.6 Bars Q <7 .;" "~ ~ ~ - -~ro"~ 6 B<1r~ ~ tB"Q8 ~'~ _~~ ~ cB 8 ~ l4J ~'IJ /C/ tj) ~~~~ /\\. ~/ . I-- Q1 '- h. / '\' '\. _""- /. V/ (,):t "6 Be~S j';r---- 0-_ ~if~T tJ ~ CO -:...-:; _ _ .- -'- I I ~ ~ - ..._~...-... ,,-- -. ~ ) L~5'" C~9 Su{!(YJl1past -6 &1rs Q g~ , ;-^~.............6 B<1rs Q q ~ ~~ -t~ ~ i ~~ rM~O"~#6 80rs (Typ.) i ~ ~~ A~~, ~~~~ ~ en ~ LE:J-~ ''\ _""- /?/ ' ,," ~::~ ~~ ,- -- '"' ~,{ .,'- -- -:=:--S~"'6 EJars Q) ... 6 Bars ~ \ ~~ ~ -,.....;.... - \. - - "-"" .,... ~ ~~..... - \ -... '" "'- " 1 .-./ , -..... ..........: ( 'FronlOt Curb ) L' 8<Jck Of Curb .6 80rs D g ~ A "'-.. 5- ~ Corrcrela Support Post GENERAL NOTES ~ ~ Q ~ ~ ~ I. roo flnlsted f}rade and slope of too Inlet tops ore to ()onform with too flnlslYJd cross slope and QradfJ of tte {Xo{Y.JSed sldfJNall< and/or border. 2. Wren Inlets are to be constructed on a curve.refer fa too plans to de/ermIne Ita radIus and. wfwa neoJssary.modlfy tta Inlp'( de/oIls accordIngly. Bend sfeel wtoo necessary. J. NI stool In Inlet top st'()11 rove ~1nlroom ewer unless oIrorwls9 stoNn. In/~ tops st'()11 be altl'<< cast'In-f)lace or IXeaJst concrete. 4. Too roor wall {XX'tlon of Inlet tops Types I.G3 & 4 may be construcfed with brIck. Dwtels to top slob required. 5. Only rrond conaele support post wIll 00 occepIable. 6. For supplemet'1tal delolls soo Index No.2OI. 1. TtQso Inl(}/s arf] to be used with Curb and Gutter Tyws E and F. Lowto ootslde of wcestrlan cros5'Nalk Wflx9 pradlcal. 8. For structure bottoms soo Index No. 2.00. ~ fI1 ~ '" $ ~ > () T N3LE OF VARIABLE DIMENSION j'-6. A (-g B /'.8' C (-g D g DIMENSIONS 4'-(1 (-e (-5' (- 10 { If SLAB REINFORCING INLE-rS 1,2,3 and 4 TRANSVERSE SECTIONS FOR INLETS TYPES 1,2,.3 & 4 "1- ~ "':-- LO ~ ~ " "'- (\j " a DATE BY DATE DESCRIPTION BY RBVISIO N S DESCRIPTION DATE BY 1-24-97 OMS REVISED AS PER THE CITY OF WINTER SPf~INGS AS-BUt. T ~ V) ~ ~~ \.D ~ .. VI u C':l ~ SILT FENCE POST (/NCUNE POSrS WTONARDS FLON) SILT FENCE FABRIC~ 1 HAY 8~ W/STN<E '~~ EXISTING ~.., FLDN GRWND ..-:\ ... ' ~ OIRE.r;!'ON a--!L J~ I ... I 1.1 4' I I I . . I . . U~- 1 JW2!XJ'/N 50 J . 4' I I' - t--=- . I I . . I . 'N/I' I -- .J !Z 8' _!z_ 10' 8' 10' I . . I - ~ V~I ~ I GRNJE I I 0JJ208 ' t!L .-1 ... . . ... ........ I .' " . I) \2/.I/IN.AC.SC. RONNIN UNDERDRNN rTYPE 5-111J ~ 8' MIN.saL CEMENT 98:< IIAX DENSITY (XXJ PSI" 7 DkS J ~ -IIIAMI CtJRB NiD WTTER . .. . . .' r RONJNR' UNDERDRNN '-- F1XJr ~PROlED TEMPOR~ SlU" FENCE PRE-ASSEMBLED IN 100' ROUS urlUZ/NG I!'X I!'X "'WOODEN POSTS . 8'C/C IIAX.w/YOF WOIEN GEarEXTILE I/HERlN. MEETING THE REOOIREIJENTS OF SEC.91JtS-4. SJIJILNf .. EWN.. TO THAT SVPPUED Ell' FIFEPIPE co.OF TAMPA FLA. J CONC. s'fvcwN..X WIDTH ..VNYES I - PlAN VIEW ~ . to TRNiSfflON , I > ! i I{ kJs+-'i/'mf/fl,j,Uj3if/--t.-1eJ sr MDARD lW' t "OONC. SIDEWN./(7 CURB · GVrTER 1.5' ~. EXP.JOI7 II SECTION A-A [t - - --~. -~'"'' I.....? t= .. I .- _old.=-" . . '.. . ....~'f71ji~ .,..... .~. -~r--;- ,~~... ..'.: .. . . ~ '.-: ~'.-: .. : ~ ~ : ~ ~. .-. . ~. . ." .... ...... .... '. .'.~ ....~. . ~. ~. ~";~'. 6' TYP. RAIIP FlJ)()R '. . .'. ." ~... ~~. . '.. NlD SIDES ST NlDMD 2' CURB .. GUTTE~ 'Iz. EXP.JOINT (REIIOIE " REPUCEJ NOTES, I. ENTIRE EXISTING CURBING SHN..L BE REIJ(NED It REPUCED. e l.DN CURB .. TRANSff/ON MAY BE FORI/ED AT THE OF CtJRB CONSTRUCTION. 3. CONSTRUCr WffH CI..ASS A (:JOOOPSIJ CONCRETE. WHEELCHNR RNlP ---- ~ tr IIIN.srN:*UZED SUBGRNJE 96:< IiOD 11M DENSITY MSHrO T -180 _ 76 PSI FEN TYPICAL PAVEUEIff SECTION NOTES, CONrRJCrOlf IS RESPONSIBLE FOR I/NNTENNiCE AS FOUDIIS, I.Sla FENCES SHNL BE INSPECTED IIIIIEDlATELY ~ER EN:H RNNFN.L NiD H LEAST ONLY WRING PROI..DNGED RNNFN..L. ANY REOOIRED REPNRS SHN.L BE I/ADE II/IIEDlATELY. I!..SHOJLD THE F NJ/fJC DECOMPOSE OR BECOME INEFFECTNE PRIOR TO THE END OF "S USE." SHALL BE REPUCED PROMPTLY. :J.5EDlIIEIff DE.POSffS SHAlL BE REIIOIED NTER EIOI STORM EVENT. 4.NiY SEDlMENr DEPOSffS LEFT IN PUCE ~ER THE Sla FENCE IS NO UJNOER REOOIRED SHALL BE DRESSED TO CONFORM WITH THE FINISHED GRNJE. PREPARED AND SEEDED. I ... I --.!.J 4' "'-5' 2'. . . I I . I . . 1 ~./! 70' RJJlII. .I . 2' e: _~ ~ . . I I . I . ~t../, . --~ _ _5'-8'.. _5'-6' _ 2.'" DESIGN ~-I/IAII' ~~~~ CtIRB NiD OOTTER ~ 'm . ." '" I .J 12' /_~) / OJJ2JJ8"~. J " ,." T", .' .. l I I L I. MIN. AC.sC. rTYPE s-IIIJ . . ~ . .. . r TYPICAL SILT FENCE DETAIL Nrs. ~ 8' IIIN. SOIL CEMENT 98:< MAX DENSITY (XXJ PSI. 7 DNS J 11' IIIN. sr NJlUZED SUBGRNJE 9t5X IIOD "AX DENSITY AASHrO T-I80 ,75 PSIFEN NUfE,THE J(XJ PSJ. 7 DN saL CEMENT BREN< STRENGTH REOOIREI/EIff IS A FIELD BRENC NiD NOT A PUG MILL ~EN(. F 10/-4:) TYPICAL EIffRANCE SECTION FINISHED GRADE ~ ~ ~ P.v.c. .SCREW-TYPP CAP FILTER N7GREGATE [:/fr DIA.CONCRETE ENCASEMENT AROUND CAP ".... y,,, rof !.:,n ;~: ,V.a RE-BAR (2. E/1CHJ ~.' .,~ :,;.."" . (.J '. ..' .' '.."X~ ..... ~ POROUS MATERIAL ~~s.x'. :"..'L'.. 'J ';:;~ ~ I :\';' ... . ... " I ~ .... - - ~ CORRUGATED POLYETHfLENE TUBING WffH FILTER FftBRIC EWElfJPE.(FILTER FABRIC MUST BE APPRO/ED Bf THE ENGINEER). END SECT/ON ROADNAY UNDERDRNN CLEANOlff ~~ rJ saL I~ AS-BUiILT REOUIREMENTS USE COARSE SAND WHEN PERFORATED PIPE WffH NYlfJN MEIIBRANE IS USED (SAND TO MEET F.DD.T.SPEC.902.-4J -iIHIHIRIf- ~ ~~~~ r-- ....... , .... COI/PJCTE 1. = FILL =u :J I t=m::~ Il~ 11 :::j. H I F~ , 11~~.lf -r-- . . ~\ ... ~\ I"~":---,., -.. . . ..... .. .... . I' . '. ....:....'...J -'----N.. ~ USE 10 JIlL . POlYE:rHfLENE WASHclJ PLASTIC OR 70 lB. SAItO FlU FELT IS- WIDE .,~. ~ '!IN. ~ I. Storm Dr(fJlnaae o. Top eI~'atlon of' each monl'tJl9 frofT16 and CCNer/graffJ os welllos 011 ofhBr structures (Heodwalls. Control Sfruclur68. W6Irs & Sklrnrners.6IcJ b.1f'N9rl6l'tNaflon of each 11M enterIng and leavIng each 6fruclurr8.Inc/udlng und6l'draln plp86. o.ldual r;rode of fhIJ pipe belwoon the structures. d./rNerls of' 011 Mitered End S8Cflons. ~ "~ftT'I!tP~~NN CONFdRiJ7NG~O AASIffO 11-2.52.0 OR EOON.. -~ I--- 18 IIIN. -1 MOUNT ABLE MEDIAN CURB DET AlL TYPICAL ROADWAY UNDERDRAlN SUBMITT At DATE WINTER SPRINGS DESCRIPTION BoWYER-SNGLETON & ASSOCITATES9 KNCORJPOlRATJED /\ ~C- 7---4.P'I' o'{.Y if Itr ft7 ClTY OR COUNTY WJJ.D. 4' i j ~/'_ 1 ~~A~i:' -:~~ :~ - ~~~~-:' - ::. f&"'W~ · ~ THICK AT DRIVEWNS THERE WILL BE AN EXPANSION JOINT EVERt 2.0' AND A CONTRN:TION JOINT EVERY 4' SIDEWALK DETAIL - 2.4' -., 2.~ IZ rt/~ = ~ I~ ;. ~. R~ ~ l~-'-~ ~~ _ PAVEMEfff rn ' .0: '.' ,i" ~'~" ~~~ ~ ...~' ~ ~ ~ . . ~ '~ ' :/wM 1 , .. . ... '. .. ' . A" A.... .. , . ., . COAlPlCT:cD.SIJBEJ~.,. ~.~. . , ' 1'. , , . . . . '. . t .... . MIAMI CURB DET AlL 2.'" Ie I~ .. .. - :; 9' r-II*.R ~'_R~~ ~_I ~i! ~~ fPAVEI/ENr !: : <: : ri:: V/.,/...{//t//// . .. ...~ Vm7hr//M :;. ~ :: ~:;. : :: ~:;. : /. .:~: '::":: '::.:::: :.~ : :;. ; ::( ::: ~ ~:. ~ :~:: ::( : :: ( : :: ~:.:. ; ::~~. - COI/PN:reo stJEJIJASE -- . . . . - - - - -. - - ..- .... - - r -. .- .-- .-. --.- ~ ~ FLORIDA DRAWN A;f.A DESlGNED DYS Ct1ECKED lAEJ mw.. N>PROV ~ .- PAVING & DRAINAGE DET AILS TUS2 810 Sf T INOIN!!"INQ . "LANNING . 8UIIVIYINO . INYI"ONMENTAL 520 sou fH MAGNOLIA AVENUE : ORLANDO. FLor~IDA .32801 407-84.3-5120 . FAX 407-649-8664 SC/J(E NONE PROJECT NO. TUSCAWILLA TRACT 15 - PARCEL :5 F'1t[ NMlE TUS2PPD.OOl SHE ET 12 Of' 15 'h:'Cl]"~ {'...1 'i99. :7 J ['.1 J. ~1 t. ,J TYPE P FO!? INLETS. UN/NOLES NlD JUNCTION BOXES rs C/UI! I Cdd SM.. s-~ rati. Fer /Jr>t11'16.rII/u1 Ctr.JI rW r-.; r 'NO ~ r1~ r 091$"" Pr""d~ M~~ l.J:Jq) Fer [O~ HaNlIn>;. Ca/<J SIll rop tWO FLOOR SLAB TA8lE riPE J RfjNFORa~ CP . F I.fX)R 5U8S .6 . r;CT~~. ~ " ff cr RS. 8j/. ., " (f r:r R5. 8:J1. ~ " r;CTR5.EN. ., " ~ cr flS. 8i1. ., " (f(.TRS.~. ., " 41 f..TRS,8:J1. IIi. ~J~i ~~I-)~ ':q J ~--+ Isi~~ , I~~~ Jj --e~\~- - ~Hh~~ i~ ~ ~ [rIa rr ~ N<nRa~<fCtJd ~ S C;;;~~ ~~ Crn7lh ~ o ~ ~ " ~I i~~~~ ~ ,~l -~~Q.~ ~d5 ~i<..ti ~:-~ t , Tl~ A Or 8 RfGf!l - I T! I.Jtilrlftd ~ ~ ICf ~ ICf q z.r ZfJ Z~ If yg ~<r '!i'-<J . fJ tnr, f Type A Or 8 Piwr --i , f:r ~ ,. or ~ -I z Z' l' l' f:r-<J f:r-<J fI<r {) . -4 HQ({) t)y ( N'C ) ~ 'S1l. AI SkJO Rtirf~f. P.$#rod VClQ Wfo(xt flt1ckJood ~ pry Ip'lrfi Pdrr~ KJ Z' 25' ~<r ICf l' 15' ., . 41 CTRS8i'. FIII<.i [oJdt Carner TOP SUB REINFORCING STEEL DlN;RAJ/ LorgtJr /Jc~fJ6 R~" S(AAirJ DtW~ DrSril. TOP ~;V8 REiNFORCiNG ~iTEEL DlNJRNJ ~ if.. ~ ~ ~ ~, ~ !!.~ ~ ~ if.. ~ ~~ 113'" Q' !-.... ~~ ~ . l., ~ ~ t ~ l~ ! . 1 i i~ U - l~ · i~ ~ ~ ~J ~ i t!. Q~ I-.! ~ ~ ~ NJERNATE A Hook' Rw..;( r rtd -~ . 'l~J~l . <( 1 h'j:l ~ 'iHh;1 ~)!J.