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Home My WebLink About2003 06 23 Regular B Preliminary and Final Engineering/Site Plan for new Elementary School COMMISSION AGENDA ITEM B Consent Information Public Hearin2 Reeular X June 23. 2003 Meeting MGR. I~ /Dept. j/Y . REQUEST: The Community Development Department- Planning Division requests the City Commission Approve preliminary & final engineering/site plan for the new Elementary School "I" and to consider the School Board's request to remove thirteen (13) 20-inch (or greater) trees. PURPOSE: To receive preliminary and final engineering site plan approval for a 66,837 square foot public building housing Elementary School "I" and to consider (as required by Section 5-8 of the City Code of Ordinances) the School Board's request to remove no more than thirteen 913) 20- inch or greater trees, so that construction can begin as early as July 1, 2003. APPLICABLE LAW AND PUBLIC POLICY Winter Springs Code Section 9-26. Maps, enginee~g plans an.d plats to be: submitted in preliminary and final form. .. . Winter Springs Code Section 9-46. Filing and contents of preliminary map and plans. Winter Springs Code Section 9-72. Processing of final plans. Winter Springs Code Section. 9-73. Form and contents of final development plan. Winter Springs Code Section 9-7 4. Actio~.on fmal development plan; expiration of approval. Winter Springs Code Section 20-251 thruSection 20-265. C-2 General Commercial Districts. Winter Springs Code Section 20-463 thru Section 475. General Design Standards for New Development Area. Winter Springs Ordinance 2002-08. Relating to Tree :protection and Preservation. Winter Springs Ordinance 2002-13. Relating to Durr1'psters. SUM~Y OF APPLICATION: APPLICANT: Seminole County School Board c/o Dianne Kramer, Deputy Superintendent of Operations 400 East Lake Mary Blvd. Sanford, Florida 32773 Phone: 407-320-0072 REQUEST: The applicant is requesting preliminary and final engineering/site plan approval. Q?) June 23, 2003 Public Hearing Item B Page 2 SITE INFORMATION: ACREAGE: 34.036 Gross Acres GENERAL LOCATION: The property is located on the northeast comer of Ginger Lane and Old Sanford / Oviedo Road. EXISTING AND PROPOSED ZONING: The site has a C-2, Commercial zoning classification and is located to the west of other C-2 property owned by Seminole County Public Schools (used for the bus barn). Public Schools are a permitted use within the C-2 Zoning District. EXISTING LAND USE OF SUBJECT PROPERTY: The property is vacant. Recent use of the site was as a pasture. The site includes a portion of the abandoned rail line and the Florida Power & Light Easement. DEVELOPMENT TRENDS: The current Future Land Use Map designation is Industrial, but a Large Scale Comprehensive Plan Amendment has been transmitted to the State DCa for approval to change the FLUM designation to Public/Semi-Public. The Seminole County School Board bus bam parcel (to the east) has a Future Land Use Map designation of Public/Semi- Public. Parcels to the west of the subject property have a FLUM designation of Industrial. The Metal and Auto Recycling business, immediately to the west of Ginger Lane, has been an active business since 1994. The 6-acre parcel immediately to the west at the north end of the site (which was previously an auto repair business until 2001) is now on the market. The Cross- Seminole Trail when completed will follow along the eastern edge of the school site (adjacent to Gee Creek), connecting the school to other parts of the City. SANITARY SEWER: The school district will extend a 4-inch force main to the school site along Old Sanford/Oviedo Road and locate a lift station at Old Sanford/Oviedo Rd. and Ginger Lane at the edge of the school property. The City will require an easement for the lift station and the water main up to the meter. POTABLE WATER: The school district will tap into the 12-inch water main at George Street and Wade Street. An 8-inch water line will be extended north on Wade Street to Old Sanford/ Oviedo Rd. to the school site. RE-USE WATER: Not required. DRAINAGE/STORM-WATER: Storm-water will be collected and treated in a retention pond to the north of the school building. SOLID WASTE: The City has an exclusive franchise agreement with a solid waste hauler, Florida Recycling, until 2006. The dumpsters will be enclosed and gated to meet Ordinance No. 2002-13. Schools are a Group E use per Building Code and are not classified as restaurant or commercial use. Debris from the cafeterias will be bagged and disposed of without the need for washdowns. A request for exemption from the Code's drainage requirement (applicable to restaurants) is included in the "Letter of Understanding". The City's Public Works director has indicated that he does not have a problem with this request. June 23, 2003 Public Hearing Item B Page 3 ROADWAY ACCESS: Availability of Access- Direct access is proposed from SR 419, crossing the FP&L Easement and the Atlantic Coast Line Railway right-of-way. The Cross-Seminole Trail alignment which follows the abandoned rail line, when completed, will detour from the abandoned rail line at the school and will be rerouted around the school, following Gee Creek and the adjacent Conservation area east of the school. The Cross- Seminole Trail will connect the school to other parts of the City. Function Classification- S.R. 419 is an urban arterial 2-1ane northwest-southeast roadway. The two lane S.R. 419 from U.S. 17-92 to S.R. 434 had a Year 2000 Level of Service "F", but has improved over the last two years to a Level of Service "D". Improvement/ expansions (including right of way acquisition) already programmed or needed as a result of the proposed amendment- The School District is proposing a right and left turn lane off of S.R. 419. The Police Dept. and the City's traffic consultant have raised concerns about traffic movement from the school site (public safety & efficient traffic movements). The police state that to construct as shown would consume considerable police hours directing traffic and that there have been a number of fatalities on SR 419 already. The School Board has agreed to the installation of a signal at the intersection. FDOT has indicated that the school entrance is within the acceptable spacing range (approximately 1,050 feet from SR 434) for consideration of a traffic signal. SPECIMEN TREE REMOVAL: The Letter of Understanding (Item #12) states that no more than thirteen (13) 20-inch or greater specimen trees will be removed. Section 5-8b of the Arbor Ordinance provides that a specimen tree shall not be removed except for extraordinary circumstances and hardships and only by final permit approval by the City Commission. FINDINGS: A. The City's engineering consultant has provided a general civil/ site review of the plans and supporting reports and has no objections to the project proceeding. B. The hazardous traffic ingress/ egress concerns raised by Staff and the City's traffic consultant have been resolved by the School Board agreeing to install a traffic signal at the intersection. C. The Letter of Agreement from the School Board indicates that portions of the old Sanford/Oviedo historic road outside of the "limits of work" will be preserved. A reasonable effort will be made to re-use removed pavers. D. The conceptual location of the Cross Seminole Trail and its connection to the site is shown on the drawings. The installation of a traffic signal at the entrance of the school will require the extension of a sidewalk (by the school District) along the south side of SR 419 from Wade to the school crossing at the light. E. Existing native vegetative buffer (including the understory material) along the western property line of the site (along Ginger Lane) is required to be retained as a natural buffer between the school and the adjacent industrial uses. Supplemental landscape plantings along western boundary of the site will be field located to minimize damage to the existing plant material. Any trees to be removed require a tree permit pursuant to the City's Arbor Ordinance. F. The combination of existing and proposed vegetation and the security fencing provide adequate buffering of the industrial area. A six-foot tall solid masonry wall along the property June 23, 2003 Public Hearing Item B Page 4 line would require removal of the existing native vegetative buffer. The applicant has indicated that they will commit to constructing a wall at a later date if there are compatibility problems with the adjacent land uses. Should a future wall be required, an arbor permit for tree removal would be required. G. The building of a new elementary school serves a compelling public purpose and will help relieve school overcrowding. Specimen tree removal is required to accommodate the building, the on-site vehicular circulation requirements, and the other site plan considerations to provide reasonable use of the site as a school. The School Board has included a Landscape Plan illustrating the trees to be planted on the site. The School Board will provide a tree survey including all existing trees on site greater than 4-inch, in order to calculate arbor fees and to obtain an arbor permit. H. A wetlands and protected species assessment was prepared by Yvonne 1. Froscher in January 2000 and updated in January 2003. The report indicated that two gopher tortoise burrows were observed on the site. The School Board will be required to obtain a "Special Taking Permit" to relocate the gopher tortoises to preserved upland buffers. The Froscher report also indicated an active bald eagle's nest was sited in January 2000, located in the northern portion of the site; however, it is no longer active, and is waiting to be de-listed. The School Board will be required to obtain all pertinent permits from applicable State and Federal agencies. I. The Elementary School "I" preliminary site plan is consistent with the City Comprehensive Plan and City Code of Ordinances. J. The Elementary School "I" final engineering/site plan is consistent with the City Comprehensive Plan and City Code of Ordinances, subject to the conditions stated in the attached "Letter of Understanding". PLANNING & ZONING BOARD RECOMMENDATION: At its regularly scheduled meeting of June 4, 2003, the City of Winter Springs Planning & Zoning Board voted unanimously to :recommend Elementary School "I" to the City Commission for preliminary and final engineering/ site plan Approval, subject to "Conditions I: 1-9" contained in the Staff Report. These conditions have subsequently been addressed by the Applicant. STAFF RECOMMENDATION: Staff recommends that the City Commission grant Approval of Elementary School "I" preliminary and final engineering/site plans, given the "Letter of Understanding" (attached); and grant Approval for the removal of no more than thirteen (13) 20-inch (or greater) specimen trees, as required, for the development of the site as an elementary school. ATTACHMENT: A. Planning & Zoning Board Minutes from June 4, 2003, including Conditions of Approval B. Letter of Understanding C. Final Engineering/Site Plan COMMISSION ACTION: ~ . ATTACHMENT "A" DRAFT CITY OF WINTER SPRINGS MINUTES PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY REGULAR MEETING JUNE 4, 2003 c:::= :iiii!! ~ ~ c:: IIIIIIC: ~ c: I. CALL TO ORDER The Planning and Zoning BoardlLocal Planning Agency Regular Meeting was called to order Wednesday, June 4,2003 at 7:00 p.m. by Chairman Tom Brown in the Commission Chambers of the Municipal Building (City Hall, 1126 East State Road 434, Winter Springs, Florida 32708). Roll Call: Chairman Tom Brown, present Vice Chairperson Joanne Krebs, present Board Member Bill Fernandez, present Board Member Rosanne Karr, present Board Member William Poe, present The Pledge of Allegiance followed. n. CONSENT CONSENT A. Approval Of The April 23, 2003 Regular Meeting Minutes. CONSENT B. Approval Of The May 7, 2003 Regular Meeting Minutes. "I'D LIKE TO MAKE A MOTION THAT WE APPROVE THE MINUTES FROM THE APRIL 23RD MEETING AND ALSO FROM THE MAY 7TH MEETING." MOTION BY BOARD MEMBER KARR. SECONDED BY BOARD MEMBER FERNANDEZ. DISCUSSION. VOTE: BOARD MEMBER POE: AYE VICE CHAIRPERSONK.REBS: AYE CHAIRMAN BROWN: AYE BOARD MEMBER FERNANDEZ: AYE BOARD MEMBER KARR: AYE MOTION CARRIED. ~,ob'l DRAFT CITY OF WINTER SPRINGS MINUTES PLANNING AND ZONING BOARDILOCAL PLANNING AGENCY REGULAR MEETING - JUNE 4, 2003 PAGE20F6 :~ ~ ~ ~.. . :I III. PUBLIC HEARINGS PUBLIC HEARINGS A. Local Planning Agency Public Hearing (Because Of An Error In Public Noticing For The Previous Meetings Which Included LP A Actions, A Local Planning Agency Public Hearing will be Held On The Following Ordinances): 1. LS-CPA-01-03, Ordinance 2003-16: Seminole County School District Large Scale Comprehensive Plan Amendment. 2. Ordinance 2003-08: 1281 Natures Way Small Scale Comprehensive Plan Amendment. 3. Ordinance 2003-10: Orange Avenue Small Scale Comprehensive Plan Amendment. 4. Ordinance 2003-12: 1120 Orange Avenue Small Scale Comprehensive Plan Amendment. 5. Ordinance 2003-14: 835 and 895 West State Road 434 Small Scale Comprehensive Plan Amendment. This Agenda Item was presented by Ms. Eloise Sahlstrom, AICP, ASLA, Senior Plann~r, Community Development Department. Discussion. Chairman Brown opened the "Public Input" portion of this Agenda Item. No one spoke. The "Public Input" portion of this Agenda Item was closed. "I WOULD LIKE TO MAKE A MOTION THAT WE RATIFY THOSE MOTIONS INCLUDED IN THE APRIL 23, 2003 AND MAY 7, 2003 MINUTES WHICH HAVE BEEN APPROVED." MOTION BY BOARD MEMBE,R POEt SECONDED BY BOARD MEMBER KARR. DISCUSSION. J~ ,~ D~/~~ . . DRAFT CITY OF WINTER SPRINGS MINUTES PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY REGULAR MEETING - JUNE 4,2003 PAGE30F6 ~ 18 " ,,JJ ....~..'-::J' JJ'. .~.. ...' ~ -.1 t:.-.J ~ I VOTE: VICE CHAIRPERSON KREBS: AYE CHAIRMAN BROWN: AYE BOARD MEMBER FERNANDEZ: AYE BOARD MEMBER KARR: AYE BOARD MEMBER POE: AYE MOTION 'CARRIED. PUBLIC HEARINGS B. Ratify And Incorporate Preyious Discussion And Actions From The April 23, 2003, And May 7, 2003, Into The Minutes, Including The Recommendations On The Following Ordinances: 1. Ordinance 2003-09: 1281 Natures Way Zoning Map Designation, 2. Ordinance 2003-11: Orange Avenue Zoning Map Designation. 3. Ordinance 2003-13: 1120 Orange Avenue Zoning Map Designation. 4. Ordinance 2003-15: 835 And 895 West State Road 434 Zoning Map Designation. Chairman Brown opened the "Public Input" portion of this Agenda Item. No one spoke. The "Public Input" portion of this Agenda Item was closed. "I ALSO WOULD MOTION THAT WE RATIFY THOSE MOTIONS WHICH WERE INCLUDED IN THE APRIL 23, 2003 AND MAY 7, 2003 MINUTES AS APPROVED." MOTION BY BOARD MEMBER POEt SECONDED BY VICE CHAIRPERSON KREBS. DISCUSSION. VOTE: CHAIRMAN BROWN: AYE BOARD MEMBER FERNA1~DEZ: AYE BOARDMEMBERKARR: AYE BOARD MEMBER POE: AYE VICE CHAIRPERSON KREBS: AYE MOTION CARRIED. )).Ub~ OVIJl DR AF T CITY OF WINTER SPRINGS MINUTES PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY REGULAR MEETING - JUNE 4, 2003 PAGE40F6 ~ ~ I U ~,~ ~ ~ L-..I I ~ N. REGULAR AGENDA REGULAR A. Discussion Of By-Laws With City Attorney. Brief discussion. REGULAR B. Elementary School Plan Site Plan Recommendation Mr. Craig Batterson, Professional Engineering Consultants: made a brief presentation to the Board on behalf of the Seminole County School Board. Discussion regarding fencing; vegetation; parking, the entranceway, and expected student body enrollment. Ms. Diane Kramer, Deputy Superintendent, Seminole County School Board: addressed questions from the Members of the Board. Brief discussion. City Attorney Anthony A. Garganese arrived at 7:38 p.m. Tape 1/Side B Discussion. Board Member Roseann Karr departed the dais at 8:06 p.m. Board Member Karr returned to the dais at 8:07 p.m. Discussion. "LET ME AT THIS TIME MAKE A MOTION TO RECOMMEND TO THE CITY COMMISSION AP:PROV AL OF THE ELEMENTARY SCHOOL 'I' PRELIMINARY AND FINAL ENGINEERING SITE PLANS TO THE CITY COMMISSION SUBJECT TO THE CONDITIONS 'I' 1- THROUGH 8-, AND SPECIFICALLY - NUMBER 9- WOULD APPEAR TO BE THE ONE. WE ARE TALKING ABOUT A DEVELOPER'S AGREEMENT AND THE FINAL ITEM OF THAT ITEM NINE (9) IS A RESOLUTION OF THE HARZARDOUS INGRESS/EGRESS FROM THE SITE AT 419, STATE ROAD, FOR THE REASONS SET FORTH JIN THE FINDINGS CONTAINED IN THE STAFF REPORT." MOTION BY BOARl> MEMBER FERNANDEZ. SECONDED BY ~w oV~ DRAFT CITY OF WINTER SPRINGS MINUTES PLANNING AND ZONiNG BOARDILOCAL PLANNING AGENCY REGULAR MEETING - JUNE 4, 2003 PAGE50F6 ~ ~. ~ I "'-J ~ ..- ...JIll ~ L......J I .I VICE CHAIRPERSON KRE~BS. DISCUSSION. VOTE: BOARD MEMBER FERNANDEZ: AYE BOARDMEMBERKARR: AYE BOARD MEMBER POE: AYE VICE CHAIRPERSON KREBS: AYE CHAIRMAN BROWN: AYE MOTION CARRIED. .:..:. AGENDA NOTE: WITH CONSENSUS OF THE COMMITTEE, REGULAR AGENDA ITEM "B" WAS DISCUSSED AGAIN. .:. .:. REGULAR A. Discussion Of By-Laws With City Attorney. Discussion. I V. FUTURE AGENDA ITEMS Discussion. VI. REPORTS Tape 2/Side A Discussion. VII. ADJOURNMENT "MOTION TO ADJOURN." MOTION BY BOARD MEMBER POE. SECONDED BY BOARD MEMBER FERNANDEZ. DISCUSSION. WITH CONSENSUS OF THE BOARD, THE MOTION WAS APPROVED. MOTION CARRIED. j~ ~~~ O~I~ DR AF T CITY OF WINTER SPRINGS MINUTES PLANNING AND ZONING BOARDILOCAL PLANNING AGENCY REGULAR MEETfi'iG - JUNE 4, 2003 PAGE 6 OF 6 ~ E; I ...J ~ I'JI: ~ :j L-..J I .I Chairman Brown adjourned the Meeting at 8:35 pm. RESPECTFULLY SUBMITTED BY MICHELE KELLY ASSISTANT TO THE CITY CLERK tUiY~b/c73 T BRO AIRMAN PLANNlNG AND ZONING BOARD/LOCAL PLANNlNG AGENCY \Advisory Boards and Committees\Planning and Zoning Board - Local Planning Agency\aIll\MINUTES\060403 REGULAR doc NOTE: These Minutes were approved at the . 2003 PI~'" ^"d Zo,'" .,,,,IIL,,., PI,",'" A,m" M1 ~.' 