~~J ()-., Co<;e ~ " I? C1T1. /Jdf't~<Jof1 in Cfrlrs' ff Curan~d.l Ir BrIck rr Cr:ralis Ght C(]QIJ f6 Q I ~ On l:Jrrf't((iJoI. in CIn~ (f Car:rthN<i1 l(CJ Ir Dn.r,s8 ~ .l~ ~~ l&l! tl ~sl.i I.~\ ~~I ~J!t!~ .. .4 5x. " ~C1,.. E$ift~~ .. ALTERNATE A . Sd9 ~"kJ6 r aO/. HP,yIWal f)y. Ij Stroloit Er.1 E-nOOd nrI. iI<li 8tI U ~ It? UfJ.J if StrJllt10Jrd Hcok..It? 1o::ud<J/lc8 WIIf't ~/. Ind6.f No.2CJ.Slr.J (f 5 ALTERNATE 8 TYPE J FOR INLETS, MN/HOLES tWD JUNCTION BOXES GlUt? CrxrodflX1 ro ~alJ lJ' ~"f-- ~.#I) i i RET NNING WALL .JJm 'U.I.V krJ 'tfo6for Q1 SIr r:i rTt Wt ---~ GENERN... NOTES 4. 1I<rIU. lop rl~ fJ frV1 be If ClJ6f{f'r(i<Xst or ~~ wan OOf'IIifn.Jtftart ar tJrfa oontiInaton. For Oartan ~on.ffrJ cavtiTI rpJ 6fW rrX~lX~ lihil ~ I,. ~ a. ffrJ ~n>; .",<J.Iurl'. An 9tXtrlrlc ~ ~ ~ 1.A$d. S. iI<rIr:i. fop6 5h:i1 tift 6<<U ~ tv &trvdll:_ try orJf 0f"QI !XXlIi'fn.Jdf1Xt ja/rt. 116 ~ IXt SIrtS J If J. Sf CTION TYPE [ For II~ NOTES rrOPS.FRAJlE5.NYD COlER) I.. fIdI. ~ <Muhr ~ r NIwncie A I~ r" pIq1:;e ~ be ~ IlaII - "'~rej 0l1IaTIIe or /)rid or ntlrrrrM CD1lnI'la PrTtlXIII '7fII ~ IinDl.rw ( ItIw"nft ~ ) Ih1/I be 0IJI'ttirv.N ~ ntlrrrro./ ~ .,.;,. z . /110.8 Bau I. NIIhtJ iJf7, oIril frM !JlNIfUft ~ ~ rifrJrvtf.. ~('I rr1d fhi't.Iff frJdfJd w_" fttdkJdod. ~ iI~ top rype 7 fl. fhit ~ If C1<J66 , ~ Ca'r:Trh a6 ~fl9d It? ASTII C-flfJ ~ be uiJ(jfJ (or ;r901lil urnS) ~ rnwallfde /lio.l.. ~ 'if(II ~ '7fII ntlrrtnJf/lllfl't ~ for ",., f';/~16Ud rJN~ or ~ ~ id-. ~ Ifd ~ rkQh II'h ~ be ff.l7(fIW WIN ~ lit ~ wrffft fItfrr AST JI. Cll~ r ~ " 'H ~ ) or AST JI. C-15.()qu ", fCMtwotItlW 'tffww /foe .'Iff<<i tIfwJ Q()gtI CTW r. tJ/QaI4 rlf ". arIfT ~r1 rI ". wII. AU Rti rr or 00tr't8rt "0.. (j Bar, E.~ 5 - fIIo. 8 F.lJr. SlQrn. 8ar. 'SpQGod " ~ Crrtur. 9:XfI ~, [xa!If;Ili/Qcl'- fR. sm.n " ,. fhhr -. Nt Bar. 'Irltft iC1 9<rd<:xd !fQd, D1rhd ~o.r. ~ '.Cr Ert<<idfJd 1ft k:cor~ 'tift" T trJ SkItJ Rdrl CTOO/ftfrl Ddal sro,.." I./ndqr C{if~ COfl6frud((){'f Jartl, 51rJti No..J If J.E~ M /lio..fJ Bar. IN 110.. 6 F.lJr. kfU'td iI<rh:i. CfxrIn>; WI/:JIJ HookfJd. Pf<i-{Jp HGH J. iI<rIrH lop rw. , W/>4 ft1f be If fJJ6f-{~ or ;r9Ol6f ~(11. T1rtt ~~ ~ f. (or ~8Ot:11i1 ~ rrod In Ifw ~ riOfN-. Fr~ afl(J Ii(}/) ~n>;' '7'e to ~ rmfflJd 'tItfett fop I' u(,$j ~ I J1,rdf(){'f ()U. F rrJ1fJfJ6 Wt t:4 oojl.JlJfJd WI"ft frOlff anti to tilx C>>JI~ If tJrfa. Non-Skf<l s.rr (](>> '6 llx, NI N'0IIId flfNi [(](/I fHner SolI OtrttJrfi Mis fIIo. '1 1. r~ crd noor tJdi ~ crd ~r('rrfMB'trr. (01' ~~ rI ~on. rro cn1 "<<IT ~ for T)J;le J crItI ~ be ~ (}Qu , lJnn/aCrrarit all 'JfIII{JFrw r" AST JI. C..qS r <<xo ... I ~ be 1/* kI u.u ~ em. I <XtI ~l' /I - ()tlft(Tfl1tll pnt)/W"- -.f~ rlt;Jrrtt ~ _<.rd.,. ~ ~d ~'9 f'rtlOltlAJrfl ror ". r~ ~ fT~ ~rqge fTOIUIt. lilJ~j ~f Ili!-); J Fsh~t ~dUh .. ~~ r. />(JIf9t lift GrM <<l I;rd 00 >r ~ 'llire fqJrlJ. rtItfw i7eOdfII or d~~.~ lie 1/_ all .....".,. /Ide ~Jr4M lfJ. SlW f rI So So 51ndtre ~ ~ J W ~ tq lie 1/_ lit (#t/~Od .fI(tft ~ IrH /opt T'tcM t t.l."! & ~ rr4 .u '7fII ~ ~ 01' ftrd10tt ~ IIWJn ~. ~ lit ". ti<IW 01' rifw ~_ ~tItJII. ~ ~ rype J.M. /J ... lie I.IIifIII rll ,*,},riaf" ~ an rrltlt r)<tlll6 , . ! or (J'}' iIIUt tltIf-. I,.,. um.. ~. tIr1tttt rlt ". (I/(rW or dfr ~ ~~ ~ ~ ~ -. be ,f/Ithd ~ ~~ lIr ". EIl<1fW1t1T r" rrQer 19 'rnlllde 0Irr<<7f_ ~ ,.,. ~ r;oI, crd ..... __ plpt!J& r. ~ 'Mfert JQ fwd' ... Clt!/dfr~ ~(ed.~ r..u, ii, ffre ~ crd IJ<i'- DIU ItIq/ be ~ Jtffll ilrri'it nbidtlltlf'fr (IT ptrfptrrri f'IIi~~ lrt ar>>rdrrt.e 'fII'/ffllfw rW~OI''CfJIIIfft N>lII ~ iJIllJfr 'fWx1r 'kri'it [rd [~~ FTI~ ~II~ In U9J ry !O ~~ HOl1t. For r r() W fjffi., SkN. irlc'1M Ito.lD. ~ J ~ S. TOP Vlt}/I REINFORCEIJENT P/...;W --v ~ Fry yq. ~ ex~. ;> -L IU For r;, ,. f,(a. rOP VIEN is. All coroqr, 10 ~ Ioc; 'NfJided 10 frat1l8/6 ~ IlYrrj part$ or "rUfJd ri lI'IrrJ part. 'rtfItf'I ~ (trifi ~~ (10 I:A.JI'(>>6 ~ rrtnJd ~.l PLAN ~ IS !i 1-0 H i<.. <4 i ~I ~ J3l4.. ~ ~.4~ .t I. ~ 'tItI1t.,., """ I~ _" lie rhcJ.tId '01' n~lIft" dlJ1ll~ rI IJ"ftd d~f!Q94 ~-<7 ., ~ l~k- ~~h;al ~~ ..ru. 4'.(,J. fJ {J. r <r ex t]. SECTION riPE 7-( (TRAFFIC) ( 11-20 ) WEI(;'1fT OF CASTING5 I. P 7. TtrJ lJZ Ib.Ctk~ I. ''''' r~ fIX ai' (:r/J(((JJ$ dettj" frQ1'ft$6 ilrl$fTo I'ypt). r,.. 18~ fa ~ II ffrJ r~~ (or al (:rf,((~ /if)6C (rGll'l86 (l'IIXt-frriffc ry~ TtfcJ.llI)$.(f StTlJdl,y. '/I<:6J ~; I. Ml fI'fItII bon ffr1/I ~ lllri_ CSJtfJT "".. ~f1e ~l1orlltltf'd fiIetII r" ~ /fn.I1:JIs'W .tUJ lie ~ ,1ft",.. ~ l4 txr ~<l/fIttw~ ~ OOTfrflla. e4 fJor6 Q I~ (Jr. '" /J.if't~6.. rrIA C ryPl tr letS LU. ~ T,. OOT"*,, fr/kh IiIottft <Tt ~ r" ~ 1IrV.Jlr_ iJfi1IId wtMI iJ'roJ<.r rrWIT~ rN I~ ffnd. rr4 (JS/lld lIl'l '"'"' '01/tf11 r~ ,1_ r.lffli rr4 lrid Ifrod. F !l1tJ1. ~U be rnIrW I" tfw ,.,.,., fItd ~ /foe M, fJ rrw ~ 1Mtd ..ntft ". i<II.. A 6u. ClXa'lIe iJ ~ /$Itj S'~ M:U f. -----.. IJ~ LU. -]~ -~ ~ ~ ;... r;'l Z' Ra~ iJ !J6prOliSiQd kkrtlfTf;dfart MJm/q I 'rff. ) OOrTOIJ VIEW . L r-1;- .~r~~ ~J Y it' SECTION _~' CalER FOR ALL FRAMES ~ Q h.. 'l'~~ :~ ~ ~ ~~ ~~ ~ Jil, ~~~~ PUN rr(:4 fIr 98 ~. 2J 2 I.M. (). ""'" /1rwit..rl.., or ~ rap. tivllIe 1<<}J'fd ~ ~ _ "- .. hi_ 110. ZO. COIfJT CAST IRON FRAMES 't. U7'lf/T rhJn fC#IW ri"<rttkld .ntr -.1-. aNfI\hd ~ rIrt ~. rUfott ."t-w, 'I'eI1lt 1I'tr. f/(II rd r>>J. aT IrcrCS1e ". _ f1y ~ lIIllrtf ~ II<Z.. 5ln'l i<lgtIf (1'(16 6fr:if be '(I'T( IihId i rw iJ{I<JIff(XQ IJ1f'II9 ffre /Jttp.Ttnrl. U7W /III'e'nh A r.rlr. I,,'IYrd r~ Nlw'rtdt fj ..nt. wmu~" ~ ". Wrrw. T/'(. rwn ~. 19 (t(. Itwtv rrIy. SECTION TYPE 8 MANHOLES ~ ALTERNATE 8 Y'~ 9.9 11. Far ~ rN Nnflott 110I rop..for (,_ 'Toft ~..""".ror ~ Nril. _ /nIeIt .. erj. STRUCTURE TOPS ( r.1ax ~ ZJf I rWt$ ry~ (j'-~LC. (~ III~L (liB) ~ (/,I8J-S- 5 '{ A B C D E. H ! j"-~ /JIVou Clfr:rw( ~ sro." Q1 PkY\6 nll}'l '-4: ~.J-,& ~..~ ~ -=n:.,~r Ha'r1/1 n>; . fbrq U CA!JT IRaI GIVJ [ ~ P!RllfTT[D ~ (/loUr rrPE D iJ.J .. d (j ;;:~ ~:;n rrpJ E 4' - f:r . r ryp" C Z' - Cl Ty~ D 3'., ry~ E j' - Cl ,..--r::ryl;rrn ~(1 r-L. ~ kJ '/, VJ L l/ HAlF SECTION CAST IRON GRATE5 /Ife. 4 !hr. e fr Ora. 220 ilJ 2JO- ZJJ 232 {g x ffh.J.rfPl rr Ttrood6d 5/rr:ioit [~ ~ Cdd 5M ~ - 8'- Ir 110. 4 97. e Ir C1n. ro 1'wo-Tt(rri. W<l1 Tt(~6 '*hi W~ /tItry~ G ~~ I. 6ptUffoo,II'tJ rMn..tldf.rUs, W<JbfrY aM cad sIU, ~(t.I ga/vafz64 fn f./IXt:rrJorGe w(ff't tfrl s(J6(fffOftrxv (ry tfrl "lis. COli! If ~ txi1 iYJJ rTart to be 1rdJ<i6d It? ttrJ CHtrrn IJI'if (:rICtl (or IrN,. TYPE C l:I SECTION TYPE C ~o..t. ~,.9It 2J5 LM. 5EC7ION TYPE D ~ 1IWtrf.A Npe SIze I ~ - ~ \ff,ft . l~ f'fpe # - ~ '1IdI. J(1 f'f pe l.JJ F G If I' ~-JI I - t!i' . <'<J<t ~UI .. I ~ 0" - Cl UNIX' ClI'rJr.K( Ii. ~ en PfaM Er- Ir Ir- ~ 1i4xI_ f'r.. Slze I l" . (7 'IhII - Ilr Npe Y-f N -UN.. I #'41 1 r;.. : HI · ... .1 EYE BOLT MD CflAJN FOR LOCKING GfiATES TO INLETS liNE OF MINIMUM EXCAVATION FOR WN-L CONSTRUCTION (DRIP UNE) TOPSOIL 8/CKFILL DRIP liNE-~ : 5' IIIN. I.... I , I I I 5' AlIN. TILE DRIVN 3a UIN. TJ1PER WAlL ~. PER FT. NEW GRNJE GRAVEL FILL IF WAlL IS MORE THAN 2' HIGH TREE WALL DET AIL NOTE, I. ROOTS PENETRATING BEYOND THE W~ WCATION SHOULD BE BRIDGED ~ ~ <1) ~ "'- "> ::::::: ::) > ~ ~ c: ~ Q. 2..A DESIGN OF A RETNNING TREE WAlL IS REQUIRED IF THE TREE WN..L HEIGHT IS GREATER THM 2. FEET. V) ~ C) ~ ~ ~ DRIP liNE -.-Jr-.- S'IIIN.- Z- X 4' BOARDS AITJ1CHED TO POSTS rrYPJ GROUND ~ DRIP liNE ~ X ~ POST AROUND ENTIRE DRIP UNE OF EXIST. TREES TO BE SAVED AS-BUILT REQUIREMENTS ~ V} ~ V) :) > ~ > <> TREE I. storm Dro/nof}6 o. Top 81fNaflon of 8l1ch manhole 'roms and COler/grate as well as 011 oIhBr s1rucfur6S (HeadWalls. Control Sfrucfur88. Walrs & SklmlT18rs,6foJ b.11MJrl (J/(Naflon rf oach 1100 onIor/ng and /8fNlng ooch structure./ncludlng underdroln pipes. o. klual grade or tis pipe b8/w68l1 tis structures. d.If'N6rls of 011 llltorOO End S8Cllons. PROTECTION DET AIL .4 /XJNELS - /2' W.II /oId& SttIdtJr~ EUrO/tt TYP'I J. N1. 8 ar/y: X. INtlIt IIo.zoo. STRUCTURE OOTTOM TYPE J FOR INLETS TYPE C.D & E ffi~,", 11~ er-(f 'I 11 ~1 .1; mm ~~ 1: }' 4 -r L-~__ ~!&. ~l fT'~ 1 TYPE H ~ lo( F,-,7 r--Y I~[sl- .-----=_l_~_--:_ I~~~~~I ~~;;~--- ') Lj----: --::---=---c:::::.- // - ----j--------=-. -,.-_::::::_-/- I I I II ~ ~ ~ ~ ~ ~ ~ /___ ~ ___i...__- - -:::'- f ----I --( I ~ "~ {-1 ~' -- '::: ~ - I ,/1 ~ ~fJd rr RiUld fHrw. f PII n - TYPE C S1rri<;t an ~ ~ ffrSfWv. En, 1/" , /J7rd. 'I. I Iw'u w", aJ u.. ~ --:::- /-- \ '\ 0/' \ I 1 / jii riPE D ':kTI_ 9:1. ~ ~ Nfa.J/,.9:I.1{><1l Emd. 'I. I .AwlII. 'No# ~ /JJ& ~rr- ;i ~ ~ls ~~ .L ~i liji t~~~ GENERAL NOTE5 L T,'" IrIfJ/. _ 14fl!ii. (ar ~. '7fII peSWtf<>> 01'''' rr4 01" ,. be t...t In aJldrt-. ~ rr4 IifW ~ did Ie r~rf(JM't InfrTc ~ I6i 01" rr# " be ()IQI:M 1ft rrwt Ujd" flY" .",.10:14.. PLM t. /r(~. ... /ttd " ~ritfld dtJIJrl. fMi4 lie ~ dfrAi ri-l.. tfw. dtJIrf. r. ~ protiett r~ WId lie oatrIIIruJfId ~ II.... ~ rrN. Inhd ..,m;ff ~ cJttor lotWW rrd rlt rr-.. ~,. ,.. ~ ti1IJaII M.'II rrrMITrdIM iiIfh. T,. rr-~ttdJe ~ fMXIflo:1ffl/f I. rd ~ Ie I<HI T~ 14. Sl" ___ lie ~ ~.".. ". f4tJ trtd. . tft1ttft _ ... GrrU .w.... WhlVt T t.S /M. .J. E./ltfIT I.X1W I~ or ww ~ ~ lie IJfIfIt Qlt I,.,.. wtmW iIdT IT4 lift rrifh 'fIlM IDt . frOMPf#e iJrfI. gw ~ ~ ~ lift rrifh ,,1It 1rMr~ iI<h w _ ltioh .,.,.... bIQI<h IrriY70 r. rrI1dPht. 'i/1rItt NIwnde IJ rh I. IIf:<<If fW !It ". fl/<7W.tIIIfw ". ... ral&f'd dI~ ~cet1 If,., (rirlxifon.". ~ aNI rf'ott ~ ~ be UIIiW.~ ~ IioM tiIfrUd'I ". pr1fo.W ~ fT- (J~' 21) Jl 1Jor. · 115 fbllI <<. ~ /fIIW1I,IJIe plpe.~ "- 01" for 0tnrfIw pipe. Nt>>'lW /irfIT /ttMt ".. ~ /llJli lie ~ far ". \ \ / \. I~~ frxf !olJ.. STfU:TURf5 UNUSS EXCWDCD fY SHaN. DETNL /Ife.~ ~. . I~ Cft.. i /s~ DRAiNAGE STRUCTURE IINERT t; So !l1IIP'Wd OOTrwr. '7fII tdvIW ~ QII'Q'ft ~ " lie clGWfrfIIt .r SECTION TYPE Ii & ~ " lie U6aI lift l/'Nt wti1ttU iii" <rri r,.,., ...mt _ - Ir~ fdiIe IiI<h lrl1 wIr1t4 cdW (or !It ". ~ IU rtlUtW ,. ~ ~rr:bIe ., rtJih. C'tIfII" lie ~ lit C>>rtrad 11'I fTloe fll IrNI. rJwtrrf. fIrWt n for 1d000'M1att cr+. r. rlWW'aX1It iii'" aaw/n.dfId !It ",;tiIf,., rri<t. tilf#1Ie {ld4 (or a6 ~ "~. " tIr# ~ ~ ~ 'or .~ ~ptJI(Inf rr4 (J'}' ryq,Pf/d ~".n.. ~ r g..q 1 ~ Ii<vd_ I'fpe SI~ J' . (7 YIc6I - l~ F'fptJ ,. . fI 'tIqJI . I . (fl pre. l - Xl F'fpe fbllI riPE II Curan SJoJb, SO iJ ~ iT"~, iI RlirflXwd 'tI/lff't WF 6K6 - {(1.4xWr.4 ~ A ~ DIIJEN5/0N5 MD OOAJITfTlES I /I Y' tXJM::.RETE SL 8 (r;y ) ~ 5OOi:X M; (9.lYOS. ) ~ 0 X A 8 C E F G SI~ ClaP" r~ am. /Ii 51'9'- IJaJlh rrf(l~ am. 51n>;~ ~ rrl(le am. ~ GfnJra /okh No.. J. Pf~ PlpIJ PfpIJ PfpIJ Pf{)IJ Pf~ Pf~ Pf~ Pf~ Pf~ PfpIJ Pf~ 56e SIrn 5 (f 6 "or ~;Sl1b ()nttlf,. Z'.r l.../f .MY 2.- sr- T~ -lo:r- {. 'J. I.l. I. !Z.l C 4 7 '4 Z. ] 2' . /'(J l., of 4 r l.. fJ .~ ~ f. tv. IJ.~ I JJ ~ Cd] 5 '2 5' 2, I J'-5" 6" J 15' 5_ J r 1 /j., ".. iz... . 15. I J'J 'i C '':J J 4 8 J, '7 ~-J" 'I ~ 5" , ~ 8' /0.'1' 4 ~ I l~ ~ f I.f " I J 5' -, '5' fr Il. ,.. 5. " 'f If I 'J. i. 3r . '1- 4 3 Z : f i' H ., ~- ~ IV I_J, I 5" I "fj IJ f 5 J .. S1~ "J" r IQ, f-~ It f4 ~ t.4 'IS I~ I i/ J Jl ~ ~ ~ ~ .~ I~ iZ' ~ ~ f6. r~r;; 1.4 -g II:. l. , 4 J ~ SJ ':J ~ If~ b2' ~ (f IJR 9 I+' J If 16 -,; II. 2 'J J + 55 4 I fl g-?::.... Jf II r /4.JY IU IS' J/ ')~ Iii. JIM I.~ I l.. J "I J, ~ 58 IJ '7' ~-(f in Il (J IW- -IIr.. 16' J. 7 m zr:. ~J({ I-~ 124 l!.~ J 'j ~~ ~ 5. 62. J i'J~ z-r 41.H Y1 ~ B' ~7 ~, {(f 'I, I, J IJ 7 J (J , C [J I J J Z9 --J{L- ~If- ~" ~JZ fH 5. 'I ~ , ',:,' It I .4 I C -8 c '5 JI B E --i7 y- j' f/U A r T. A If .,/ J' IJ.'K IL I f,:y J (.i rJ I. '/J J6 A is.4Z 6629 {X1rI/YIs!CX1S ~rllt&J 10 all"", U~ If 8' fifar,(J(yd ;:I~ ifr'tgrw. H 'i2.y I !S' 9. IS 'fJ fO.Jj" f4 I 1"9' I f Tl ~ 4 I I 3H -{' IIY 0 /Er II 0 /5' ~~ II q- I 2- I. J' '.J I. ~ 5 iJ ~ of6 0 /0..0 o mo LXrrtOOfirx'l6 ptrl'lW~ ro al(}# U~ If Il' ~d (I(J(I f6/'11Jf16.. 5kpJ ---1Z_ ~ J IJJr ~ .-l~ J' ~c..._ '.-"lffr- IJ I e. S' f I I ;, 4 :a 5J II.J' -6"V J I ,~J' ~ ~ffY- 1':. /4 2, B' I. I J ~ ') iI 56 6 0 C4Ta1X8 IiQO oIdl tJtJ ~ 10 (IY{1t tJrfd~ U0I6 (7~" rf ;:IpS S6It 6<<Jff;n !xI(),tI. ----; J- 1'-1;f J. I',q ~ 2137 "0- fT" J.. I. '..31 J, 4 'J 4-4 61 if - o. J. J j~~~ 2Jir 'I" JW gc If IJJ J4 (J I 1.5 ~, 5. fl 66 I (8 ,/-Z' J J ~6Z Z5J5' 2JD:r 'JJII ')~ III - ~JiJJYf J'f.13' I 1.3 5. ') T ~ ~ 69 a 'Z I(l - CI J!Y 'ZER 2fj.5'7 lJDJ' JJ{1 0/ 2f. <<J. I ZJ.l. 4/ 6..4 fl. " 52. 6- /4 a ~ri<;t a,-- ~ ><II N1aJfrrt {Jr_ I{ >> f or ~,., ~1'. ~ ~ ~~ l4j~ ~ ~ ~ i F".. ~ offNf. _Ittdtt/ll#a?:a. TOP VIEW - IJULTlPLE PIPE A .'" DONE is - /2' l.O.lI /2' O.c. (FOR CONNEcrlON SEE OErNL THIS SHEET) PIJW 4x-4/W4JCW4 WWF t=:y-- . T-r-r III. " oj - Ii """ c~".,. I ~ I br-:. I 1 ... Qlyr~l~~~~~-<~~ --~-- /~- L---- ~ /-. s'~ ~ /.~--- ~ ~Or~i "'~ ~ N'U'td aLf>iris __ . Ed~ rr Pf~ For ~ J %JfJ . . ~---/- \'\' ~ \1 r / .nI\V S1dfi aM ~odlt ~ SECTION A-A ..J!fTERED END SEcrlONt CONe.SPLASH PNJ_ b" ~"" ii END SECT/ON NORliN.. FaJrER re[ \ \ / " II/~ ::::_-~ . . J .s~ I 4 :11i!t$r I ro (j'1~ Far Pfpl!Jtl/fI kid Smcil$". Z ,I For PfWlS z.., /oM Lorr;rr. Z ,I /,I1ff}T I ro f['fpIJ" or Pfpl!Jtl Id kid 5nJil~ 111 For Pfp06 Z-I kid uxgtJr. ~ II!" o.c..J I .~ 00Iff.~ ~~~.5 :L. CONNECTION DETNL ~ '!i'S'Od PaId For AI PI (J(I Qh(rt -'t 5ECTlON Crra,sIJ SkJO. J' rr ':j Ttfct. iI RdMIXOOit Wit,., NF 6A6 - 'Nr.uwr.1.f ~ MITERED rop 'IIEN - SINGLE PIPE ffi MffERED END SEer/ON SPLASH PAD DE:rNL ~ CO t\l ~ ....... I\.. ()) " I\.. ~ C\J o Jl :BV1:J10 N ~ DESCRIPTiON BY DATE DATE CESCRIPTION DATE BY BY 02-07-97 SUB MITT At DATE WINTER SPRINGS FLORIDA DRAWN AJY DESCRIPTION BoWYER-SINGLETON &< Ass ((]) C IT ATE S~ liNe 0 R PO JR A T JE ]I]) AS ~TED o T'f OR C OVN T'f DE: SlGNE: D DYS Ct-IECl<EO l.;[j 1M2 J-!ltlIJ7 W.!J.D. TI.JS2 DRAINAGE DETAILS PAVING & SCtX.E FINAl /lPPRQ V fAt. PROJECT NO. 810 SE T INQINII'UNO · 'LANNING . 8UflVIYINO . IN\I'flON"!NTAL 520 SOUTH MAGNOLIA AVENUE : ORLANDO. FLORIDA 32801 407-843-5120 . FAX 407-649-8664 TUSCAWILLA TRftCT 15 - PARCEL 3 FilE NAUE TUS2PPO.OO2 D~S f1EV AS PER THE CITY OF WINTER SPf1INGS ,4S-BUl T SHEET 13 fY 15 lFEB 1 91997 (f) o a:: <( o z ~ (f) >- I- Z :J o U W ---l o Z - ~ w (f) I a:: w I- (f) <( ~ L_~_~........_~~.......;......t:_:"'~:"'''''~~~~~'' ~ r/'l U i: ~ <C ~ <-' o ~ ~ IU ~ IU ..oJ <-' ;Z <C i ~ A.,/.S.1. 316 ~ / SiAINLESS SiEEL v PRECAST CONCRETE RESTRAINTS~ ,,:.,'~'.' MANHOLE ENCASEMENT ~ .. ' WALL ~ -.J\r,... ,TEE OF vERTICAL ,1. GED ~ . 2 ~ \ r PIPE ELB AND .."..-, F...LEMAIN ) 1/2 PIPE :~... . ,. -6" MIN. SPOOL. 7/ /' i\ /:: () OIA. .L- ., ".. .. .... , ~ . X-.'< CONST. ~?Z; I. d ~/ ~:- TROUGH BRICK AND' / -..~ :~ ...--l ::: '-INFLUENT / :~: TO MATCH MOTAR DAM..../ .~.: :~. ..' PIPE ~ EXISTING INLET CONN. ':. ~~f.+-6-mln. _ ~ ~ FLOW AS REQIO---.._-( ~.~'.'I'-DROP PIPE {C/~ ~__"'L.1NE. MAN~OLE INV~_____~..IJ. .*'~ r-211 / . . .' . ~/" I . '.' ..'. ..... '. "''i- ? ., ....~.: :...~....~...::~.:: ~O.BENO . , ~.' ., . . . . . f ". F Pt<<.ASS L.HNG../ I SHELF TO BE INTEGRAL , WITH PRE-CAST BASE.~ FORCEMAIN CONNECTION DROP CONNECTION ftREC,UT - SiA1NLESS W~HOU; -r+- STEEL WALL ~ PIPE FIl.L ~~H ~;: C7LMP G"OUT ~ .}. 5TAH~L!SS ~< STEEL. BANO_____ - ~~ ---- r;J P V C Of' MANHOL.E INVERT7 a DIP l --:-~~r?~ .,. . .... f A[SILJENT ~~~'~~~~'~OR PRECAST _~~ MANHOLE V-WALL TRANSITE COLLAR ENCASE: DIN NON-SHRINK GROUT FLUSH WITH MANHOLE .:.~ '.' WALl..______ ~ ----.. PvC or MANHOL.E INVE~ DIP I ~.0 , .... .:. :~... ::: I r ~ TYP. CONNECTION ALT. CONNECTION NOT E S : I. ,.fHATRATIONS TO EXISTING MANHOLES SHALL BE CORE BORED. 2. ~OP CONNECTION SHALL BE REQUIRED WHENEVER AN IHtI'LUENT SEWER IS LOCATED TWO (2) OR MORE FEET A80V[ THE MAIN INVERT CHA~NIjtL. MANHOLE CONNECTION DETAILS SEM. co. 6- 90 TROWEL- FINISHED fl1 CONCRETE BENCHING t:=J WITH 3/4- PE:~.. ..: ;\ FOOT SLOPE. .' .. ~'. : .. I -- I --". ~ /-- ~ -,---..... + .........-- - T - ) ~.c - .l. ~_~; ~ ~ _-= -=lid SEE MAN HOLE r \ " .' ...' ':'0 CONNECTION . ''; : . '.',' DETAIL ". . '.', -- I . · ~. .9, I I I SLOPE CONCRETE BASE tg FLOW CHANNELS SHALL HAVE A MINIMUM SLOPE Of 0.30 FEET PER 100 FEET. NO STANDING WATE R WILL BE ALLOWED. FLOW CHANNEL DETAIL SEM. co. 2-89 SET TOP OF VALVE SOX TO FIN ISHED GRADE. I." DIAMETER OR lelot SQUARE CONCRETE COLLAR IN UNPAVED AREAS ONLY. !XTENSION STEM WITH 2- SQ, WRENCH NUT AND UPPER GUIDE REQUIRED FOR MORE THAN 4 I DEPTH. \ I \ :~O~~~ ALL "Y~)T~~.--.-~"''l~'0'''~'''\'l~' ~~ 'l~~ ~)'" ~"'" / '/ - ~, I 0......- SCREW TYPE ~ I ~ ADJUSTABLE > _ ~- VALVE BOX 0:: Z WITH CAST ~ IRON COVER. 8 .'2 ~ ~ BOX SHALL NOT REST ON VAl..VE OR PIPE AND SHALL BE CENTERED ON NUT. VALVE (TYPE AS SPECIFI ED) (4;\' I\T~ ~= =1 ~~~ "' ~ --... J: ... a. ~, .__A_ o +- ) " ~u'--' ..... NOTES:I.COVER TO BE MARKED WATER. SEWER I OR ~ 2. VALVES SHALL NOT BE LOCATED IN SiREET CURBS VALVE a VALVE BOX DETAIL SEM. co. S-90 4~. BEND-PVC r 6-~ - - . . C~~E1E ENCA.SEWt:HT 6"~. u.L AROONO ~ '~.' tl a . : ";-\ .-.~ I '" ~rA I -" . 6 - wtH all pve P1PE 4'- BEtJO-PVC ~.J .. . STANDARD CLEAN-OUT INSIDE WALL ~ : A_l RAM-NEK or .. EOOAL PLASTIC .. JOINT SEALER ~ ~ WITH PRO~~TECTIVE I- WRAPPER ~ REMOVED. ~ - --- OUTSIDE WALL PRE-PRIMED JOINT SURFACES ( T Y P. ) ~~.~~ ~~ ~ / ../, COMPt..ETED -, .. ~I JOINT- WITH .. "....