0 '0' b~ . O'V June 23, 2003 }>l,lbJic Hearing Item B Conditions of Approval: "I" 1-9 1- The Tree Survey shall be amended to include trees on the western boundary of the site that will be impacted by grading and will necessitate removal. Sheet C004 Demolition Plan shall be amended to show Tree Protection devices around ALL trees to be saved. Trees to be removed which are 20-inch or greater in caliper, require the approval of the Commission prior to removal. Include a listing of these trees in the Development Agreement. The Development Agreement shall also address the mitigation for trees which will be damaged during construction, resulting in removal; and 2- Off-site light spillage shall not exceed 0.5 foot-candle power (this may require adjustment, shielding, or other modifications) after field verification after installation; and 3- No construction may commence until all pertinent determinations, permits and/or approvals are obtained from the all applicable State and Federal agencies, including but not limited to: SJRMD, FDOT permit (before any work done in FDOT SR 419 ROW); FDEP permit (before water and sewer line construction/installation); and Special Taking Permit (to relocate gopher tortoises to preserved upland buffers); and 4- Sign age shall comply with Chapter 16 of the City's Codes and Ordinances; and 5- The School Board shall provide a h:tter from the State Department of Historical Resources verifying that the site has no archaeological significance; and 6- The School Board will provide the City with a document indicating the location of the eagle's nest in relation to the rest of the site; and 7- A traffic analysis for the afternoon stacking as well as the impact on the SR 434/SR 419 intersection is required; and 8- Traffic control or a means of eliminating the left hand turning movements from the school entrance/ exit road to SR 419 southbound are required to have this intersection function properly. Resolution of this hazardous ingress and egress from the site, shall be addressed in the Development Agreement; and 9- A Development Agreement will include those items that the School Board is requesting a variance from the Code or which remain unresolved. The Development Agreement will be drafted and provided to the City early enough for adequate review by the Staff and the City Attorney prior to being brought before the Commission. Items identified which need inclusion in the Development Agreement are: . A listing of trees 20-inch or more in caliper that are to be removed; . Mitigation measures for trees damaged during construction, resulting in removal; . Exemption from Code requirements for dumpster drainage; and . Resolution of the hazardous ingress and egress from the site at SR 419. June 23, 2003 Public Hearing Item B ATTACHMENT "B" Letter of Understanding LETTER OF UNDERSTANDING THIS LETTER OF UNDERSTANDING is made and entered into on this day of June, 2003, by and between the City of Winter Springs, Florida ("City") and the Seminole County School Board ("School Board"). RECITALS: WHEREAS, School Board is planning, permitting and constructing a new Elementary School "I" within the City of Winter Springs on real property generally located on State Road 419; and WHEREAS, in the year 2003, the City and School Board have previously entered into an Interlocal Agreement for ,Public School Facility Planning pursuant to Sections 163.31777 and 1013.33, Florida Statutes ("futerlocal Agreement"); and WHEREAS, pursuant to Section 7 ofthe futerlocal Agreement, the School Board and City agreed to jointly determine the need for and timing of on-site and off-site improvements necessary to support each new school and that the parties have the option to enter into a written agreement, if necessary, as to the timing, location, and governing body responsible for constructing, operating, and maintaining the required improvements; and WHEREAS, the School Board and City desire to set forth in writing some of their respective responsibilities for the construction ofthe new Elementary School "I" as more particularly described herein; and WHEREAS, Section 1013.33(13), Florida Statutes, allows a local government to impose reasonable development standards and conditions in accordance with Section 1013.51(1), Florida Statutes, and to consider the School Board's site plan and its adequacy as it relates to environmental concerns, health, safety and welfare, and effects on adjacent property; and WHEREAS, Section 1013.5l(1)(a), Florida Statutes, expressly authorizes either party to expend funds, separately or collectively, by contract or agreement, for infrastructure improvements upon and contiguous to the proposed educational plant and facility school site including improvements for roads, byways, sidewalks, sewer, water, stormwater and other utilities, and for the installation, operation, and maintenance of traffic control and safety devices; and Letter of Understanding City of Winter Springs / Seminole County School Board Page 1 of 4 WHEREAS, the City and School Board recognize schools as focal points for community activities; and WHEREAS, residential development and population growth in and around the City of Winter Springs has generated a need for another elementary school. NOW, THEREFORE, in consideration of the provisions contained in this Letter of Understanding, and other good and valuable consideration which the parties acknowledge has been received, the parties agree as follows: Section 1. Incorporation of Redtals. The foregoing recitals are true and correct and by this reference are fully incorporated into this Letter of Understanding. Section 2. Site Plan. On June 23, 2003 the City Commission approved a site plan submitted by the School Board for the construction ofthe new Elementary School "1." A copy of said site plan is attached here as Exhibit "A" and fully incorporated herein by this reference ("Site Plan"). Section 3. Construction Date. The City agrees that the School Board is permitted to commence construction of new Elementary School "I" any time after July I, 2003 in accordance with the approved Site Plan and final engineering plans approved by the City Commission. Section 4. apply: 4.2 4.3 4.4 Section 5. apply: Traffic Control Devices. Regarding traffic control devices, the following shall 4.1 The School Board and City shall cooperate together to petition the Florida Department of Transportation and Seminole County for permission to install appropriate traffic control. devices, including a traffic signal, crosswalk, and pedestrian signals, at the school entrance prior to the school opening scheduled for August 2004. Said devices shall be fully operable prior to the school opening. The School Board shall pay for the permitting, installation, and maintenance of the traffic control devices. The traffic control devices shall be in accordance with the City's decorative standards. The School Board shall install a sidewalk along the south side of State Road 419 from Wade Street to the school entrance. Permits and Inspections. Regarding permits and inspections, the following sheill Letter of Understanding City of Winter Springs / Seminole County School Board Page 2 of 4 5.1 The School Board shall permit and inspect all on-site construction per the Florida Building Code, except arbor and signagepermits and inspections. It is acknowledged that construction shall include building, paving, landscaping, and on-site utilities. 5.2 The City shall permit and inspect all off-site construction. 5.3 The School Board shall pay the City inspection fees for off-site, City-owned improvements only. Section 6. Easement. Upon completion of construction ofthe sewage lift station and ancillary lift station facilities (e.g., perimeter fencing, discharge force mains), the School Board will convey ownership ofthe lift station and ancillary lift station facilities to the City. In addition, School Board shall grant an easement to the City on, over, and under the real property on which the lift station facilities are constructed. Said easement shall be in a form acceptable to the City. Upon conveyance of the lift station facilities and the easement, the City shall maintain said facility in the same manner it maintains other sewer infrastructuJre in the City. Section 7. Buffer. The School Board shall maintain the natural buffer along the western boundary of the school site property and install a black vinyl chain-link fence along the said boundary line. Ifboth parties agree that more buffering is required at a later date, the School Board will install a masonry wall along applicable portions of the western boundary and obtain all applicable City permits including arbor. Section 8. Cross Seminole Trail. It is acknowledged that pursuant to Resolution 2002-R-159 of the Seminole County Board of Commissioners, the School Board has access rights across the Cross Seminole Trail. It is also acknowledged that the School Board and Seminole County intend to route the Cross Seminole Trail around the school site. The actual location ofthe Cross Seminole Trail will be finalized by School Board and Seminole County at a later date. Section 9. Dumpster Pad. It is acknowledged that the School Board has a system of bagging waste prior to discarding the waste in a dumpster that eliminates putrescib1e waste and the need to clean refuse cans or food debris at the dumpster pad. Therefore, as long as said system is utilized by the School Board, and putrescible waste is controlled at the dumpster pad, a hub drain or catch basin is not required to be installed at the dumpster pad. Section 10. Old Sanford-Oviedo Road. It is acknowledged that the City prefers to preserve as much of the old Sanford-Oviedo roadway as possible on the school site. Ifportions of the roadway are required to be removed to accommodate the construction oithe school, the School Board shall make a reasonable effort to re-use any removed roadway pavers to construct decorative landscape features at the school. The pavers may also be used to complete other design features of the school and to ensure a safe and level walking surface. If the roadway is removed in areas where a specimen tree exists, as defined in the City's .Arbor Ordinance, the School Board will use a certified arborist Letter of Understanding City of Winter Springs / Seminole County School Board . Page 3 of 4 to oversee the removal of the road and to ensure that specialized arborist procedures are used in that removal to protect any adjacent trees. Because ofthis arborist oversight, no protective barriers are required as specified in the Arbor Ordinance. Section 11. Vegetative Clearing. The following shall apply regarding vegetative clearing: 11.1 Prior to commencing construction, the School Board shall submit to the City a revised tree survey which will identify all existing trees (4 inch caliper or greater) that are located on the school site, excluding any trees that are located in the natural buffer area referenced in Section 7 herein. 11.2 It is acknowledged that a significant amount of vegetative clearing must occur to construct the new school pursuant to the Site Plan including the removal of no more than thirteen (13) spedmen trees as defined in the City's Arbor Ordinance. On June 23, 2003, the City Commission found that pursuant to the Arbor Ordinance, the construction of the new Elementary School "I" serves a compelling government interest that enhances the Winter Springs' community. As such, the City Commission found the School Board demonstrated an extraordinary hardship and circumstance justifying the removal of the specimen trees. 11.3 The School Board will pay the arbor permit fees as calculated by the City for the removal of trees located on the school site. IN WITNESS WHEREOF, the parties hereto have executed this Letter of Understanding on the day and year written above. CITY: SCHOOL BOARD: CITY OF WINTER SPRINGS, FLORIDA SEMINOLE COUNTY SCHOOL BOARD By: John F. Bush, Mayor By: Sandra Robinson, Chairperson Date: Date: F:\Docs\City of Winter Springs\Agreemen ts\School ~ Letter_Understanding. wpd Letter of Understanding City ofWinte:r Springs / Seminole County School Board Page 4 of 4 June 23, 2003 Public Hearing Item B ATTACHMENT "C" Pinal Engineering/Site Plan ,Letter of Transmittal Semin'ole County Public Schools Educational Support Center Facilities Planning Dept. 400 E. Lake Mary Blvd. Sanford, FL 32773 Date: 6/26/03 Attention: Anthony A. Garganese, City Reference: Attorney - Letter of Understanding w/SCPS To: CITY OF WINTER SPRINGS 1126 STATE ROAD 434 WINTER SPRINGS, FL 32708 WE ARE SENDING YOU I::g] attached D hand delivered by Dianne Kramer the following item(s): DShop DPrints DPlans Drawings DCopy of Letter DChange Order DPermit DSamples DSpecifications DContract DPurchase Order cgjOther Letter ofUnderstandin)2; Copies Date No. Description 2 6/24/03 Letter of Understanding Board approved on 6/24/03 returned for further execution by the City. THESE ARE TRANSMITTED as chel~ked below: I::g]For approval DApproved as submitted DResubmit copies for appvl DFor your use DApproved as noted DSubmit copies for distribution DAs requested []Returned for corrections DReturn corrected prints DSign and return DFor review and comment DFor your records I::g]Other Please return one fully executed original for our records. REMARKS: Please call 407/320-0071 if you have questions or concerns. Thank you. Copy to: File Pending Return File Jay Taylor, SOC Signed: Dianne Kramer, Deputy SuptJOperations ~ ~ Th'''' o'.:....:,."ll document I;;) I 1;,;;;1" ,..- must be returned to Karen ponder, SCpS LETTER OF UNDERSTANDING TillS LETTER OF UNDERSTANDING is made and entered into on this day of June, 2003, by and between the City of Winter Springs, Florida ("City") and the Seminole County School Board ("School Board"). RECIT ALS: WHEREAS, School Board is planning, permitting and constructing a new Elementary School "I" within the City of Winter Springs on real property generally located on State Road 419; and WHEREAS, in the year 2003, the City and School Board have previously entered into an Interlocal Agreement for Public School Facility Planning pursuant to Sections 163.31777 and 1013.33, Florida Statutes ("Interlocal Agreement"); and WHEREAS, pursuant to Section 7 of the Interlocal Agreement, the School Board and City agreed to jointly determine the need for and timing of on-site and off-site improvements necessary to support each new school and that the parties have the option to enter into a written agreement, if necessary, as to the timing, location, and governing body responsible for constructing, operating, and maintaining the required improvements; and WHEREAS, the School Board and City desire to set forth in writing some of their respective responsibilities for the construction of the new Elementary School "I" as more particularly described herein; and WHEREAS, Section 1013.33(13), Florida Statutes, allows a local government to impose reasonable development standards and conditions in accordance with Section 1013.51(1), Florida Statutes, and to consider the School Board's site plan and its adequacy as it relates to environmental concerns, health, safety and welfare, and effects on adjacent property; and WHEREAS, Section 1013.51(1)(a), Florida Statutes, expressly authorizes either party to expend funds; separately or collectively, by contract or agreement, for infrastructure improvements upon and contiguous to the proposed educational plant and facility school site including improvements for roads, byways, sidewalks, sewer, water, stormwater and other utilities, and for the installation, operation, and maintenance of traffic control and safety devices; and Letter of Understanding City of Winter Springs / Seminole County School Board Page 1 of 5 WHEREAS, the City and School Board recognize schools as focal points for community activities; and WHEREAS, residential development and population growth in and around the City of Winter Springs has generated a need for another elementary school. NOW, THEREFORE, in consideration of the provisions contained in this Letter of Understanding, and other good and valuable consideration which the parties acknowledge has been received, the parties agree as follows: Section 1. Incorporation of Recitals. The foregoing recitals are true and correct and by this reference are fully incorporated into this Letter of Understanding. Section 2. Site Plan. On June 23, 2003 the City Commission approved a site plan submitted by the School Board for the construction of the new Elementary School "1." A copy of said site plan is attached here as Exhibit "A" and fully incorporated herein by this reference ("Site Plan"). Section 3. Construction Date. The City agrees that the School Board is permitted to commence construction of new Elementary School "I" any time after July 1, 2003 in accordance with the approved Site Plan and final engineering plans approved by the City Commission. Section 4. apply: 4.1 4.2 4.3 4.4 Traffic Control Devices. Regarding traffic control devices, the following shall The School Board and City shall cooperate together to petition the Florida Department of Transportation and Seminole County for permission to install appropriate traffic control devices, including a traffic signal, crosswalk, and pedestrian signals, at the school entrance prior to the school opening scheduled for August 2004. Said devices shall be fully operable prior to the school opening. The School Board shall pay for the permitting, installation, and maintenance of the traffic control devices. The traffic control devices shall be in accordance with the City's decorative standards. The School Board shall install a sidewalk along the south side of State Road 419 from Wade Street to the school entrance. Letter of Understanding City of Winter Springs / Seminole County School Board Page 2 of 5 Section 5. apply: Permits and Inspections. Regarding permits and inspections, the following shall 5.1 The School Board shall permit and inspect all on-site construction per the Florida Building Code, except arbor and signage permits and inspections. It is acknowledged that construction shall include building, paving, landscaping, and on-site utilities. 5.2 The City shall permit and inspect all off-site construction. 5.3 The School Board shall pay the City inspection fees for off-site, City-owned improvements only. Section 6. Easement. Upon completion of construction of the sewage lift station and ancillary lift station facilities (e.g., perimeter fencing, discharge force mains), the School Board will convey ownership of the lift station and ancillary lift station facilities to the City. In addition, School Board shall grant an easement to the City on, over, and under the real property on which the lift station facilities are constructed. Said easement shall be in a form acceptable to the City. Upon conveyance of the lift station facilities and the easement, the City shall maintain said facility in the same manner it maintains other sewer infrastructure in the City. Section 7. Buffer. The School Board shall maintain the natural buffer along the western boundary of the school site property and install a black vinyl chain-link fence along the said boundary line. If both parties agree that more buffering is required at a later date, the School Board will install a masonry wall along applicable portions of the western boundary and obtain all applicable City permits including arbor. Section 8. Cross Seminole Trail. It is acknowledged that pursuant to Resolution 2002-R- 159 of the Seminole County Board of Commissioners, the School Board has access rights across the Cross Seminole Trail. It is also acknowledged that the School Board and Seminole County intend to route the Cross Seminole Trail around the school site. The actual location of the Cross Seminole Trail will be finalized by School Board and Seminole County at a later date. Section 9. Dumpster Pad. It is acknowledged that the School Board has a system of bagging waste prior to discarding the waste in a dumpster that eliminates putrescible waste and the need to clean refuse cans or food debris at the dumpster pad. Therefore, as long as said system is utilized by the School Board, and putrescible waste is controlled at the dumpster pad, a hub drain or catch basin is not required to be installed at the dumpster pad. Letter of Understanding City of Winter Springs / Seminole County School Board Page 3 of 5 " Section 10. Old Sanford-Oviedo Road. It is acknowledged that the City prefers to preserve as much of the old Sanford-Oviedo roadway as possible on the school site. If portions of the roadway are required to be removed to accommodate the construction of the school, the School Board shall make a reasonable effort to re-use any removed roadway pavers to construct decorative landscape features at the school. The pavers may also be used to complete other design features of the school and to ensure a safe and level walking surface. If the roadway is removed in areas where a specimen tree exists, as defined in the City's Arbor Ordinance, the School Board will use a certified arborist to oversee the removal of the road and to ensure that specialized arborist procedures are used in that removal to protect any adjacent trees. Because of this arborist oversight, no protective barriers are required as specified in the Arbor Ordinance. Section 11. Vegetative Clearinl~. The following shall apply regarding vegetative clearing: 11.1 Prior to commencing construction, the School Board shall submit to the City a revised tree survey which will identify all existing trees (4 inch caliper or greater) that are located on the school site, excluding any trees that are located in the natural buffer area referenced in Section 7 herein. 