- SQUEE ZE SQUEEZE-OUT\ - / -OUT .r:; I- ~ ~ i- -- -..Lv- ....... TYPICAL JOINT DETAIL Jt WATER LINE 31 mln'l '+ ~ SAND _ -::. .-;- ~ CUSHION . . I. .. .. .. 1 .: : ~ · e. . \: FULL ~ONCRETIEENCASEMENT - -0 _ _ 21.00_P.~1. .f..ONCRETE~_ _ L-J r s" P.v.C. PLUG . ~~~// ~~ ~~ /8- P.V.C. 90. ELL AND RISER ASSEMBLY (TO BE REMOVED WHEN CONNECTION IS MADE ), ~ v 68 O. D. PtPE 61 ..'......] . . ... . '. FULL ~;% ENCASEMENT .- J 0.0. ~SEWER LINE r4)' P1PE 6 FINISHED GRADE I \Jl - SEWER MAIN ~ NOTE: LAMPHOL!S ARE TO BE USED FOR SURVEY AND INS,.!:CTIOH OF SEWER STUB-OUTS WHERE PROPOSED EXTENSIONS ARE INDICATED. SEM. co. 2 - a 9 Al.T!~HAT[ ~A!.C.lST TO~$: I. ECCEwrRIC CONE 2.. Fl.A T 'l.A a TO P (6" MIN. ThICKNESS) 20 3/~" 111I6J- I.l~t- ~~ a.aQQall aa.aQIIQIICI SANITAfiY Sf'NfR ~ ~ : : : : : : : : ,:;) COVER TO HAVE NON- P€Nf:TRATING PICK ~ HOLES. ~ -.-~ St:T CO~ERS 'LUSH ~ f8AVf:O AREAS ............... AT EL!VATIONS ~ SHOWN IN 7J';;:..~~-,:",~ bY~~~~~I'/' UNPAVE:D AR[A~Y~~ ~'~$,~ ~~ 41 - 0" 7~4' 24" .~ . .~ 5 - "'-t\. en ~ 0:: ~ > 2714 361' ~AL CCMTIHG ~1It COUNTY , STANOAROS ~ JO I N T -------.. (TYP" , r a en-a -(w a: FRAME AND COVER TO BE TRAFFIC BfARING u.s. ~OUNDRY "227 OR ! QUAL. UANOARO COVEA ANO IlE'RAMf; Di;:TAII. NOTES: I. FRAME WEIGHT TO BE 22Q L.BS. Z. COVER WElGHT TO BE 170 L8S. 3. COVER TO BE MARKED: SANITARY SEWER 4. WEIGHTS TO 8E STA"'PED ON FRAME AND COVER. 5. fRAME AND COVER TO HAVE MACH INfO SURFACE S. I 1 I 'I ~1I ..~ 1.-'- ~CRETE ~ :~~'\~ FILL ~_~.~. ~I rD IKHC)1ING--- ~~. '~'. ....I~ _I- :'\ . '.. ". Fr: - - . - - - - ~-- I' nuft. ~__~~. COMPACTED GRAVEL OR , · CRUSHED STONE.J CAST-IN- PLACE IPflECAST CONC. BASE COHCRfTE BASE INTEGRAL WITH BOTTOM SANITARY MANHOLE 5- min. (/) w a: c( > - SANITARY MANHOLE SEM.CO.6-90 "~y~({~~ ~~~T~",,/ I ~0'~m ~~ ~,~' ,'" ,'~ ~ ~~~ ' ::.V kJ a 0...1 0::_ l&J<< enO~ :)ZlIJ ~c en Pft!CAST CONCRETE BA!f SECTION P\.ACED OVER EX ISTING S[W!A.~ ~VIO[ M'NIMUM 21 h Cl..!.AI'AHC! ~XISTING AROUND MAIN MAIN AND CUtOUT. e.~ .~_ (~..~ I '. ~a 'DanLI" .':.: .... r-'~: ,"",,~':Ja ~.;~ ~': . "'.\ .'. 1-......11III.. .....- ...~-'. .- ,"'....~ ~. 4 I - O. min. .. ~ r 51C ~IN It:!/ I NEW SEWER ~ (i BRICK RUBBLE BEDDED AND COVERED WITH GROUT SLOPED 3/41 PER FOOT.- \ FILL VOID ~, I. ALL OPENINGS SHALL BE SEALED WITH A WATERPROOF EXPANDING GROU1: 2. ~E~~E~~~\~ G P ~AA~~O T~N gl~~'!~~A~N~'1,C~L"oNw CHA~f:L GROUTED. 3. SEE SAHITArrf MANHOLE PLATE FOR FRAME AND COVER SPECJF1CATIOHS. C 13 NEW MANHOLE OVER EXISTING MAIN SEM. co. 6 -90 AS-BUILT REQUIREMENTS SanItary Sf1.Ner a. Top e/~atlon of ooch manhole frame & ewer. b.lmert of each lIne enterIng and leavIng each manhole/structure. c.Length of each run of maIn between manholes rCenter to Center). d. Actual grade of pIpe between manholes. e. Locate all servIce wyes from dONnstream manhole wIth depth at lot lIne & distance from maIn lIne. JANUARY /993 NOTE: ALL CONSTRUCTION AND MATERIAL MUST CONFORM TO SEMINOLE COUNTY I STANDARDS AND SPECIFICATIONS. I 10' - 0- SEWER LINE WATER LINE 101.0. SEM. co. 2-89 CONCRETE ENCASEMENT SEM. co. 6 - 90 LAMPHOLE DETAIL \XI5TING F1NI5H!D GRADE ;; T'fPICAL IoAANHOLE FRAM~ AND COVER r ~.. MAX. GROUT '0'~~~,.?,')(.. '1 -,"-y ~.. .""~~~>-"~ ~~~'''~~ ~ '.' .J-:.=-- 24- ,..' . .'. ~~~~~ ~ E - 'j, -~~ ~"~" ..." Pnc.MOLD D PLASTIC .:' ~~~ :.. ...---- 2- COMBINATION VACUUM JOINT FILLER ___~ r:=l---i............-1~ RELEASE VALVE. P1PEPLUG\TYP.l ___,.... ~ .~2.PORTWITH 2- NIPPLE ___ ~- I no ~~ THREADED PLUG. Z. BALL OR t"t:~ r ____~- FITTINGS AND PIPE FOR PLUG VALVE ~. . ~ :.' A.R.V. SHALl. BE BRASS. ~~;H ~~ ~~ROUIR~O. :::~~.m/?~~~\fI"~~ ~~ nS- .' 1.0. PREC.lST .~:... ~~O~~.,.-< ~,,:':',~-o MANHOLE. ,,' ..!!: ~tf'..~ ~. . y ~~'~'>Q~T~~~o 0 \~~,~}~~~S. "- a.x 16 - REINFORCED BEOOI~ ROCK CONCRETE FOOTING STAINLESS STEEL SERVICE SADDLE TYPICAL DETAIL "~~"'~~~!');:3J-~ ~.~V/~~~~~ .. .... .... " ~ ", ~~ :. . , ----- .:. .. ::V~ROUT ~~ c w ~. ~h~"'ll 2..90- !:LL. :' ~.. ~ 2- BRASS PIP! "r"'lNG5 AND ~.. ~n.eh ~ ~ ~I:' .....11 '~~:";i r -.. ~ PIPtNQ f"OR A.A.". !\ '" 5 HALL BE BRASS. · 'T ~.r -. v ..., lPooi';"'" ..~ ~ ~ 2" UNIONJ 2" CORP. STOP-"'"'~ OFFSET INSTALLATION ~ 2- NIPPLE - 2--90- !:LL. -- ~AIN AIR/VACUUM RELEASE DETAILS SEM. co. 2 - 89 R/W I~ R/W AS REO' O. AS REOJ D. - - .- 6- 4~. BEND~1tf I ) -~ ~ '~~ t P.V.C. PLUGSJA Fl] ~~C.PLUG ~ 0II::::='"" ~...... ~ -. SEWER MAIN ~ nl.:l ~1l,. SIZE VARI ES - ld ., 6- SERVICE 6- x~. x 4"~ CAP LATERAL DOUBLE WYE /8// l~lNISHED GRADE 1 R~W", AT PROPERTY LINE R0 ~ CAP ~~.~ ~W T I. I .:--- TERMINAL DEPT H ~~ij} L 18" ~ AS REQUIRED FOR I I IHOUSE- SERVICE ,I II ~ (3'mln.-TYPL ~ CAP_I'Tttrb ~ I ~"'WYE. WYE ~ ~ ~TO.JtTE 30- ':;:J(~~ ~~~OPE. TO TERMINAL SEWER ~I DEPTH AT 1.00% mln MAIN (TYP.)' SINGLE DOUBLE "HOUSE- · CONNECTION NOTE:I AS PER SEM. CO. WATER AND SEWER GUIDELJNES ? r//c /YA%/NV'~-I 06'/77// A;r T/'/e //OV66r . C::A/6"eAt ,PO/#/ or- CON#eC7/0# /5 /yj{:J' rez~ Iyl BRANCH WIGI SPUR 8- 4~. BEND -.... SANITARY SEWER SERVICE CONNECT1ON SEM. co. 2-89 FIELD: DRAWN BY: CHECKED BY: /-(..;'77- C/ ,-7 DATE /~~C)(:5~h /4~ r15:e ;?S- v:""--~r)/ ~,c;/;> t /7""'~/? Gff;;:t{;-S L- ~/\-15 STEEL CASING PIPE~" 1 "T --:. ..L I 90. I ~ ' ~. ~ ," STAINLESS STEEL t ~I ~? /~ BANDING IRON \TJi "-~~; WOOD SKIDS -...c ___ _ " --- -- I FINISH~ GRADE *~~ "~'4/ "'/-0"//,.,>>"m/~ ," ,~ ~____STEEL CASING PIPE - 3ft' MIN. COVER ,...--.-- { -(I~_ /'~ --16.~ / if' -e: CONCRETE MORTAR FILLING 80TH ENDS. ~ ~SIHL Rft./'. .4 8.41'15 "'t.L SEE N<01f5. ...oo-w (1ol1H. Z. ~ TR,ENCH ClfAA"'NCE ' in ~' '..fl- eTj;jifj '/' !.R~ P',p() / II /; -~'*'~ - ,....H. WO") ~i~: ......1/.. .~J~ir ~~~ Elhrl .l: SHRIN<J Ij~~tl InPI Ill}, '. Pl,H[ (T'O'I ~~ r ~~L~iE~Ctl.()\MG "Y'~7 I , ' ~ ,L""" ~T Hl oi r c (." -:J / ''"'' .." ......... , " 1l ~ ' '.~\.~ ~ft#l ilL =X~I.sH SCI.:CtAf) .~ UJ - - if- - - - \ol[CKANIC.4L JOINT AR(A reA P\.~ NUSt: lit: ~/..}'; ,,:;;:o..-VJ.' CAP O~ PlU4 , ," ~~,j.," t CROSS WITH PLUQ I I . P.... C . - S H T R E ~ H Of U Il , - S CCI'.'E~ 'OA PIPE !I(OOI~<1 R(OiJIR E loll ~ TS ~Of'fHT ().5 Ki:O'OI ISTLfiet:D SOL (T ~~ 'T~~' ~1 ~~~ i"~~(j<iE OF OTH ~ CAOSSCt./T r",,",!. ~;'IKi' :: i.~I~ · FIT~IN~"1r 1<'\ '\~KR aUXl< l.'.f A~U () tl eCI1C1H T[ I lii't- Thi1u5T BlO{:(J A.R (A r OR T ([ I ')-')/"~~4-~!.-,;~ '" -.. ~ to. .... A~(A fM l((- ,;:'l;' /. ,oy ~.'....~ ~/- - t ,.l~ ~ffif7 -E t-J=:3 ~~', .... f'~' . 'I' YT,- . :oj. fOR p,-l)(] E W ITIi PLUG TEE T'rPIC~L SEe TIO~~ AA rOR OlGlHE BE NO CeNCAITE T1'Au~T . -~' 'CO"""'-~" ;i! IJNOlST~8(D if .: '% EQG( 0' WA1lRUt." RI-...."".::-,. ~ . TR(~(H j)...,j'lr' .- IT1Pl _oc.o r~~ OOAi><oY"~l '~-4 ;/; !ll.HlH() Il(lL ~At.L '1 . I~T lHTERfEi'l[ < litH H hlN T t T'l P 1 .r~Ai><(A fOA 4~' 8(~O .d;.' ,,/;, '~,j-\/~ . . . f -E ~ l3-- ~~,~ ~~~~ HRUST AND RESTRAINT I T '-1 R to' T at o{: ( BE'" R IIN ... R I ... S S t10l L L 8 I P OJ RED "'4 AI IJ t-I 0 t S T U R 8 I D UATE~IAL *HE~I TR(l;eH UlL HAS SUfi DISTURBED E ATE ALL lODSE WUfRI"'L AI;O tllT(~D TO IJ~OlsrURl3fO UATfRIAL 2 ~HE/ojO IHf<UH noel< "JlL U~I)TH 0' "TTIMOS PUT 1I0ARD I ROMT ~~IR~,uTa :l('~~:[ POUAI~'3 eOt-lCR(T[ ....-"HTI 'fi"'LL ~OT Sf CO'.ffU , FliJljljH IHOelllki) fC/H.S SIULL BI USfD "'lOHiJ SIOf' 0' HHI' 5l0CIU 4 111FC'JST Hoell' SHALL III USED IH C014811;AflCH AS REQ D, fO SUIT TI1E SPECifiC flTT~ ARfUkOEI4(I;T. ' 5 ALI(RM.HI CISII)k(D RfSTfUlklNa sua..., SHALL' PRO'f'IOEO ~1U( sr"'/,CARO THRUST 1!l0CKINCJ IS ,",OT SUIUILf, IDA SOIL 8(ARI~1) CAP"'CIT1 I' lE" 1HAH 2,000 ~S ~ OR PIP , IS. OR liR(AH" . "'lL *000 eloell'lCa SHALL H PRES TRfATfO .ITH PfllURYATI....t T TI\I~IjST eLO'_K ...kO ~EST~AIt-IIH' itfR "'MO "Af[~ 1otA1~ S~li(Wl(S S/'iAlL ~t. cU"Pt t IfD 111' 1H( E~OI R 3A5(D 0/4 ALL 0('10'4 CO",S!D(RATIOl<l' IIHlIJDI/ol'1 eUT liOT liltllT TO 111[ f'04-LO.wI/ol<1' PIPf T 1PI SOll 8('ARlkli (....P...Clf f, S'JIl TfPf ' PHi IJ~ CO'f'!R I[ST PRISSURI l'A'I'I~<] CO/10ITt!;"". SAf( Tf CTCR ' , BENDS AAU "OR P\.OO 1 W'tE ,'':J':,~~'lJ ' ~UfOR TU ~"')~':;P:'!1'1 ~'/" l ~4 / AMol 'Q~ P\.OO · (V- ~(A 'OR P\.oo . };' ~. '_.~~~. :. .~,Q !LOO.'I<l~ -EII~ 'J: AUO rtP. fOA ~ ('I. 'I '.. · . INONIOlJAL p\.ue ~ .' ~d,,4 , I t~' . All ..AIER TEE 'NlTti ENO PLU<;i CROSS WITH TWO PLUGS . *llL UAI4 Ii' P lOGO ,.OR POUIIL( '.AT[~ us[ . ~rttl "1.f<(,l~~1 H,~ CIAO I,"',.~ S4VolL el ClTER",,':!) IIf EkG\MHR THRUST BLOCK DETAILS "OT!S: WlC/IlI: ~ACTICAL. INSTA!.L. prULL LENGTH ..lOINTS WITrt TAL NU~8!R 0' JOINTS Q"EATr,. THAN TAIILE AND 'OR TH! TOTAL. !QUIYAL.EN !NaTH ,.! QUlIU: O. 1. ~(/IlI TWO OR ~OAE ,.ITTINOS AA! TOOITH!R USI 'ITTIN HICH Yl!L.OS '''IATlaT NU~l!e:R 0' Ae:STRAIN!O JOINTS. 3. CO/'CT"ACTO" 'HALL. SUI!~IT prOR A!YIIW AND COMMINT, D,.AWINOS .. R!STRAIN!O ..OINT tUTEM. ENOINlfR APPRO"EO SHOP ORAWINOS TO u; SUe~ITTI TO THE COO,..T'T. UWC02-n I, 4. TH"UST ILOCI( AND ArST'UINING S!W!,. AND WATER WAIN SCH!DUL!S SHA ! CO"'~I"ED 8'1' THI!: ENGINEER, 8ASED ON ALL. OESIQN CONSID!RATIOHS INCLUOIN UT HOT L.IMITED TO THe "0L.L.OW1NO I PIP! TYPE, SOIL 8!ARINa CAPACITY, SOIL. TYP ~TH 0' CO"!R, T!ST PRESSURE. LAYINO CONDITIONS, SA...lTY 'ACTOR. I- STAINLESS STEEL BANDING IRON . ~CHEDULE ~CEAD M~w THRUST 8 ~eE DIMENSIONS 1'~C:' ABC '- '- , " '- \.. j NOnl THRUST I~K AREAS COMPUTED ONAA.5IS 0' Las. n.R SQ\{T. SOIL. RESIST~CI jLAAlNG II ,000 ~IN.l SCHEDtJLE ~R THRUST .tLOCK AREAS FITTINGS \. PIP&' SIZE (INCHES) \4 C/ 8 10 1'2.. Clce f ENO (Sa. F1:l 'cz. /4 7 10.'2. 14.c., ~~. I€NO ()O.FTf ,,,- 'Z:~ 3.~ .,.(, ~ c 2 'I - B ~ SQ. F T.l o. 7\. ,. 'Z. '2. 7.. ~ .a- Il 1/4 B€NC (SO. FT) 0/'5"'. ~ I I. c;, 2.\ T[f: u.o PLuG (sa. FT.) / '2.. 'G '1 10.'2. 14. (p DESIGN PRES~E(P.S.l~ "- / \,":>0 ISo' 150 l'So lc.;o NOT!: THR\JST ~O;:t'f!AS Cae..PUTI~8:~IS Of' L8..12.0/ I PI" so. n: '01 -\"'NO CAPACITY. MINIMVf.A LENGiH OF RESTRAIN'i:O PiPE TO BE I~TALLED ON EACH SIDE OP\. FITTING ~ITTING~/ PIPE: SIZE (I~:-HESl . 'f '\ 9<)- B~O ". ~~. .ENO ,~ //2. BEND '\. I !I1/4- SEND ~ D1 ANCH OR TEE """ 'OEAD ENDS ." o RESTRAINT 7 - TIE RODS Afiro O'A.j{O. / I / / / <:> "--USE 4-4'x4"x41 PRESSURE TREATED WOOD SKIDS NOTCHED FOR S. S. BAN D. BEY E L LEADING EDGE. NOTES I. CASING TO EXTEND 41 MIN. EACH SIDE OF PAVEMENT. FOR CASING SIZES SEE SECTION JnI 2.CARR1ER PiPE SHALL HAVE RESTRAINED JOINTS UNLESS OTHERWI~E WAIVED BY THE MANAGER DEPENDING ON LENGTH OF CASING BORING a JACKING DETAIL SEM. co. 2 - 89 1!4 '~"',.;,\ (sa: NOT!; I) ~;~,~.t;,yr ':I~ J....~ CDhilP-.cTlO"'~ tl - t..... COMPACTED S ! L ! C T" ~ a"'CK F ILL "ATI~M. ~' I!c ~- I "- 8 c/", S,lt' (&" MIN.I :~ Z ~;:~~. ~~.{~INJ j ~.~41~. ..,~:. r ~o.I:TI: ~~(ri\~-\~'l~-CONCRET!: IC/1---J 1~,".\\ ~ JJ-I7~lff~ ae/2 "1.':"1"\l&--l-# ~,.., ~r le/4 ~ ..... .~. ~ _I... Be/4 (4" WItt,)-----:.--. .'. ~.. -, ., .(, (4" M...) ~/ll'" ,. (/>'/~ ~DISTVRB~D le/4 l." 1iM'4.) SOIL. ~~ MLL. I COMP~TfD C;~ULM f 8fOOlNG MATERIAL. .......~T[ C~ADLE _. CCNCR~TE ARCH_ EMCASEMfNT CLASS .A.. BEDDING - SPEC IAL CONDtTIONS .- .J ~ ;J~ I!d :. ~~~V'.........~ 1SEE NOTt I) ff.....~'~... a:E~ ~.j ~ ,~CO~P~T[D z ~~ #",," ~ ~ BA KILL ~.~ ~ I ~ "...--COMPACTED "" oCc ....~ ~", SELEC T ~ :~~ ~% ~ ~~ MATERIAL. g ~~ :p j/~ ~,~~ ;!; ~~~[j~"~;;- 8c/2 ~DtST~IIW~.~ ' SEE NoTl!: 2 SOIL. !fl ., I ~ "',................ ""'1 ~!.L L.. COMPAC"T~O GRANULAA 0.. Ie IT'OTAt.1 8l0DING l4AiERI~ NO......oll. T"IIIICH ~A~UUR aE:DDING - - CLASS 'B- BEDDING -NORMAL CONDITIONS ... COM~ED BACK prILL THI' PORT10N TO Sf OR OTH!R 'INISH,~ CUT AND A!MO"!O !CRf!NED pl'INISH, ' I 6,6.&16 W.w.'- ~ \ AS "'""'7/;-:,,~ . "'\"" -:. ' r;:.v.t).~ REQUIRED"/ ''"'\ <t , \. I ~... ~ ' ~ ," IoIlN. r--;/..t'1~2' t ~ 'tW ../ ~ - aRACJNQ co.. PtoCn.O aAO< fl L.t.. I , .- .., SP!CIf'lED 'OA ./T~ -.... 6EDOINQ T'lPE - ~ ~ - .....-: ~ ~.....- 'HEET1~ PIPE SELL If ~ ~ ? ~ I ~ ~ IS!E NOTE I) PROT!Cil"E ~NCR!:T( SL.A8 1 SHEE.,.ED TRENCH T ~ ~URFACE REPLACEMENT TO BE CONSISTENT WITH EXISTING MATERIAL AND OF !QUAL THICKNESS BUT IN NO CASE LESS THAN 2- TOTAL ASPHALT "'" TrilCKNESS TRENCH WIDTH {Wl + 4' EXIST. ASPHALTIC T- jSURFACE ~EPLACEMENT1 CONCRETE SURFACE f ':'.1: ~;(/!'~2T.~.(1'2.r'M"I-~{r(Z~ ..;.........::), . ~ /' ."....j. 'r. ',-, ~~ . ',", .';.C.j;!>< ~ J.S' {W} " I.S' "- REPLACEMENT BASE TRENCH MATERIAL TO BE '",t, WIDTH L1MEROCK. OR PUG MIX. ~I {'r--J~. 12":r~~......,ti'Wt[12. - UTILITY PIPE lVARIES SPECIAL DETAIL BEDDING AND TRENCHING NOTES I. Sc. PIPE: 0.0. ac:l . TAENCH WIDTH AT TOP orr "IP[ MAX. 1Ic:l . lie -+ 24 Of ""N . I! c . M A X. D I ~ . 0 ... I! ! L. L. -;0 IJ" ( U ~ S H ! E: T I 0 TRENCH) MAX DIM. orr I!fL.L + 12""H!!"ED TR!NCHI a. DEPTH ""OR "'!MOVAL 0" UN'UITASL! MATERIA4. SHALL. B! AS REQUIR!D TO REACH SUIT.t.8L.E prOUNDATION P"OR NON - CU SHIONI NG MATER IAL, DEPTH SHALL. II! S" I!!LOW 1!0TiOM Opl' UiII.IT"t 3.. SH!ETING 'HALL. I!! ORI"EN 8!LOW THE UTILITY I NV ERT IpI' REQUI R ED ""OR LATERA!. SUPPQRT OR UNSU~TAaLf MATEAIAL. R!MOYAL WHERE DRIV!N BELOW PIPE INVERT, 'HEETING SHAL.L. eE CUT OFpi' A WINIMUhiI QpI' 12" ABOve: TOP orr ~I PE:, OA HIGHER A3 AUTHOR I ZE 0 !,.,.. THe: fNQINEER, AND L.E(I'T IN PL"\C~ IN NO CAS! SHAL.L. SHEETING LEpI'T IN ~'-ACE EXiENO HiGHER THAN 30" BEL.Ow SURFACE GRADE UNLESS SPEClpI'\CALL'1 APPRO"!o.. BRACINeJ S~LL. BE PROVIDED AS REQUIRED. ~ ~ROT!CTI"E: CONCR!T!: SL,.\83 AR! RE~IAED W HENE V!:R OE:PTH OF CO,,! R IS L.ESS THAN 3~ ,. e.ACl<pI'ILL. TO IIf COMPACTED TO 98./. Of:NSIrt' 011' AASHTO TI80 ,,",OOIFlED PROCTOR IN AREAS TO BE PA'WEO AJiD ~ 0/0 IN OTHERS. - TRENCH WALL SURFACE JOINT TO BE MECHANICALLY SAW CUT. NOTES: I. BACKFILL SHALL BE PLACED IN 6- LAYERS FROM BENEATH THE HAUNCHES OF THE PIPE TO THE BASE AND COMPACTED TO 98 e:. DENSITY PER AASHTO T - 180 MoolFIED PROCTER 2. BASE MATERIALS TO BE PLACED IN TWO OR THREE LAYERS ROLLED AND TAMPED TO ABOVE SPECIFIED DENSITY. PIPE BEDDING a TRENCHING DETAILS SEM. co. 6 -90 bowyer-- singleton (i USSCKlutes i' . (_~ ( ,r;f ) if' f\ r f C ) CONSULTING ENGINEERING. PLANNING' LANa SU~RYI ~~~ . < '.'" '. ,\ :'.f', f . l ~-<L:\r-.<: ' , _ H [i:~ 2~3lj , / ~--I.I ~_ .. "" j ol c r '. ,~T"T ~ eJ-/;r&J AM BY DESCRIPTION DESIGNED BY: 2MB BCALE: N.T. S. REVISION STANDARD ROADWAY OPEN CUT OETAIL SEM. co. a-90 SEMINOLE COUNTY FLORIDA SANITARY DETAILS TUSCA~'iLLA - TRACT 15 .. C LU < ( "'f'1S-1- \r r:: 0 J d k1<- ,t DATE: OCT. 1996 /y! /5' TUS2 ..JOB NO. SHEET OF en o a: <( o z ~ en >- I- Z :.:) o u w -' o z - ~ w en a: w I- en <( ~ SE,I.A. co. 6-'3C 1.L1MIT USE OF JUMPER CONNECTION TO PROTECT THE EXISTING ACTIVE MAINS FROM BACKFLOVI CONTAMINATION DURING FILLING .FLUSHING AND TESTING OF THE NEVI MAIN PRIOR TO FINAL F.D,E.P CLEARANCE. 2. CONTRACTOR TO USE IN ACCORDANCE 'tilTH SEMINOLE COUNTY REGULATIONS. 3. JUMPER CONNECTION GATE VALVE SHALL BE CLOSED DURING PRESSURE TESTING. SET TOP OF VALVE BOX TO FINISHED GRAOE.7 I." DIAMETER OR IS14 SQUARE CONCRETE COLLAR IN UNPAVED AREAS ONLY. \ / / \ #4 BAR ALL '... t II ~ AROUND '-Y'i) "'''%~~'.--''~F*=i~.t:l~:>~'0)'~Y/~ ~ / I ~),",,'~ (l: ~, 1 ij ~ SCREW TYPE <t i ~ ADJUSTABLE > _ '-"-1 VALVE BOX ~ z WITH CAST > ~ I RON COVER. 8 . .-- DOUBLE CHECK BACKFLOW PREvENTION ASSEMALY /I SCH. 40 GALVANIZED ~ L, PIPE a FITTINGS. If if"" PROVI D E TEMPORARY -- ~~: SUPPORTS AS REQUIRED. . ru c~f J -. r-IZ. TO 30" I ABOVE t GRADE 28 SOR9 POLY r2.'ISDR9 POLY Il~~~v 2." CORP. STOP ~ DOUBLE STRAP SADDLE 1 r 2" CORP. STOP ~~~~INL~NE~ .~tq ~ r=-WATER~INE ~ TIE -IN VALVE ~UST BE CLOSED AND REMAIN LOCKED. CCUNTY TO PROYIDE LCCKING MECHAJiISM. VALVE WILL BE OPERATED BY COUNTY PERSONNEL ONLY. '~ I ~~ I~i TEMPORARY JUMPER CONNECTION EXTENSION STEM 'WITH 28 50. WRENCH NUT AND UPPER GUIDE REOUIRED FOR MORE THAN 4 I DEPTH. BOX SHALL NOT REST ON ~~ VALVE OR PIPE AN 0 SHALL ~ BE CENTERED ON NUT. ~ I ~ ~ VALVE (TYPE AS SPECIFIED) ~ I.. '-HI-~ u.. <J) o ~ ~I a. : ~ , ( ( .... (I -u- " NOTES:/,COVER TO BE MARKED WATER, SEWER 1 OR~ 2.. VALVES 9HALL NOT BE LOCATED IN STREET CURBS VALVE a VALVE BOX DETAIL SEM CQ 5-90 - LIJ~ H"'Z"'RO :;~;.';",i~:~", \~Ia~ ~~:'~~;~D~:~:::~\:::I~I: AND ~ I T TI~O~ ~,__ D' .I~ I: ',',,--- I U~\OH l~, fd \J~IC~ \I ( T r ~ Il O. ..." 0 LID "-, "" Tr) ., '(T 'L\J'I~ WITH ""',,,,J "MltH(O '~"'O('l ~, ;--...... 0 \ .. " t-.- r "'-.J !l=\ \ ~;'.,~ ',...../' - --:-;." ~r). r ':"I,H'C "'!lOY!: I 'IR...O'-/ eo''!. I r~-_~r 1;'fl' ~~;<' "''',,,C',(';/ ~. c=J J E;.;W rCC,L_J C'J'HI 'TO'" ~' ILOC"II,<] TT"'(I 11/2.0'2. ~ ~(H" "--~0"9 pOI_t -------- 0')" '" , TrjP ----, lIfUUl ......I~\ ---- OOIJIlL( 'T~AF" !ADOL( NOT E S: I.A pOtITI"': OlfLf<:TlIlIC ~C~I<gTIOH 'HALL Ill: ~AC[ I!l(T~(fH ALl.. lJ"'U...MIZfO ...,,0 I!l~A" CC~POl<OH~ 2 IRR:r,"'TIG~ J.\ETER~ REQIJIRE A prJ.:S~URE IM.IJIJ'A BnE~KEn !. IoI(HlIl 'HALL ef '''~''''LlfD efT"'((H ,'C(..ALI( AMD CUR!Il AHD 1M HO c..a.H '''''''ll IT !Ilf IM,T"'LlfO IH 'iDI!A'ALIl: 0" OTI"R ~"'VD AR(A, . u,t Pl>'J,/(1lI ~1J1T(1) TO a..t,1! ""H( R''''L'. "I<I~H ....ITH 2 r;QATS ''J''(H QI1[(H t'T[~ICI1 (f<...J,/[L I 1/2 II a 2 It W AT E R MET ERa BACK FLOW PREVENTER H'" U) ~-10 'EV,P'C;:IARY ;I_!,IPI:.R :E'~c , "IE"A,POR.A~( ~'T..Y:PEP CC'~'.f~"'--=,'.J.-: ~~.-:. r:.~~ AT' ,:.u.. ':':"1',~r::~C~~5 ~:~""",~E'~ E.X,ST,~~G;"C"" ..E. l,A"E~ '/;.. ;.~,c;, ;.