11.2 It is acknowledged that a significant amount of vegetative clearing must occur to construct the new school pursuant to the Site Plan including the removal of no more than forty-one (41) specimen trees (including 28 cabbage palms) as defined in the City's Arbor Ordinance. On June 23, 2003, the City Commission found that pursuant to the Arbor Ordinance, the construction of the new Elementary School "I" serves a compelling government interest that enhances the Winter Springs' community. As such, the City Commission found the School Board demonstrated an extraordinary hardship and circumstance justifying the removal of the specimen trees. 11.3 The School Board Will pay the arbor permit fees as calculated by the City for the removal of trees located on the school site. In addition, in accordance with the compelling government interest finding set forth in Paragraph 11.2, the City Commission hereby waives all tree bank payment requirements, pursuant to Section 5-16 of the Arbor Ordinance. However, the School Board shall implement the landscape plan approved by the City Commission on June 23, 2003. Letter of Understanding City of Winter Springs / Seminole County School Board Page 4 of 5 IN WITNESS WHEREOF, the parties hereto have executed this Letter of Understanding on the day and year written above. CITY: SCHOOL BOARD: :wINTER SPRINGS, FLORIDA 7~' . B~/:;ft3 SEMINOLE COUNTY SCHOOL BOARD , . By: ~. 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I -!"a~ $) ~~Q ~ ~.:::l- :!l it :u ~ Q =~... ~-~~: ~f~ g.g~!~ ~CQi ~ cnq--I 9N ~ q-CI - 3 - - ~ i ~~ ~ a [ "Os. ~:v ~ !I (')9. .....!;' ~,. ~. ~! ~f 8;- NZ $) ~ D !-.p ~ ~ ::) o w v en m n CD :::r3 o CD o ::] r-I- ~ ~ - - - - ~ en en 3. n CD S:::T3 CD 0 __ ~o::] 3_0 ~~- .. \JW CD :DO g. C) C) 0. ....., 0 S>>c.c:: ::] ~ (iI < lif S' ::J Y! r3> I ~ (") Q. n Q. ~ fi i' ; 3 .. ~ ~ . CD" ::J A- ~ 11~i! ~-iI !I~= i -- --- ~---- -- - - - -:_-::::~~' - - ~- - - - -'- - - - - \, ___ --- _ _,c- - - .-. '\: _ --- _x- __ - ~ __ ___ ---- --- _ _K- - _ - -- __ _X- __ __ ~ -- , - ., ~ --- _ _ _X- :::::.. -;.. -- - "'- '" r-=-- '~ ~ GRAPHIC SCALE 100 0 50 100 ~II 1 INCH = 100 FEET 200 I -- -- -- -- -- -- -- - tOft Creek bprozimllltt If&lttr A.-lIon 8,4 ----- ~ '=-'"-- ,l/I - - - - ~ ~Tt-::t:: - - ~ .-- ...... \ \ " \ \ \\ \\ ~ \~ \\ ~ ..\.--- 1~ \\ \\ \~ \ \ \ v\ \\ \ \ r - -- .-- - ~--- \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \ \\ \ \ \ - ---4_ -:J \t~ '-\- ~ ~ I .,~ ~ . \ \r ) / \~ ~ '\."" '\~ "- ~ \ { ~~ ~ \ EXISTING FENCE' ~" TO REMAIN. " dJ .., ~ :i D.. N cO; N N o ('I) o o ~ o t o :!: w o ~ 8 N o o (/) (/) ~. 1ft c: ~ 8- (/) (/) ~ i:i l- ID - ~. i END REMOVAL OF EXISTING FENCE. (if ,------ \ -- -- -- -- \ \ \ \ \ - - \ - \ \ \\ , \ !'J ~\ ~ \ '110 D '8 I lo -- -- -- -- ---- -- TREE BARRICADE/PROTECTION FENCE. (TYP.) SEE SHEET L003. ill . . '"'\ . -./ CONTRACTOR TO PRESERVE \ '1' EXISTING HISTORIC ROADWAY. ill END TO BE CURBED WITH f SAME MATERIAL AS EXISTING } EDGE CURBING. I REMOVE EXISTING TREE (TYP.) REMOVE 1275 LF::I: OF EXISTING FENCE. f -- - - - I'!i~ Ud -II i II E ~ t 6 D --..... ------ REMOVE 360 LF::I: OF EXISTING FENCE. ------ ~~ BEGIN REMOVAL OF EXISTING FENCE. - - - ----- ~32~J2. -- --. - ~'-- ------- - -11:_ ____ - __ __ _ ~.- - ~6' ----= :::::-!..::;- - - -- - A. --...;;:: ~- .. - -- ;;;-- -- -- -= J( --.-"" - -.....- - ---..... ----- -- --- ---. - --- -- -J(~=_ - --- - -- --- ---- --3HO _ _ - - -00 --3HO i _ l.::..=.3HO-' - ~ -- -~- - " '.f' - _ - ------ ----- - -- - - ------ ----- ------ 0-'-" -- ......... --- ....... ------ .:~., -- "=, --- ';=-., ::~:-:- ,.,~ ..~ --- - -- ---..... --- --- --- --- - No - - _ - ~^--- - - &-0 I'-g. S ,..,.. &-e t T r-1 ~I~ .. '2" --- --- -- !! REMOVE 640 LF::I: OIF 6" DOUBLE YELLOW SKIIP STRIPING. SEE SHEET C013. REMOVE 650 LF::I: OF 6" DOUBLE YELLOW STRIPING AND 18" STRIPING. SEE SHEET C013. ~" " ,,~ ~O \' \" ~ SCHENKEL SHUL T2 [J [J [J ARCHITECTURE [J [J I 200 east robinson street suite 300 ortando, fI 32801 voice 407-872-3322 fax 407-872-3303 schenkelshultz.com All IDEAS, DESIGNS, ARRANGEMENTS AND PlANS INIllCATED OR REPRESENTED BY TItS DRAWING ARE OWN:D BY NIl TIE PROPERTY OF SCHENKEl & SHUllZ ARCHITEClS AND WERE CREATED, EVOlVED, NIlllEVElllPED fOR USE ON AND I CONNECllON WITH TIE SPEClFED PROJECT, NOM: OF lHE IDEAS, DESIGNS, ARRANGEMENTS OR PlANS SHAll BE USED BY OR DISClOSED TO ANY PERSON, ARM, OR CORPORAllON FOR ANY PUlPOSE WHATSOEVER WI1llOUT TIE WRITT8 PERMISSION OF SCHENKEL & SlU.1Z ARCHITEClS, WRITTEN IllMENSIONS ON THESE DRAWINGS SHAll HAVE PRECEDENCE OVER SCALE DIMENSIONS. COHT1lACTORS SHAll VERfY AND BE RESPONSIBLE FOR ALllllMENSlONS NIl CONIllTIONS ON TIE JOB AND lHlS lIFACE MUST BE NOTlFED OF ANY VARlAllON FROM TIE IlIMENSIONS AND CONIlIT1ONS SHOWN BY 1HESE DRAWINGS. SHOP IlETALS MUST BE SUllMITlED TO TItS lIFACE FOR APPROVAL BEFORE PROCEEDING WITH FABRlCAllON. CONFIJEN11AL COPYRIGHT 2001 SCHENKEL & SHII.TZ. WARIING: REPROOUCTION HEREOF IS A CRIotINAL OfFENSE UNDER 18 U.S.C. SEC. 506. UNAUTHORI2ED lIISCLOSlJlE MAY CONS1lTlITE 1RAIlE SECRET MISAPPRllPRlAllON IN IIIOlAllON OF I.C.24-2-31-1 ET. SEa. AND OTII'R LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENlE[ OR BE TIE SUBJECT OF PENDING PATENT APPlICATION. PEe I'IIOFEBSIOIIAL ~ COIfSII.TAIITS, ffC. engIneer. planner. .urveyor. EoIa Park Centre 200 East Robinson Street Suite 1560 Orlando, Florida 32801 Tel (407) 422-8062 Fax (407) 849-9401 pecOpeconllne.com Boord of Professional Engineer Certificate No. 3556 PEC PROJECT NUMBER: 55-002 Q~(Jc~ f.MA( 2 i 2003 Elementary School "1" Seminole County School Board Seminole County, Florida revisions: drawn: .eJ checked: ~ date: ~ comm. no.: ~ SITE DElVlIIJTIIn PLAN MATCHLlNE - C006 \I _;- 'r ~ \\ \\ ~ ~\ \\ \\ ,.' ,./ SCPS "I" TWO STORY BUILDING F.F. ELEV. = 28.00 Iii!'" I ~ . ~ 14' J~ 14'l,lCll ~I ~ Q "~ ~ ~ II ..... '~ r \ C22 WORK POINT N 3966.56 E 5356.80 BACK CORNER OF STALL N 3940.72 E 5341.40 HANDICAP SYMBOL & SIGN SEE C015. fJ/J.Br' I If 16' ... 14.J1J' :..~1JJP~ w I . _ J ) ~I -- ~ is? c p \ . 1 ~ 9 ~ ~ C23 , ~ - ..J I~... ~~ R5-1 N-: .~ I I I rCROSS WALK J ~ TYP. SEE C017. ~" ............p · .St::JO 00 ~........ ~.. ~~>-;" JR N~ · · ~ ~/~ ~ :/,; ,~~)"7 / / ,". i I I j @ /' /I JR __ 'I r:r R4-7 II j U I V 7-'1 ~~ ~\\\~~:: : .:: :: N~oll"Jr ,~ ~ ,,- ---- \ ~ 0: '''''.;10 ~JY /,0:: C13 f ~ L ~l\ \, ;:;J'R :s'V / tt) C8 ~ "'1:r--- ~ \. L\ ~ cnr" ./ / FLAG POLE 4- THICK ~ %. f f ,/ J SEE A005 CONCRETE 6- WHITE cY ~ ~ ~.e:: ~AND L001 a.' ( SIDEWALK ~~ ~ r~ ~ ~WHI~ ~ r.\ ~.....:\ ~. 7,r (3,000 p)SIi.\ TYPICAL I~~~~ ~ ,~, '\ ~~ CLASS I ill SlOP ~~ ~ ~ \\~ " j ct6 ~ RH ct4 ~~:R Mp. i J~ 'I\~ /' ,~ ~7~'Q ~ N89'05'15-W / 5'R ---.. . /' ~b ~ 55.3O'M AtC CENTER POINT <6 ~ .~ ~S~'--"""" N 3727.40 0 6- DOUBLE ~ ,-.) 1C1~ (( ~ STOP E 5324.74. YEllOW __ ~ R5-1c b + t R1 1 i ---- ---- ~";-w /~~Ti:O~~OW 18" YEliOW~ / / PROPERTY CORNER(\~ ,...t N 3557.41 r----.. ~" , f _ E 5118.26 l ---..... ~ S83.-:';~ ri" C2 ~ _ f __x =::. - - _ C1 J ~ I!&r\ "I niol ;- - - ~ -::::'-:::..,-..::- -x ~~ ""'''-BEGIN 3 I~P.N:;)IIIV-::-~ BEGIN FENCE - - - ~ -15'R 'rt.. N 3595.98 -----=t-----= J N 3554.35 "" rM - - ~ E 5253.09 ATLANTIC COAST UNE RAILROAD--1. E 5t5ft54 - \ ,'~ ~ RIGHT-OF-WAY ~ CENTER POINT \: . r- r-- -\ - -l... ~ _ ~ NO FENCE 882-49'22"8 8 N 3532.00 \0 \~ 1 rr - r-- \"" -=- - :::E_ ,.- E 5199.99 ~ t\i ~ ~ 1..' 2" 39j'.1 ---N ~~ -- i. 0 , '1 ' lJ E 5262.10 - - - x - - _ HEADER CURB -~ ~37.2~ ) , 14' 12' - - - SEE COrn:-~~ 12." 14' \ ~ I TYPE -A- CURB ~~- - _ - - - ~E C017. \ r-:- _, _ ~_ PROPERTY ~O;ER=-- ~ E!!.2: 9~ ,It 0_ €: 4" , N 3455.11 ~ F .....0..3 E 5130.21 ~ ~~ i'.....-- _ _ __ ~ ~\u! : -=-=-~;~; ~ER ::: ~ - _ _ cO' -- 3HO - - _ ;:1l.Jf.....1 ....... ~, U" '.... -.JO ~ \ N 3436.69 SCHOOL SIGN ,- 3HO ~ _ ~ 1n ~\ - kc>276.48_ SEE A005, ~ - ~o - - -3f ) _ I- ~" 6- WHITE A\ ...... )( - 3HO _ r-- 3HO _ t' .-- ..... ~, - - - - 3 0 -l_ ""1H........ \ ~iCENTER POINT ~ ~ H - _1\ _ N 3297.85 '-- ,.... ~ , 0 - r5127.36 ---- -- .~;::, ':::-"'--r ~ - CENTER POINT:::J~' .:::-:::. .:: ;::.. - r--J - - . r-- ./ 1'- I ::::..:-----__ N 3321.62 ~, , l-L.itJ ~ _ _ - ~----~ E 5122.89 Z 4! ~-\- YI'-' 1- tl\- - Vi -~----_ ~. J ~d \ ~,\ - II _ ~_____ ~ \ ~ . -J79i:O; .. -.. ~~:.l ~:. /'6;.. 15'R \\~\ f'o~~ PROPERTY CORNER ~ .,,~, " ~. . - ~ -/" ' , , 'II , U \ ,., N 3259.35 - -, ~ -, ~~ " - .~ -:::..:: - - " ""TNrt -A ~u.30' E 5297.21 --...::: . -- '-. ~ ' - - ~ - ~ .----. , ..::- - -.-:- - _ JIT~T11 r- - ::>As. STA. 375+01.85 ----.:::::::::~ t-- . --;::::t:- -:--'-- - - _ 50 00' RT . - , '-' ~ -:::::::-I--- ~ '. -:::- - - \ -- __ __ . . ~ f-- ' , - /~, :.:Jli _ _ --I - __ __ :. - --- - ~ r. ~~;...~, -=. 8. ~!-~. ~~.~_ ~ -':-~-"-'f_ ~ ~ - - - --....... '"'"- -.' --;;;;: '. ....y - -rr './..t!l "::I - -~ .:;:: - - _ ~ ~.::::;L- -1- _ ~ - - - '- ~ ~ -- =- . '-~, ~ r7-~ -- . . - --.: _ ~ ':::::-.:::t-:'-... -.;;;;:...:::---- 1 "'- ___ '" =-__ '- _ ~~ ~:::...._ .... __.:::::-:'-.......... " - --~- ~ ~~~' ~~~ --':::::-':::::-~>e:::- ~ ~ H -_-_ ~ __ ~~~-----\ _ &.l.f - b ~'~ _ . ---.~_ ,/,/ _ _ I '-. ~ ----.:."::::;.-'O;~J ---J ~ STOP 24- ~Il;- e=r-- ~-=L Iba-~' ~ ~ ~~ -... ~~~..-- "--0::....,, 7-- - .....--........ . - ~ ~ . v ~ -_ ~ ____ R 1 STOP BAR - - ...:::-~ ____ ""- ~ ~ ___ ~.:. _ __ - TYPICAL STOP - - - -""" ~~~.;:;,. . ~ '"' ~ /' /'~~~~ _ _ _- _I',... - _ ____ R1-1 / ~ ...:::-~~~~. ~ .......... ~~OO_ . -:::~,---1---1- ~_-=:::-: __ CROSS WALK I ~ - ~~/~-----. 8uo7 IJ.J ~ - _ ~ -. _ _ ------=::..:::: _ _ _ TYP. SEE C017. ~ II / - - ....:..::::-- ' ~.L lJe.., ~ - _ .l't _<::::,. :::...:- ~ _ _ ----=-= _ -.::__ STA. 75+ 53. 32J L _ - - - -e:: ...:. :... ~ - .::- ~ _ . -.:::::::.. -~ - __ _ ____ -------=-= -: - _ _ _--..; N 3220.88 -- __ - f ~4" E 5236.36 -- __ ~ ~ J , ~ - ;Jo' 30'x30' BIKE RACK AREA. PROVIDE 6' HIGH BLACK VINYL COATED FENCING WITH TWO 4' WIDE GATES. & \\ END OF PRESERVED--t HISTORICAL lRAIL 'l ~~ 1 N 3832.76 ~ ~= __~~~7 ~.) ~. ~~~.:::r-- -==--=-==- - ""--- (t ~ ~ J -- _ ~ It ~.,.,r, -- ___~ - ~'t;~ ......S7~ ~~ STABILIZED ,.~ ~~ .. CD CD :e . 0 EMERGENCY ACCESS ~ SEE SHEET C018. '., " I"~ PROPERTY CORNER .... './1~~Fi': .' N 3819.77 /~.\' ' E 5087.59 7' \ cO \ C17 PROPERTY CORNER -"'" _ ~ ( 0 N 3808.20 6- DOUBLE '/ E 5139.28 YEllOW -/ . . . ~ . fa --- ,)Z~V ~ --;- C12 <. ' " ~ 8- YELLOW ~ ~ -- C24 C18 ./~ .(j 118' S. W. '" -F- CURB N 3873.60 E 5685.53 . ~ c-.., 10 BEGIN 3' lRANSITlON ~ ;: , ~ N 3850.72 - E 5725.63 :::1 v ", .:)~ FLUSH HOOf} C~.~ " CURB ~~ \ SEE SHEET C015 ~ ~7' C11 f'- FOR DETAILS. 5~~ Ri-1 ) l ""--BEGIN 3' lRANSI P ) N 3823.57 C9 ~ A /. E 5737.63 C10~/ R6-1R V5R V24- WHITE STOP BAR TYPICAL ;..~ ~BITII..I R5-1 .-.. o o ~ / STOP PWT. ARROW R1-1 SEE C017. C6 I?; ..... ..... , \0 ~ ~ CD t\l ~ \, ~ N!ZJJo'JJ.... ' \ 2<40.79" 5'R 5'R ~ , .......... \ ow ..s 5'R C7 "'" TYPE -F- CURB SEE C017. ..c:.'R. ~ ~ JC5 J --J - -- ..... ..... - 6- WHITE_\ \ C4 ~ - -- , , C3 o SIDEWALK - - 1 :::... -~ - - - _ 912.31' - --x - ---- +- - -- LFENCttoRNm ~ ~ -::..::::. _ _ 3502.39 - - ---- -- -- -- -- ) -(- -.....----.. - -- ~ - - - - --- - '."". (L UllUlY EASEMENT ---- -- - --- ~PROPERTY CORNER N 3443.42 ----_ E 6023.42 -- --- --- -.....-- ~ - - -- . ,,'/ ,;.' --- -- -- - - --- PROPERTY CORNER N 3287.84 E 5149.76 _ STA. 376+50.09 - - - -50.00' RT. --- ------ - - - - 'L FUTURE CROSS-SEMINOLE TRAIL AND PARKING AREA. SHOWN FOR _ _I~O~~ATION ONLY. & --- -- -- -- ----- -- --- --- -- -- -- --- -- -- -... -- -- -- aft C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 ... 950.00' 500.00' 350.00' 80.00' 80.00' 150.00' 47.00' 64.39' 92.00' 48.00' 48.00' 92.00' 319.00' 50.00' 950.00' 950.00' 950.00' 289.00' 74.00' 74.00' 74.00' 74.00' ~ 5.21' 168.31 143.02' 64.49' 42.81' 115.91 90.52' 202.28' 56.71' 60.82' 116.61 133.65' 117.86' 80.51 120.45' 45.75' 57.&J' 208.18' 45.n' 116.24' 116.23' 32.68' CENTER POINT N 3294.13 _E 5329.48 -- --- - --- --- -- --- --- --- --- --- --- --- FOR S.R. 419 IMPROVEMENTS -1 SEE SHEET C013. 74.00' - ,- ~ . -- -------- - - --- - - - ~ ~ GRAPHIC SCALE 50 0 25 50 ~II 100 I 1 INCH = 50 FEET FEN~~ORNE\ ,------- . ~ / /~ ) N 40 5.66 . . __ . / / / E582.4O ~.. / ~/ / /~ \ I~ /' // \ ~ / PAKlNG COUNT \ ) / ) (Ilt ( - _/ STAFF SPACES = 70 / It:. ~ VISITOR SPACES = 27 -R~250' !:) HANDICAP SPACES = 5 /' ~ ~ \ REAR LOT SPACES = 11 <REAR HANDICAP SPACES = 1 /;...1 ~ TOTAL = 114 ~ '-.'-.' \~~ '-. I .~ NOTES: I \~ 1. FOR BOUNDARY INFORMATION SEE C002. FENCE f:ooNrn/ ~l ~T28:" ,. 2 FOR 5.R. 419 ROADWAY IMPRO~ENTS N 391/).29 ~ ,,\ SEE C013, C013.1 '" CO.13.2. E 58~0.02 \ \ 't- 3. All CURB RADIUS AND NORTHING/EASTING I 100 YEAR ~ PAVEMENT CALlOUTS ARE TO EDGE OF \ I FLOOD LINE \ \ ~:AVEMENT. ELEV.=15.7 .. ~ .9~ ,! I ..~~~ Iri~,() / ./ '-. I ~~ o '" / It WETLANO / / it / 1/ UNE I II / 25' WE11.AND r- . . - . . ----.J -.J ~I t ~1: . BUFFER UNE / ,/fi;;; C-:-eek NCE C NE" I .. I \. , 3723. 4 & !\ (/ ~/ -1'20-- /1!J E 5796~6 ..... I rEND OF PRESERVED / 1 HISTORICAL lRAIL. "J .. \ I ~~"'- I ~'N 3701.48 . . ~ ~T.L- I /I E 5764.39,/ J "', l - I .. ,/" .' '---~~ -_T--p-:-" ) _ 1---_ _-:)_ ,/ ~1;!. OE~~GHBLACK ~ -- -:::----_ ../ /~ G~O:'l~r:-/ .. - ~~::-:::..-.:~~~4iJt" ~ - - ________ / ( r Tll ~'/. ;':tZ'; - ---- _ _ I I I I~F-- \ \ I l:: ---- - ____ _ \ ---- -- \ \ \ fr(O \) "\ \ ~~ \, ~ ~\ '\ \ . ~'" ~~ \ . --1 \ "~~,, \ \-.. r- ~ J ~ - ~\L ( / ~rg ~) - -___ II ~-J ~ ---- -- -- - Gee Creek Approxima te Water Elevation 8.4 -- ------ ------ CUM: TAIII IILTA GIll) aIII)'" 0'8'51- 5.21' S06"30'32-E 191139- 167.58' N86'42'11'W 23'24'46- 142.03' 588'45'50"E 46'1'10- 62.76' N56'26'12-E 30'39'29- 42.30' N18'OO'53-E 59'34'33" 149.04' N32'28'24"E 110'21'10- 77.11 N21'49'58"W 1&J'OO'oo- 128.78' S12'59'21'W 3518'58- 55.81' N59'21'04-W 72'36'08- 56.83' 581'26'16-E 139'6'14- 90.00' N07'22'26-W 83'4'13- 122.21' S61'22'21-W 2nO'06- 117.19' sog'O'l1-W 92'9'31' 72.13' N44'44'51'E 7'5'52- 120.31 502'43'10"E 2'45'33- 45.74' 502' 132-W 3'29'''' 57.&J' 505'24'53-W 4n6'21- 203.71' S27'47'39-W 35'26'22- 45.05' N3O'42'38-E 90'00'00- 104.65' N32'OO'oo"W 89'59'21' 104.64' 557'59'43-W 25'8'20- 32.42' SOO'20'17"w , 119'5'11' 127.69' 15'59'''' 278.11' S71'56'32-E N04'9'18-W -- CI1I'IR Pmn ~'E N 3682.57 N 3086.26 N 3914.67 N 3649.17 N 3649.17 N 3638.39 N 3631.03 N 3783.47 N 3714.40 N 3813.63 N 3813.63 N 3832.64 N 3755.92 N 3746.81 N 3682.57 N 3682.57 N 3764.93 N 3764.93 N 4036.51 N 4192.64 N 4192.64 N 4036.51 N 4036.51 N 3807.45 E 6138.86 E 5301.43 E 5491.&J E 5540.87 E 5540.87 E 5nO.61 E 5568.44 E 5403.14 E 5579.70 E 5678.46 E 5678.46 E 5400.32 E 5613.96 E 5245.08 E 6138.86 E 6138.86 E 5483.01 E 5483.01 E 5242.15 E 5278.17 E 5278.17 E 5242.15 E 5242.15 E 4192.86 SCHENKEL SHULTZ 000 ARCHITECTURE 000 200 east robinson street suite 300 orlando, fl 32801 voice 407-872-3322 fax 407-872-3303 schenkelshultz.com ALL 1IlEAS, DESIGNS, ARRANGEMENTS AND PlANS IMlICATED OR REPRESENTED BY TItS DRAWING ARE owrt:D BY AM> TIt: PROPERTY Of SCIENKEL & SHULTZ ARCHITECTS AND WERE CREATED, EVOlVED, AM> DEVELOPED FOR USE ON AND IN CONNECllON WIJH TIt: SPEClFED PROJECT, NONE Of 1HE 1lEAS, DESIGNS. ARRANGEMENTS OR PlANS SHALL BE USED BY OR DISClOSED TO ANY PERSON. ARM, OR CORPOIIAllON FOR ANY PURPOSE WHATSOEVER WIlllOlJT TIt: WRlTIEN PERMISSIIlN Of SCHENI<EL & SlU.1Z ARCIflECTS, WRITTEN IllMENSIONS ON Tlt:SE DRAWINGS SHALL HAVE PRECEDENCE OVER SCAlE DIMENSIONS. CllNTRACTORS SHALl \/ERFY AND BE RESPONSIBLE FOR ALL IIlMENSlDNS AM> CDtIlI1lONS ON TIt: JOB AND THIS DFACE MUST BE NOTlFED Of ANYVARlAllON FROM TIt: INNSlONS AND CONIlITlONS SHOWN BY Tlt:SE DRAWINGS, SHOP DElALS MUST BE SUBMITTED TD TItS OFFICE FOR APPROVAL BEFORE PRDCEEIlING WIJH FAIlRJCAllON, CONFIlENIlAL COPYRIGIIT 2001 SCHENKEL & SHUl.1Z. WARMNG: REPROOIJCT1ON I9lEOf IS A CRIMINAL OffENSE UNDER 18 U.S.C. SEC. 506. UNAUTHORIZED IlISCLOSIJRE MAY ClINSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOlAllON Of I.C.24-2-31-1 ET, SEa. AND OTHER lAWS. TIt: 1lEAS, ARRANGEMENTS AND DESIGNS IlISClDSEO ttilEIN MAY BE PATENIID DR BE TIt: SUBJECT Of PENIlING PATENT APP\JCAllON. PEe PROfE8.1OIW. ~ COIfSULTAIITS, .co engIneer. plonner. .urveyor. EoIa Park Centre 200 East Robinson Street Suite 1560 Orlando, florida 32801 Tel (407) 422-8062 Fax (407) 849-9401 pecOpeconllne.com Board of Professional Engineer Certificate No. 3556 PEC PROJECT NUMBER: SS-002 Drl, r6JL-- ~ MA~ 2 2 2003 Elementary School "111 Seminole County School Board Seminole County, Florida revisions: & 1tb~15ID drawn: .eJ checked: K1R date: 4J25Im camm. no.: ~ SITE GEOMETRY PLAN --- -- iil .., >. In ~ o N .n N N o ('f) ~ o t d w C) CD g ~ o 8 N o o en en .s:: w. c: ~ o o- m ~ ~ !!l .;.i -- -- -- ---- ~ ~, \, '\ \' ~ ~ \, \' \ \ \, \~ \' ~ ~ ~, " (:) '\-- ~~ CD ~, Q) \, ..., \\ r \\ ~ \' Q) ~ ~ \, \' \ \ \, ---\ \' ~ ~ \, \' \ ~, \, \~ \' ~ MATCHLlNE - C005 Qi'- CD'i ~c! ---- ~~ cO . In~ ....In ....~ -- -- ~ 100 YEAR ~ ~ FLOOD UNE ~ ELEV.=15.7 ~ "- \ \\ \ \ \\ \ '" --.------::: ~ ~ -- ~..--- ~ "'- ~ / \ \ ~ ' ~ PROPJTY CORNER ~ ~ '- '-.... ~ ~~:l24 ~/.02. ~ -- /' '"'\ / \ ~ --<., __" J'\ \; <-" c;. \ --- --~:../\ ~ ""+ \ FENCE cORNEll -- \ ~ ,~ \ N 4152.77 \. \. ..: E~~ \ ~ ~ \ \"- ~ ~ -----.",..'\ Ilj \ '. II~( \ \ \ \ \\ \ \ \ \~~- J "--- . . ~ .......... .......... .......... .......... -"'"" '- -- -- -- " " 25' WElLAND BUFFER UNE CHILLER YARD BLACK VINYL C PROVIDE 6" HIGH (2) 4' WIDE x ~A ~gH FENCE. PROVIDE COAlED GAlES BLACK VINYL & SEE A005 & M~1. EACH LOCA 1l0N. k ~ l'o- ~ (b ~ ~ o tf.1 COVERED PLAY AREA SEE A004 . ELEClRlCAL YARD PROVIDE 6' HIGH SEE E204 FENCING WITH ~LA.CK VINYL COATED TWO 5' WIDE GATES 3 S~EDE A GAlES AND . 102 & E204. 9'WlDE X 6' DEEP CONCRETE RAMP. III ~~~DE 6' HIGH BLACK COATED FENCING WITH ONE 3' WI EACH AREA. SE~EM~~~S, ~~~DgO:~~GH BLACK WITH FENCING SEE Ar:'o~. 5' WIDE GATES. ~ 50 GRAPHIC SCALE ~2550 I I 1 INCH - 50 - FEET 100 I FENCE CORNER N 4152.77 E 5836.43 .---..... /'/' ....... /' ....... ....... SCHENKE c c cAR CHI T ~CSHUL TZ TURE 20.0 east robinson street 0 0 0 suite 300 orl~ndo, fl 32801 vOIce 407-872-3322 fax 407-872-3303 schenkel shultz. com ALL IlEAS BY . DESIGNS ARRANG TIIS DRAWING ME EMENTS AND PLANS ARCHITECTS AND WE= BY AfI) THE PROPE:1ED DR REPRESEffTED CONNECTlDN WITH THE SPECl1ED. EVDlVED AfI) ""'''' SCIBlKEL & SHULTZ ARRAMiEMENTS FlED PROJECT' ""'<LOPED FOR USE ARM, DR conro:~ SHALL BE USED:: Of lliE 1lEAS. DE~ AND IN PERMISSIDN Of ~ ANY PURPOSE WHA DISClOSED 10 ANY PERsoN. ~~WIlGS SHALL .::nPR:JZ ARCllffcTs~ WI1lIDUT THE WRITTEN ",,"' """ ,""s SHALL ECEDENCE DYE DIMENSIDNS ON CDNDITIDNS ON THE I/ERfY ANOIIE RESPDNSI R SCAlE D1MENSIDNS FROM THE ~:,D TIllS OFfICE MUST'::': ALL DIMENSIoNs AfI) DETALS MUST BE SUIIM CDNIlITIDNS SHOWN BY FED Of ANY VARlATlDN PROCEEDING mmTOTIIS 11elEDRAWlNG SHUlTZ. WARV::~ABRICATlDN.~: APPROVAlIlEFOOE S. SHOP U.S.C. SEC. 506 ' REPRODUCT1DN IDEDF IS ACOPYRIGHT 2001 SCHENKEl. M'~'''''''''''''''' UNAUTHORIlED CRIMINAl. & ..".-murounTlDN IN VIDI.Ji DISClDSIJRE MAY lIIfENSE ""DEft 18 i: 1lEAS. ARRANGEMENTS TlDN Of I.C.24-2-31-1 ~ l1WlE SECRET BE THE SUBJECT Of PE":: DESIGNS DISClllSEiJ tti'.E AND OHR LAWS. PATENT APPlICATlDN. IN MAY lIE PATENTED PEe MOFESSIOIW. BIM~ . n gin. . r . p , 8 COIfSII.TA11T8 IfC. ann.r. · EoIa Park Ce t au r ., · yo" 200 East Robl n re Suite 1"= Street Orlando. Florida 32801 ~el (407) 422-8062 ax (407) 849-9401 pecOpeconllne.com Board of Professional En PEC PRO.ECT ~~.: C~lflcate No. 3556 ER. 55-002 {)Q,~ MA~ 2 2 2003 Elementary School "1" Seminole County S~hool Board Seminole County I Rorida revisions: & MLeIP drawn: checked: date: comm. no.: .eJ ICI'R ..,.,., ~ SITE GEOMETRY PLAN , ~ GRAPHIC SCALE 50 0 25 50 ~II 100 I ~ -, ~ ~ 0.. ~ 1;i N o ('f) o ~ ~ o ~ 'D 0::: o I!: C> eX) o o <l ..... o 8 N o o en en ~ Ill- co ~ o o en en ~ ~ Iii .