-::;r:~r~('"_~-:-__ ',E,', l,A"E::t l/':','~ '~?::;r,j\EI/E'.T-:; :=. .......~..E).4I;.,.;. :,;. ;';",r '~'~,:I~ "'1', r".r',rNI/~,~. "',.~ ~:,}~".l='" ,;'t ,";' .,. ," '1/;...'J.1ti j.1/() '_C-~-:'E~ (f ~ ;~ ~ .'..~ r I,') '<~ ~;. 2 rr-.E CETAIL ,.:.aC..E ,S:":; S~ ,..~E= ~r_~;; '__ 'j~.) ;..~;( ',E!.. .\;....E~ IlJ. ~~ SF ;'J.j~ j'lE F~C~-A EXIST ,~~":; ~:::".E ",~...::.;.; 'll-'.5 ,:o',=, ~"_~ ~LI..<':r' '~':; -'..;; ',EN 'IA,~.S 'J? ...~~. D~AME~ER 2 ~ '::;:'5 .~ '..l.~',') .r:_~.c,T,( ;";~ r:S~ ;;I..'_~ ',G aAC:E,R. :-::_S'G C;.l !AM?'lES FPSI...A ;','0' ',El.... ,',;.'EP 'lA ~~ '~,~ ;"'d 3'ZE "'r--~ .L........~E.~ C:"',',E="',C'~ Sf--o..A.LL 8E V."',~~T.40, ~.E~ !-,f~~... ~F""'r:.:::;J F LL.,~.JG ~ "Sf-' ~(G TESTI~S A.~,G ~I~.,~.F~C"" S'~ .( OF Tf-4E ....E.'"" 'AA~' r-'.A'S =EE"-l ':1....<..':ES5Fj'_:".( r~":',Ap'~E"'E~ A~(D CLEAP.A!i'CE ~C~ ....:E FRC~ THE FlCR,CA ~EP~R;!.~E,,'~""~F E~'l" p(j)~'~E,~~TA~ i:;S;E:;7,C~1 lCE.?) A~~D OThER PERT,~,E~H AG:.I'<<: ES r<AS 3EE.', ~ECE,',ED :-hE ,I_!,IPER <:OmECT 0, SiV<ll. ALSO BE USED TO VA'HAN A 'AkMl,M PRESS'..:RE C, 20 PSI ,N n<E '.EN 5 MAl,," ALL ThE f!,lE A,TE.R O'S~,FECTCN A~W '~"T L :;.<E FCE? CLVoFAI.cE lE1":E;:I IS CBTA,NED ACEQI..:ATE 'i1R'~ST BL0CK"IG ANo..CR PESTP.A,NTS Si-VU. BE PRO',!:)ED TEMP'CRA,R'Lt ~S PEQUPED P;;E ,1.,'10 FTT"GS 'JSEO FCR CGN',EC;,,'K; ThE NEN P'PE TO ;hE E..,ST NG ?;;E Sr<.ALc BE D,SNFECTED ;;o'CR '0 r-,STAllAT:GN ,N ACCCPCA'.CE .vm, AN,'.A <:55\ 'n2 EJIT CN Th S '~;:p ',G SLEE..e MID ;,-E E,(TER,CR CF Tc,E 'AA,,'< 'S "E ',,;;PEC S;-;'" 6E :;;$,'.F,,:;''':'' 6" ~ SPRAYiNG OR SN,lBBNG PE.R SECT,CN CF .I:;:.;' <:55' ',n ~~. f..p r _ . r..r' ~.I'J "'f'~~ . r " .:..!~::.. ;.r-,",." (_',,~';' ~..~ i /.. ,~ . ' .. '-,', I F c) .~ : f-<E 'I".~~ c.f...Jtf'-;.:;;.' "'r,~ '>'A,-... ,l.,n ',';.,.. '"., ...r'I.~"-,'.",';:;.A" 'lr:; .,.........r ~..J;: G'=.I...-8'l5 ~"~'_" :l.:.r_",~_,........., ;':-:.~ ,Er,," '"'j '.:E (.~ .-<~-; ~:~~', .;:'"J.f'j ""/0.':, '~sr.....(.[) IIC/~.1Jt(~ ''':'~:'E;:'';:''7' "'~E "'l..,.~E '~-F \~;<j";,,~_:,T S', fJUPT,15 ;:;~':'I~,~E:J"'S F'_',_:'5r~.... I,E': ~-,P ~;;,=-jt..E;::,l ",-'j.'~~. 'J -=.. ':'1.,.lE..~~ "f-<E ~ E .H 1.t'~L'.E. Si-".).L.o.. ::e.V.A',j C'-~':SEC':. ).I~C ~r";'_.. 2E. ....':.r:..EC; .~ n"'E -=:"G~EG ;:;r:<<;ITC.~,j 64' -\-E 'JT'lIr" CCVP....( ',.E. E '. ..., ,E :'-;'ll ~Ell"', -C,.<::-EJ C~G',E:J J"T L r.-.:E .".EN s,srEI~ ....,AS ~.E~"'" CLE).;:(E=:' ~:~ ....':E 3T ~CEP "~D ,ALL 'J"'HE.::l P~R""" ~,E},jT "GENe ES _pr~.'; ;::E ~~;J'" '-J ":_LA;"'-').'lr~ ; ;::J ,~_~ ,~"...... :::-'f;) A'le J.L:.. ,..."'...p....~~ ;;~~T hE.n J...~E.','--:: E<"", ...._.:~~..~.&c ~F ~ ........:. =E-l,V. ,E ....;...E .E'.lP(..P)~l" ~'L'~PE~ S:~.'~E~'" ...~ ~~:;... r--' ..-~. :Or --:...CSED .J.}....D ~L._~":,E: ,^,""'H 2" ~~;.s~ ;;~ ) FL'~S"'<'<G C, 'Q' !)'.AME'ER "'<'J lARGER ,\... ,,'-l '.'.A '.5 'lA y 33 ~'C'.E ThE "E.,N 'AL',E '~NDER .E.'<l' CCNTROLlE:J ='.C'~C,',5 Thl! ~OLl081..G PR0CEDI_RES $,...ALL 3E FC'lLO",EJ ,1..._ ':::"~___..:.~ ..... ':",:" ',~;' '..~',:", .; '.'.PC::;A,~. _,~t.'.;E;::l ::'.'~EC;,C., A','-=':'S~~<..':..J::':"~"_;::'_'\;;"'-'~'~". . -c: f FT;,'~(;S ,J..~,E ="'r: SrVlLLBE i,.... E Q:.:,;,)":., ~ a _ ....r .... F ..." t _ _ .~ . :;.:. A THE TI!.,N 'Al.,ES S,...ALl 3! CPER.ATE'J MO 'PE5S~:<E.TUTEO ,1'1 ~"'E PRESE.N<CE OF ThE l!';lury '=O!,lP"-~l'MD E~.<)V,EER TO ',ER,"-t ,'.ATER T:Grn/'!SS PR:OR ~O TEN .Al,ES ....'"..CH AR! '.OT .'.ATERTGHT ~.All8E REP'\...4.CED O~ A "co\' ''''L\E'<ST'''l~E!) !,I'AEr:LATEcY "'D..;.ACE~T TO """E LEAK:NG VAL"!: " The T'EW"CPA.Rl' .".W'ER '::I'./,EC; CN ::;""~L 3E CCNSTRvCED "-5 ~T"':LED Th~ ;I.MPER CCI'.'''E'C'CN SH.All 8E .SED ~O Fll rHE "EN .\'A T!R \IAN ",,'~ FOR 'RC\i'i::,~<C .'.A' ER FOR ~CTER,oLOG:CAl SAM?~ NG 0' TI,c "e.'YIdA,N AS RE;'_:RED '8Y 'C,! 'r:E.P 'E.~.\\IT nu-$MtNG s.r.All \<0 f 8E ~ T' E. W' T E!J DC R,N(J P€.....K ::e. \IA,',{) K'<.. R5 .:, The V"IST'NG "'A'ER \1.<'.,.1'<5 ~LL 0C\\"'5'R~...1.l .....,'.E5 ,,, P,E "E.\ 5''>':\1 \ll.'S' 8e :..E" .'RCR ~l) C'r"~':1'x\.i r~'e "e.'-4 \.ol,:.."e ;>~"'~'ce ,.,,-~ ....'"'-' \.,,-\,,('I"~"'~ rht, "~f5Sl~e ",T qlf: .. C .'-.j ~.)::\jr ThE '''\l!:bI.R'I! '., "'t e\ :>',,~ \IA,." \I'1.S~ ......" .'i<'\.'i> ~El,'\" J~ ",( 'i r. . ...,,\t ::':"l~ ~t ,'i>t...t", .. 'E.\ ",;<!',-5 ,\,,~, !N:>llR.""; ~ "t<t~SllRC .'~\,'" ......~..:>S "'C . ......~ j ",\\.~'':i c;.~t.~n::oo( '~""''' '..' "'S:.1 ... ~' t ~ j ~ .a \"..c r-c ...... \.-<l",\f $.t\4.~~ '1-t ,,,,':'-t...' ~'......\~t'~"'I~, '-",c I. ~ l ''l ':\,\\.a;".I...,",\ .......'\1.. '\, ~....."-l ::t41.1.".:j AS-BUILT REOIJIREMENTS ... ~ Water System a. Actual /enqtns of' pipe bet-Noon brancros and vaNes In too run. b. Locate with measurements from {XYf77()oont. visible objects all flttllY,Js/ aCC8Ssorles not vIsIble from too surfaoo. c. Usf' too depths or tro lInes at all voNes, flttln<)s. and fIre h;drants. TO MEET ENV!RCN~ENTAL SE RVICES S TANCARDS I TO MEET PUBLIC SAFE TY STANOAR1JS ..... I I i os a Y GATE VALVES r-"'I n R r;~ t ~AI 12- to 308 -r-..__ ABOVE -BY-PASS GRADE I DOUBLE , CHECK L'v/~)~/~,,/~ l~' ..,'~.I I ~~~~-< BY - PASS LINE 4 , r.<'" ~ WITH WATER METER ^~;~ /. ~ "/'/ ': ,,': . ...o ~ b r j L IU PROVIDE SUPPORT FOR 3- AND LARGER i1ESTRAlNED I~~ECHANICAL JOINT FIT TINGS AND PIPE NGTES' I, ALL PIPE AND F'i'7'TiNGS ABOvE ~RASE SHA...,- BE ~LANGE E~1DS. 2.. BY-PASSI.AETER ASSEI.ABLY '..OT REQUIRo C~~ ~C~~iTOREJ Flr~SPRINKLER '::;~07'E':7",C"1 SYS;EI~S DOUBLE DETECTOR CHECK ASSEMBLY SEM, ::C 6- ~o rc ... .... ~ .===~~ / _~J ~ -.... .......... ........ .......... .. ~.... ~ ...,...__....... 'll~_ \... tit Q&,SS CORPORA nON STOP t 4 X 3/" CURB Si()P YfllH METER COUPIJN(; (LC1~KINO TYPE)_", " T1E SERVlCE ",-,,,, P-'! iO ~x" BOA~D " ~ RIGHt OF' 'iii I WAY U~E Ill,.. 0-- .J~~~ lOOt or ~~-- PAV(aAINT BACK or ,\-eURB ~+J'JI' ,'~~~~~~~~~~~~~%~~~i~~// /~~:~~~~ #.---l. ..., ,-, , ~ , ...... '.J L .,,-_ .'W1Il'_ _~,~ - "",. rill .--.... ". i YO..A... ....... ~ ~.,..,. ,. . ~';/. 8WS ~,p ", /'V"'V"Y""'-" ,...v-v~" ~r~ATlON ~""'-,_" f-~. WATER SERVl'CE UNL: ) .. '\, t" A31M 02H1 fEl!~S lUBIIW -~.{.,~~_r~ ,. ~~~~~~~II<<,J ~ .flIW]J: ............~..-..... "...... ~" ~; t.4ETER ~ ~ET!R lOX 'URHtS:,UO 9'1 THE (:lTY OF' WIH'TER 8Plw~as POTABLE SINGLE WATER SERVICE LINE ~ STlUIOHT U BP'AHCH a: CURS SlOP A~'I~~aUES Wlnl 7 1/t' SPACINQ - . \ YFt:~~ · -== =n:~:t::~Jil I CUR8 S',IOPI \11TH / utlU (:OU"U~\Q -.I LO(j(IHO npt '- M .... ...._______._....... . lr . --- -.... -- -.... ,,- . --- '=..,w 9R.'t CORPOIlA'lON Slap ~ E~lW -~", "'-tj II '11 ~ SERVICE r- 1'(1 2X4 BOARD \~I'~HT Cff 'NI~'f U~Ik: EDOE Of" PAV[WEtfT BACK 0' -CURl ---........... .... ~..:.,.uL. F ,~~~~~~~~~~~~~~~~~~~~~~~~,.;I/~~~~i~~>~x" ----l- .: ',,~, ~'/ . --- --... ._-----::::::::~ ~.... _ .,......... .II ~ ~~~ ,7 , ", ',,- "-',. IjRAaS I:ORPORATlON : IT 0$' '""', I~~r~~ ~ -_.f!- WATtR SERVICE UNt ~,)L \.. 1. ASTW 027.51 P(~l"OI'TU81NQ \~~\...,~AJ- o,(S -45" ~AX _"~ "t. mU:lJ.E liQTES: ~EiER ~ ~ETER BOX nJR~ISHEC\ BY THE ern' or WINTER SPRINGS POTABLE DOUBLE WATER SERVICE LINE .../ 1,,\1 U lift 'r /993 NOTE: ALL CONSTRUCTION MUST CONFORM TO SEMINOLE COUNTY ST ANDARDS AND SPECIFICATIONS. AND MATERIAL ( 11! ST""'O"'RD I I ( C 1'-1 C C Ol l A R 111 I I UI1IP"'HD AREA5 I I I Ol1l I' :lU:. lll;...Rlf5 r If' ~~,[__\,1\t"r,"\/t::::" m 1 ' 'f,'j"))'~T" \;\:~(+ "'J)~ f-.Ill I, l, ~.7 _ ~ lu, u1. 'Ill! 't ~ -' ~".".. I " I I I I 1 I l}J ~ ill ~r~ffiJ~l;MdS~COlf) 1,-- - i~l)).~ --- "~7 ~ ~'"'' CO"",", \ ,eeo, '-., - e"'LL '....La' E XIS fl'<li ....TEIll WAI'" PLAN DRE5HIll COUPll1Q J OS !!IT GlIiT( ""'L'<'lSJ "" "'" ; :~; ,,; ~"~~ ~; :5 ;"~ \" i ~rp.,~~g, ~g~, ~' ;~ "" )!f ;:~~\~LL"'i _ _ J-( _ - _ ~ ~i ( ( H _ I -- iO. ![I1D ( '-IT..! \ II 1 . u. ~"", . J ~~,. _ ~ .'," (. ,r T Il t I R C'I't PIP l '\ .. t-.. D.lI C T I L ( I ~ ') '" I l F }, t~ ~ S ' , ( 1{..~. r~r1 ;~'11I}. i:'. B[~D ~ CO<1C1'I[ T( PIPE SUPPOAT! "O"IHMo ~ ~~ -- - ( r J{ i_JJ~J Lr~'i \. D ~W..JIR[('! / j>< ) ~O~_ ~ I MESTR"'I'<fD JOI/>415 RE,TA"",<fD JOIf<TS I , DISTINCl "''''lfA ......IH SECT~ -r: I, ';, .""~",, '"L r\ ""''' ~. ",'" .,['{\~~I~,?t~{g~ I'~ J~:(t,L:. ~ J~ qk, '~'\ jP!~~{" ~;:;:f-! ... ~ 1 *'Dllil C>lOSSCUT - r "~-(I (C<...l G' .' ~ /". ('!~ x :;\~;:~;t "'L {. t- ~.l.'LII<D II:I~~C~, ~-- If ,I ',; f"J'(I~'j!..t..,-,/!Jtf<<f' :i. ~ i J _ _ PUlE (np'l~~ ~- -. -fiE ;;;OS<JiCtl-<:JM ~~"., ~ V\ , L~~;"'\~E';}L K~_C_\6 l.liiJt' tuk~ t~~~rs ~ UJ ~' \ . I r f N'J, T hR u, r !ll Q{: "" " r. LI~.--< [...