- .:..i MATCHLlNE - coDa \\ (II 1 ~ 11'1~ IZi I r I I /.' , x \ " \ I \ ~ - t;2 \ ~ \ '" ~\, I' \ 1 l~\' \ \ 4-0; " , l:.- - - - / / . V /-:. 7 ".\ \ l f II J ^ ~ -- \ \ '\ r BASIN ~ ~r"J \ \\ / ~ ) ~-\ (~V-' , l3 \ "" I -- -- -\ _\ DIVlDE,,/ \ ~., \ ~ ~ ~~.ElEV.=' ~.OO I~ . . / / Y \\ / ~D ~ ~ ~ 'Il "" ? - - ..J..\ ~ /' '\ -: \ \ \ )" L\\\' Jr\'\ \ =r'F:l~ U~ll I I ( ~_/\/ // on./ / ~ I \ 1 I " ~ " . ~19 I ~-- __ -.,,(" \ ~\ \ '\ ~ 'l \\ ~n\\~' I I \ (. / / I;;::~' ? \~ I \ J" ..... \' ~ '" ,,' . . · v ~ /' /' f:ooSW'~ 12 \ SCPS ";.,,, _ _.. 1 \ ~ '" \ g. \ l ~ '\ ' II 1 \ I \ I I / I I 1 r - ./ ~ / 01, 1 ~\ '.,: ~ ., ~~~48' Ra' ~ ""'- ;. '.: ~~ ~ I; If.EI~ I lWO STORY ~U'~;>'NG -\ - - \~ f~ k \ \ ~ ^, ...-- \' ~ jJ......., INV E~.= 15.14 ~ I ~.F. ELEV. - 2E"tO~ \ Ii: \ \ \ I 1\\ ~ _ '" \ \\'" '.K ~, (/. 0:> N 3922.38 ~ \ ~ '" I "- \ ., ~ / ' ,~~.~ .C~NLET 11 I N 38A7.51 x \ ;tv~\' 1-- \ J ~ II :flx'.' \ \ /'. I ~ \ '): \ ~ +' Q) 1 \1 ('. \ I L~17'H \ GRAlE ElEV.= 25.M II 10 ~:Jr\1riPE.c" INLET rFOR DRAIN' ~. I' fI ~ '" \ ~ I ! 13 ~~l_"c" r<LET~'\ \'oC l ~ _'i""':' '!'-- /_ .4<'I\cv// -- \ l~~: 1~~ ~ I ::v.- ~,:&J ~ ~~ ~ \ U" \\ ~~\\ \ N 'I I ( \ '\ . a.. c: GRAlE ElEV.- 24.80~ I f- 1\ ,-: 1 .::::......1~, '. r - INV ElEV.=\39.10 \ --- I ~ L 'l . \ ,\~ '<t r-. ..... :::i INV ElEV.= 14.86 {E I '-" \1\ ., \\x r ~;/ '/ . . I " ........ .......... ":1'""-- I \ \ \ ~ '<t N ~ m ~ INV ElEV.= 14,86 ( I J! \ 1, _ - - ~l . ~ .1 .. -:-' I \ I -, ""- ...... - \- · \ I I . I I I', \ I ,",'" '% ~ ~:d ~ .... ' N~ a a 10 .., . CO N . ' - 4:,' ~~ ... 0 ~:. I Cl> .... - ~~..., ~ ~~ / ' 195LF"'J6. RU' 0 -" . -.. RCP O. .. n..' ?~ J tNV ,REV.= 19.~ \ ~ , wA:1LAND \ ,~~ -1r----.~~~~~,... 11 .~\ (_ '- ~ 'I ~ ~ 't/ -- 7~ Q2S,t ~ ~____ \ I 'hi III I \: I U~E \ \ \)" ,,~\~~ "___ _ ~ / _ -1/ ~.:l \ ~ ~ _ \ ~~--...., m52I I V I I 'I . I / I I \ \ I "\ \ \ ~ '\ ~~ :\ \ I " N:. .~-- 8[1?7-, :::. Lf:-J I ~ ~~.. ! fIeI Z ~ ~ Jj ;01)/ GiIJa ~ ~ ~ _ ____ \, (\ ~ ~ ~'T, ,~-:-\ '1/ If; ( I. v~\/ ~\ \ \(\\\. \ \ \ \\ I~, \ i II fIb " ,,~,,:.~at l j(. 0 ~ ~ ~7 ..r .. ' ~ ' , ~ - I ?W' IC2B:53I \ I x, / '; \ \ \ \ \ I '.\ ~........,~:;: ~ ~ _1 ~~ ..:::::"" ~L_~\ ~ "''\m;JllI \ ~ I, J, " \ \ ' \ 1 \ \ II" 'I' l ,..t ~~~..~. :~ I , :/':'~ \ .; r'/ ",t, '" ~ I C-~~"'~~:-:hN 'j ~ ~iJ"-v '-- W)J \:V!/. \ \ \, \ H"-~i;~~1JitJ I x / : :; \ ~ e:, '----:, ~""'"' x": ~~ 'N \ \ 'II I . \ ' \ \' \ ~ . ~ Ii ^- I ~ . \ .~""""'.. '/ -----< III I I \", \ -:-~ '-...--. .~) ~h~ r)f' ~ ~ / ~ \_~ ~ ~~ \_~e: ~7t'~~~~ } ~~.'" - 'C7P'\I.~ \ ,,~., \ \ ", --:-:-J--~&~~~ -; l ;X :5l. ~. ..,./ . ~ "__ W- ____ I fI'I'(fl~ - j) \~ ~ \ \ ~" ---ll- ~f\:"-;-~J ) I ~~ 1 ~7 __ ~'8"..... """ N - ~ T~~m -1'11.'/ ~~-r~:;~k~__"-.I u..-~1;~--~\~~~-~~~-~ x !!W"' \ ~ I" j I I - :t - r- - (, >- ~~/ N 3697.70 /"'"' ~ / 0 0.25.t ~ ~ " r-- ~ / \ I r --1 I L- - - ~-::- -=- ~~~ -tL__ - v vl'0" ~ E 5188.98 wi FT ~ g: / N 3657.03;t \ 11m' ~ I. Cll if 1 I _ I I - - v - "11> I') ~ " ~I / .. CONST. 1'I'PE .r: ...... x E 1:'l'l7.'lG \ 1\." I j < j . . --- - ~ - - - ~ ~ t; -- ... iJ,N oJO)f/'1r iNL:ET \ \ ...........---. '" x - I I I . - . . __ - ~ - -r;.......,. -- INV ElEV.= 18.62 , & ~ 3 ;N~19&t'~ ---- '\ 1 " JJ '\ \ I l-) '11." t . / /\\bt/ . ~-~-==---- I Ir" -- -- -- INV ElEV.= 18.62 ~. tj.t-V.= 1 . \ \ I \ C ~ \ r / /' ./ r =-=- I I -- -- a \ ~ - / I ~ \ 16" r? /' / / J..J.,j -- -- ~ ~~ ~~ / ::.. . ~ i ~ .. fl t' ~ IL \ ~I /.A." I \ (; (\~{I r::-:/ ////1 ~/'tWjjJ1 !f I -- -- -- __ _ x _ .~ ) ~ ~ ~..... 1.001_ =-.y\ \,,' "1 j -;~sI- - Ii'~ ,J 1\ I \ \ I~ { I, r"':::../ (,A ~\'l-' 4:/m~ - - - - -~-~""":::...1[~~__,,' \,~ ~ll!%UliI ~;0 / i""""o~\'t-- -::;;- - A ;j \ \ \ II ~ ' ,[.....:::....3/::' ~ l'9 lJ~ ---- ~ \ ~:"" \l_r...::..~IP!1:51I. ~/ /; _ ~__,)/.".: ~ ... ~.t' \ '\ \ \\ I\~I\ \~~\\~\\~\.~ W~~~. : - ~L~~~ ~_ ~)~ \-f j"~- ~.t......... ___ - x,""= : '\ ~\ ~ ~ ~ (1l OOx \ ~) \ \"'\ \ ~ ,,::t;' ~(lJ _ ~"'" -~~ ~ -=. ,{Lr- ~ ~ I') .~ ~--_ ~ ~ 32~\(2\ \1 '-,' ~I' ~l i fI~L~\ \, ~ x, ~\~~ \ ~ --~~~. -=- ii "~-:~-=:i ~,N~...::7~__ '€fi! .....: -Co-:- - _ _ /)!@) ) I I I" I j't I \ -\,~\.I x Nt < ~~ ~, Jl--6l- \~' t! . ;:;;- ,_- _-=-- -:::::r- 6Z--_-X...-=- ~ ~ ~ 0 r ~\\ \""'-. '-. ~ ~ N ~ \. ----r-"-_ g ~ 0> III ::i~-=,(,~ h' ~ [f;~'" -'" - C--..,J--_~~- x_ \ r-: ~ _ .z.- I! x Il'l ~ - _ N. \ <0 ,- -cc.::.... -- ~~ ~---8Z , ~- -=--==--=_-:::::-~ - .::::...-- ~ ~ (. ~ -/-!:--i II I I.f-ill ~~ \ ~~x' x'_-_/ ~ /,./~~~V/ A ~ - _ -1. ....... ~ ._ - - -.:::;,.. - - == =::..= - - --~-= --=-..;::;; _ ~ .1( ~ I ~~ II x" ~ ^ J~ _ _ I.~ /c. _, ~ _ --,;;: ::::::::,.;;; N- _ g -:::..:= -==- -=- - -~." .l!... - N . ~ J- --1 / ~ / ~ - ~ :J:1!::j p - _ _ _ v--\- -~~ -==-~ \' ~ <::::::..-----=-~ .....-.;;::=--- -~.-t:'/ / (/ /r'V / / ~J~ Ill/ / 'Y -::: _-13-~ -;;}//{ ~ ~ ~ MOIj -.... a?Q,llUI -I - -;;;-~'-)- ':::::~~~a.~ - - ~ c_ -~~-. -::"-1 ~ I I /~2J 1[" x, ---- L~L,,\ ~ _ ~_ . r-. ~ ~'CI:::::::..~__ xl') --. '" r::!-..(;y .,rij-O-_ _-- - 'Ilr"'- ~~ - ~.::--1t \ ./ ~~Jt:::::-"-=-~~~~~[rj S;;---- ~ ~"aL ~4-~-fiL<- ';L ' ~-';~ -: - ~- - -- N 345243 ., - :"t- / ~ - --~ -::;=--- -- N... N N ~~-::::. --==- ----::.'1i!::.-'O;:"'-.; -z~....... O! . '" ll) E519973 II ___ v ~ r-.... \ 1\ ~\.::.x...::_-/ ....J ~::::::::-~-::::::::..- -=::::,-,,~---'-:,-,-- :=-~--::::::::-:::.... ~~~~ =-=--->L.--_ 0 'IS: ~ 2 CONST:T'1PE.1.CURBINLET~_3' ~/- 10912:18 R ..... 10,...11 \N"':ffi:~.:63- -=~-_ _ --- _- / - ~~:::--';:_,"---_"..7?-_??- --'=.-==-=-::,~~~~ "-.-~-?~~- "'- ~ r'.~ I' ......... ~ z.C~ c..v - -N_ - - ~~-....~~ ""=~ ~ ~ .1.1 ~ "- - - - - I __ _ TOP ElEV.- 28.90 1- - _ _ I'::;;: ~ -.L. E 5218.60 1.n- - - ___ - -..,. - - - .::::- - x - - - ~,- ~ ..::::"-:S=-~- 1111;1 " "--- _-..:::. ==- -oo-+- -:::.. -::.. __- _ ~V ~= 2~O:5 (E) , , )_ ~..... ~\, 393HQ _ -.J ~ ~ CONST. T'1PE .1.9 JTl _ _ - - - - - - - L - ..:::- ..:::- :;F:... :::-:.. - - - =- =- - - - - - - -=-- - I ~ - ~ ~ 1 ( ~ _-..:::-..:::-..::- -.\NV ElEV.= 21.62 (N) r ~HO~ ~ ~~ gJ 1 \ v 3H~~ltlO ~ ____ - -- -- - - - ==- ..:::- .:::- ~ ~ - - - - - ___~~c - - -... - - -'":";- - L ~ - - - :::.. -::... -::... -:::. -,.'kw. ~ - i'l ~ HO _ - ,~ ~ ~ INV ElEV.= 23.00 (W) /" /" _ 2B - - - - -- ----.::::::. sz ~ rz ~ ~-g:::: - :: - - :: :: ---- /cv 1I~ II~ I - - - . I c - N ll) ,;;-- - - - - ---....:::.. - - - - - --- l\.c:)'~ 'II - - _ _1_ 5~ .~~ - ~ -:=':l~~tF ~-- =-_3fJG~~l--- '<t \- - - - -- _ ~--=::.~s::- fff/I// I - - +J N b N '''^/~ - 3l v--.f _ ........... ~- ___ N ~ - - ,?, /j /, ~K _ _ _ ~ _ ~ i:il . , , ./ 3HO _ I \g: /= - ~ -00:1- _ ~ - - - - ~ t" I - _ (J) W Y N r--)AO _ ll) - -.. L- FUTURE CROSS-SEMINOLE TRAIL - - - !}; J &' - , ~ ..ti ~ -==- 11;"'~ ,/ " '" V -S1lt;~ ;, ~ PlUS ~ AND PARKING AREA. SHOWN FOR NOlE: -" I v ~ "0,9. - _. /.'f. n TO REMAIN. EXIS11NGGRADE Q) INFORMATION ONLY. 1.\1 1. SITE CLEARING SHALL BE IN ACCORDANCE WITH CITY OF WINTER SPRINGS STANDARDS AND _ / ~~ ~ 8- fa:; D. / t:1- - _ _ _ /' I a.EVAllON TO BE HELD. Q:; ill GEOTECHNICAL REPORT BY PSI. REMOVAL OF CLEARING MATERIAL SHALL BE COORDINAlED ;::;.. ...- /' '"'( I') ~ ~ III Q:: 4) 11_ ~ i t-- _ ;y r- t .... ('oj WITH lHE CITY OF WINTER SPRINGS AND lHE OWNER. to ~<O I ::':IX) :i~ / ,- ~- -- g ~ UE:;~- N .Jl ~ "'0 ~ - Lx/" n( -' 1- II - - - r~1/) ~ Q) ~ _ _ '"""-~~:,: ~ \ '" ) ,/ ... , _ _ m~ _ 5 2. PROOF ROLUNG/COMPACTION SHALL IN ACCORDANCE WITH THE GEOTECHNICAL REPORT BY _ ~ __ 'll _ -..-::_ I') (~ /1 ~\ c.,..: w _ PSI. COMPACTION SHALL BE ACCOMPUSHED WITH A VIBRATORY ROLLER CAPABLE OF _ ::----:::: ~ ~__ __ --= ~ .:::-__ _ ~ ~ V,. :,lL " ~ N a.. g:-- _ _ _ IMPARTING A MAXIMUM DYNAMIC DRUM FORCE OF AT LEAST 36,000 POUNDS. lHE SUBGRADE _ . ~..J4 "! \ OR ENlRANCE DRAINAGE ~ g () Qi - _ _ SOILS SHALL BE COMPACTED TO OBTAIN A MINIMUM DENSITY OF 95 PERCENT OF THE SOIL'S _ MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM 0-1557) TO A 2' MINIMUM DEPTH BELOW ~ ~ '1Ir.. '- ... '- _ '-~' ';.:: , _ __ :::;::::- ""- -::::. ct;}.......t'c .:::::- ~~~ cD ~./ g .11 ] .[ ~ - - - _ _ FOOTINGS AND l' DEPTH BELOW SLABS. ==- _ ,~ ~ ~ "" "! "-:: _ __ --..;; ~ __ _ . ~~ . ~ ~ .!: ~!fi li:I g,~ [jj - - - _ 3. ENGINEERED FILL SHALL HAVE FINE CONlENT THAT DOES NOT EXCEED 10 PERCENT. FILL SHALL -3u ~ _ - _ as- _ ~.. --- '. ~ - -- _ N ~...........~<o :8 ::.r. -- -.;;: - ~ .;:J;; ~ J;: , ~ ~ '-" a.. N - - _ BE PLACED IN UNIFORM UFTS NOT TO EXCEED 12 INCHES IN LOOSE THICKNESS. IT SHALL BE ~ , - " ~ ~-~ - ' , -.::':::..-~ '. -;X x ....; --- ~ -g ~ () 5~ - 29- ll) __ _"~ ~ ~ ' , ~ _ ~ ~_ ~ ~~~_ _ I') . ' ::):::i b :;; ~ COMPAClED TO 95 PERCENT OF ITS AS,.... 0-1557 MAXIMUM DRY DENSITY PRIOR TO PLACING __28-~ ~ _? . I')~ ~~' - ~ cD_' '-.::::-_ - 0; ;t<, l ) to :6 c:R THE NEXT UFT OF FILL. ~ . N ~_.......... 0,:,' C N _ ~. _ _ ~ ~ ~ 1 . ~ "- x '" ~ 0 . ;: ==- _" = .. 1 ~-= C _ - - -= - - ~ - ~~i'""[ - ~ ",;, ~ . . 8. ~ -~. -:::- :-.~ _ i. ._~,:;:........ ~ ~ _.:. ~ ~ )] ~ ~ ~ ] ~ 4, CONlRACTOR SHAU. OBTAIN ClEARING AND COMPAC~ON Of SOIL INFORMA~ON FROM lHE ~ ~.::::.:::: . ~ ~~ ~ --==---~ ' . :.::' ~I ~ ~ Fb-' , ::::..::- -::::---~ ~ --= ~~ 1>~ ""'4 _ &"" ~ ~ O! 0 ' W () (f) [jJ GEOTECHNICAL REPORTS BY PSI. ONE FOR GEOlECHNICAL ENGINEERING SERVICES AND SECOND r'> __:~:.;.. t 1~~!lN __ ~...... ",,-"';;f' oD -Q ~ -10- -.; _ III ~ ...:--~;:& """"....\ ~~;s>.=- (;) <&r. 0 ~ ~ 18"~ "a.. POND BERM STABIUTY EVALUATION. PSI PROJECT NUMBER 757-25189. ^ /' _ .a.~-~: =- o~~__:e-_ ........ o~ ""-~, '_ t" ~ ~ ,--:---~~~1:t~ .,::._ .:::::o.:::::o_-L~, ,""1' - ~ ~~ rS() L "-__ ~~-_ "'--- Irl ' - .~........ ~'--\.:::::o ~~ __ Cll . 5~ - ....:..-=-~_ .:::::-~ 'tl;;j.__-=-~ ,T ~"""""'..t ~ __ ": . . -..o-Q ~ i:': ~ _..~..:~ -~~~ ~ ~ ~in +J . _ ~rG-oI:- _ ~~ ~ -- C' ,,~...,...\N .C'........ ~ll) _ -=--~ r~ , - .... ..- ()~ ~1O -...:;-::;;,.,-....:::-~ b'~~ ~,;--E~ ,-v , ~ ~ Q) " ~. ~-...;:~~-=-=- ...., .........-ll)""'" r-.' ~-.....:_~::::-_x_.~ '-c: a~ c: ~~ ~~ -~~=~:;::...-~" . [1J:3- .. .. ~~~~~//i~2Jt:?;'~-1--... -':'~,"- ~~~ i. W C "0 LLI ----~~ ~ . ~"""=- . . '<t -..; "... 'x' - -:-fJ~ ~ --.........:.:. ~ ~ -;. _ ~ iii [jJ [jJ"* c: ~ i -; ~ ~ x 1';J.,t.1 x iY-'8~~~' ci;i --.a -..; .-::::: =-.lie:"~./ ~~, ~. ~-. __ _ ~~I '1<i- - .. - -L. N ': 0 ~()- ~ 00 L. ,9."0 .......... Vi' "'".",. """=---:.____ v ~ N ~- N 'r-, _ ~~. d - ~ / ~ Q:; c: ~ ~ ~ 0 c: ~ a ~ D. " ~ Q:; ~ ~ ',..v--- ~ / ~...... ~ 'vIA ~, -a.. 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III ___ - ~ -r't"_ I'" ~ v 0 ",_.:::::- ::. .......~~ <i. · ,If: '" in U () .2 -: ~ ~ to +' to 0 (",.., <'! ___ - - -tt-l' N~ ~ "tII. ---:.~ -~~ ---- v t:::/- ~1J:i c:--.. ~ +' I/) 0 0 to Q) ('oj OJ ~~_ -:::-- _ _ < c;;>';-...... , N .0"" I') ,_ - 'It.. ~ ~ _' . <0 t" ,-: --- '0 ~I ~ -c N - . c v a c --... '" - - ~- · 11:10;;'; Ill... N 'ill '" ,. - -...... -- ~ - ::-- <O~ ~ ~ I I 1 INCH = 50 FEET C = F = F.F. = G = P = W = r"T.TI~ ~ TOP OF CURB ELEVATION FLOOR ELEVATION FINISH FLOOR ELEVATION GRADE (GROUND) ELEVATION PAVEMENT ELEVATION SIDEWALK ELEVATION It1 Cll to N 100 YEAR FLOOD BASE ELEV.=15.7 (SOURCE: GEE CREEK STUDY PREPARED BY: SINGHOFEN & ASSOCIATES, INC., DATED DECEMBER, 1996.) . <0 ::-:::::-;.: ......' ~ ""-- CD . oi - _ tON ~,,--, - trAi- - ~. . __0 .., l!i rtl Q) Q) .... f- a ~ ~ ..... o , ~ ........ ~:... "'---'" 8-........ .- e c ~+' () .... f- co.- 0 '-" 0 ~ 1:: () f- Q) rtl '-" > "c Q) ~:3~n: c 0 c ~ OJ .g' > 0 -= G: .:s: o o OJ . ('oj SILT CE. -- - - .... -- ------ - - -- -- -- ..... -- - ------ Gee Creek Approxima te Water Elevation 8.4 - - - - - - - - - III .~ I') .nn. ~ N -- \ I! I I SCHENKEL SHULTZ 000 ARCHITECTURE 000 200 east robinson street suite 300 or1ando, fl 32801 voice 407-872-3322 fax 407-872-3303 schenkel shultz. com AIl.IIEAS. DESIGNS. ARRANGEMENlS MD PlANS HlICATED OR REPRESENTED BY TItS DRAWl'<<> ARE llWN:D BY AIIl TIE PROPERTY llF SCllJlKEl & SHULlZ ARCHITEClS AND WERE CREATED, EVOlVED, AIIlIlE\/ELOPBl FOR USE ON AND IN CONII:CT1ON Wl1H 1ltE SPEClfED PRO.ECT, NONE llF lllE IIEAS,DESIGNS. AIlIlANGBBTS OR PlANS SHALL BE lISEO BY DR DISClDSED 10 Nrf PERSON, ARM, OR CORPDRAllON FOR Nf'f PURPDSE WHATSOEVER WITHOUT TIE WRITTEN PERMISSION llF SCHENKEL & SlU.lZ ARCHITECTS, WRITTEN IIIMENSIllNS ON 1llESE DRAWINGS SHALL HAVE PRECEDENCE OIlER SCALE 1ll1DSlONS. CONTRACTORS SHALL \/ERFY AIIl BE RESPONSIBLE FOR ALL IllMENSlllNS AIIl COtIlI1lONS ON 1ltE JOB AND llllS llFRCE MUST BE NllllAED llF Nrf VARlAllON FROM TIE DIMENSIONS AND CONIlIT1ONS SHOWN BY TlESE DRAWINGS, SHOP llETALS MUST BE SUlMITTED TO THIS OFfICE FOR APPROVAL BEFORE PROCEEDING WITH FAIlRlCAllON. COffllEImAL COPmlGKT 2001 SCHEN<EL & SHIILlZ. WARNING: REPROOUC1KIN IDEllFlS ACRNINALOFFENSE UNllER 18 U.S.C, SEC, 508. UNAUTHORIZED IllSClOSURE MAY CONSTITUTE 1RAIlE SECRET MISAPPROPRIATlON IN \IIOlATlON llF I.C24-2-31-1 ET. SED. MD OllER LAWS. 1ltE 1lEAS, ARRANGEMENTS MD DESIGNS IllSClOSED IDEIN MAY BE PATENTED OR BE TIE SUBJECT llF PENDING PATENT APPLICA1KIN, PEe PIlOFDSIOIW. -.........e COtfSUL TAIIT8. IfC. engIneer. planner. .urveyar. EoIa Park Centre 200 East Robinson Street Suite 1560 Orion do, florida 32801 Tel (407) 422-8062 Fax (407) 849-9401 pecOpeconllne.com Board of Professional Engineer Certificate No. 3556 PEC PRo.ECT NUMBER: SS-002 (J~~ MAY J 2 2003 Elementary School "1" Seminole County School Board Seminole County, Florida revisions: drawn: .eJ checked: ~ date: ~ comm. no.: I1na6 SITE GRADING 8& DRAIIAGE PLAN - -- ~ .., >. m ~ ~ 0; N C:i ~ C') o o ~ ~ o ~ -0 a: o ll: C) ClO o o II ..... o 8 N 8 en en :s::; CII c: ~ o o en ~ ~ I- !!! "j -- -- -- --- -- ---- g ---- ---- -- (f) ,..... ~~ ___ ___ --- --- -- ]~ ~L-------_- Q)~ _ ~ ~tO _- ~ ...... --- -- ----- ~ - -..: --- ---- -- --~---- - ~ -;0 Q) Ol _ - -:::.- - _~- _'I< v \\ '- _ - \ _ " u c: ~ ___ __ -- ,..... __ - .......... _____ ___ '" ""'- __ c 0 ____ _ - _ ......... ,\ --...~., - . Q)- _ ~ _- _x- to......-......... "- ~ 1.1..<( - - - - - ~ 10 "- ~w Z- - ---- ~~-- ~-7-fj ~ ~'" to "6> 0> L ---~ 8t--- _--- _---_--x-:::::::: ---~/ . I~' :}6> ~ -.;j~- -~~~ ~~ ~ ___ ---- --- -- -- )(. - - - -- -- -- - - - - / ~ 0; x ~ ~ " '7 x U; l;. ~ z - - - -::::. ~.:::::- - - - - ~ - - /' /' (/ ) ro~ ,;- - " l,h ( c. _ - -- ........ _ -..... /' ~"! I'- " 't' I ~.:::.. --- _x;;:;---- -- .....-- ,/' I'-"!~, '\ I ,/ - ~ --........ '''' " I'- J v I - _ -x _ -, ........ ,/' \" ": \ v , - x - - - - - - - - / ........ ,,,, I'- ,,~ '- 0 Cb ( :d I ~~-- - - ........ /"'''' ........ ( -;;;..:::::: ~ _ _ - ........ "-- -7 - \ cO \ '\ \ x ,>< X -;;:?- - - /....---- -&-.. ......................... '" /' x \ \ "-.. ......... ~~ ""1 \ '\ r\\ -1 _................ /' \ \ "x~~ "! '\ ~ 5 / _ ........ ........ '" \1'- . \. __ \ __ , ........ /';! \ \ x;; \. ~_ -- / - , ........ /.n \ 0> '\ \ \1 -,~.q- I/.- - - ~ <I.l.~ ................ /' /' x \ \ ~, '\ x \ \ ~ ./ ;.....- ......... 0 ~ ........6/ to r- tj) ) . "\ ~ _J-.---6--------------6-- .go> ~ ........~........~] \ '\ \ ~ x' ~ "'-e__J~ _ - \ W 0> x x c~ . -"'\ \ \ x CD' I - - \ 0> III cb .~ - ~- -....... :.J ill........ . __ . \ \ c::j * II x \ \ ,,:a>o _____ ';;' ........... Cc .........~. _6-.- \ to III II \ co +' I _ ........ '-.- ---" x III , \ ------ - ~-- ~ ./'- :g~.. -A;/ . '--J \ /. 6'J2. :f1 \ - - tj I'- "! . (on <( x co co I 8- - -- r- III \ -- 'I "'08. x -:::;:-= ___"-..~ to r ""- .x "! r--, C5 I- ~ ~ - ~ _..7" ~ x N......... '---- co) 0> I 10 ,I Q) ~ ..r- ~ . . ......... _____ _ - - - ~ . x v/ x /\ 'U ,>< - - - - _ .' ..t .. ----- - 'l:! / .~, \:\'........ ii! ro :g CO >< 5 ~ I -- ~- 0.... ./""--- to / to ~ ........ " ........ / "'h-- ' I , Q)O> ~ \ _-8--- . ~~ ~'O . . x // 1 ~........~ "----- '-/' / lDxf -- ~ df. v I ~~ , - . ro k -- 7 ~~ II? " -- --. W x ~ \ ' I Q) Ol ---- \ x _-0..0-- -- f/ ~\ ~ ,,:g -- \. /'/ I x 0 I gg -r- \ ~ --- ...- ...... 9"><- ~ I to ~ /' ~ \ ~ <( _ - - - 'I /J. ~ / ~ <3 x'" W . ~ A ) I \ \ ~/9 \ \ 'Cb o;-! - ---6 _ _ _ _ ~ ~ I, \ ,/Oy ~" " i (~ : I ~-9--~ ~ (<-; '). e ~ \ \ · ----~~~ '\\ \' \ ~~ q %::::. II ! ) f3 1 x \ \ J \ " " ___ \ 1-- -- . ~ 1J.pr ~~ 7J ~.....; \ l~,' / / ci CD -e ./ \ \ ' \ ,~ 6............. I e- - - ;?' - - "! \ ~'\\ II \~. 7 --. \ 'I _ _ - - _ r _).2 "t-. : - _ _ _ - ---~~</ 0\'\ 100 YEAR '/ J 0 ~ x .' \ \ \ '~ "'-, :6 "'" >< -\,- _ - - - -\ ~ I ::. _ ---- 0> :0" ~ FLOOD LINE {~~/ x x \v \ \ N 4549.70 '\ J ~ ,,~~ " '\ , I _f:-, _-- fl__ _ I'- ~/"-,~ ELEV=157 //.;; ~\", \ \ E5460.85 \~ "}, \ 1- - \ - - - -- -- - 0> ;:;- --{? "",,-- ~ ... ........ . . - -- / I" I", x' \ ~ CONST, CONTROl STRUCTURE \ 0." " " I , t:--- -1>l_ - ~;; x- ~'-......... Z'~ -==- _ _ _ _ _ _ /' / ~.( ~ ~ 6>~ x \ \ SEE SHEET C014 FOR DETAILS 17 \:g ",~~ "<" ~ " _ - - en - - _ ";..j- ,fL...........::::::--: - - - - - ~o; //' ~ x 6 ........ \ GRAlE EI.EV.= 20.00 ~ \ ~ ~ :g ro '\ I - - -_ ~ ---;- ~_ -~ -_ ~/ / x .............. INVELEV.= 18.80 WEIR ~,~ . "_ , _ __ --~ "! ~ l...~" " . INVElEV.= 16.50 E) co......... ~ /' ('; " \1 ,II '5- - - __ ---~-<--rL~- ::::::--Zl_ ~ ""'- ~~ N4593.48 '~~ \~......... x L__6e. 1>< \ ~ -- -- ;::: - ; ~ x--t>,,\ ---~,(~~~"-.. "- ~~" ~~~~h" lD \ ~ x ~ \,-- -- I II .n _ _ - .--,- ----...........~ ~ __ "- _ _ - - p ~ ~ ~ ~ ~ "::::-- ~ " \ INV ELEV.= 16.00 18 ~, ~ ) , \\ " 1\ --- 9 ~ $',~ 15- ~"""~;~,, "S::: ~ \0v \('/ ; \\ \ n----- ~ '........................ ~ o~~) \ ~ - ---~ x -~:.....- ~ q ~-; . .~ I ~ -- ......... ........ v . -- - ,-_ ......... 0 ,>< ........ .............. " IP AP. . g ~ I ,_-- . _ _. ~ ~ '-"IO'~'6> ~~ x \ \\ ,\_Q--- - -- ~~~~~Cll"" ", I'Q ~- _ _ _ ~ \ '\ ;. \ - - ~~"\. "'-$/f'/ ". ~ ,"" '" ~,~~ 0~ : \ \ \ ,,, ----~ ~~ f','"~,, " '0"~~~..f~ ,~ ~ "" """''''' ,,,~~ ~ _Q) - - - - - - - " ,,<'I' ~ ". ,," " " , ,~ ~ , I , 6>/ :'-.':" ~\ '\ '" 0" ~ "-~ \ \ \' .., , '/.9, ;;'6'. ~ ~ " \ \ '\ " " ~"'" ~, ~ "= \ I \\ ,I "'~ v:\.; \ \ \ \ '\ '\ ~~~ ~ "= ~ \ \1 r- _- lD \ \'r ~ \\ \ \ \ ~ \ ~ ~ ~ ~ \ \ \--- , io . x \\ ~ \ \ \ \ \\ .......... ~ >< :3 I ........ -; \ \ '\ \ \ \ \ \ 0), ~ ( ~ '\ \' ~ - " ~. \ \ '\ \ \ \ \ \ \ \ r" " V \ \ 0 15 "\ \\ '\. \ \ \ \ \ \ \. \ \ - - \ g ,\ ~\ \ \ \ \ \ \", \" '\ ~ \. ~ _ '2.'- - - -.. - -_ - - -'\ '\ \, ".rc\ ~ \ ,\ \; \ \ \ \ \ ~ \" ,,\ ~ ~ \1 - - - - "-t _ x _ - - - ( CjQ."- " ~O" \ \ ') \ ~ \ \ \ \ \ \ ,,~\ -;, \ , I - ~8 ~\ \ ~ '\ \ \ \ \ \ \ " \ \' \ I.~ SILT FENCE. \ "AA.,.. ~ \ \1"\ '\ \ \ \ \ \ \ 6''', "" \ , \ \\ ~ ,r . J' \ I 118 '<!1!SJ ~ 6' I \ '\ \P \ \ \ \ \VETLAND........ \ 0::" I " -- - - - 1> L. -- - ~,1 ~22" ~< /~ 1\ \. '\ \"\ ~\ ~ ~ ~E ~ ~ ',"" \ \t - - - , - AA 18 18" '" SlL FENCE. ~ tj). \ \ \ 4' m', " \ \ ~ ~ \ \ \ 25 WETLAND . '-................. "s ~G.....__:":1 ;-.... _'2.~---- /'" aP,.10 '\~5" JQ~8" '\\~ \. \ \\~\'\ \ \ ~,,~:l ~<~~,' , 'V, -- / ~ 40" 23~' ~ \ ,,\ \. . ~ ~~~~~. ~ ~" \' __ - ~4235.74 '\ \ ~ " "x . _../""_ ~ ~ ~ ~ \\ "" I E 5420.42 .. 15" aJY.. \ \'" '. \" \ ~ ~~ I'- , -- __ - ,,\ :~. rii'i= ~.~~L.ET 14 ~4" \ ,"" "" ~ I ~ 'S- ~:cil'- ~ '........ ~ \1 ~ , ~20CONTRACTOR TO PR~IiG;~' // '\~ ~ \ ~ '-\...~\ ~~~i ','~~' ~ , \ I!Ql THICK #57 STON~I CH~ :6 NOTE:/ N ~ ~~ \ f' / ~~ 8 ~ ,~" \ \ g: \1 , Y~D AROUND P S. ~ CONmACTOR TO U IZE x ~ ~ ~ \ \ <9. ~~~~"-::.,~ ' ro J\' ~~ cO ~ " \ '1 ~ x APPRoX. 2800 CY 0 \,.... /1~~~~' ~ /\....- -j, ~ \. Q co , I x STOCKllLED FILL \ 10 \, ~~_--,,-~~;r,\ <~~ ~~ \ .L FROM IS AREA. \ ..- \ . j" ";....~~l~~ -)\: . t ~ \ 0. \ Q. I I' ~- v . ,,"- _ \" ~~ \ '- ~I ci "CO"" '\ <9_ ~ ~ 1 I ~ \ -\_ : I C7~\ 'Z.. -- "'-', \ I, I \ \'l~,\ '8~ '\ "'-- "'- \ , \ \ \ \ N~l70\ '\ \\ \", .. ~-~" ~ \1 ~ AlE .= 26.QO. \ - _ . , \ "l IN"" ELEV.=~0.14 (S)~ \ \ 6' - -~ . '\' '1 '" 7. , " " \" 1 I') ~'" ,,'\ \ ~ '\ " )1 "l /" t, ? ~ \ \ \ "'-', "'\'1.. I, ( · ~~ \ I ( / ( \~ " \ ~ ~ \ \1 '~E ~ ~~ \ \ '" ~-l ~ \ , '" INFar~c:~~ I <- ~ '\ \\ \\ ) r---- x\ __~\ ~ , ~i- _ - \1' SH C015. ": I I \ ~~. /1 ~ .. ~\-, ~ \ CONTRACTOR TO PRO DE 6. ~ , , THICK 157 STONE IN CTRICAL I 1 \}x I \ k '\ \ YARD AROUND PADS. I I I ./ -..... J.... ~ / L- -A ' ~ I " / 6. ,..: c::j x ii! MA TCHLlNE - COO? . GRAPHIC SCALE 50 0 25 50 ~II 100 I 1 INCH = 50 FEET E N T, C = TOP OF CURB ELEVATION F = FLOOR ELEVATION F.F. = FINISH FLOOR ELEVATION G = GRADE (GROUND) ELEVATION P = PAVEMENT ELEVATION W = SIDEWALK ELEVATION SCHENKELSHULT.2 CJ CJ CJ ARCHITECTURE CJ CJ [ 200 east robinson street suite 300 orlando, 11 32801 voice 407-872-3322 fax 407-872-3303 schenkelshultz.com AllIllEAS, DESIGNS, ARRANGEMENTS AND PlANS 1NIllCA1ED DR REPRESENlED BY TIIS DRAWING ARE OWM:D BY AND TIE PROPERlY OF SCIRKEl & SIlUllZ ARCHITECTS AND WERE CREATED, EYDl1l8), AM) DEVELOPED FOR USE ON AND III CONNEC11ON WITH TIE SPEClFED PROJECT, NONE OF lllE 1IlEAS, DESIGNS. ARRANGEMENTS DR PlANS SIlAll BE USED BY DR DiSClOSED m ANY PERSON. ARM, DR CORPORATlON FOR ANY PURPOSE WHATSOEVER WITHOUT TIE WRITTEN PERMISSION OF SCHENKEL & SlU.ll NlCHIlECTS, WRITTEN IlI\lENSlONS ON THESE DRAWINGS SIlAll HAil!: PRECEDENCE OVER SCALE OIM:NSIllNS, CONTRACTORS SIlAllIJERFY AND BE RESPONSIBLE FOR AllIllMENSlDNS AM) cotIlITlllNS ON TIE JOB AND 1lllS lIFACE MUST BE N01IFED OF ANY VARIATION FROM TIE DIMENSIONS AND CONIlIT1DNS SHOWN BY TlESE DRAWINGS. SHOP DETAILS MUST BE SUBMmm TO TIIS OffICE FOR APPROVAL BEFORE PROCEEDING WITH fABRICATlON, CllNFlIlENTIAL COPYRIGHT 2001 SCHENKEL & SHULTZ. WARMNG: REPRODUCT1llN HEREOF IS A CRIMINAL OFfENSE UNDER 18 U.S.C. SEC. 506. UNAUTHORIZED 1lISCL0000E MAY CONSTmITE 1RAIlE SECRET MISAPPROPRIATION tI VIOlATION OF I.C.24-2-31-1 ET. SEa. AND OTlBl LAWS, TIE 1IlEAS, ARRANGEM:NTS AND IlESlGNS llISCLOSED HEREIN MAYBE PATENTED DR BE TIE SUBJECT OF PENDtlG PATENT APPLICATION. PEe I'ROFRSIOIIAL ~ COrfSCI.TANTS, IfC. englnee,s planners surveyors EoIa Park Centre 200 East Robinson Street Suite 1560 Orlando, Florida 32801 Tel (407) 422-8062 Fax (407) 849-9401 pecOpeconllne.com Board of Professional Engineer Certificate No. 3556 PEC PROJECT NUMBER: SS-002 (). S -(5Ji ~ MAY 22 2003 Elementary School 11111 Seminole County School Board Seminole County, Florida revisions: drawn: .eJ checked: ~ date: ~ comm. no.: ~ SITE GUDING I DRAIIAGE PLAN MATCHLlNE - C010 \ , I CONST. 333 LF \, \ \ I 4- FOC UNE. N 4031.68 N 3781.39 1 E 5283.71 CONST. M.H. E 5193.78 1 I RIM ELEV.= 26.00 C B CONST. ".H. Q.. INV ElEV.= 21.69 r~ RIM ElEV.= 26.90 9 I INV ElEV.= 21.56 E INY ElLV.- 20.40 00 ~ \ , . INV ElEV.= 21.46 S INV ElEV.= 20.30 ~ SCPS "I" 41LF..,8- PVC ~ \ , ~. SANITARY CONNEClION TWO STORY BUILDING o O.40X \ \ SEE P102. N 3n6.63 , ~ \ \ FIRE HYDRANT F.F. ELEV. = 28.00 \ ASSEMBLY E 5153.04- \. N 3953.42 CONST. ".H. E 5299.59 A RIM ElEV.= 29.20 FIRE DEPARTMENT INV ELEV.= 20.14 ~~ \ \ CONNEClION INV ElEV.= 20.04- \ N 3948.54- 2OlF..,8- PVC ~ E 5298.47 CONST. 1430 LF \ , Ff' PVC W.... o 1.00X lOOP & \\ . \ ....- ( \ \ \ \ \ \ ) / / / ) < '- -- ----- \"~"- I~ !\ ~ \ \~\ \ \'L '\ -- ~ . / "- "- "- I / / / ! I I I I I I I ) / / '7 / I I /'"" ) / EXISTING 2- WATER UNE. CONTRACTOR TO COORDINA IT WITH THE CITY OF WINTER SPRINGS FOR USE AS TEMPORARY CONSTRUCTION WATER SERVICE. I / / / / / I / / / / ~ / / I F~ UFT STAlION DETAILS SEE COl8. N 3755.31 - - - , , \ t , ----- --x - .:::..-- - ~ - --:...4 - --- -- --x - --.....L -- - "- '\ \ \ \ \ \ \ '-- -- \ \ - ------ --- - - - -- --- - - - -- --- ~ ---- Gee Creek Approxima te Water Elevation 8.4 - - - 3HO_ -- ----- I I ~ CONFUCT CHECK CHECK SANITARY BOTTOM NUMBER IN'l{RT OF SAN PIPE 1 21.25 21.16 --- --- 36 tlllty P -3HO__ , '-3Ho', --- - -oo~ t3;\ UlRlly ~ ~ ~ ~ --L ,:~,~ -- -- -- ---- <.... , , ----~ - - - --- -~x ___ - - -- -- ----- - - - -oO.:f- _ _ --- 3HO_ -- ----- --- -- 3HO FUTURE CROSS-SEMINOLE TRAIL AND PARKING AREA. SHOWN FOR INFORMATION ONLY. ill - - - --- )( h.._ \ --- --- --- -- - - - -- - - - -oO.::J-- _ _ 3~o _ _ "'\ 3HO_ - -- NOTE: 1. CONTRACTOR TO INSTALL 14 GAUGE TRACER WIRE ON ALL WATER AND SEWER FORCE MAIN UNES PER THE CITY OF WINTER SPRINGS STANDARDS. SEE SHEET C016. 2. CONTRACTOR TO INSTALL OMNI-BALLS ON ALL FITTINGS OR CHANGE OF PIPE DIREC1l0N FOR THE FORCE MAIN FROM UFT STA1l0N TO POINT OF CONNEC1l0N OF EXISllNG 6- DRYLlNE. OMNI-BALLS ARE TO BE INSTALLED ON WATER MAIN FROM CONNEC1l0N TO METER. 3. CONTRACTOR TO VIDEO TAPE GRAVITY SEWER MAINS AND PROVIDE A COPY TO THE CITY OF WINTER SPRINGS PRIOR TO THE FDEP CERllFICA 1l0NS. \ \ +- \1-- \ \ \ \ - - ...- u- . 8 ~- 'Oc o cP u of!: !!..J o ,......, '0- C 8 ::J .- o ~ 5>~ ... '-" Q) -0 Q) C C ;:):J - --- --- ~- ------ ~-;- --- --- Q) c __0 ~ Q) --- ~ --- --- -- - -- -:- - ---=== --- a ., lO. D ~ L. II ') D ... 'Ii ;) ') ;) ;) ... iI ... :5 ;) ~ ;) J ) ;) ) ? ~ ) ~ ""'" "- ""'" ~, ""'" ""'" I!P... -......' ""'" .... -..:::-..:::-~ ' .-::::::- ""'" ........ ~ ~ ---...... ~ --~~~ . ~ --..:::==~~ ----- --.. ~---------- - ..:::-~.........-:' ./ ./ - .:::-:;;.~ 81.10"] ./ -., f.t.Jn,J, " / - _:::::--. ?#8~ .. --., ---- . - Q) c o .c a. Q) Q) ~ ,......, -0- C 8 ::J .- o ~ 5>~ ... '-" Q) -0 Q) -- -F- =- o 00 +' en c +' .- C ... Q)a. Elf) Q) ... mQ) C..., w~ >, ;4;::~ =0 +' ;:)>, +' 'Lou ~ - -- ! I , , . ) ! I ~ - - - -- - - - ~ GRAPHIC SCALE 50 0 25 50 ~II 100 I 1 INCH = 50 FEET -- -- -- -- -- -- -- -- - - ---- TOP STORM PIPE 19.65 STORM INVERT 15.00 SCHENKEL SHULTZ 000 ARCHITECTURE 000 200 east robinson street suite 300 orlando, fl 32801 voice 407-872-3322 fax 407-872-3303 schenkelshultz.com AIl.IlEAS, DESIGNS, ARRANGEMENTS AND PlANS INIllCAlID OR REPRESENlm BY 1lIS DRAWING ARE OWNED BY AND TIE PROPERlY OF SlHNKEl & SHUlTZ ARCHITECTS AND WERE CREAlED, EVOLVED, ANO DEVElOPED FOR USE ON AND IN CONN:CllON WITH TIE SPEClFED PRo.ECT, NONE OF lHE 1lEAS, DESIGNS, ARRANGEMENTS OR PlANS SHALl BE USED BY DR DISClOSED TO Nff PERSON, ARM, OR CORPORAllON FOR NffPlJRPOSE WHATSOEVER WI1liOUTTIE WRITTEN PERMISSION OF SCHENKEl & SHlI. TZ ARCllTECTS, WRITTEN IMMENSIONS ON TIlESE DRAWINGS SHALl HAIlE PRECEOENCE OVER SCALE D1I1:NSIONS. CONTRACTORS SHALl VERFY ANO BE RESPONSlBlE FOR ALL IlIMENSlONS ANO COtIlITlONS ON TtI: JOB AND THIS OfFICE MUST BE NOTlAED OF Nff VARlATlON FROM TtI: IlIMENS10NS AND CONIlIT1ONS SHOWN BY TIESE DRAWINGS. SHOP lIETALS MUST BE SUBMITTED TO 1lIS OFfICE FOR APPROVAl BEFORE PROCEEIlING WITH FABRICATlON. COfflIEIfI1AI. COPYRIGHT 2001 SCHENKEL & SHUlTZ. WARNING: REPROOlJCT1ON HEREOF IS A CRIMINAL OFfENSE lJIllER 18 U.S.C. SEC. 506. UNAUTHORllED DlSClOSUlE MAY CllNSTlTUTE T1WIE SECRET MISAPPROPR1ATlON IN VIOlATlON OF I.C,24-2-31-1 ET. sea. AND OTHER LAWS, TtI: IDEAS, ARRANGEMENTS AND DESIGNS IllSClOSED HEREIN MAY BE PAlElfIB) DR BE THE SUBJECT OF PENIlING PAlEffT API'lICATlON. PEe PROFESSIOIIAL EJ'fGIIzn- COfIfSfI. TAIITI, IfC. engineers planners surveyors EoIa Park Centre 200 East Robinson Street Suite 1560 Orlando. Florida 32801 Tel (407) 422-8062 Fax (407) 849-9401 pecOpeconllne.com Board of Professional EngIneer Certificate No. 3556 PEC PRO.ECT NUMBER: 55-002 QQ,~~ MAY ~ 2 2003 Elementary School "1" Seminole County School Board Seminole County, Florida revisions: drawn: checked: date: comm. no.: JJ!J taR ~ ~ SITE UTIJTY PLAN --- iil -, ~ ~ GO ~ M o .- ('I) o o N M S; o i 'C ..J i= ::> o (; ~ o 8 N o o en en os::: II) c ~ o o en ~ ~ I- ~ -- -- -- -- - -- ---- -- - -- - -- - - -- - -- - -- - - -- - -- - _-x - --- '- _x- -- -- -- - - --- --- --- --- ~ --------- ------- --------~---- --------- ---- -- - - - ----- --- --- ----~ \ ----, __x-- - - , -- --- '~~ -- ~ -- "---- ~, /' \ ---\\ \\ \:>< \~ / "if / \\1 ( /I!:(/ ,~ \ I ;: ~ ) \\ ~ ~ \ ~ ~ \ I \, ~ "'~ I \ :>< \ ,Cb~ "'-"-", \ II '" " \ 0.~ ~ \\ \~<1- '\ \1- _ _ - - "'- '\ \:>< ~ I " \ I \ \ '\ \\1 ;:~ ) ,~ \( r- -/ \ I ~~ " \\ ~~~~ ~ \ \ I \ \ \ \ \\ \ II \ \ \ \ ~ --- -- ~\ ~ /~ ) ~ ~ \ ~J ",^\ / /'" '/ . ---.. ~-<::. . . "'" "\ / . \ - --../':../ \ . --- "","'" \ ----"'" \\ ~ \ \ \... __x-- --- l- -- ----- -- - _- '1.- --- -- -- -- -- -- -- ~ ~"- -... /"",.............. . ~ ./ .............. ....... ....... ....... . ....... """ ....... ....... ....... _'1.- _-x --- ___x- __-- -- -- ----y.,-.= -- ---- r~-- \\ \ I \\1 - 5~ I ~- o D \ \ ~ ~ \:>< . *- . I ~. u; '-- \\ Y;" --!~-- I '- (:' /"" ...... - ..., CD 0-- o~ I I ~8 /~ ~i / \1 'o'~ /~2 G:~ / :>< .01- / Cl. . " \\ ,.~:k i! _~ kfll- --~ -1) - 1dO \- ~ \ \ 1 - ~- - - \ \ /- .:::.-- , \~,Z>;- / / \ ~\I ~ " ~ Cl. , ~ t ~ \11 ::i "- \11 --- ./ r ---~ II II I -- -- ~ ~\ ~, \\ \' ~ \ ~, \' \ \ ~, \\ \' ~ \ ~, \' e. ~~ I \~ \ '\~ ~ \t CD ~ \ It ~ I I' '" ~ ~ ;\ ~ \ I, ~"-_ 1\ " -i " I -- 1>\ ~ \ " \' \ \ ~ 1 ~ ~ , '\ \ I \ \ \ ~\ ~, \\ \' ~ CD O1m "Om wI lIlco ....0 21 ON ~..- ~/ / / ----- --- -- \ ,\ \ \ \ \ \ \ \ \ \ \ \ \ \. \. \. \ \, \ \ \ \ \. \ \ \: \. , \. ~\- N 4226.99 E 5353.88 CONST. M.H. RIM ELEV.= 26.67 INY ELEV.= 22.62 (E) INY ELEV.= 22.52 (S) -- \ \ \ \ . . ""."'" \........ "p 0 i " ill I .1 I , I I tr I CONST. 333 LF , q 4- FOC UNE. ,I \ \ I \ ~\ \ , \ , I' ~\ MATCHLlNE - COOg \~ \ ~0. \ ....... ~~ ~ ~ ~, \ --- ~ <'~, -"', "\ II ) '\ ',il \ \ \ \ \\ \ \ '\'-~-- \ . , \ \ '" J '''----, ~'- ~ ........... \ --.."", ~ /' \ \ \ ) /' /' r-- ~ ~ \ \ ~ \, < " "--- . . ..-"""\ . ....... ....... ....... ....... ,-- " \ \ , ,,' ".'" ., ARE HYDRANT ASSEMBLY N 4238.21 E 5494.19 N 4227.35 1 8 45' BEND N 4241.83 1 8 45' BEND N 4194.30 E 5522.15 CONST. M.H. RIM ELEV.= 27.56 INV ELEV.= 23.40 (El INV ELEV.= 23.30 (W) E ....... ....... \ .......~ D ill N 4255.52 .............. ./ ........ ./ ........ ./ ....... ~ GRAPHIC SCALE 50 0 25 50 ~II 100 I 1 INCH = 50 FEET CMWIY PFE MAlERIAL Nt) SPEaFlCA110NS 6 PVC SDR35 8 PVC SOR35 MAlERIAL SPEaFlCA110NS PVC PIPE: ASTM 03034 PVC JOINT: ASTM 03139 ~ MAlERIAL Nt) SPECIFICA110NS 6 PVC SDR25 MAlERIAL SPEaFlCA110NS FM PVC PIPE: AWWA C900 FM PVC JOINT: ASTM D3139 WAlERMAM MAlERIAL Nt) SPEaFlCA110NS 4 PVC SOR18 6 PVC SDR18 8 PVC SOR18 8 DIP CLASS 50 MAlERIAL SPECIFICA110NS PVC PIPE: AWWA C900 PVC JOINT: ASTM D3139 DIP PIPE: AWWA C104. 111, 115, 150, 151 DIP JOINT: ASTM A21.11-85 NOTE: CONTRACTOR TO REFER TO THE CITY OF WINTER SPRINGS WATER & SEWER DESIGN & CONSTRUCTION SPECIFICATIONS FOR ANY ADDIllONAL INFORMATION. 10' 5' 5' PROPOSED GRADE ~ ~1~ ~ ~ ~ .... :::E a::: _:J oP.:i ClOL\J o .~ a::: ~! ClO~ u: @5~ 10~ PIPE ~ DETAl. L\J Z . :J "'0 ~ o CONFLICT CHECK CHECK SANII Y BOTTOM NUMBER INVERT OF SAN PIPE 2 22.46 22.37 3 22.71 22.62 TOP STORM PIPE 20.41 20.98 STORM INVERT 18.49 19.06 SCHENKEL SHULTZ [J [J [J ARCHITECTURE [J [J [J 200 east robinson street suite 300 orlando, fl 32801 voice 407-872-3322 fax 407-872-3303 schenkelshultz.com AtlIlEAS, DESIGNS, ARRANGEMENlS AND PlANS NlICATED DR REPRESENtED BY llflS DRAWING ARE llWfED BY All) TIE PROPERTY OF SCHENKEL & SHULlZ ARCHITECTS AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WIlli THE SPECIFEO PROJECT, NONE OF TIlE 1lEAS, DESIGNS, ARRANGEMENTS DR PLANS SHALL BE USED BY OR DISCLOSED m NIV PERSON, ARM, OR CORPORATION FOR NIV PURPOSE WHATSIlE\IER WI1liOUT TIE WRITTEN PERMISSION Of SCHENKEl. & SIIJL 11 ARlHTECTS, WRITTBlIllMENSIONS ON TIESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL \/ERfY AND BE RESPllNSlBLE FOR AllIllMENSlllNS All) CONIllTlONS ON TIE JOB AND TIllS llffICE MUST BE NGnFED OF NIV VARIATION moM THE IllMENSIONS AND CONllITlONS SHOWN BY TlESE DRAWINGS. SHOP IlETALS MUST BE SUBMITTED m TIIS lIff1CE FOR APPROVAl. BEFORE PROCEEDING WIlli FABRICATION, COM'IlENTIAl. COPYRIGHT 2001 SCHENKEL & SHULTZ. WARIING: REPROOUCTKlN 1DE0F IS A CRIMINAl. OffENSE UNDER 18 U.S.C. SEC. 506. UNAUTIlORIZED IllSCUlSURE MAY CllNSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOlATlllN OF I.C.24-2--31-1 ET, SEa. AND DTHER LAWS. TIE 1lEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENtED OR BE THE SUBJECT OF PENIllNG PATENT APPUCATlON. PEe PROFESSIOIIAL ~ COIfSCI. TAIITS. IIIC. engIneers planners surveyors EoIa Park Centre 200 East Robinson Street Suite 1560 Orlando, florida 32801 Tel (407) 422-8062 Fax (407) 849-9401 pecOpeconllne.com Board of Professional Engineer Certlflcote No. 3556 PEC PRO.ECT NUMBER: SS-002 OqB.d;L MAY 2 2 2003 -' ----- Elementary School "1" Seminole County School Board Seminole County I Florida revisions: & Wr>~8IP drawn: J!J checked: ~ date: ~ comm. no.: ~ SITE UTl.lTY PLAN ~ .., >. ID ~ a.. &l Oi '" N o C') o o ~ o 1 .J i= :;) u. u. o '" ..-- o ~ ..-- ..-- 8 '" o o (/J (/J ~ VI C ~ o o (/J ~ ~ .... ID - ,;,; I 40 30 25 20 - , , s SCALE HORZ. T-30' VERT. T-3' I (\) r~ \ ~ I \ '\' ? ~ .',:>/~,~~\ \~~\ STA. 500+41.72 ., . . .Ii' ,'1.J':. \\\ 17M IT \ I, .' Xr;(. '. I,' ",,', ';/. · ~ (1) 8"~ ~ ., \ .:,'. I . , . 'e" .' I. . ,I.: ..: -',,J;.' ;", \ l'-.):: J' 'i~ /1, 'f' ,r ,l " JI' /C.~ ~ ",' J I, , t l i, ' " " " , j' \ \r.~x;;~,!(.."".~~~{:,t~. '.:../,"" !t>~~~~~~ ~ < \ "i(~\ tr. ~ /', ..: /,//~>~/:, ~", ,_"",,,.~:'n -~""'; ~ '. W. ..... W. i' ~ ~". I, . / ,/ ...- L.LL_i.': ,~.(,~,,,.., ' ::--- ....... ""..... -;{>' ~ . .-1.....~ ..., ''1.' .:~ '':='' '():lU\ to-:> - \ vl~~.5 ~+OO / \ '~~.~ U\ O'l:: If> - I r---4.~- / ~....,., ^ ....~~ - ~ - J \ L___ .~ /\i(~\ 1_ >>. N,N; ~.. ~~-.r~..-= Sl ~.DO (~~ \~~~~~ \ f' ___~! '" -~~ 0Pl JL~.7A- L ..~~,,~ \ I "~ ~7~~_ ~~ '0) .%: l'-.)_ X E f~35.60 \ "r'~ \ in tlC ',1 U\:: ~~~:: en Ot" 0:: ~ ~ " ) ~$/'1'1 -=,'~ ~~~ ~ ~ ~ ~r~ to ro~ OJ ^\ ~ I tf: ~ &, ~'. a> ~ ~ -0 I & ""'" STA. 500+40.81 1 CONTRACTOR TO PRESERVE .- 10.54' RT. EXISTING HISTORIC ROADWAY \ (1) 6" 90. BEND UNDER DIRT ROADWAY. \'D -=' a> --\\- ..... to (\) ,.-.- (I) (I) (j) ..... ) o w ~ ~ N'" ~03+00 to-:>t- )l ~Xl\\" c~~ '-1 ~ + ~ \ ?J\..> O'l I ~~ X l \.'~ \\~ \ - - ~ / $;;' ,./\"\ ~ \ ~~ ~\ t~ ~ W ~ \\..-> 'Vl '- ~..9..' - - - or t ~. '5 II", '-l. '''-", . '" ;,. "'tJ' .~'w ~ ~+oo'~\~, ~\~oo ~ -.-. '..> to-:> (I 9.. ()\. . 0 ~ U' I - ~~ ~ \ . ~ - .~, - I ~ ~ - I. \"""'~. -='- . ~ _ U\ .(1- "~~ - lIP\, ~ " a~' ~ \i~ . ~ ~~ '-' 1~~' CMP ~ ~ - - 1 to-' ~~ (Vl ~ 0 ~ to-' ~ (~ .~ ~O~\q~o~ ~ .o~ ~\tlt ~ en:: -0 -~~ ~"~-i '-;"~y ().I 0). T \ ~. 'Vl '0 ~ O'l ~ ~ r - \ ....~~ ~ ():l ~ 0 tv..... Vl ? ~~ tv ~ O'l 0 <. ~ \' (I If>'():l VI ~ tj) . \ .\~ ~ to-:> ~ - ~ ~ '1 \ \ ()\ ~ S t--J. LaJ Z ::J - -:I: ~ < :2 FOR CONNECTION INFORMATION SEE SHEET C012. /DIRT DRIVE, REMOVE '" REPLACE. ~ x~x x x_@x ~ T~.~7w w~w ..l..... W W W .U)~ w~w . '1~ ~.. ". . . ~ ~ . . . . .4 - . ~ .I V ~\I '\ _, .. /. ,t ( ..> VI '():l Vl Vl' ~ ():l ~ 5~+00 ~ -' 505+Q9 m ~ BAS~INE O~ CO~TRUCTION ()\ cp~... ..... ~. ~ ():l ~ :: ~ PM AlN71 ~03"W 'AI' fy _~ ~AI ~*\1::~' J~'- Vl _, OPL ~ OPL ~rL -:;: ~"It y&. ~ !..J '( y y Y Y I '-tal, Y Y Y Y 7 y y Y Yo. =- (j)~_ -~~ ~ ..... 0'l';..J U\~ Ul . l'-.) en )( 0'\, ( X \>:: X r\ --l. ~ X v ~ x to' ~ ~l.. '" 1253 LF-1 0- LD 6" F.M. (\) f'\ L.\ 614 LF.\ 8" W.M. \ ~ .L: \_ ..: .~ \ ~"'o ~ :~ 7 .~,.J. ri-- ,~... ~!I," AI . -ftI /I ~ OPL ~ Y Y l ~ ~y I I Y Y Y y (j) ~ .~ (j) . I.D "" X \ ' - (II ~ 0- (0 1.0 ()\ (\) o ~ x~~. to.:> o ~~ x ~ :- '(0-;' ~ <5()\ 508+ 00 (0 .... .... ,l ~. w . . ~+OO .()\ t-:>tl'-.) _~. 'r, , 'PI. _ . I J~l. v _w' . ~ I 5 \)ot'"' ~ '\ ) ~J tv :J ~ CJ \6 ~~ ~-J to-:> 11J 0..... () ~v -...... ..... <. (\) '0. ~. 11) -r-or - a; U\:: \.:0:: - 5 (I) ~ '...1 o ""~ o~ . ~ .... ~ ',,- ..... UJ. J? ..... - ....:: . to-:> en~ ~- to-:> ~ -():l .~ -- . t ; I J o Q ^ SAWCUT, REMOVE EXISTING CONCRETE AND REPLACE WITH CONCRETE PAVEMENT (MIN. 6") TYPICAL. PLAN OLD SANFORD-OVIEDO ~OAD OlD SANFORD- OVIEDO ROAD STA.506+42.41= WADE S1F<tET STA.600+00.00 -CONTRACTOR TO DEFLECT F.M. BETWEEN POWER POLES AND EDGE OF PAVEMENT. CONTRACTOR TO COORDINATE WITH FLORIDA POWER CORPORATION. CONTRACTOR TO DEFLECT F.M. BETWEEN POWER POLES AND EDGE OF PAVEMENT. CONTRACTOR TO COORDINATE WITH FLORIDA POWER CORPORATION. MAINTAIN 18" SEPARATION F.M. BELOW STORM. OLD SANFORD-OVIEDO ROAD PROFILE RIGHT I ; ~ . I ,....."'. ..,,-.'"..>-.~ ~.."~..."".t."..~,,,. .,~ _>t '...." 1'" i i '. ,,1,- " "'"'' " " "".."..~,,,' ,,,,,,-,-,,,. .,1 "" ,,' .'" "..""" ". '" , .", ,q " ."""" ,,,_.... ".. .." ,'"'' "" -" ; ". ! ! .., " ".~" "~M'''' "'''''''' ,. ,. ". ..~. ,,,....,,.4'-.."-'~N~"'.'..... .. ,,,,".,". '_'M_ ,-, "". .~, ',C ,"" ,,' 'n___-,..",,"... ',....".." "--."-"" "'",',"'" '" "",' ,""", , .., ,,,,,,'.., ,.., ; " """"., " ~'.' " t ~'1 ..,.,,'. ..~, .,'......".,., ~~.'~ .....~ . ". ". ."....,"-....~ '''''' '->,0",'. ~_ ,"."'" , "'" ,.-.~.. ... -,,',-'-n "'_' ",- ,.. ,,_ .""__"",, ,w",..,,_,~, " --" ,," ,,,,,.-,'" ~""." ,- -",' '''' -.>< ~. ,M, rl.. ~ '"- < . ,'''''' "~<~" '"' \ ,",,"' ~~'"--'''' --..--,,-,' ,", .' ...""'" "',,.,,,,, ,,,......,>...", . ." "". . '.. . "'''''' ,,,.,,,, . """.", - "'.'" .,,' "."..1, ..,....' ", j .""--,, .' ~ .. "~. ,"". " ,- .. ",...".., ...."."".." ",,'P ,,". .,,,..,-.." 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"" 20 i 504+00 505+00 506+00 507+00 500+00 501 +00 502+00 503+00 I I I N .... o o 40 30 25 20 40 30 25 20 SCHENKEL SHULTZ a a a ARCHITECTURE a a a 200 east robinson street suite 300 orlando, fl 32801 voice 407-872-3322 fax 407-872-3303 schenkelshultz.com ALlIlEAS, DESIGNS, ARIlANGEIEIflS MO PlANS NlICAlED OR REPRESEffTEIl BY TIIS DRAWING ARE OWNED BY AfI) TIE PROPERTY OF SlHNm & SHULTZ ARCHITECTS MO WERE CREAlED, EWlII!:O, AfI) IlEVEIJlPB) FOR USE ON MO IN COfHC1lON WIlli TIE SPEClfEl PROJECT, NONE Of lME 1lEAS, DESIGNS. ARRANGEftDTS DR PlANS SHALl BE USED BY DR DISClOSED TO N('( PERSON. ARM, (II CORPORATION FOR Nf'( PURPOSE WHATSOEVER WITHOUT TIE WRITTEN PERMISSION OF SCHENKEL & SID. TZ ARCIITECTS, WRlTTEN DIMENSIONS ON TIESE DRAWINGS SHALl HAil!: PRECEDENCE OVER SCAlE DIMENSIONS, CONTRACTORS SHALl 'JERFY AfI) BE RESPONSIBlE FOR ALl DIMENSIONS AfI) CDNllllONS ON TIE JOB AND lMlS OffiCE MUST BE NOTlFED OF Nf'( VARIATION FROM TIE IlIMENSIONS MO CONIlITlONS SHOWN BY TIESE DRAWINGS. SHOP IlETALS MUST BE SlJIMmED TO TIIS OFFICE FOR APPROVAL BEFORE PROCEEDING WIlli FABRICATION, CONFIlENTlAL CllPYRlGHT 2001 SCHENKEL & SHUlTZ. WARMNG: REPIIOllUCTION IDEOF IS A CRNINAL OffENSE UNDER 18 U.S.C. SEC, 506. UNAIJTHDRI2EI) OISCUISlJlE MAY CONSTTTIITE TRADE SECRET MISAPPROPRIATION IN VIOlATION OF I.C.24-2-31-1 ET. SEQ. MO OTHER LAWS. TIE 1lEAS, ARRANGEMENTS MO DESIGNS DlSClDSEO HEREIN MAY BE PATErmo DR BE THE SUBJECT OF PENDING PATENT APPlICATION. PEe PROFf8.1OIW. sa~ COIIJSUL TMTI, I<<:. engrneer. planner. .urveyor. EoIa Park Centre 200 East Robinson Street Suite 1560 Orlando, florida 32801 Tel (407) 422-8062 Fax (407) 849-9401 pecOpeconllne.com Board of Professional Engineer Certlflcate No. 3556 PEC PRO.ECT NUMBER: 55-002 ~~ MAY 2 2 2003 Elementary School "1" Seminole County School Board Seminole County, Florida ... revisions: drawn: checked: date: comm. no.: .eJ lOR ~ ~ Off SITE UTIUTY /ROADWAY PLAN I PROHlf I . ~r-30' ~ VERT" 1-3' I ~ ~ 8 \ \ \ _N_N-N-N-N-N-N-N-N BASE LINE OF CONSlRUCTlON N77i6'03"W N_N-N-N-N~-N-N-~N-N-N-N-N-N-N-N-N-N-N-N~_N-N--~ STA. 512+94.10 8.20 RT. CONNECT TO EXISTING 6" FM AT PLUG VALVE. CONTRACTOR TO COORDINATE EXACT LOCATION WITH THE CITY OF WINTER SPRINGS UTILITY DEPARTMENT. \ \ \ l&J Z ::J ~ < 2 \ \ \ - PROFILE RIGHT PROPOSED 6" FORCE MAIN OLD SANFORD-O~EDO ROAD ; 'L . 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" ,,',' '" ".