(50 f'TI ".." ~1 _" _ I.l[CHAf<IC"'l JOIHT ...RElIi f~ "'-ur..; ~'_N'-'HH "1'< If<'.''SE T ['t. }'~ ~~",....,/~ r- c...p C~ Pl'_I.J TI,"'!ST Bl ,1.1I; R_OS 11 ~ ';,! ~II< \... CROSS NITli PLI~G I 1/2" Pole / -t- ].:C',tA ;\~~ :~;~C~E6ZI::~L5 - REQUIR["[f<T5 \J.A..rlt... f::..R GfJ"([ Ij# 8( NO rTf-'IC~L StCri\~N ,\D MA/~~ THRUSf :dW RESfRAllH [Jsr i1/ 00- - n__ .... . ------ ~~~~~~:'~"~hviK::' t-/, ~~"F( c: IT, . H '. 5 r 3l]l ~ d [ ... A : M J ... R [ ASS ,q L L 8 E Ol; R [D ... GAl f< S T L M D 1ST ,_ R 8 [ 0 J ... . T I f 1 L.lAT[,~I"'l ."[,,,[ TR[f<CH .....LL H"'S B[[M STURB[O [lCC"'YAr[ ...lL .. lC,)Sf .....HRI...L "''00 OITff<D TO Uf<OISrURtl[ IoI...HRi"'l '-, .. '-"- 0 f.- R ~ Be ol.H 0 I ' t~T'-."''' 1. (lCrENO THRusr SL,jCI'l f'1.Jll lEMi.irH Of' FITTIM" PUT 80"'~D 111 FRUI<lT !iE.',.!<O 'llcL $.HtL /; C F n 'J 'J ~ EF", R E P r: I, A I .. ,] : c i'1 C R [ T E ....., .. I S S 11A. II 0 T 8 E C C. E R (D !St '<<.J T .Ii T [ R F [ ~ E <: TI:RUST 8lJC,," "'ITH A:l..T ITIPI I i1.J-<(... .CR ~~. 8f '<0 .>-L~'~ L.':'" L,.. :~~ t~~--'" . ~--i ~lU--t - - . "'X. - '''~T:--~,. ,"i- . '" "" /, /, " ~,," 1. ~: <-~ - " "':;.i;~~' ~ ~;t:l',\ '. ," - 'I L l!:~- ~-. /' ~~3 7'~''''''.;t1~. ~..~'\ " ". :(>/" / YT. 7~~,;, /"'RE'" fC~ PLuG "'AE" f'::,A T[[/ ~"; ,'-/./~h , _ ..'L' _ E · :=1f. ~,.,., e"'r.---': ~! TEE WITH PLUG TEE "I" E 3 ""' J I, 'i B l 'J C ~ I ".] F r H 14 S 5 H " L l i3 [ 'J H c) 4L C /1] S I 0 f, 0 T H R IJ , T 8 l 'J C "" 5 ~ rl,~IJST ~lGL~' SH"'LL BE I.J';[O ,fO cL'.Ii3I"~fil_/oj A5 AE'~UI ,[0 SuIT T"E SPECIFIC FITT,/+G ...RAAliG[l,j[NT ' ~ At T[R~"'rE CES:,J"l[D RESTIH,f<ll<j S,ST[I,U SH"'lL Sf PROVID[O fRI: SfA,i'1C"'RD THi'l'.JST alOCI(I"Q IS HOT SUIT"'!L[ Af.D/C~ SOIL S[ARI C1~"':ITr 15 L[S' fHA~ 2"JCO i>, F C~ PIPf' IS IS" C~ 3R["'Tf~ . "'l L . C IJ 0 B l I) C "" I M '4 ~ H ... L L 6 E PH [ 5 ! '.1 R [ T R E ... r f 0 .. I I Ii P R [ Sf ~ ','" I I ',I [ l T "... U S r 3 t J '" I( ... "0 R [ , T R ... II< I H 'J Sf.. [~ A i'1 0 .. Af [~ l.U 111 S C H [ C.J L f' S H'" II df "'~l ~ TEe! Sf IHf UnIHEE~ a"'S[D C~ All Ct31G!ol CONSIGf~ATION' I .. '- I, G i fO j 3 iJ r .. 0 T 1I U I T[ 0 TO ii' E: foX. l 0 .. I W] , PIP f T f P f, SOl L S{... R I .. i] L . ~ AC I T T, S ,; Il r Ti' E, C ( P T Ii 'J f '~GH ~, l[ S r P R [ S S I.., ~ [ , l A I' I I< () ': (N 0 I I I'," S, SAFE T T f... ere R ~:J:;:~--;~" - , fA FeA HE ~~. I __ ." r".--- ~[A FOA PLU'J t- ;-.' ~ -- . ,~- "000 !lLiXlIl Nil ~ f1 (npl / ~ ' ~Q'.,. BD ~ AJ<L4 reA ?'lLr. -] WiE ~~~~.~7\ ,~~frq./~' ~.lR(A m,. P'\.U'l E_ ;j~I . I ~ - "'1.5<) TI'P fOR . 'u I~IOVAL P'\.Ui] /1':<1' ~J .. ~' : f 5 Al l . lIi 1 E ~ l I .. [, *1 L L B [ ... fl .. S f l '. 'j ,) f '. fl ? Ij TA 3l [ .... Tf~ IJ S E E!!.__ i END PLUG CFW~~ ~!IlL T'<!Q"pLU<l~ ; STEfl KtU"KLtI.4oi..r Fe+-! C["'U ""..... S".LL BE CETER....ifD B1 (~'~.....H~ .3- AND LARGER MASTER METER 8 BACKFLOW PREVENTER M CJ T f ~ I ... l l PI f[ ... I~ [ r I T T I'. G S ... e c, " f c'" A[ [ S, I. l l e [ f l " '" G E f '< CJ S ( "'ll ~:ff A", fIIT,'oGS BElr... GRlIiC'f <"1"'ll IH ""<:I1"'I<',C"'l ~E51RAi'd[' !"If f/,['5 eACHlC'''' f<E:"",Hfl.lfl<lS LC* H"'Z"'RD ((1'\.,8,f CHEll( HIC." H"'ZAH[ AEDUCll, .'RESSlIHf of"ICf ~ P "'1" 1 AS 'f ~ ~,T .. I T H R [U C" [E P p, J,/ E R ..... c\ "" I S '1 .. IT'" ? U. ... T S ,.-I f l H E ~ T ;) H Et... E I Tf A , i oH t '0... lo/ [ c BACK OF' PAVE...,:N1 RI~Cl.AIMEO WA'r!:R M~IN ,...-'~ .)if/ 'i" SINI3L1~ [f :iERVIC'~ IJ~IE .~" -........ ~ ~..4""-........... .......... "'-- '~ \~~i~ COFi~I~~~~'N UTOP ~Eit~ HOX TO St SUPF'LJEO 9'( CIT'T' -E:-" Jtmr-,--~~=~-...I ~""~~H RJ>.WI,. Oft etcK Or 51IJEW'~U .PJAM WAJ~A!N l' ~IN r DEPTH OF CO~'ER /1 r SWEWAU< :#EOGE O.,i~ PAVE:l~[NT /1 METElt llOX 'fO BE BACK or CL ~8 / / L 1 '-0" , . / SUPPLIED B~ CITY '/!f- .~ ~IN L ./ ~ , :. --~~~ / t~~ .~,~ ~. -"~r..~ --]~~$~~~W~~ -- ,~'~~"': ~ .~~ -1~' b:~ ~ (; T" STNGi! Ih ~ : SE~[ UNE '/-: L _ ASn.~7~7 pt ~8 "~"'1:11 ~~frj><J ~ ~~::::::::: / /.r--- STO - ....~.__...~.._. ~7 I~. (), v. . - .,....1<-'7 \" CUM STOP ~/~. FONO C0t.4PRESION BY FlMAI.! '14 'e w:~ U~I<ING WINO S1'~"OEO rf I "P ~CljJ~ED WATER'" . \\ r- J~ROFJ~ .lli:LIai ,. Wrr!R ao~x IHSTJJ.l!(l 8'f ~[ C:jTY OF' WIN1 ER SFRIH(~S RECLAI MED WATER SINGLE SERVICE CONNECTION BACK OF PA"E~[NT ~ [T[F~ fWX 1'0 BE ~ECI.A,:I.4e:D WATtR ~UPPUEO If{ CITY ----7 7t DOuau: --" ~_.~v/-- r ~. !ERYlC[ UNE " ./r'S: ::: \ ~~;1 ---"~,rrr('7 ~~~ .. ------'.'4 I \ '^- \ '}f CORPORATliJN ~ ~ 0.... '- STOP ~ '-rt ':::::: ~ J MIN ..---/ ''''-...-- ~f'~OE~~~':K ,f.1A~ w'&JlrT AIN l' lAIN ;' DI:P'~ OF' COvtR ///-" SH>f:WAU< rEOOE 0; PAV[WEH1. Hrn:~ BOX TO ec: /' S.CK or CUf'!J9 / / 11-(/ :5UP ~U~D BY C ny /.- ~ r '" / ---, ----1 /- // ./~,' . ~:.:J1~'~''''.'..'..11. r;~,j~.LJ..i....,J..C~:::: '-*', I/'~~~J' I" ~ l'n/l>//~/A~~ 'F/, .,/ / ~~.,,""~ ~..W.'w~~"~""'::~;(".~ ~ 1 ~~.~ -. ~ b . y r- slI~oJ '0';1 ~i ' I Sl Met UN [ ----. .I ~ i1'--~'" I ASTW 02737 ftt3~ ...: ---::::::::::7''''' , A. '~ ~lt. A I ~:;::;-i" ---~ -- ' , .......:;;~ ~o;. ~:.:.::~ ~/"~,o.w, J '--...._, I- CU'~B !-iOFI \:"OF(O C1'14PRE!SION gy FE~E '-..IiH LO<:l<INO WING STAMPED .' RECUI":~H WA1E~ ~- Ui"L ~~ I ~.l1. t ,PJ~mJ.J~ l!QIES~ 1. W mR 80X INST.4LUO SlY THE CITY Of WINT[R :i~RI~IOS ? 7/.fe /770-Y//77(//j'7 d~/rll, {J;t' ~~ hOe/Se M~r~/ ?(o/hl 0/ Ct:7..1"~c1iol7 /S ~ye r~el RECLAIIMED WATER DOUBLE SERVICE CONNECTION FIELD DRAWN BY Sf... CO, iO THRUST BL / SCHEDULE uOEAO M~.J THRUST a REsftAINT ~I,i~ DIME NSIONS T)! RODS RE,:) 0 (!~5l ABC D / DIA. NO, / / , " "- "- ~ "- " CK DETAILS HI"IC'J2~'1 MINI~M LENGTH OF RESTRAINED PiPE TO BE INS~LLED ON EACH SIDE OF FITT1NG ~ITTINGS ~ PIPE SIZE (INCHES) ~. BEND ~~. eENO 22 i/2. BEND II I/~. BEND BRANCH CR TEE OE:AO ENOS / / V ~iOn: THRUST eLOCI< ~RE~ CDMPUT!:D ON BASIS 0' L~S, ~ ~a ~T/Oll. RE,S15T.v-cCE ~INC; 12,000 '-IIN.J SCHEDULE~OR THRUST BLOCK AREAS FITTINGS / PIPE SiZE (INCHES i 4 0 B 10 1'2 9~!lENO(~F,,[) 2- 4 1 (0.'2. It6 ..~. j€N()fSO. FT) I ,., "g ;,(, 6 221/'...J!E.NO($C FTI 0.7 /,'2. 1.. 1..'1 4 I 1/ 4yaE: NO (SO F) 0, '5 O. '0 / I, -3 Z ' / TEV~O PLUC (sa FT) 1. 4 '7 10,'2. /4,lg IYSIGN PRfS~E(PS,Ll 150 /50 /'50 I?D /'<jOT!: THR'\JST eLCCI< AREAS C::MPUTE 0 ~ BA-'I' J' L6S (2.000 1o?i I/'(.) P!:" SQ FT. 5011.. BE....IIlIN(i CAP....CITy "'OT!:': ~1Il[ ~""CTiC""l.. INSTA!.l.. I"ULL LENGTH JOINTS." TOTAl... NUMB!:R 0' ';OINTS QfIIl[....T[~ THAN TA~L! AND 'OR THE TOT...l.. fCUlv... NT LtNQTH REQUIRED. 2 ~[IIl[ TWO OR loloOR[ 'ITTINGS ARE TOQETH!:R U'('I INiJ WHICH '1'IELD, '"[....TlIT NUMeER 0' RESTRAI~ED JOINTS. CO/'<jT~ACTOflll 3HALl.. ~ueloClT FOR REVIE',lt AND COMloCINT, DR INOS 'Oflll R!:~TRAINED ..OINT J'1'ST[/tl [NGINi:EA "'PPRovED SHOP DR"'WINQS TO af:'u ITTED TO THE ~~Tl. TH"U,T ILOCI< A"'D "ESTRAINING SEWEfIIl AND WAT[" "'AIN 'CH!:OUL SHALL BE CO 101 ~~ [ TED ! '1' THE E N GIN E E A !!A-' E 0 eN.... L L 0 E S I Q N C eNS I DE A .... T 1 ON , C L U 0 I N Q BUT "OT ,.11llITtp TO T~ 'OLLOWING: PIPE T'1'PE, SOIL IIEAA'NO CAPACITY, IL T'l'PE oc,.TH 0' 1.0..fA, n:ST PRESSURE, L.A'1'IN<J CONDITION', '''''ET'1' '....CTOR, . :3 . ~URFACE REPLACEMENT TO BE CONSISTENT WITH EXISTING MATERIAL AND OF EOUAL THICKNESS BUT IN NO CASE LESS THAN 2" TOTAL ASPHALT T11ICKNESS TRE;;CH WIDTH ~W) + 4' EXIST. ASPHALT1C T ---, /SU R F AC E REPLAC EME N r1 CONCRETE SURFACE " " I J ~. ~ i hl"'/ / ~...! 2 T '(12. M I N}' ,,",, /1. ~ ~' . I I .......ZZt: /: /~ /../' " " ~ I 1 I /~I I I.~' I ~W} I.S1 ;~ REPLACEMENT BASE ::I, I- .. r TRENCH MATERIAL TO BE -,." I WIDTH LIME ROCK. OR t PUG MIX. ,,' (l--j~ UTILITY 12" :~ 12' PIPE - L~ r--- / VARIES / TRENCH WALL I L SURFACE JOINT TO BE MECHANICALLY SAW CUT. CQMPtlCTED BA.CK"LL THI' PORTlON TO U: OR OruER f\NISH,~ CUT.u.tO R~""OVfO SCR~fNED FINISH\ l 616 -...., W.WI':::-\ \ AS ,/,::-~"\... ~ - 'I ~~V R!QUIRfO"/ '~'" '\ .... ; " I ~ :--T'~2' ~ 'to'" ~, 6 Io6IN.' ~ _ eRA~Na I. "'r~ COfoC~D 5ACXfI'lLl.. , ~ A' S~CIF'lED 'OR / ~ 8EDDING T"'rPE ----. ji "PE em ~ it! - SHEEn"" r:EJ (SlE NOTE II IItROT[CilV'E ~NCR!:Tf SLAS I SHEETED TRENCH_ .. i / ( ~ !. -i .~~~__~ (sa /'<jOT'! I) ~;;,~~,y, ~ 0 CO"'~ACT[D "/ t ~,. COMP;\CT~D S! L f: C T ,( 1 ~ eAC,I( F ILL. "ATIItl~ ~ ~ ~ I ~ lSe/" ~ I I J" l15"~'~.l :~ z ~I~ H ~~:~IN.l l V//I~~ s .'