-,-",' 604+00 20 603+00 602+00 I 600+00 601 +00 35 30 25 SCHENKEL SHULTZ c c c ARCHITECTURE c c c 200 east robinson street suite 300 or1ando, fI 32801 voice 407-872-3322 fax 407-872-3303 schenkelshultz.com AllIlEAS, DESIGNS, NlRANGEMENIS AND PlANS INDICATED OR REPRESENTED BY TIIS DRAWING ARE OWNED BY AM) TIE PROPERlY Of SCHENKEL & SHUlTZ ARCHJTErn AND WERE CREATED, EVOlVED, AM) DEVELOPED FOR USE ON AND ~ CONNEC1ION WItH TIE SPEQFED PRQ.ECT, NONE Of THE 1lEAS, DESIGNS. AIIllANGIM:N1S OR PLANS SHALl BE USED BY OR DISClOSED TO Nrt PERSON. ARM. OR CORPORAl1ON FOR Nrt PUlPOSE WHATSOEVER WIlHOUT TIE WRITTEN PERMISSION Of SCHEIlKEl & SID. TZ NlCIITECTS, WRI11EN IIlMENSlONS ON TIESE DRAwtlGS SHALl HAVE PRECEDENCE OVER SCALE DIMENSIONS. COffTRACTORS SHALl VERFY AM) BE RESPONSIBLE FOR AllIllMENSlllNS AM) Cortll11ONS ON TIE JOB AND THIS OFACE MUST BE NOTlFED Of Nrt VARlAl10N FROM THE IlIMENSlONS AND CQNIlITIllNS SHOWN BY THESE DRAWINGS. SHOP DETM.S MUST BE SUBMrnBl TO TIIS OffICE FOR APPROVAl. BEFORE PROCEEDING WItH fAIIRICAl1ON, CONFIlEffTlAI. COPYRIGIfT 2001 SCHEII<El & SHUlTZ. WARNING: REPRlIO\JCl1ON HEREOf IS A CRNINAL OffENSE UNDER 18 U,S.C. SEC. 506. UNAUTHORIZED llISClostm MAY CONSTITIJ1t: lRAIIE SECRET MISAPPROPRIAroN ~ \IIOlAllON Of I.C.2....2-31,1 ET. SEQ. AND OTHER LAWS. TIE 1lEAS, NlRANGEMENTSAND IlESlGNS DISClOSED HERE~ MAYBE PATENlBl OR BE TIE SUBJECT Of PENDING PATENT APPlICAroN. PEe I'IIOFEIIIOIW. EJII.~ COIfS... TAIIT8. JIC engineers planners surveyor. EoIa Park Centre 200 East Robinson Street Suite 1560 Orlando, Florida 32801 Tel (407) 422-8062 Fax (407) 849-9401 pecOpeconllne.com Board of Professional Engineer Certificate No. 355E PEC PROJECT NUMBER: SS-002 ().Q,-~ MAY i 2 "I'\n~ Elementary School "1" Seminole County School Board Seminole County, Florida revisions: drawn: .eJ checked: ICI'R date: ..,.,., comm. no.: .... OFFSlTE UTIJTY PLAN a PRIIIf 20 ii3 ..., cfi' ~ a.. ; o (\') N o (\') o o ~ o t 15 ;2 (\') ~ ~ N o o ~ 1Il- c: 8 N o 0, en en :i i1i Iii ..- .;.; , I LEGAL DESCRIPTION - (PER 11TLE COMMITMENT) PARCEL 1: THE EAST 143.14 FEET OF LOT 33, ENTZMINGER FARMS ADDIllON NO.2, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 9, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. SAID 143.14 FEET MEASURED PERPENDICULAR TO THE EAST LINE OF SAID LOT 33. PARCEL 2: BEGIN AT THE NORTHWEST CORNER OF LOT 13, ENTZMINGER FARMS ADDIllON NO.2, RECORDED IN PLAT BOOK 5, PAGE 9, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, SAID CORNER LYING ON THE EAST RIGHT-OF-WAY LINE OF CHARLES STREET; THENCE SOUTH 06 DEGREES 39 MINUTES 57 SECONDS EAST, 1,136.34 FEET ALONG THE WEST LINES OF LOTS 13, 14, AND 15 OF SAID ENTZMINGER FARMS ADDIllON NO.2, SAID WEST LINES ALSO BEING THE EAST RIGHT-OF-WAY OF CHARLES STREET, TO THE SOUTHWEST CORNER OF SAID LOT 15, SAID SOUTHWEST CORNER LYING ON THE NORTHERLY RIGHT-OF-WAY OF THE OLD SANFORD-OVIEDO ROAD; THENCE CON11NUE SOUTH 06 DEGREES 39 MINUTES 57 SECONDS EAST, 63.57 FEET ON THE SOUTHERLY EXTENSION OF THE EAST RIGHT OF WAY OF CHARLES STREET TO THE SOUTHERLY RIGHT OF WAY OF THE OLD SANFORD-OVIEDO ROAD; THENCE NORTH 77 DEGREES 22 MINUTES 57 SECONDS WEST, 52.97 FEET ALONG THE SOUTHERLY RIGHT OF WAY OF THE SANFORD-OVIEDO ROAD TO THE NORTHWEST CORNER OF LOT 17 OF SAID ENTZMINGER FARMS ADDIllON NO.2; THENCE SOUTH 06 DEGREES 39 MINUTES 57 SECONDS EAST, 264.15 FEET ALONG THE WEST LINE OF SAID LOT 17 TO THE NORTHERLY LINE OF THE AllAN11C COAST LINE RAILROAD; THENCE SOUTH 82 DEGREES 49 MINUTES 22 SECONDS EAST, 912.31 FEET ALONG THE NORTHERLY LINE OF THE A llAN11C COAST LINE RAILROAD TO THE CENTERLINE OF GEE CREEK; THENCE ALONG THE CENTERLINE OF GEE CREEK THROUGH THE FOLLOWING COURSES AND DISTANCES: RUN NORTH 32 DEGREES 01 MINUTE 31 SECONDS EAST, 13.28 FEET; THENCE NORTH 74 DEGREES 11 MINUTES 19 SECONDS EAST, 28.14 FEET; THENCE NORTH 39 DEGREES 45 MINUTES 23 SECONDS EAST, 20.44 FEET; THENCE NORTH 11 DEGREES 37 MINUTES 29 SECONDS EAST, 18.66 FEET; THENCE SOUTH 89 DEGREES 31 MINUTES 23 SECONDS WEST, 28.60 FEET; THENCE NORTH 54 DEGREES 00 MINUTES 28 SECONDS WEST, 15.31 FEET; THENCE NORTH 31 DEGREES 28 MINUTES 35 SECONDS WEST, 27.03 FEET; THENCE NORTH 19 DEGREES 22 MINUTES 44 SECONDS EAST, 34.54 FEET; THENCE NORTH 02 DEGREES 43 MINUTES 50 SECONDS WEST, 30.15 FEET; THENCE NORTH 05 DEGREES 39 MINUTES 02 SECONDS EAST, 22.52 FEET; THENCE NORTH 84 DEGREES 16 MINUTES 51 SECONDS EAST, 25.00 FEET; THENCE NORTH 47 DEGREES 24 MINUTES 39 SECONDS EAST, 31.00 FEET; THENCE NORTH 12 DEGREES 54 MINUTES 08 SECONDS EAST, 19.42 FEET; THENCE NORTH 73 DEGREES 15 MINUTES 18 SECONDS EAST, 54.94 FEET; THENCE NORTH 37 DEGREES 50 MINUTES 09 SECONDS EAST, 18.97 FEET; THENCE NORTH 02 DEGREES 53 MINUTES 08 SECONDS EAST, 20.16 FEET; THENCE SOUTH 88 DEGREES 55 MINUTES 50 SECONDS WEST, 32.80 FEET; THENCE NORTH 44 DEGREES 45 MINUTES 17 SECONDS WEST, 26.31 FEET; THENCE NORTH 04 DEGREES 54 MINUTES 09 SECONDS WEST, 24.86 FEET; THENCE NORTH 88 DEGREES 37 MINUTES 33 SECONDS EAST, 58.87 FEET; THENCE NORTH 53 DEGREES 37 MINUTES 13 SECONDS EAST, 16.80 FEET; THENCE NORTH 03 DEGREES 56 MINUTES 46 SECONDS WEST, 27.86 FEET; THENCE NORTH 17 DEGREES 05 MINUTES 29 SECONDS EAST, 35.14 FEET; THENCE NORTH 05 DEGREES 02 MINUTES 54 SECONDS WEST, 25.44 FEET; THENCE NORTH 43 DEGREES 04 MINUTES 00 SECONDS WEST, 30.26 FEET; THENCE NORTH 68 DEGREES 28 MINUTES 53 SECONDS WEST, 21.63 FEET; THENCE NORTH 22 DEGREES 04 MINUTES 34 SECONDS WEST, 55.04 FEET; THENCE SOUTH 84 DEGREES 45 MINUTES 48 SECONDS WEST,56.11 FEET;THENCE NORTH 24 DEGREES 51 MINUTES 27 SECONDS WEST, 75.23 FEET; THENCE NORTH 01 DEGREE 51 MINUTES 37 SECONDS EAST 20.88 FEET; THENCE NORTH 13 DEGREES 07 MINUTES 08 SECONDS EAST, 29.32 FEET; THENCE SOUTH 66 DEGREES 10 MINUTES 29 SECONDS EAST, 38.39 FEET; THENCE NORTH 48 DEGREES 31 MINUTES 49 SECONDS EAST, 108.22 FEET; THENCE NORTH 37 DEGREES 26 MINUTES 53 SECONDS WEST, 89.45 FEET; THENCE NORTH 00 DEGREES 47 MINUTES 32 SECONDS WEST, 68.69 FEET; THENCE NORTH 52 DEGREES 19 MINUTES 41 SECONDS WEST, 100.25 FEET; THENCE NORTH 35 DEGREES 37 MINUTES 03 SECONDS WEST, 52.84 FEET; THENCE LEAVING THE CENTERLINE OF SAID GEE CREEK, RUN ALONG A LINE EAST OF, PARALLEL WITH AND MEASURED 899.90 FEET PERPENDICULAR TO THE EASTERLY RIGHT OF WAY OF CHARLES STREET, NORTH 06 DEGREES 39 MINUTES 57 SECONDS WEST, 725.00 FEET, TO A POINT 30.00 FEET SOUTH AND MEASURED AT RIGHT ANGLES TO THE NORTH LINE OF LOT 18 OF SAID ENTZMINGER FARMS ADDIllON NO.2, THENCE RUN SOUTH 84 DEGREES 11 MINUTES 15 SECONDS WEST, 216.50 FEET ALONG A LINE PARALLEL WITH AND 30.00 FEET SOUTH OF THE NORTH LINES OF SAID LOTS 13 AND 18 TO THE CENTERLINE OF GEE CREEK; THENCE NORTH 37 DEGREES 02 MINUTES 00 SECONDS WEST, 35.08 FEET ALONG THE CENTERLINE OF GEE CREEK TO THE NORTH LINE OF SAID LOT 13; THENCE LEAVING THE CENTERLINE OF GEE CREEK RUN SOUTH 84 DEGREES 11 MINUTES 15 SECONDS WEST, 665.76 FEET ALONG THE NORTH LINE OF SAID LOT 13 TO THE POINT OF BEGINNING. ALL OF THE ABOVE CONTAINING 34.036% GROSS ACRES. SCALE: 1'-2000' . I ,'?>s i" .:..:..--- -. ~ -. ..... ~ ~ ~ k::/ _ h<~ ~~k' - I~ l '''\ TURN LANE AND ACCESS DRIVEWAY FOR SCPC "1" WINTER SPRINGS AT STATE ROAD 417 !';. . ,-' , ~,,- ", l ~ u-. ._~, k'~/ "~~~-.:.... v) v '~__._-='~ . j/~:' -:-:-~::::- ~} ~j ..~".ii."'.."'.A.~~', ..' ~> - ?J.i;.j~l " It ' . --: - - "",'. ,I. ..... . \ ' 7 -.-- ;/ " ~p~ 'gs ,-J- ~ '.. ;;1 b: . ... .' ,'.'., '," , , . , , \~'R~ - ., W~II .....i 'h, Ie S.R. 417 POSTED SPEED LIMIT 55 M.P.H. ,./ .- ~' t'~ ~ '''''\ ;}. r ..... , " . ..'.r il ~ ";':1~==-=:s~~:I& 7 -)---~ 1 l'\ i ~,--,...----....~~ ........ rC~."--1I~ '=:;;...--- .~,----.- , . . / ." 'I' . '~?_..- . -~'.. ... .:' () . .....\ .f". USGS MAP - 7.5' MIN SERIES CASSELBERRY QUADRANGLE PHOTOREVISED 1997 , LEGEND - - - - -100- - - - - EXISl1NG TOPOGRAPHY EXISl1NG PAVEMENT MARKINGS 100 PROPOSED TOPOGRAPHY PROPOSED PAVEMENT MARKINGS SURVEY BOUNDARY NOlES 1. EXIS11NG PAVEMENT MARKINGS SURVEYED BY HOLT SURVEYING, INC. ON 12/08/1999 AND REFLECTS ON CURRENT CONDIllONS ON STATE ROAD 419. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDIllON OF FLORIDA DEPARTMENT OF TRANSPORTA110N ROADWAY AND TRAFFIC DESIGN STANDARDS. 3. CONTRACTOR TO FIELD VERIFY ALL EXIS11NG U11L111ES. THE ENGINEER SHALL BE N011F1ED OF ANY CONFLICTS PRIOR TO CONSTRUC110N. \\ -'''- / .- \\ 6Z/ / ~3",,""--- \ + ~z-= = = -:)03- - - -- ~ 7 \ / IS ~ \..\ 1 - - - - - \ _3H \~ ~ 3HO ~ ~ ~ -3 - . -'9, 0 - 311 ~,~ ~~! 1, r ~ ~\~~ ~ ~ \ \ ~ /\ "",,- FP&L UTILITY EASEMENT _------:)03-.-:-.-:-:.:-.:--=---'="-=-=-=-=-=----=--=--=--=--=--=--- r--;P -3 0- - H01- 3HO ...---- -- ---- ,..--~~ ~ 'C, l (- -PROPOSED 5' SlDEDWALK ill 111" ~~ ~ \ - - - - pT60'RADIuS - PER F.D.O.t - - - - - - - - .0 _ I .J ,..a ~~1f- " & EN - INDEX NO. 17346 . -:=iE \ ~.g {; 4" lHICK. 3,000 PSI. ClASS I _ - - - - - --l 0 6 \\!illE +48.79 BEGIN FULL "F" CURB . -,0 ::J \ _ _ _ - - - - - - P.T.6IYRADIUS---- _ 1 1 ~ - \, - +78.11 6- WHITE 18.83' RT +89.32 \ ~. -,<. O-.Y. c: _ _ _ _ - I - - - & BEGIN 6- WHITE II \ ~ \..l.. 1; \ \\ 30.83' RT .6- WHITE 21.35' RT . 0-\ \J- "'0..'0 _ _ _ _ _ _ _ _ _ - - II +81.68 \ I ~" ,J"" )/ ~ TYPE -f'" +78.11 WI C-R RPM'S END 50' TAPER " ..-6- DOUBLE YELLOW 18.83' RT (20' C-C) +28.79 CURB AND GUTlER I " I WI A A RPM S (10 C C) 30.83' RT ENDING, SEE u '", '\ " _ · · - BEGIN TAPER r6" DOUBLE YELLOW ,-DROP SHEET C013.1 MATCH EXISllNG ~\ ,.... STR ING^ .' END TAPER t1(~O' ~~O~5) )T16- .~I~ I / +00.86 ~401 ,A-:_\~PM'S.. 1Jt~ / ~ / CURB 6- WHITE SKIP , STRIPING \ I +15.51 18.82' RT "LuLl' . -r .- (6'-10') BEGIN 50 TAPER MATCH EXlSllNG ~ ~ ''/ ~7 1291' RT I _ ::;! -....~. J:I ,= ~ 1-.- /" / +78.79 STRIPING ~ ) j/_ ~ . ~ t=: _.:=:- - _ _ _ ~ ~Z:J.. -:...:.. - - ...... \ - :-t-=f::':- ~ -I- -J m -:::: -JE -~-,;;R. _ _' _ 18.83' R/ / / +09.96 1 4'<!..J.'6'll ~<::;:,.-_-. _.__=-rSl!: ____ ::JJI:.-__....a. - ~:--~~ -.--:;:::-:: - -- -l"""" ..// .....~ +40~.6 __ ,s~-:~ +13-~.3-'5 ~-- I_~ r"'M. "->,,, v~ -T~'-:: / --7"-/683' RT ....... __ _0 }\ ~'--.M- -; 0.. -.Y' __: -- -..:-.~ Y~8tRT go . - ~sI"BT\ - - ~~_ -- - z""~~ -~ q'{G~.i!f~" ~..;'.::--: ..: .:~ - - :....--..:.-~~,.. - - .J. - - - - _ =I.~= ~=\~. =W--l- ':"5:iiO=r~ ~ ~ - .. I -: .' .' _.' _.' =--.r-6:8HT =-r. · ~77...nn , . :.376WO _ ..:... ~''':''' I\m...~~ .. .-:.. \-~_L."(~-L?_;ZT-~..:::..~':-~.<--/ r- -h~I]=':;"--Ul'/ 111.-- / . '-..:. Ir-_ ' . __ .. . _ . . _ . '379+0() . . " ...... ,,~7R~ ~... t- I ~ I : _' _( "." " " "" '..,......M . . . . - . -':=- '-' · . " !~-.::.f .~==G-=- --G- - ~ ~82+~ r - ~ .... 381+00 . . - . -380-' J~ ....,..,. ...... ";". ,~................ -I-~ -. . \ - f.. _ .. . . I .. - . : ': .. __ - '6.00'R-=/1 " - - " .... .... .... .... ~ - -... ~..,::~~.... .~..... .~.... :~OO .. : : == . '.. .-. ~: :--- - - -~ \ '\ I . . . . -I-- . . - .1._ 7---.. l ~..3 "'................. - - - .'\I1..Lnn ..' -., -., ..' ,~. // , / ~ .. ,. \ _,,_" .._" -,-" .:-' _ _ 1~ ~~ __- ..._~ YO _If ~ T = - // "..... - -1 - t-#' = : . _ . ~ .' ~ - ,_ _- --- to.... ,,-e-;;. ----- .~z '-- -~z --:l' . . == . . ~ . . - ////':;L (f ' )- STA.372+09.14 - - - , __ \\~UMIT OF v'r ~_----- _---- _ ----28----.. \--< -- ~-::.=_=-- -=:J"" ~~Z-=< - -;i1'h':~"\=~~~ - - ~JI1\ ---- :::=t'~~....:..:.----~~~~ ''-: --:: . ==.: -. (. :f~~~~~R~rClNa:. <=:>.. -"" MI G/RI URFA~C!~, ( ..___.....-------- ~ - C-- -- ~-=-_~--=-~~ 3E~-- ~- -- ~ T ..~- ~~. _"'Jr -- ~x ~ - - / I"h\..."i REMOVE '1/ ~/-.=..:: ,;_~z.--~~ -:-.. -- 6- WHITE -:-. +91.75 '-' ----~'--=~~- -= : ~. I '. L-- _~ _ ~ ;:-0- . \: - -::. -=- v ~\ffi1.':f 1"T.Y II ^ ~ ~6" \\!illE ~.~.6~T \ ~.~~3fT '-\ \ / ,r a=..\\lil;1E-SKI~ -- ",-=- -:t',/' / ~!{%T~~ ~-,re-~.:- _C;;~,,,,,16.4nT = ~ / ~ - -21- - - - - --- ---...::. ~~ '. _.1:~ _- _ _ LpROPOSED EDGE 1+50.58 WI C-R RPM'S REMOVE 1\ '-- / (6-10) / / .-'I' v""" ......// 'l:~//1-j::i(5.::rr--wHJ.lE-rJ-':"6.:::7!~ -- ?~--,)~\ 5:~~--22----_____ r~~~,,~ '"" ~~ .. \:" \ ....-- \ or PA~ENT 5.17 IT Ii: +80.52 (20' C-C) 645LF DOUBLE \'IELLOW ~6" YEllOW SKIP \~,. '(6'6- WHtTE: g(1P V /~/....../;}~;( "/)~AN~RPM~- 1--- --~-=-:::: rt ////j l-~====-ol-.___ -- --~--- - - ~:ssL < _ _ ....~ 5.17 LT" ,(6'-10') '"'" Y ~ T~~ ---=" or '--16 DOUBLE YELLOW -/ \ .11/ I I ~ -- /' - ~.. .>-'fll ~ \ +4297 8290 6 \\!illE SKIP - - - - .-' / ///,1 /;:- ,;-';""i-+36:.15- Wi A-A RPM'S / / I' r - ~ ~ - - - - - - - - -- =,,== '~~.1'\ ~ ') \ \ \ 12.41' LT SHOULDER t717' LT (6'-10') L-pER F.D.O.T. BEGIN NEW LO.P. L _~..7" --- "'/__...,C'/~ / /,;:: -- 1o~~-:::;:...:::- (10' C-C) _ / / // /) /1 I j 1\<,\ -~~I~ --=..=--- \ .. '-- ,\' . INDEX NO. 17346 +02.91 ......- _ - - - - -../ / // / r .-' ...,.- .-.- ..:: -----= ""'~ --==- - -=: -=:- - · / / / I \ \\ - -=- -=- - - ~ - - - - ~ -:: __-~ "" '- \~\ ~ MATCH EXISllNG 17.17' LT ""'-- - - L .;,/.:.'5/,,--' - - -- .. "-,, ----- ~ ~. i--g -e ~\\\\ ,\ ~\, SlRIPING MATCH EXlSllNG REMO~ -::> - ~ -/- ~7::-r:: -=-=-......~::- - :: - -IN~f!!O:~1F~ - - - /;. ~ - - - -. - - - - - ~ ~ ~ ~ ~ t \ \ SlRlPING 650 LF DOUBLE 'YElLOW -1--,:: -..::. 'V.............""'""".:;:.. - - ""- -=--:6L' . S t r ~ ~ ~~\ \\ \~ \ A T.PAlNTED MEDIAN AND ~4_ - MAmJ ;:XisliNGY n .. rr 'fYY' -:i..... ~ '}- - - ~ ~... ,I II 18 YELLOW SlRIPING 18" YELLOW STRIPING Y-'I' 'l"-y-v-~~ - ~-.!. . - _ _ I~ ~ ~ \~ \ \ \ ~ \ S tat e R 0 a d 4 1 9 AND RPM'S. (10' C-C 0 45) L-REMOVE EXISl1NG Y-'If Y-y-ry--,:::;'~ - - ...:.. ~ -==--. -.:.. . '\ \\ I. ~ \ 1.1 t.:; 1 t T RIGHT llJRN ARROW ....- "..,.,.,....,. ....... TY Tn ". I "(~,,, _ ~ \\\~, \ - GRAPHIC SCALE - -40--'020 40 ~II 80 I 1 BEGIN E.O.P. +19.92 18.83' RT 40 FEET INCH = I I I SCHENKEL SHULTZ [J [J [J ARCHITECTURE [J [J [J 200 east robinson street suite 300 or1ando, fl 32801 voice 407-872-3322 fax 407-872-3303 schenkelshultz.com ALL 1lEAS, DESIGNS, ARRANGEMENTS AND PlANS NllCATED DR REPRESENTED BY THIS DRAWING ARE OWNED BY All) TIE PROPERTY OF SClENKEL & SHULTZ ARCHITECTS AND WERE CREATED. EVDlVED, All) DEVELDPED FOR USE DN AND IN CONNECllON WITH TIE SPECIfI:D PRo.ECT, NONE OF lHE 1lEAS, DESIGNS. ARRANGEMENTS DR PlANS SHAll BE USED BY DR DlSClDSED 10 ANY PERSON, ARM, DR cmPDRAllON FOR ANYPIIRPOSE WHATSOEVER WlTHDUTTIE WRITTEN PERMISSIDN OF SCHEMCEL & SlU.lZ ARClITECTS. WRITTEN DNENSIONS DN TlESE DRAWINGS SHAll HAVE PRECEDENCE DVER SCAI..E DlIENSIONS. CDNTRACTORS SHAll VEIlI'Y All) BE RESPONSIBlE FOR ALllllM:NSIllNS All) CONIlITIDNS DN TIE JDII AND lHlS OffiCE MUST BE NOllAED OF ANY VARlAllON FRDM TIE INNSIONS AND CONIlITIONS SHOWN BYTlESE DRAWINGS. SHOP IlETALS MUST BE SUBMmED TD THIS DFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRlCAllON. CONFIlENlIAL COPYRIGHT 2001 SCIlENI<EL & SHUlTZ. WARNING: REPRODUCllON HEREOF IS A CRIMINAL OFfENSE lJ'lDER 18 U.S.C. SEe, 506,lJ'lAUTHORIlED IlISa.OSURE MAY CONSTIlUTE 1RAllE SECRET MISAPPROPRIATION IN VIOlAllON OF I.C,24-2-31-1 ET, SEQ. AND OTII'R LAWS. TIE IDS, ARRANGEMENTS AND DESIGNS IlISClOSED IDEIN MAY BE PATENTED OR BE TIE SUBJECT OF PENDING PATENT APPI..ICAllON. PEe I'IIOFE8SIOIIAL BJII--'-' COIfSII. TAIIT8. IfC. engineer. planner. .urveyor. EoIa Park Centre 200 East Robinson Street Suite 1560 Orlando, Florida 32801 Tel (407) 422-8062 Fax (407) 849-9401 pecOpeconllne.com Board of Professional Engineer Certificate No. 3556 PEC PRO.ECT NUMBER: S5-OO2 ()~~ MAY 2 2 2003 Elementary School "1" Seminole County School Board Seminole County, Florida revisions: & &~eID drawn: .eJ checked: ~ date: ~ comm. no.: ~ I.R.418 ROADWAY IMPROVElHTI ~ ..., >. ID ~ 0.. ..,. ...... M N o (W) o o ~ o t ci :e c.; ca N o o 2 ~ c: ~ c- o en en ~ L5 I- ID - .:..i <:==0 = = ~ = Median ~ (}l (}l (}l I) =:> =:> =:> =:> ;\' (}l (}l ~ ./~ ~ / / ,/ Work 1.rlo/ Z777% /, r,/ / (Work Vehicle With Flashinq/ // ~ Wprn/ng LjghJf s) Operatinq) ='== a REDUCED tD SPEED AHEAD ,,"E~ ~ 500' 500' 500' 1000' "- >---= ,a SPEED L I MI T ~ ROAD WORK 1500 FY xx WHEN FLASHING = I /'/ 00'#00 / r-2'Min. 88888 888 8 i::I 1;1 ~ ~ ~ ~ V,~//77?'~% 1 ~~$N;& L "2 r'5' L 25) = = ~~ (}l [)l =:> =:> ~ II END II ~r= nl ROAD WORK II ~ r~here Other Construction Or Maintenance Operotions Occur Within I mile. Sign( s J To Be Omitted And Signing To Be Coordinated In Accardance Wilh Index No. 600, Maximum Spacing Between Cones And Tubular Markers Sholl Be Maximum Spacing Between Type 1 Or Type II Barricades Or Vertical Panels Or Drums Shall Be Based On The Speed Limit As Follows: 15' Up To 25 IrIPH; 30' Far 30 - 40 MPH; SO' Far 45 MPH And Greater. Cones Or Tubular Markers At 25' Centers For First 250' Thereafter At SO' Centers Or Either Type I Or Type II Barricades Or Vertical Panels Or Drums At SO' Centers For Firsl 250' Thereafter At 100' Centers. CONDITIONS WHERE ANY VEHICLE. EOUIPMENT. WORKERS OR THEIR ACTIVITIES ENCROACH THE AREA CLOSER THAN 15' BUT NOT CLOSER THAN 2' To THE EDGE OF PAVEMENT FOR A PERIOD OF LESS THAN 60 UlNUTES GENERAL I, All vehicles. equipment, workers and their activities are restricted at all times to one side of the roadway, 2. If the work operation encroaches on the through traffic lanes or when four or more work vehicies enter the through traffic lanes in a one hour period a flogger shall be provided and a FLAGGER sign sholl be substituted for the WORKERS sign. The flagger shall be positioned at the point of vehicle entry or departure from the work area, SYMBOLS 3. This TCI plan also applies to work performed in the median more than 2' but less than 15' (rom the edge of either pavement. 4. The first two warning signs, each side. sholl have a 18" x 18" (min, ) orange flog and a Type B light attached and operating at 011 times. ~ <> Work Area Sign With 18" x 18" (Min. J Orange Flag And Type BLight Type 1 Or Type II Barricade Or Vertical Panel Or Drum (With Steady Burning Light At Night Only J. (ftIWr.........,. (W~~_ a...,. (W.....,.... Work Zone Sign 5. The WORKERS legend sign may be substituted (or the symbol sign, 6. L (mln) < WS for speeds 2 45 mph 2 < WS2 for speeds 5 40 mph 120 ~ Mesh signs may be used for (Day/lght Only) operations Type B Lights and Orange Flogs ore not required. (}l Where: W < Width of lateral transition In feet, S < Posted speed limit D x DIMENSIONS & AI ABC E F G Single Double T,iple Quod N P~e P~e P~e P~e 2.21' 4,09' 6,36' 4.03. 8 1,22 4.63' 7.2/' 9,79' 12.57 1./9' 2.36. 5,/2' 7.48' 5.03' 9' /.41' 4,92' 7,75' 10,58' 13.42' 1,21 2.53' 7.18. I:,. 9,71' 7.03' I:,. /1' 1.73' 5.50' 8,92. 12,33' 15,75' /,25' 2,70' 9,25' 11.95' 9,03' 13' 2.(XY 6.08' /0.33' 14.58' /8.83' /,29 2.87. 11.31' 0 14.18' /1.0'.0 15' 2,24' 6.67' 11.75' 16.83' 21.92' /,33 3.05' 13.57' 16.42' /3.03' 17' 2.45' 7,25' 13,25' /9,25. 25.25' 1.38' 3.22' 15.43. 18,65' 15,03' 19' 2,65' 7.83' /4.58' 2/.33' 28.08' /,42 3.39' /7.49' 20,88' 17,03' 2)' 2.83' 8.42. 16.08' 23,75' 3/.42' 1.46 3.56' /9.55' 23.11' /9,03' 23 3,0:1' 9,00' 17. SO' 26.00' 34,50' /.50 6. 6.42' t:. 6.25' DImensIons permlffed to allow use of 8' standard pipe lengths. -010.40' 0 10.10' Dlmf!nslof/s permlfled to allow use of 12' sfandard pIpe lengfhs. t:. 0 Concrete slob Shall be deepened to form bridge across crown of pipe. See sectton below. QUANTITIES GRA TE SIZES Standard Extro Weigh/Pipe Slrong Pipe /5 /8' 24" 30" 36 42" 48 54'. 60" 2 -7" 2'-10 3.-5'. 4',3' 5'-1" 6'-0'1 6 -9" 7'-8" 8'.6" 2'- 2" " 2" 3 24' J4 3 4" 3" 4/1 _______SOd~ ,. I ,. ~ / Beveled Or Round Corners 11 7~ '" ). Lfconslr(.Cllon Joints Perm/ffM ~ ~J ~"'~~R G;:.~=~ o '/"'-h .J/ ~l Foslener /If'-- nf"\ '-( t~ Grafe . . . . ----L- ,{I I--~ "''' ~ b "'~~ ".2 ~ ~ " . Concrefe Slab. 3- ThiCk. Relnforced With WWF 6x6'WI.4xWI.4 '" TOP VIEW - SINGLE PIPE 1./:/1>. j.lo";e.s~ 2's~ SIJ~el1!~e"l z,g;/;O/fCh r. 6 'FIOot/OI) 1t~/t/OI1 erOlls Loe, Ref. 4 C /'tfa~~rOf'SS 8 PaCed /4" I:." c. ro c. conneclor~ ~ ~ Cons/rucfion JOi~,ts Permitted r- S~ -------.::. ~t-- r--I Ditch Grode ------.. ~ ~ I~ .A. [i: .J" I:,. <> ----1::+: [~concret~ C> Pipe '\. 2' Not Le55 Then 0 ;., 1 ~ 3' 2' Sod No Pipe Joint Pumitted UnleSS Approved By The Engineer E Paid For As !'ipe Culvert F (Pipe To Be InclUded Under Unit Price for 1,Iitered End Section) SECTION . 28 uJl II \ // \... I . ./ I Ifl I V I / I , / ~ / . !/ -- -- . -- ! - 24 20 -120 -100 -80 -60 -40 NOTES 7, Arrows denote direction of traffic only and do not reflect pavement mark ings. 8, Longitudinal dlmensions ore to be adjusted to (it field conditions. See Index No. 600, 9, When work is being performed on 0 multilane undivided roadway the signs normally mounted in the median (os shown! shall be omttled, 10. WORKERS signs to be removed or (ully covered when no work is being performed. /I. END ROAD WORK signs requlred only when work exceeds one daylight period. 12. When a side road intersecls the hlghway on which work is being performed additional traffic control devices shall be erected In occordonce with other appllcable TCZ Indexes. 13. If the work operation does not exceed 15 minutes, slgns, borricades. vertical pone Is. cones, tubular markers. or drums Will not be required provided vehicles in the work area have worning Ilght( s) operating. 14, For general TCI requirements and additional information refer to Index No. 600. CONCRETE Single Double Pipe Pipe 0.76 1.16 0,85 1.28 1.02 /.58 1.23 /.98 1.40 238 /.60 2,83 1.81 3,26 2,03 3,78 2,28 4,36 (Cu. Yds. ) T rlple Quod Pipe Pipe /.54 1,94 1.7/ 2.17 2.15 2.75 2.74 3.50 3.33 4,24 4.04 5.26 4.70 6.14 5.54 T.28 6.43 8.50 SODDING (Sq. Yds.) Single Double Triple Quod P~e P~e P~e P~e 8 /0 1/ 12 9 10 12 13 10 12 13 15 12 14 15 17 13 I /7 20 14 IT 19 22 /5 18 21 24 f1 20 23 27 IR 22 25 29 Note: See Sheets 5 and 6 for details (lnd general notes. *Slope; To i Pipe For Plpes 18' And Smaller 1:2 For Pipes 24" And Larger. t"- It) ~ "I o u-.i "I IN o It) "I -20 o 20 DPNEWAY ENTRANCE - STA. 375+00.00 SCALE: HORZ. 1"=20' VERT. 1"=2' I CONDITIONS WHERE ANY VEHICLE. EQUIPMENT. WORKERS OR THEIR ACTiVITIES ENCROACH THE AREA CLOSER THAN 15' BUT NOT CLOSER THAN 2' TO THE EDGE OF PAVEMENT FOR A PERIOD OF 60 MINUTES OR GREA TER TYPICAL APPLlCA TlONS Utilily Work Culvert Extensions Side Slope Work Guardrail Work Landscaping Work Cleaning Drainage Structures Reworking Ditches Sign Installation And Maintenance Shaulder Repair TRAFFIC CONTROL THROUGH WORK Zr.>>IES MUL TlLANE DIVIDED OR UNDNlDED RURAL - DAY OR NIGHT OPERA TlONS I of I 6/1 SIDE DRAIN MITERED END SECTION SINGLE AND /JUL T/PLE ROUND CONCRETE PIPE lof 6 273 1 1 40 60 80 (}l r ~~ftZ~ I (}l- I I~ END Where Other Construction Or I 1. Maintenance Operations Occur 2 RDAD WORK Within I mile. Signs \ T I ~ To Be Omitted And Signing To Be Coordinated In Accordance With Index No. 600 ',------ Cones Or Tubular Markers At 25' Centers For First 250' Thereafter At SO' Centers Or E Tfher Type I Or Type II Barricades Or Vertical Panels Or Drums At 50' Centers For First 250' Thereafter At 100' Centers. <== = (}l [)l [)l / Median I ~ (}l [)l =:> 8 8~ 8 8 =:> ~ 8 ~ ~ ~ ~ SOD' ~ (}l (}l [P I 1000' T 1 ~ ~ ) 1/40' 500' L 200' Min. 2140' ROAD WORK I MILE/, /~i~ SPEEDING FINES RIGHT LA~E ~IGHT LANE DOUBLED CLOSED ~LOSED. F .! t.AILE / 1500 FT WHEN WORKERS '" ~/ ./ PRESENT ~~" y" Type I Or Type II Barricade Or Vertical Panel Or Drum (With Steady Burning Light At Nigh/ Only J. (JIlWr.......... rwo.nw~OlIto. c-,.,. rw....,..IitIJ, G SYMBOLS ~ Work Area <> Sign With 18"x 18" (Min.) Orange Flog And Type BLight ~ Maximum spacing between cones and tubular markers shall be 25' Maximum spacing between Type lor Type II barricades or vertical panels or drums shall be based on the speed limit as follows: 15' up to 25 IrIPH: 30' for 30 - 40 MPH; 50' for 45 MPH and greater. GENERAL NOTES 8. L (min. ) < Length of taper in feet: < WS for speeds z 45 mph ~ 2 for speeds 5 40 mph 60 I, Work operations shall be confined to one traffic lane. leovlng the adJacent lane open to tra(flc. 2. All vehicles, equipment. worken and their activities ore restricted at all times to one side of the roadway, 3, The first two warning signs. each side. sholl have a 18" x /8"( min. ) orange flag and 0 Type Blight attached and operatlng at 011 times. 4. All signs shall be post mounted if the closure time exceeds 12 hours. 5, On undivided highways the median signs os shown ore to be omitted, Where: W < Width of lateral transition in feet S < Posted speed limit (mph). 9, Arrows denote direction of traffic only and do not reflect pavement markings, 10, Longitudinal dimenslons are to be adjusted to flt field conditions. See Index No. 600, II, When work is being performed on a multilane undivided roadway the signs normal,y mounted In the median (os shown) shall be omitted. 6. When work is performed in tlhe median lone on divided highways the barricading plan is inverted alnd left lane closed and lone reduction signs substituted (or the rigM lane closed and lone reduction signs. The some applies to undivided highways with the follawlng exceptions: (a) Work shall be conflned wHthin one median lone. ( b) Additional barricades, cones, or drums sh<oll be placed along the centerline abutting the work areo and ocross the trolling end of the work area. When work on undivided high"vays occurs acroSS the centerline sa os to encroach on both mediam lanes. the inverted plan is applied to the approach of both roodwlays. 12. When 0 side rood intersects the htghway on which work is being performed. additional traffic control devices sholl be erected in occordonce with other applicable TCZ Indexes. 13, For general TCl requirements and additional lnformation refer to Index No, 600. [)l Type I. Type II Or Type HI Barricade Or Vertical Panel Or Drum (With Flashing Light J Work Zone Sign Advance Warning Arrow Panel .. eoe 5'-4" ~D6,1 ,~: _I,,, ~ ~ 8- '" PLAN ~~ g In . J'-4~ 51' - 5i-J3.1 ~ H3;i. 1 r Gral~. 1 100' I hLC,. ~ l'\....Eyr:801f H . See Ind~x 201 r~~ ~ ~ -~ ..J.-.t:>-"4 80rs (I 12." efrs. SECT/ON TYPE C Recommended MaxImum PIpe Stze; 2'_On Wall-IBY Pipe 3'-1" Wa/l-24~ pj'pli/ IN LE T .1 "u-,~~ I~~L,;. TYPE C Appro)/.. Weight 235 Lbs. CAST n ~ilii~ ~ ~ltcil , VI'" f't) '!:!;Q 7. Stgns and traffle control devlces are to be modified in accordance with INTERMITTENT WORK STOPPAGE details ( sheet 2 of 2) when no work is being performed ond the highway is open to traffic, GENERAL NOTES 6. !~~"~. 1=i'f Edge Of Pavt. Edge Of Povt ~ PLAN PLAN L f. TMse inlets (Irs suitable (or bicyCle and pedestrtan QredJ and are to be u~ed iln ditches. median~ and other areas subl~Gt to infreQUenf fraffic loodlnqs but are not fa be ,placed in areas subject fa any heavy wheel loads. 2. Inlet5 subject to minimal rfebrts shOUld be construclN wffhoUt slots. Where debrlls Is 0 prot)/"m inlets should tJ<t cons'rucled with slots. Slolted inlels located within r(j)(J(jytay clear rantS and In area!j acctsslble fa pedestrJoM shall hove traversable 31015. The IrCNersable slot lI'ICdiflcatlon Is not adaptatJIe 10 lnlel Type H. S/ols may tit cOMsfructed at eilher or botl! ends as s~n on plans. 3' I Trons. I --- 3' Top Of Curb ,I 3' I ~ 1 Gutter~ PROFILE Top Of cur~ Gutter PROFILE J. Steel qrates are to be used on 0/1 Inlets wMre bICYCle traffic ts a/'lficipr:tfed. S;teel grates are to ~ used on all inlets with traversaNe slots. Dther cost Iron or steel grUffer; may M used OIl Inlets witlwut slots .",!lere bTcycle troffTc fs not anne/pated. Em" coon !rOll or ~tf:el gratt$ tr.:1Y be U$ed on all inltts with non -trfNersable slots. SubJecf 10 thee selection descrl~d otxNe. when Allemate G grate is speclfled in the plans. elrher fhtJ s;1el1{ grate. hot dlpp~ qalvanlzed offer fa/:n'coliorr, or the cast iron 9ro1e may be USN. unle~.ss the pl""s stfpulate the partiCUlar type. FLARED END STRAIGHT END CURB AND GUTTER TYPES E & F CURB AND GUTTER ENDINGS 4. Reoo/Mlef'J(/~ /'fl(Jx,"/fIUm pipe s,"zes sho't*n are for cor.crete p,'pe. Pipe silts lon;ger than those recommended rtWJ,st M cheaed for rtf. 5. All exposed corners anri edqes of concrele ore to be chamfered r. I 6" I 1'-6" \ hE- ~''1- ~~ * ~ ~ :""-.1 ,,'1- }-7f Std. <.0 6" Min.* ~ I 2'-0" TYPE F 6. P(/\l~me"" to be used on Inlets wtthout slots and !nlets wIth non-trqversable sllDls only WhtNl cal/ed for in the plonSI but requIred on of! trCNlJrsab/e s/at in leis. Cost ifo be lnclud(Hj In con/roct unil price for Inlels. QlJCIntlfles shown are for informatlof1l only. 7. TrCNersoble slots construcfed in eXlsffn9 Inlets shQlI be pcrd far os tnlels parl,fai. and sholl IMlude the cost for slat openIngs, fXN11'IfJ ond any r~ulr~ repJocememt grates. 8. SorJdlng to be used on all Inlels not located in paved areas and ptJid for ufldu confr-c/Cf unIt prke for SrxMlf/<J. sr. 9. For S<Jpplemeflfory details see Index No. 201. * When used on high side of rooc!Woys. the cross slope of the gutter sholl match the cross slope of the odjooent pavement. The thtckness of the {ip sholl be 6", unleSS otherwise shown on plans. II CAST IRON GRATE NoT / II PERUITTfD ON INLET TYPE 0/ Note~ For use adjacent to concrete or flexible pavement. For details depicting usage adjacent to flexible pavement, see diagram rtgM. Expansion joint. preformed Joint filler and join! seal ore required between curb & qutter and concrete pavement only, see diagram right. r-' Of.Grale ~ ~ ~ ~! ~ ll~ CONCRETE CURB AND GUTTER ~L Slope To ~ FtfDrrve~~t\.~ \ /~ '~}- " r- '" ... 7. Std. -5> (.() 6" Min.* I. 2'-0.' I HALF SECTION CAST IRON GRATES Note~ To be pold for os parent curb. IRON GRA TES DROP CURB GENERAL NOTES I. For curb. gutter and QJrb & gutter provlde f - r confractian joints at 10' cerders (rnox.). Controcflon joints odjocenf to concrete {XNemeflf on tangents ond flat curves ore to match the pavemenf joints, wifh intermediate joinfs not fa exceed 10' centers. Curb. gufter and curb & gutter exponslon joints shall be located in occordor>ee ....ith Section 520 of the standard specifications. TYPE C Sfraight Bars 2"!I i' Retlcullne Bars rf A ;: Bonds 2" If r ftwrox. Weiqhf 104 Lbs. NOTlCE~ Steel Grates Are Requtred On Inlets W!fh Traversable Slots And On Inlets where Bicycle Trafflc Is Anftct{XJfed. STEEL GRATES -- -- ~ ~ - -;- --! , 100 120 DITCH BOTTOM INLETS TYPES C CURB & CURB AND GUTTER Iwf 5 232 300 lof I 4' SLDR 11' f TURN LANE <:==0 = =:> =:> TYPICAL APPLlCA TlONS Pavement Resurfacing Pavement Repair Utility Work Bridge Repair Guardrail Work CONDITIONS WHERE ANY VEHICLE. EQUIPMENT. WORKERS OR THEIR ACTIVITIES ENCROACH ON THE LANE ADJACENT TO EITHER SHOULDER AND THE AREA 2' OUTSIDE THE EDGE OF PAVEMENT TFtAFFlC CONrROL THROUGH WORK ZoNES MULTILANE. DIVIDED AND UNDIVIDED-RURAL NIGHT OPERA TlONS OR OPERA TlONS EXCEEDING ONE DAYLIGHT PERIOD 1012 6/3 12' EAST BOUND LANE I 12' PAINTED MEDIAN 12' WEST BOUND LANE SAWCUT \ ------~-------~------ ---------- - ---------------------------- /' -.....,- ------ /~ L---------------------- / / / 28 IILLIl.G MILL EXISTING ASPHALT CONCRETE PA VE:MENT (2n A VG. DEPTH) ~G TYPE SP STRUCTURAL COURSE (TRAFFIC C) (75 LBS/SY) AND FRICTION COURSE FC-6 (160 LBS/SY) (RUBBER) LaJ Z :=I ~ 0:::1 I I 24 rlDEtJltG BASE GROUP 12 (TYPE B12.5 ONLY) WITH TYPE SP STRUCTURAL COURSE (TRAFFIC C) (JOO LBS/SY) AND FRICTION COURSE FC-6 (160 LBS/SY) (RUBBER) SIJl1W1EB BASE GROUP 4 (TYPE B12.5 ONLY) WITH TYPE SP STRUCTURAL COURSE (TRAFFIC C) (150 LBS/SY) AND FRICnON COURSE FC-6 (160 LBS/SY) (RUBBER) 1 1 -~l - - - 20 --- I ,A. I Tt'I~AL ~ ~ STANDARD CLEARING & GRUBBING I I 12' EAST BOUND LANE VARIES SOD 4' VARIES SLDR c, 0.00 ~~~ ~<<; ~. ~~ ~'c ~.bl. * --------------- SA WCUT SfWCUT\ ~TA SCALE: NTS TO STA.375+00 STD. CLEARING & GRUBBING 2' TYPE nFn CURB 12' TURN LANE 0.02 MIN. " 4n * , 1 -, * MA TCH EXIST. P A VT. CROSS SLOPE 4' LEVEL SOD VARIES k4p I: <1 'r1~S ,1(-""r, I- STD. CLEARING & GRUBBING 12' 4' WEST BOUND SLDR LANE VARIES 12' OR VARIES LEFT TURN LANE OR PAINTED MEDIAN --------------- --------------- I Tn~~ ~(.II( ~TA.377+00 TO STJ SCALE: NTS I * all I1AX I /14,L> 1:<1 'r1~s ~1,r, * MA TCH EXIST. PA VT. CROSS SLOPE .~I\ SOD VARIES ~ ~~~~i. \,.J\. ~ I~ I~ I~ 1 NA TURAL 1 GROUND '\J __ .....- - ...... - ...... - 5' S~K. I~ I~ "I 0::: '--1' I I 1 I " 1:--- ~_... i~ ~ I I I \ tl "'o~::::.f1 ,X · ,'/ \ ~. / V -, ~ \ ~~ "~V/ -.::: ~.~ I" \ - , \ /f ~----I-- ::~.J~:.25: ,/ I V ' I [NA TURAL : GROUND 0.02 MAX _ ,..-'- ::.....I - SCHENKEL SHULTZ 000 ARCHITECTURE 000 200 east robinson street suite 300 orlando, fl 32801 voice 407-872-3322 fax 407-872-3303 schenkelshultz.com AI.l.IlEAS. DESIGNS. ARRANGEMENTS AND PLANS IMlICAlED OR REPRESEmD BY TIIS DRAWING ARE OWNED BY AND THE PROPERTY OF SClBKEL & SHUllZ ARCHITEC15 AND WERE CREATED. EVOlVED. AND DEVELOPED FOR USE ON AND IN CONNECl1ON WITH THE SPEaAED PRD.ET. NONE OF 1HE 1lEAS, DESIGNS. ARRANGEMENTS OR PLANS SHAll BE USED BY OR DlSa.OSEO TO Nrf PERSON ARM. OR CORPORAllON FOR Nrf PURPOSE WHATSOEVER WITHOUT THE WRI11fN PERMISSION OF SCHENKEL & SlU.lZ NICIflECTS, WRITTEN DIMENSIONS ON lHESE DRAWINGS SHAll HAIII: PRECEDENCE lMR SCALf 1ItMENSIONS. CONTRACTORS SHAll VERIY AND BE RESPONSIBlE FOR AllIllM:NSlDNS AND cottlITKlNS ON THE JOB AND THIS lIFFICE MUST BE NOllFl:D OF Nrf VARII\llON fROM THE INNSlONS AND CONIlIT1ONS SHOWN BY THESE DRAWINGS. SHOP DETALS MUST BE SlJIMmID TO TIIS OFFICE FOR APPROVAl BEFORE PROCEEDING WITH FAIlRlCAllON, CONFIlENllAl COP'IRIGHT 2001 SCHENKEl & SHUlTZ. WARNNG: REPRODIJCTIDN HEREOF IS A CRlMlNAlllFFENSE UNIIER 18 U.S.C. SEC. 506. UNAUTHORlZED DISClOSURE MAY CONSTITUTE 1RADE SECRET MlSAPPROPRlA11ON IN VIDlA1lDN OF I.C.24-2-'1-1 ET, SEa. AND OTHER LAWS. THE 1lEAS. ARRANGEM:N1S AND DESIGNS DISClOSED HEREIN MAY BE PATENIID OR BE THE SUBJECT OF PENDING PATENT APPlICAllON. PEe MOFEBBIOIW. ____ COHSULTAIIT8, IfC. engIneer. planner. .urveyor. EoIa Park Centre 200 East Robinson Street Suite 1560 Orlando. florida 32801 Tel (407) 422-8062 Fax (407) 849-9401 pecOpeconllne.com Board of Professional Engineer Certificate No. 3556 PEC PRo.ECT NUMBER: SS-002 pO-.G-Jt ~, MAY ~ 2 2003 Elementary School 11111 Seminole County School Board Seminole County I Florida revisions: drawn: checked: date: comm. no.: JaJ lOR .vNf)J ~ ACCESS DRIVEWAY MAlNTBlANCE OF TRAFRI AND DETAILS I I , , ~ GRAPHIC SCALE \ \~\\\~." -~\\\' I -<I.~kLLA~~"<-."-:'H-:,,,-=-,:~-,-~,,-,-,O...,.~~,-<-{. f _" S tat e R 0 a d 419 (~4~ 2r jO 40\ \ \\ ~~t:'\! - " ____ ~JH. A~U.LX.'-':A..U,~A.U.,U,~J....L.u. ___ J-r.::1-_ 1 INCH = 40 FEET \ \../ - _ -=----==- ..::::-:' ~ _ _ J.,...Jl.-.J.. J.-..A. -k-)"-""J... ~/ _ "'f'::L(..~ - \ \,', \-.:,' ','\, S t r_,e.:-e_t /'" _--- - ---~ ~ ..tk, ----______~ \) ", /; ---~;:-- -- --- ---___-'l..~ 'I--/::;......:;V.;~,.- -:;/-::.,;:::::-----:::>-'-...- \ ',,'\\; "'~~~~ --- I -- -.- - _Z // // / --- - -- I " \:Y' ,\ ------------ \ / /,/ - ----::...- -:::::.::::..:=:::::----- .. - ..,..". /' / -- -- - - \ ~ ' ", ~~. r-.------iEli-r----=--\\ -1 (/ / / y""/-:::-;::::-----..:::::-~~~-- ///0 7T -' --- L"~~ \ ~ ,\ ~\J -,r= f::..- _ _~--__ \ ># I I ( / /,/ / -~,_ ~::::-.//" ./'/ / -- _ _ I ' _\- l~lJ ~:~~~_'V/ _ - - _ _ _ -l!2:~ -::-:.. -- ~ I- _ ( / ,/ ~ - ::::. --;:;;;: - -=- - - /,1'tf / / - - / - .--- . , "- -______ ,-- --~ ~ Ii I 1/( \ \.~ -,/_;::::;.-_ 7~ _ /' ~~_/ / /'l..'); /........ \ -,~ E;; ~ _ ., - (")'~ _ I 1'/ /,/ :Y-. ~ - - -LI_ _ " ---- r- -::::- /. ~/ /" / r6T / / / _ '\ I ---- \ ::-;::'.: 7J ~,_ _ _ _--..:;;::.;:;:: _ ~ J/,/ ~~.......' _ _ _ -81_ _ _ _ _ _ , '\ '/ /. ..~/_ _ / /' / / /" \ SHOULDER TO MATCH .-.cc- \' \ \' ~"""N, _____ ~ \\\<- ~ __----- _____, "'~// u /4// _/~ /' /' ~ \ EXISTING DRIVE ~ -- - -v, "~ _-_-------22-- ~::::;;,= =====~~ ~?-f::'-'::'-- _ =:::. ~--.......::::::~!/f.~fr"~.>- ./ -::-:.-/" r----/'li /~''t . H ~ ~~. t't - -=-- - - -\Ir -::=. - --..:::=-, \ I \ ~ -------21-- /" ....~. -___ '--tt=="...................... _.1Jf .1/'//'/;;....-'// ,/ /" / II; '- ~,,-=- - ::::> - 11 --, ~ ~ \ 1-__ /' . --_ '- --';',.-.t:_ - 9' ~/I ~- _ ~ '\(~ ";~'."" ~~- ~.rr-~ 9 ~ -:;..7 _1..--- ~.---.--/ / 1"'-\.'\11/1 ,'\\ _________- _ . . -c?'c?'_-::.-7-~-~r--./ of / ~.-.....'---- --=--:~~:- _.,~ r."l.f\ 2B -wr~ ~ ... ~-= II _-g~ ~- I'~"Z""'__ --rs;~---' ~ .~ ~... '.=:'.?o ::. ~~,=:'.=:..=:.. /1,t;:-~----~.-~c.,.~-=-,=-=..-,-~ -~I-.-~~-~~~~ :g-~8; ~7.Y::==~mL1~--/_!I&-.JSmI]-:-6Z-;~ i~7~~----~~ J'" ~-:- 371+00 '" ~ 'lj"/ ~ ~ r? IP?7R~1 q--/ Jf2l_l..!:!. ~:- - _ _'- ~ _-. . : : - ' ' - ' . '%D1+oo 382+,) - \ I I cfr I := 1:= -=:~lJ ~ '''' ~ ~ x"" ~~ .... = = = .:..= - - - - ....3 -r .,=: -,. ~ -1;, -- ~:: "".: - 318+0lL~ -~ " ,-~-: '"' ~" -- ~~~..l"- "..'-' JmBB]' - \\'/~~~G' :: ==::c;> :: _.. _ " ///,.., '" ~ " " '" '" ,,.., ',;'-,) - -~=_ - J11itOCL I~ I -+ ~ I C,~~fi.'_:"'..."""'- ':.';...~_~ ~ -T":' :";'-:;',~-'\ I '~~ iPA~ENT .j --:n '- -H . . - - . . - - ~ ~ 1~'J7..,IIP19.141 ~ ,,/ . . I I JU_. '-' V --- ~ -----....4l ~ -- =~;-=-BT-<JI .~~_ ~ "-, Bf'- ~*,;dt-~~--.'~~=-~':;::~--~lg?4'HI: . . ... ,~ ! _ _ _ _ _,~ "7::J~ . \ / ~, ~ ~~_ 1245i.r.-l1l" S\-26 ' , ~,.,__,. 7 ...,'''''7.'' "~" ' '/' '7 _ vV- ~ -=: .~- _ .AT' '~\ 'B-T - liT"': >- - - .[_--...I--~------ .~ - -.~ ~~~_~ -- ~ ~O.75X U -e ~ - " . -== ~ ,-_=-:-. flU)"'7'T?lI// \~, \ '\ " ~ /'\- IW'\/I IDJJ STA. 378+50.00 5'tONCRETE ~ \ 30LFN24" RCP { A/ ...,.. ,. / STA. 376+59.14 192LF"'18" RCP 30.78' RT. \ SIDEWALK I (1)~ '..l \' ',(1) 0.25% STA. 374+16.58 , /' 35.69' RT. 00.75% CONST. TYPE C INLET 01 "''''" -SJ ~ - \......, ' ~JJ~.RJypE C INLET ~ i "~1;/( ....... ~ / II ~ .STA. ~76+50.D9 CONST. M.H. 02 GRATE ELEV.= 26.op _ _ - - - - - - - - - 0 -0 \-"" ~ ~ ~ ~ I' \ /50.00 RT. = TOP ELEV.= 28.50 - - - - GRATE ELEV.= 23.00 03 ,\ \\ ~ c..1< 'I N 3287.84 INV REV.= 19.57 (VIl _ _ _ ~N~~21.lllL \- ~ 1;;g ~Q) \ INV ELEV.= 17.73 (W) _y ~.ll '11_ _ _ _ )_ \' ~.L51.4~7..6..-=-_- IN.\l-ELEY:- ~7 m- - - \ 3' c;i"'f1 ~~ , INV ELEV.= 17.73 (EJ ' >t\~L- - \ l' cr Ci ...... \' ..\( 6 '" " ro cP,- _ _ _ _ _ _ - - SrA. ~7s+01-:a5. - \ '\ !V \I ";' [ I j ~ ~ ~ ,\ . \ \, _ _ _ _ _ - - 50.00 RT. = 'G.t \ _____ ....\ .tr _---- N3259.35}1 -' - .....- - _ _ _ _ _ - - - - E 52~_ =.zLl\ QHE _ ~~ -~ E- <t:--\ __------=-=-=--=--=--=-.:.::-F00------ FP&L UTILITY EASEMENT ~ ~ \ //29~~~~~ _ HEE_ ~ ~-" CHEf ~ HE- \ _ _ _ _ _ t \' ~ r t- '-...... Ir?.- ~71 , 17.461 STA. 373+86.94 38.03' RT. 04 CONST. RING & COVER RIM ELEV.= 23.50 GRATE ELEV.= 21.95 EXIST. INV ELEV.= 17.65 (W) INV ELEV.= 17.65 (EJ EXIST. , . . .. . .. .. . r~ATCHEXlSTlNG I EDGE OF PAVEMENT 35 rPROPOSED _ - ~ ... . EDGE OF PAVEMENT ~ -- -- --1-- -..- ~~ ------ ~ .-- ~---~-~----- .--- --- .---- --- :.;;..J::::-. ....." -- - - .. - ---~ - - / .-. .-- -30 ___ _ V' . 35 . : . EXISTlN( CENTER INE GRADE . ... !.:PROPOSEII021 .. '1511 .. DRIVEWAY EXISTING L~ ~ _ _ -- -- - -- , EDGE OF: PAVEMENT - - -- - -- -- -:..:;..; ~: ~~~~O~DRIG~ T ! _..--....... ~~ _ = ~-=? - - -... -.. ..m~. - - ~ ~ .. TURN LANE .....1\: ~ - ~ ------ .. ~ -~ ~-- , .. ~I ____ i-'- ...._ __-----7' . _---~---;J.t:-:-__- /:,~::.~:2=---:J --- ~~ ^;" c.--.' . ~~%05FIDi GRADE . .~~---------.....~ ,.....----7-~- --.....-.- ^ / "-~ '- ~ ---~'-.....---- -""" ""- ~ .\,/ ........:::: r:::?"" .,., - - & _....--- " I If V'- 1>.";'" ~ II - ,- I I . _ ~.._u / /_-1 r ~... - II . _/ II - . '-/"'. - ----.....,... I ^ 1 _- - ti jl /~ /~. .. . : I. I I 1 _ - EXISTING: I \ P- .. 24" RCP' t 1/c;J ~EXlS nNG ; HEA WALL . . .....- . 1.Q!J 03 30 ,. .... . ... I. .. , 25 25 ~ \EXISTlN ; 18- PIP AND ..~~~~ D TO BE . RIGHT"D1TC H GRADE . - ... .. . . ---... ' - --- -,-~-~~,- ,- ~~ .. . ......- ~ ...... ..,...........- - , . -. .. 20 20 "'\. ~PROPOSE[ 18" RCP . - ---- . ... .. :.. r---, I: I \PROPOSED 24- RCP PROPOSED 18" RCP . 1-- _ .. i . 15 15 I, . . , .. 1 .. . . .. 10 . 