.. T CO"~ITI ~~~~\~~f-CONCRfT!: 1c/2 ~ ., .",\\ ~ Jf ;i,u~ ~ lSe /2 JI-S~,~~-,..,~r 8 1"- Ie /4 . ~. r lh e , .. l--- << · r;-: ~-' It ..,~, t,," MIN.) ("...... r ~/~ l";-~"-1.I10IST~!!tO le~ (." .....l --.J / SOIL I COMPACTED Ci RANULM ~ teLL j ISfOOING MAT~RlAL ~T[ CPU.DU: .. CC~f:T! ARCH_ -.. E.kCAS EMLN T CLASS IAI BEDDING - SPECIAL CON01T1ONS SPECIAL DETAIL B€DDING AND TRENCHING NOTES NOTES: I. BACKFILL SHALL BE PLACED IN 6- LAYERS FROM BENEATH THE HAUNCHES OF THE PIPF. TO THE BASE AND COMPACTED TO 98~. DENSITY PER AASHTO T - 180 MOO/FlED PROCTER 2. BASE MATERIALS TO BE PLACED IN TWO OR THREE LAYERS ROLLED AND TAMPED TO ABOVE SPECIFIED DENSITY, WI .J ~ ~~ lid J ~~ ... ,.. ~ (SII /oCon: III ~"'.. ,'4' X"'. ~ t - I, ~ COMPACTE.D u c., /. I ~ aACKfI'ILL Z ~ ~ I. !J'e ~ ~..., '~~ I ~~COMPACTED ..oCoC ,,. I'l" SELECT -j-x :~~ ~I~ ~~ Wu" ;p ~~~~-~ ; z.J.-.::V /.. ""'/-:= ::{.?"J ~ ~ ;~; ~~ _. .],4", _ Be/2 I- ~~ ~ I .J) ~ ., ~< SfE NOTE. Z iA'CCdi~'~"" L1t., /"' ~~ SOIL '/' "..,.. ,''v ~ I"~ O<<l..l.. L.. CO~PACT!D (i Rl\NULAA 0,. Ie (T'OTAl..I B!OO1HG ""-,,n:RIA4., NOflll"..AL n't:~CH (JRl\NUL~R eECOING --- I. ac I PIP[ 0,0, a, I TPUNCH WIDTH AT TO,. A,. /I'/I[ loC...X. I" ac... z,," """.. Ie I M"'X, ClfolI. 0" U:LL ... a"(UN'HffT~D TR[NCHI MAX 01 M. ~ ULL -+-,~" (~H[[TtO r"!NCHI a. OI:,.TH '011I ,.!".OVAL 0" UNSUIT"'BLE MATERIAl.. S H ALL 8[ A.S III I: Q U 1''1 0 TO R!: ACrI SUI T A IS L!: 'OU/oCOATlON rolll NON- CUSHIONING MATERI....L, OfPTH ~HALL I! I" .[LOW 50TTOIIII 0' UTILIT'! '1 SHf[TING 'H"'LL II OIllIV'[N 5fLOW' THE uTIL.IT"f INVERT I' R[QUIR[O 'OR LAT!:RA!. SLP~T OR U~ 5UIT....IL[ "'A TE "IAL IU MOVAL lIfHfRE ORIV'EN B!LOW PIP! lNV'llH, ~HEETINQ SHALL IE CUT 0" A WINI""UloC a" 12" A80..[ TOP 0' IItIP!:, 011I HIGH!:R AS AuTHOAIZfO !!'1' TH[ [NlJINf!R, ....NO l.!,.T IN PLACE. IN NO CA~f SH"'LL SH[!TING LL,r IN P\.ACf EXTfNC HAI4HER TH"'N la" e!l..Ow SUR""C! GR....CE UNl..!'S S,.e:CI"IC...LLY "'PPROV'~O. !!RACIN<J SH,lLl.. U ,.ROV'IO(O A~ REQUIRED. ~ PfIIOH::CTI....[ CONCR!T! SLAS' AA~ REOOIRE.O WHfN!VIR Q€PTH 0' COV'ER IS Lf5S THAN 3~ " 1SACl</f'ILI.. TO III COMPACTED TO 911"/. C<E:~Slrr 0,," .......SHTO TI80 loIOOIFlED PROCTOR IN AREAS TO BE PA'WED AJ;[) ~ % IN QTHER~_ ""ATERIAL STANDARD ROADWAY OPEN CUT DETAIL S EM. CO. 6 - 90 \..,- I i ,I I )'1 fl,."I,; t.r,llrl)'o q-.-----'r-~-~--.,,- ..--~--.._--...:.-'f~----.-i ~(Y~~1~_ HYCI~MH T? pr: L:': C /\ T r: rJ 004 I 'r 0 B' CL..ASS 88- BEDDING -NORMAL CONDITIONS FROf..j EDqf: OF P^'1DH::~T I~~ A1..TW[E~ CURI3 11 3 I o~w" L K ~- :'JD'" ~(!. ;"1'1(; ~H!~ I ! I ! -"'N~[R 'iC:l_r: I 1/ J rr~I~H~ roTT.f'r T I (s '-".. · toJ '.:'=','1,$-,-:) 1$....r~.~...T-" i"'l'''''~''': .. rtf'" ='L' _"____"h___}.' [1 VI'I LI') ...,n', F ...1 '..." '... I'" '+;1._ J,,_,- ....... '1-----1 J""- INISI../ED GRACE ~ ,;~ ~ ~ :,-;;=~::~:;:r f1 ~'~:}' n - tEOF ~("~:://~f5:~ ~^J L "::\ T ~o: ^ L '. E I ',:' < ~ ~ ~ ~ , , n " -:- " . ~ "" -'" ~ 1"," ',4 I '.. J,. L ,L I, "---,, _ .... _: ,~-, I ,rl~ ,,;''''K ... -:::-- M J TI:E . ,..... ~... -~ rr-.{I,,~: 'rfA'~' ~.... ",.:j I ~'~~/~;'.~(~I::..,~'-t'::-iJ~ ~')~"(~/;h"_..;i-4-- llnUST DL';CK '\0.ttti~i'/ \-T"~~ W^TEH Mt,I'~ /1. C l', r T n. F' '";. n / ',I r- L I !. ,:, ,I q', r::\ 1_ \I. T' ~ H yep MH TO ~ E nl) I.P'J''";J( ':: "'-~'ir' p']c--; E:\">~ :ISi: F'AI~~TEO W/DIjPO'~T r"II -n! '-' ~ 1,1" q- (,,"'1, 2. rr.:rl \ 774~ A :JR ~I]IJAL:.- (':OJ'!. Pl':c~).--j PIPE BEDDING a TRENCHING DETAILS SEM. co. 6 -90 FHW3Hr:.:C G!: ,\QE --~ 2'. ~^ l L W lV I;~: :\(:; ::<fJ.\:'':.-.- n~-,:tF=:>/~~~:: 00 x ~,' / COVE R 2" "^_" 1"." .~,: 'J '"L' '-- .. JI. " ---.~ j~ '-- _ _ - 2. GALVANIZED SiEt:L ~!t): -~rrY-'lf-- 2' gO" OEND T=f ;t;TI1r'-::;;;"~~1;~~~ ",-" ~ I J 'IJf,;\.''',~,\~~>"l~''~ ~..t " ft\''-.,\ ),-~',~l:j ~lt~...., l 1:,:,.~',;~J,'~H1~ ~~ ---...,-(;1\ or GRAVEL OR Cr~USHED ROCK. FIRE HYDRANT A.c3SE.~8L y 31='''' CO. 6-'30 M 0 <:" r: .. '.C"':~:l ','Al.,/r ~:x :'~~I"l. n<:, S~P=:N :'1't,~ .\'~JU',""..\~U: ,um COliER SH.\L.L ~t"' \l " P t< r- D: ,I,( " ... r- n I' '^ l. I. v ~ lY r. T I} "eo: r' f) C 'J :: r ',v I T \~ ~ 1 r, ~l', 1 .,. tJ :' ~ ~ T r: [ L ~ .'\ '. L MH" :~ r r. \4 2.. "~C)r: II":'I~~'~T::; ':.\'./'.C''' <"lC' :",':.'':.\1''::::) ,"':;Lj'~ THE R/,QU:i OF ~ ,.. ~ ~ ~ t ~.; ': c.~ p ~~ t..: ~ ') DLO'tl-- OFF VI\LVE - ~...-..._,-- _...,. --...-----...-."'--- ..~ --.. ~ '1[IA, Ci) 1'..-), ~ ~ ~.\' :1 \'\.1 t'(t:l ~ I ~ \. ~ ~, I.' ~ \ I" , 'l~~l..~ '1 \':\\ ..' \" ~lll ! ! .\. \ ~ t I: ~, '-; i l. 1 ~ ~ ~ \ I.' I I l : I : t' ~l. t ~ :... ( I \.. " -. 1 t ; " " , t, t, ,'1 I.' t SEM INGLE COUNTY FLOR IDA bowyer-- singleton Ii USSO(lntes CD"'. U, "'" u · """ "'. · '" '" LI "' .. '" "', "''' · .. '" "71' ::;.,g C 7 f/ --.a J-!t 1~ 7 WATER DETAILS TUSCAWILLA . TRACT 15 CHECKED BY: t~M /-?;J..~7 v/>'/5 ReV/5ed A5 /f-r T"f~ C4 C/ If///k/ ~//0J~. DATE BY DEBCRIPTION FEU 1 ~!997 DeBIONeD BY: 1MB ReVISION SCALf! N T S 1 ~o. NO. I.H..T OAT.l OCT, 1996 0.. /5 TUS2 /5 & 400 LF 8' UNDERDRAJN ""'_ NOTE: REFER TO LOT & BLOCK GRADING PLANS FOR UNDERDRAIN LOCATION. P.I.EQUATION STA6()(X)().()(rNANDINA TERRACE- sr A. 63l~IIJ!rNANDINA TERRACE :3 D58 ST A. 606+83.50 UffERED END SECTION W/ CONe. SPLASH PAD IW.EI-/889 526 STA6/0*6IS4'c/L STD. SAN. "'.H. 70' -. 8 · PVC II 1.00:< /58' - 30' RCP D O.D8X M2.5'-4' RECUlUED VI, ST A 6()(XX)1JO,c/ L DROP SM. UJ1. " 524 srA61;J+37JJO,5' RT. STD. SM. MJI. , , \~ 42.0 LF 6" UNDERDRAlNI1 - ---100' - 8 · PVC IJ O.40X \ PWG FOR FlfrURE CONNECTION / D57 STA606+83SO TYPE P-2 INLET /53 /23 65' - 8 · PVC WATERI.INN Er PWGH G.V..BLON-<JFF VALVE 340' - 8 · PIC IJ O.40X- f};s40 LF 8' UNDERDRNN ZTl' - 8 · PIC a O.40X 152 -/000'-4' RECLAIMED WAitt SZT \ 12/ /22 \ \ , ~ FU\ ~STD.FH W/6Y ASSY. 378' - 8 · PVC WATERAlNN o CURVE DAT A __ ~ - 90 .00'00- R - 100 .00 ' L - 151 .08 ' T - /00 .00 ' C - 141 .42 ' P. c. ST A 603 +04.46 P. T.STA 604 +61.54 & 2.80 LF 8' UNDERDRNN- m N \ \ \ , \ \ /47 \ /04 l-8'x8' TEE 2-e- G.V.'s PJ.EQUATION STA610+6IS4--NANDINA TERRACE- STA703+30.75~OLDENRNN COlE / .355'- / 528, --- 532' - 8 · PIC WATERIJN '\--- STA603.781JO. STD.S~.UJ-f. / /50 190' - 8 · PIC WU ~ 1 PWG FOR FlffURE CONNECTION - - - - i -- - -- RECLNMED WU -- 8" PV C RECLNMED WM l-lrx8' TEE 2-lr G.V.' s @ CURVE DATA ~ - gaOO'OO' R - 50.00' L - 78.54' T - 50.00' C - 70.71 ' P. C. ST A 6/3 +01.54 P. T. ST A. 613 +80.08 106 C.DJNV.2J.80 //3 39' - 2.4' ReP D OJ2.X D56 &lb.ff3'-4' DIP RECLAIMED WU ST A 606*66.00 TYPE P-2 INlET & \ ----/42'-e- DIP WATERUNN .1.----.......... 1/2 8' GATE VALVE FOR FUTURE JUMPER CONNECTION & PWG FOR FUTURE CONNECT/ON ~ - -- ---"'" --- SINGLE SERIICE DOUBLE SERVICE /11 -STD.FH W/GV ASSY. 310 LF fJI UNDERDRNN& NANDINA TERRACE (PHASE 3) NOTE;(,'ONTRACTOR SHALL REFER TO THIS DETAIL FOR LOCATION AND CONS-TRUCTlON OF REUSE WATERUAlN SERVICES. .&. RECLAIMED WATER SERVICE DETAIL //0 AB-4 8 8 ~ ~~ ~ 4J In ~ Q. 8 ~ l\J r; Q ~ l\J ~ ~ (I) a.: ~ :t ~ 0 'to ltJ ~ 't t l\l ~- ~ <t ~ In ~~ ~LO ~l\J (Q~ 1 --- D5f TOP IVD 'i ~ It ~ 'i Q... PROPO ED C/L G E ~ = ~~--= = 1::- 3o;--X- -- - -- - - . S28 TOP EL; 5.90 53 TOP EL2474 -_--:: -=== --- -:- - --==--:-=- -==- - -- - ..:::=- - -=-- -=- -==- - --=- - -==- - -=- --.:- ..::::::: - - +O.30X ~4 OP EL23 30 25 --- --.---- - .- - -- - 20 -o716X- - - ---- 25 ----- 8" WM ~PVc-F~ 20 INV. Er PIC /5 8' C IW. '- 1627 /5 8' PIC ~ ~ ~ ~ E c ~ l). ~ C 10 IW. EL. 12' IW. EL. I 8 10.32 ~ ~ (J ~ (~ ~ & NDERDRAJ UUffS 6 0 601 6 2 6 3 6 4 6 5 6 6 12- Xl-96 AJt.f 6-17 -96 00 07-28-95 DKO 07-05-95 ZW 10- 25-94 Zt.tB Xl-03-94 ZW 09-15-94 ZJ.ti ~ DATE BY 6 7 6 8 6 9 o I 2. 63 64 2- V) a u ...... V) 5 ~ > G Slgnod: Date: REV FOR FUT\>>: COkSTROCTION ~ 2-19-97 ~-BUlTS PER CO~AY CONTRfttTlt,G& REV PER F.DIP. COf.IMENTS REVISE WATERUJ.JN IN Pf<<JlLE PER FOE? REVIEW REV. U.n. SIZE J.OO ~ClU'D.WATER DET~L MO lD.ULlTS.ST.NlWE IN TITLE BU<. PER CITY MD RECt)jUED WU PER OTY:}OO C1tLOUTS PER CHECKED BY. RW bowyer-singleton &: associates Too Contractor h8reb/ certifIes 10 Its ONNER thot ImprfN6m6nfs CfNered b/ flis drawIng and too related details OOV9 boon constructed as Ind/wed or os modifIed 0/ too notes and grap!ics shoNn. Absont 0 nolo or gropNa to thB contrary. the /mprwemenfs fKN(J boon constructed meeflna Industry standard toleral1C8S. NOTE:USE PLAT FOR ALL CONSTRUCT/ON LAYOUT. DESCRIPTION REVISION AJU FU" WATER mJ RWM TO FUTLRE CONST. DIP A . uEl AR. V. PER WtNTER SPRINGS ~ FIELD. TUSl c~o BY. Z~B CITY OF WINTER SPRINGS SEMINOLE CO..FLORIDA INCORPORATED CONSUL TING ENGINEERING I PL.ANNING . LAND SURVEY 520 SOUTH MAGNOLIA AVENUE : ORLANDO. FLORIOA~ 28 (407) 843-5120 PLAN AND PROFILE TUSKAWIUA-TRACT /5 HONELL CREEK RESERVE &NANDINA TERRACE ,-fEB 1 B 199 ~fKJrlzed Con/roc/ora ReprosoolaflVtJ tJ1 ~ ~ d) r.:: ()) "- 0) , l\j ~ DESIGNED BY. eM.ZB DATE . 8/94 JOB NO. TUS1 - 203 SHEET 18 OF 38 CNJE TUS1CPP.005