10 . I.. ~ .., >. m ~ a.. N ~ ~ C") o o ~ o f 15 ~ N M ca N o o ~ 11I)' r:: ~ o o f/) ~ ~ Iii - ,;,; . . . ..., , 5 5 375+00 378+00 377+00 378+00 311+00 J8Ot.OO 381+00 382+00 373+00 374+00 I SCHENKEL SHULTZ ODD ARCHITECTURE ODD 200 east robinson street suite 300 or1ando, fl 32801 voice 407-872-3322 fax 407-872-3303 schenkel shultz. com ALL IIEAS, DESIGNS, ARRANGEMEffTS AND PlANS NlICAlED OR REPREsam:D BY TIIS DRAWING ARE OWNED BY NIl THE PROPERlY OF SCIDKEl & SHUlTZ ARCHITECTS AND WERE CREAlED, EVOlVED, NIlIlEVElOPED FOR USE ON AND" CONII:CllON WITH THE SPEClFED PRO.ECT. NONE OF lHE 1lEAS, DESIGNS, ARRANGEMENTS OR PlANS SHAll BE USED BY OR DISClOSED 10 ANY PERSON, ARM, OR CORPORAllON FOR ANY PURPOSE WHATSOEVER WI1HOUTTHEWRITTEN PERMISSKlN OF SCHENKEL & SlU.lZ ARCII1a:TS, WRITlEN DIMENSIONS ON THESE DRAWINGS SHAll HAIlE PRECEDENCE OIlER SCAlE D1MENSKlNS. COHTRACTllRS SHAll \lEAFY NIl BE RESPONSlBlE FOR JU DIMENSIONS NIl CONDIT1ONS ON THE JlIIl AND lHlS 0fRCE MUST BE NOllfti> Of ANY VARlAllON FRl* THE DNENSIONS AND CDNDIT1DNS SHOWN BY THESE DRAWINGS. SHOP IlETALS MUST BE SUBMITlED TO TIIS OFFICE FOR APPROVAl BEFORE PRllCEElltlG WITH FABRlCAllON. COfAIENTlAl COPYRIGHT 2001 SCHENKEl & SHlI.lZ. WARIING: REPRODUCl1ON IEREOF IS A CR&fIIW. OffENSE UNDER 18 U.S.C. SEC. 506. UNAUTHORIZED DlSCl.OSlIlE MAY CONSTITUTE 1RAIlE SECRET MISAPPROPRIATION .. WllAllON OF I.C.24-2-31-1 ET. sea. AND OTHER LAWS, TIE IIEAS, ARRANGEMENTS AND DESIGNS llISClOSED IEREW MAY BE PATENlED OR BE THE SUBJECT Of PENDING PATEffT Al'lU:AllON, PEe PfIOFEBSIOIIAL _---lunG COIf8tI.TMTI, IfC. engineer. planner. .urveyor. Eo/a Park Centre 200 East Robinson Street Suite 1560 Orlando, florida 32801 Tel (407) 422-8062 Fax (407) 849-9401 pecOpeconllne.com Board of Professional Engineer Certificate No. 3556 PEC PRO.ECT NUMBER: 55-002 o tj eJi ~-= MA Y 2 2 7(1fl~ Elementary School "1" Seminole County School Board Seminole County, Florida revisions: drawn: J8J checked: ~ date: ..,.., comm. no.: ~ ACCESS DRIVEWAY STORM PLAN I PRIIIE . POINT rI NUMBER NORTHING EASTlNG DESCRIPTION rlMMER 5000 4516.90 5127.13 POND COR PC __, ill GRA lE 5001 4559.77 5137.03 POND CP r--- ELEV.=20.00 5002 4554.66 5093.33 POND COR PT I I I I 24- RCP I I WEIR DISCHARGE PIPE 5003 4568.02 5091.76 POND COR PC I I I I ELEV.=18.40 I I 5004 4573.13 5135.47 POND CP I I ~- I I I //-" I 5005 4617.01 5132.18 POND COR PT I I II '\\ I I I I 5006 4630.27 5309.40 POND COR PC I I II \\ I I ORIFICE 3.5- I I 5007 4435.82 5323.95 POND CP I I \\ 0 1/ I I drawn: JeJ I I 5008 4571.89 5463.63 POND COR PT I --L::~~.~(~,.,l-- I checked: IC1R L___ ___J ill 5009 4568.31 5467.12 POND COR PC ~ .......- ... ....;....tIo.] date: ~ 5010 4537.61 5435.60 POND CP ;:.~; ~ '..'"": ,..,.-.....-. .~:(~~.6... T.'::' comm. no.: ~ 5011 4512.93 5472.03 POND COR PT I.:. y,: II: ... .0:'- ~o ~;I INVERT=16.50 5012 4472.49 5444.64 POND COR PC I ,', : o.~ J!. ~.... 'I." .. INSIDE l.':.:"";.- ..:.... -.~ ;-J 5013 4497.16 5408.21 POND CP I : r : ..~ .::..... :..,........ BOTTOM f .....:~t ......~ 31. r.. .:...,'" t 5014 4454.29 5398.31 POND COR PT I :0...:..... ~.- !....:.,,~: ELEV.=14.17 r,.:..::." ........-. ~ 5015 4597.02 5550.58 SWALE PC I :. ....:~~".~i.-.....<'}.... SlRUClURE CONlRACTOR TO FILL POND ~ ~.&. .!:.... ":::~::.:I 5016 4599.18 5555.09 SWALE CP I I BOTTOM SlRUClURE FROM 5017 4604.13 5555.76 SWALE PT L________...J ELEV.=13.50 INSIDE BOTTOM DET AILS 5018 4598.30 5598.48 SWALE PC ELEVATION TO INVERT 5019 4566.56 5594.14 SWALE CP ~ ~ ELEVATION WITH 3000 5020 4590.90 5614.97 SWALE PT ~ ~ PSI CONCRElE. 5021 4564.06 5646.33 SWALE PC 5022 4556.46 5639.82 SWALE CP 5023 4548.87 5633.32 SWALE PT CONTROL STRUCTURE 5024 4575.70 5601.97 SWALE PC 5025 4578.48 5595.77 SWALE PT STRUCTURE NO. 17 5026 4582.55 5565.99 SWALE PC 5027 4599.40 5568.29 SWALE CP (MODIFIED -C- INLET) 5028 4592.05 5552.96 SWALE PT x ~ GRAPHIC SCALE 40 0 20 40 ~II 80 I ,/" " ,,-,...1 1 INCH = 40 FEET - TOP BRACE (TYPICAL) I I ~I ~t:l "!'re to N ~ I /I/~ Z IIRAa<ET (TYPICAL) r -5" (8.4181) ISDE OPDING WEIR OPENING WITH SKIMMER - PLAN VIEW 6- x 19- TOP BRACE (3/16- FlAT PLATE) Z-BRACE TYPICAL 6- x 19- TOP BRACE (3/16- FlAT PLATE) TYPICAL -- __15 - v r-- Lfi ~ c o rn TOP BRACE DETAIL - TOP VIEW CORNER BRACE DETAIL - TOP VIEW -------- --- -- '+- o 01 I') oi x \ _ _ _,6- FEN RNER _ -\\ -r - - - N 4647.70 \\ \ E 5073.39 Ix \ \ \.--- -- \ \ \ \ FRONT BRACE (Top and Bottom) TOP Of' WEIR WAll. El.. 20.00 COMPOSITE SKIMMER BLADES: ----- - - :::--- '/1 4,....0 · - ..' . "':=. .... ". .. . t .. :. If: '_. --:.:- ;..-.. ..: ....... .... .... --.... - .. . ... - _ .....-J . ~.. I. ... ::.. " .' , ~ :. .: .:.. El.. 17.50 '.; '", .r.. . . :., . - ....~.-:.- ... t. : . ':... .;. 0 _..~ ;: ...~ .. - ... - ... -.: .. '.. -.: Z-BRACE r ... . ~ 1/4- x 2- :.. . J ~_ .~. DRIVE SPIKE ~ .. ;"".c. 0" ,: (TYP.) El.. 16.50 W' '. '" '~ DOl'" SPICES MAY _HE PREDRlWNG SURFACES FOR PROPER INSTAU.AllON. SKIMMER BlADES AND Z-BRACKElS SHAll. BE FABRICATED FROM 3/18 IN. STRUClURAL FlBERGlASS FlAT PLATE AND FlBERGlASS ANGLES. All. JOINlS IIU. BE EPOXY BONDED AND BOLTED FOLLOWING ACCEPTABLE BONDING PROCEDURES AS SPEaFlED BY THE tlAHUF'ACTlJRE -- LONGITUDINAL FRONT BRACE, 1-1/2- ANGlE (Top and Bottom) SKIMMER BLADE (Front Panel) --5006. -' -.- _.- - PHYSICAL PROPERTIES WEIR El.. 18.40 -------~--~ ---- -- 3/16- FlBERGlASS SKIMMER BLADE (Front & SIde Panels) TIiE FlBERGlASS STRUCTURAL COMPOSITE MATERIALS SHAll. EXHIBIT TIiE FOLLOIING PROPERllE5. __-- __----e--- ----- -.--- . . . - ...- ...... .~. - . - ... .1 ~ .:. ~ ..: .:.C: ~ .; - -: - r..t .. . .... .-.... - -" .. =- PROPERlY TEST MElHOO UNIT LONGllUDlNAL lRANSVERSE TENSILE SlRENGlH AS1M D6J8 PSI 34,000 20,000 TENSILE MOOUWS ASlM 06J8 PSlx1o' 2.4 1.5 FlEXURAL SlRENGlH AS1M 0790 PSI 34,000 30,000 FtEXURAL MooUWS ASlM 0790 PSlx1 0 1.6 .8 IZoo IMPACT ASlM 0256 Ft-Ib/ln. 30 15 COMP. SlRENGTIi AS1M 0695 PSI 35.000 20,000 COMP. MOOUWS AS1M 0695 PSI 2.5 1.5 SHEAR SlRENGTIi ASlM 0732 PSI 12.000 12.000 COEFFIaENT Of' lHERMAL EXPANSION ASlM 06116 1n/ln'C 1.5 WATER ABSORPllON ASlM 0670 MAX. X .6 Z-BRACE (End) ORFICE 3 1/2- El.. 17.00 - 5 en r- _ -< -- -_.....-- . - .-- .,.-. ..-....~. .-' .... .. -. .- .... -.~-_.. :.~~ . . , . . . - _.- .i.... W' '.' -- - --- --- ill El.. 16.50 CONlRACTOR TO SUBMIT SHOP DRAWINGS TO ENGINEER FOR SKIMMER PRIOR TO CONSlRUCllON. END Z-BRACKET DETAIL Z- BRACKET DETAIL - SKIMMER BLADE DETAIL -- --- \ \ \ \ 1\ Q..\ --_ cr \ --u \ \ \ \ X \ \ \ _----22 " PROVIDE 6' HIGH BLACK ~ VINYL COAlED FENCING / r:...it \ ff 8" \ ~ WITH GAlES AS NOlED. / ~5'M."~ ,/"./ -I 11/ /j)/ 17/ / . ___ _ I I 0 ?-~ /" ./ '1)#""' /' I I; ~ 1;; J ~ /, I / FtNCE CORNER cr-j.J \ ~ 22" _ .--///').~//.../ 1;1//;/1 ~ ~ // Iv N"4467.44 ~ I~. 18" \@l w~ I'i ./?,.ffJ I II I ~I '- ~J I / / I R=53' E 5452.09 ~ ~ PROVJDrY'f2) ~DE X I; ~/j; 1/ - ~/I ( / / / / 1'/5 "" '\ \ ~ 6' HIGH' BLA~K VINYL / /; I- :-; /1/ I ~ FENCE CORNER ./ ./ \ . 10" " ~" ~ " COAlED\GA S I ~I 2J I "7. "N 4445.52,/ .J~ ~O" ~aPI8 J' Iii ")'\-- i I i ~5396.29 / ~ 40" .'/r5 ~3~ ~ / \ ;,1/;; / ./ ,.f III II 1 "\ / xtD, 23" '\ ./ / /11 1// /" I ...-....-11 //1 "- / V1'&) 1":" ~ '\ ./ ./ ./ ./ / ?-") ./ - - - r------------, I I I I I I I I I I I I I I I I I I I SKIMMER-./! I I I I I I I I L____________...J - - - I.LJ Z ~ VARIES 10' 24' 20' ffi ~I FENCE ~I VARIES 20' 24' 10' r - """ / '\ / / / -----.-- I ,/ ----- ----- ------------------------- --~ N. W.L.=17.00 ~ NOlE: FOR SKIMMER, SEE DETAIL ABOVE. .-aAti.. UMITS OF SOD UMITS OF SOD 5.00 SECTION A I~ :J . 18 r--: 010 Iii '0:: > <~ I ~ I.LJ o W25' ~ .0 =:J I..... I UFFER.~ I .~ . 17.00 I~ 16.50 I .......... . I........... I I I ...........'" I . '... . I I I VARIES "'-- GRASS PLAY AREA I~ 10' VARIES. =:J 18 r--: 010 ~"jj "0:: > I~~ o .0 ..... I . J_ --- . I . I UMITS OF SIOD 20' VARIES 20' 24' 10' 10' 24' 5.00 ~ "") >. CD ~ a.. ClO o M C"'l ~ C"'l o o ~ o t ci z o a.. . S l'l o o (/J ~ cn- c: 8 ~ o o. (/J ~ Lti ~ CD - ..:.i --- I ~----. 16.00 7 --- -- --- --- --- -- N.W.L.=17.00 ~ MIlS Of SOO UMITS OF SOD SECTION B SECTION C SCHENKEL SHULTZ 000 ARCHITECTURE 000 200 east robinson street suite 300 orlando, fl 32801 voice 407-872-3322 fax 407-872-3303 schenkelshultz.com AllIlEAS, DESIGNS, ARRANGEMENTS AND PlANS HlICAlED DR REPRESEJrlED BY 1lIS DRAWIIG ARE OWNED BY NIl THE PROPERlY OF SlHNKEl & SHULTZ ARCHITECTS AND WERE CREAlED, EVlIL\/ED, NIlIlEVELDPED FOR USE ON AND IN CDNNECTIDN WIlH TIE SPEClFl:D PROJECT. NONE OF TliE 1lEAS, DESIGNS, ARRANGEMENTS DR PlANS SHALL BE USED BY DR IHSClDSED TO Nl'{ PERSON. ARM, DR CORPORATION FOR Nl'{ PURPOSE WHATSOEVER WIIHOlIT TIE WRITTEN PERMISSKlN Of SCHENKEL & SHUlTZ ARCHI1ECTS. WRITTEN IIIMENSIONS ON TlESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DlMENSlllNS. CONTRACTORS SHALL VERfY ANODE RESPONSIBlE FOR ALL DIMENSIONS NIl CONIllTIDNS ON TIE JOB AND TliIS OFFICE MUST BE NlITHD OF Nl'{VARlATION moM TIE DIMENSIONS AND CONIlI11ONS SHOWN BY THESE DRAWINGS. SHOP IlETALS MUST BE SUBMITTBl TD T1IS DFF1CE FOR APPROVAl BEFllRE PROCEEDING WIlH FABRK:ATION. COfRIENllAl COPVRIGm 2001 SCHENKEL & SHULTZ. WARMNG: REPROIJUCT1ON ItiIEOF IS A CRINlNAllllfENSE IJlIlER 18 U.S.C. SEC, 506. UNAUTHORI2ED IlISClOSmE MAY CONSTITUTE 1RAIlE SECRET MISAPPROPRIATION IN VIlllATION OF I.C,24-2-31-1 ET. SEa. AND OTIBlLAWS. THE IIEAS, ARRANGEMENTS AND DESIGNS DISCLOSED ItiIEIN MAY DE PAIDITED DR BE TIE SUBJECT OF PENDING PATENT APPlICA11ON. PEe PROFE8SIOIIAL ____ COIfS... TAIIT8, IfC. engineer. planner. .urveyor. EoIa Park Centre 200 East Robinson Street Suite 1560 Orlando, florida 32801 Tel {407} 422-8062 Fax {407} 849-9401 pecOpeconllne.com Boord of Professional Engineer Certificate No. 3556 PEC PRO.ECT NUMBER: 55-002 o~ (b}1 ~.. MAY 2 2 2003 Elementary School "1" Seminole County School Board Seminole County, Florida revisions: & ~I!SID 4"X 4" DOWN SPOUT 2" TYPE I ASPHALTIC CONCRETE SURFACE COURSE 19 TIE WIRES ~2" O.C.~ POST CAP POST CORNER SEE DETAIL FOR HANDICAP PARKING SIGNAGE SPECIFICA TlONS 10' -0" TO CENTER MAX BUILDING F.F. " ~ I Co TENSION WIRE 19 TIE WIRES 12" O.C. LINE POST TENSION WIRE " o I Co 3i uS ~ SEE DETAIL FOR DISABLED SYMBOL SPECIFICA TlONS 8" COMPACTED L1MEROCK (LBR=100) 8" DIA. PVC PIPE (SCH 40) (SEE NOTE) 12" COMPACTED SUBGRADE (FBV= 75) PAve.t:NT SECTION 8" x 4" REDUCER 4" DIA. PVC PIPE (MAX. SLOPE ON PIPE TO BE 1/4" / FT.) ~ Js' 6- FENCE DETAIL 3/8" ADJ. TRUSS RODS ~ 1. EACH SUCH PARKING SPACE SHALL BE CONSPICUOUSLY OUTLINED IN BLUE PAINT, AND SHALL BE POSTED AND MAINTAINED WITH A PERMANENT, ABOVE GRADE SIGN BEARING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY, OR THE CAPTION "PARKING BY DISABLED PERMIT ONLY." OR BEARING BOTH SUCH SYMBOL AND CAPTION. SUCH SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. ALL HANDICAPPED PARKING SPACES MUST BE SIGNED AND MARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY THE DEPARTMENT OF TRANSPORTATION. NOTES 1) 8" DIA PVC TO BE PAINTED TO MATCH DOWN SPOUT COLOR. 2) 8" DIA. PVC PIPE TO BE 3" ABOVE GRADE ELEVATION. CE~TER sJoP .L: 12 x 12 x 1~:J --l 1-12" DOUBLE SWING GATE DETAIL II N ..... . . . .. . ;'.~ ~~.: >.. ..,:.:.~ :': / t ~::.~?~',:}:: ~ .~. .~ :~ ~.~"~ COM~~G:T:fD~SttB~8.i\S(.::.:. ., ~:.,-< ::':~:':..>.,:.~....~.~:., ,~'''':'~ .:, -:.:< ;:.::~..~.~: ~J ~~ r STAN)ARD CONCRETE R.USH H:ADER ClIB CONCRETE RAtI NOTE: THIS SYMBOL TO BE WHITE THERMOPLASTIC SPECIFICA TlONS. ROOF ~ DElAL NOTES: 1. CHAIN LINK FENCE SHAlL BE OF MINIMUM 9 GA FABRIC THICKNESS AT ALL LOCATIONS. ALL POSTS SHALL BE SET IN CONCRETE BASES. TENSION WIRE IN LIEU OF TOP RAIL SHALL BE SPECIFIED FOR ALL LOCATIONS WHERE FENCING IS 6' AND HIGHER. TOP AND BOTTOM SELVAGES SHALL BE KNUCKLED/TURNED INTO THE FABRIC. 2. CHAIN LINK FENCE SHALL HAVE A BLACK VINYL COATED MESH, AND MATCHING BLACK PAINTED POSTS AND GATES. 3. TRUSS BARS ARE REQUIRED FOR EACH GATE SECTION AND THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY. NOTE: (HANDICAP SIGN ONLY) 1. ALL LETTERS SHALL BE BLACK AND 1" IN HEIGHT. LETTERS ARE TO BE SERIES "B" OR "Cn, PER MUTCD. 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK BORDER. 4. ONE SIGN REQUIRED FOR EACH PARKING SPACE. 5. HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 2A-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2. FL DOT RECOMMENDS MEASURING PARKING SPACE WIDTH FROM CENTER TO CENTER BETWEEN BLUE AND WHITE STRIPES. ~ LN< FBCE DElAL 18" PARKING BY DISABLED PERMIT ONLY - - - ---- 14 - ---- - ---- STRUClURE 15 INV 19.65 19LFN4" PVC 01.00X C.O. INV=19.84 3" CONDENSATE SEE P102. ill I I S1RUC1Ue 14 AN) 15 ROOF ~ PfN) DETAL . SCALE: 1".20' STRUCTURE 13 INV=19.00 12LFN4. PVC 01.00" ;a .., >. m ~ 11. m ~ ('I) N o ('I) o o ~ o t a:: ~ 11. ~ C It) 8 ('II 8 U) U) -S::;. III E: ~ o o. U) U) :i L5 ?- m - .:.; . I C.O. INV=21.63 - --- / , ro ) C.O. INV=21. 77 I / STRUCTURE INV 21.80 ------ , ~ / / i ". ~Sl1 At[) 13 ROOF ~ PfN) DETAL SCALE: 1".20' C.O. INV=26.00 1t" C.O. INV=25.00 $200 FINE FOR VIOLA TION --- HAtOCAP SlPI'Nl AN) SlGNAQE DETAL - N 3850.72 E 5725.63 3' TRANSITION 10LFN8. PVC OS.50X 10LFN8" PVC C.O. OS.50" INV=22.07 STRUCTURE INV=20.14 C.O. INV=20.31 R = 48.00' l = 32.53' D = 38'50'04" C = 31.91' C.B. = 557'35'31"E N 3848.31 E 5727.42 FOOT DROP CURB N 3826.51 E 5737.06 3' TRANSITION R = 48.00' l = 24.00' D = 28'38'52" C = 23.75' C.B. = 523'51'03"E N 3823.57 E 5737.63 1:-.1 3. COt.mENSA TE ill SEE P101. RAMP AREA DETAL C.O. INV 22.63 D. S. S1RUC'MES 7 AN) 8 ROOF ~ PfN) DETAL SCALE: 1"-20' . 30LF"'4" PVC 01.00% 44LFNS" PVC C.O. 01.00" INV 22.06 C.O. INV=22.36 26LF"'S" PVC - ~.OO" 35LFN4" PVC 01.00X C.O. INV=22.50 8" PVC INV.=19.9 FOR CONNECTION SEE C017. lB. PVC INV.=20.12 FOR CONNECTION SEE C017. - ---- ~ SlRUCl\JAE 10 ROOF ~ PIPING DETAL SCALE: 1"-20' SCHENKEL SHUL Ti [] [] [] ARCHITECTURE [] [] 200 east robinson street suite 300 orlando, fl 32801 voice 407-872-3322 fax 407-872-3303 schenkel shultz. com All 1lEAS. DESIGNS. ARRANGEMENTS AND PlANS N>lCAlED DR REPRESENTED BY TItS DRAWING ARE llVt'NEIl BY AND TIt: PROPERlY OF SClBKEl & SHUllZ ARCHITECTS AND WERE CREAlED, EVlllVED. AND IlEVELDPBl FOR USE ON AND CONNECTION WIIH TIt: SPEClFED PRD.ECT,/IONE OF lllE 1lEAS. DESIGNS. ARRANGEM:NTS DR PlANS SHALl BE USED BY DR 1llSa.000D TO NI'f PERSON, ARM, DR CORPORATION FOR NI'f PURPOSE WHATSOEVER WITHOI1T TIt: WRIffi PERMISSIDN OF SCHENKEL & SHlI.1Z ARCHI1ICTS, WRlTIEN IlIMENSIlINS ON THESE DRAWINGS SHALl HAVE PRECEDENCE OVER SCALE DIMENSIONS, CONTRACTORS SHALl VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND COMlITlDNS ON TIt: JOB AND THIS llfACE MUST BE NDllfED OF NI'f VARIATION FROM TIt: IlIMENSIONS AND CONDITIONS SHOWN BY TIESE DRAwtlGS. SHOP DETALS MUST BE SUIIMIT1ED TO TIllS llFFlCE FOR APPROVAL BEFORE PRDCEEIlING WIIH FABRICATION, CONFIIEMTIAl COPYRIGHT 2001 SCHENKEL & SHUL 12. WARriNG: REPRODUCTlllN HEREOF IS A CRfotINAI. OFFENSE UNDER 18 U.S.C, SEC, 506. UNAUTHDRIlBlIllSClDSURE MAY CONSllTUTE 1RAIlE SECRET MISAPPROPRIATION IN VIOl.A1IDN OF I.C.24-2-31-1 ET. SEa. AND OTHER LAWS, TIt: 1lEAS. ARRANGEMENIS AND DESIGNS DISClDSED HEREIN MAY BE PATENTE OR BE TIt: SUBJECT OF PENIlING PATENT APPlJCA1IDN. PEe I'IIOFE8BIOIIAL __.. COIISCI.TAm, ffC engineer. planner. .urveyor, EoIa Park Centre 200 East Robinson Street Suite 1560 Orlando, Florida 32801 Tel (407) 422-8062 Fax (407) 849-9401 pecOpeconllne.com Boord of Professional Engineer Certificate No. 3556 PEC PRO.ECT NUMBER: SS-002 OM~ MA Y 2 2 2003 Elementary School "1" Seminole County School Board Seminole County, Florida revisions: & 1t.b~!SID drawn: JISJ checked: ~ date: ~ comm. no.: .,. PAVING, GDIING a DRAINAGE DETAILS 6- STANDA~D HYDRANT WITH 5 1/.... OPENING CAP CHAINS ONE PUMPER OUTLET NOZZEL ON STREET SIDE FINISHED GRADE PROVIDE CONCRETE COLLAR IN PAVED AND UNPAVED AREAS 18-X18-X"- CONCRETE a:: COLLAR WITH 14 REBAR ~ u CAST IRON BOX 6- MECHANICAL JOINT GATE VALVE DRAIN VALVE --........_ SHALL BE "'- PLUGGED LOCKING 6- HYDRANT ADAPTER AND HYDRANT TEE, OR 3/4- TIE RODS (MIN 2 PER CONNECTION PIECE) 6- CONNECTING PIECE NOTES: 1. THE HYDRANTS ACCEPTABLE TO THE CITY OF WINTER SPRINGS SHALL BE EITHER THE CLOW , 42 MEDALlON AMERICAN DARUNG B84B, OR THE MUELLER A-423. 2. THE BARREL SHALL BE PAINTED YELLOW AND TOP WHITE 3. GRIP RING OR MEGA LUG RESTRAINTS MAY USED IN PLACE OF ALL THREAD RODS FA: HYDRANT ASSBB.Y IQUME CUT EDGE Of' ElCISI1HO PAWDlT (TYI'.) CllOWN TIlENCH IN U"AVED AIIEAS. (I- "'No) (SEE NOTE . FOR 01'HER IllSI'ORATlON) FINISHED 0IWlE I ~ I ; i ~ I i ~ ~ ! IlOTllk t. I'I'E IEIlDINOI SEUCl' COWOII FU COlIII'ACml 10 .. Of' 1ME MAXIMUM DENSl1Y AS PER MIH'IO T-tlO. 2. t1lDICH IACICFUI COMMON FU COlIII'ACml 10 .. Of' THE IWlIMUM DENSl1Y AS I'ER MIH'IO T-tlO. FLOWAIU FI.L, '75-t 00 P....., SHAU. . USED WHEllE ElCIS11MO PAVED NIfAS AIlE AfFECJED. I. I'I'E _ InIJZINO SIl1C1' COMMON FU 011 IEDIllNO lOCK IN ACC:ODNCI WI'IM 1YI'E A KDllIHO AND TIlENCHINO DEJA&. MAY . ~ AS DIllEC1'ED I\' 11lE CIJY. 4. Ml t.- IIIAX. FOR I'I'E IlIMlETERS LESS lIWI 14-, AND 14- FOR I'I'E DIAMElD 14- AND UIlGEIL THE ...... DISTANCE SHAU. EQUAL THE OUTSIDE DIAMETER Of' 1ME I'lI'E. .. WAm SHAU. NOI' . I'ERMITTED IN THE TIlENCH DUIlINO CONSTRUC1lON. .. ALL I'I'E 10 . INSTAUED WITH lEU. FACING UI'S11lEAM 10 THE DIRECTION Of' THE FLOW. 7. IlEfIJt 10 IEC1lClII 12.1 Of' THE MANUAL FOR IHEEnNG AND IRACINO IN EXCAVA11OMS. SHAU. COYI'LY WI'IM STAlE Of' FLOIlIDA TIlENCH SAFI1Y 1m. .. FINAL IlESTOllATlON IN II'llCMD NIfAS SHAU. . IN COMI'IJANCE WI'IM ALL N'l'\JCAaE 1IEGUlA'I1ONS Of' 00VERIllMG MDlCIES. IUIlf'ACE IlESTOllATlON WITHIN CIJY RIGHT-oF-WAY SHAU. COYI'LY WI'IM IlEQUIlDIENTS Of' RIGHT-OF-WAY UTlIJZATlON 1lEGULA11OMS. 1YPE B BEDDNl ND 0PEN-Cl1T DETAL [ POTABLE WATER MAIN 11 z :i [ SEWER (GRAVITY OR FORCE MAIN) b 11 A MINIMUM HORIZONTAL SEPARATION OF 10' (OUTSIDE TO OUTSIDE), SHALL BE MAINTAINED BETWEEN SEWER COLLECTION LINES AND POTABLE WATER MAINS. ~ .., ~ ~ ll. o . . C') N o C') o o ~ o t -i F =I ~ o CD 8 N o o m m ~- III c:: ~ o o- m m ~ ~ - -"J [ POTABLE WATER MAIN IT t. z . z :i tI)- 2 in RECLAIMED WATER MAIN t . z z tI)- :i 2 in SEWER (GRAVITY OR FORCE MAIN) ~ A MINIMUM HORIZONTAL SEPARATION OF 5' (CENTER TO CENTER) OR 3' (OUTSIDE TO OUTSIDE), SHALL BE MAINTAINED BETWEEN RECLAIMED WATER UNES AND EITHER POTABLE WATER MAINS OR SEWER COLLECTION LINES. Mt&U4 HORIZONTAL SEPARAllON REQUIBENTS FOR POTABLE. RECLAIS), AND SEWER LIES ~ % C) W Z % ~ i .1 ." .... TRANSITE COLLAR ENCASED IN NON- SHRINK GROUT FLUSH WITH MANHOLE WALL PRECAST ANHOLE WALL ..-----..-...--..- ......----...-. .........-.........----- ................-......... ---------...-..-- 2" DOUBLE CHECK VALVE ASSYO\ NOTES: 1. ARTERIAL ROADWAYS- USF RING AND COVER SERIES 170-BJ. HEAVY DUTY LOAD RATING. COVER WEIGHT 2171, TOTAL WEIGHT 372'. 2. RESIDENTIAL ROADWAYS- USF RING AND COVER SERIES 170-J. HEAVY DUTY LOAD RATING. COVER WEIGHT 150', TOTAL WEIGHT 305'. ~ 2- WATER METER 12- MINIMUM 2- GALVANIZED PIPE RAISED 1 1/2- LETTERS FLUSH WITH TOP OF COVER LABELED SANITARY OR STORM AS APPLICABLE ...----------..- ..------------ -----------..-- ------------- ...-------..--.- ..........-. ................ . .. ... ... . .. . ... ... ... ... . ---.-...--............ ........-.--_.. ... ...... .... .... .... ......----............... ......... -................ - .------............. ....................................... -----.................... ........................................... .-...---................... .... ........ ..... ..... ....... .........----.................... Z :i FORCEMAIN CONNECTION . o I ." ~~=f 1/4- 1/2 PIPE DIA BRICK a: MOTOR DAM INLET CONNECTION AS REQUIRED MANHOLE INVERT INFLUENT SEWER CONCRETE ENCASEMENT OF VERTICAL PIPE DROP PIPE 90. BEND TRACING WIRE GENERAL NOTES: 1. PIPE UNE TRACING WIRE IS TO BE INSTALLED ON ALL POTABLE WATER, RECLAIMED WATER AND SEWER FORCE MAINS. 2. SYSTEMS-TRACING WIRE SHALL ALLOW TRACABILlTY OF ALL PIPE BRANCHES INCLUDING THOSE FOR HYDRANTS. TRACING WIRE SHALL BE INSTALLED OVER THE ENTIRE LENGTH OF THE MAIN AND SECURED TO THE MAIN EVERY 5 FEET WITH ADHESIVE TAPE. WIRE SHALL EXTEND A MINIMUM OF' 12- ABOVE GRADE AT EACH INTERVAL AND SHALL BE COILED AND PLACED IN A VALVE BOX FOE EASY ACCESSIBIL TY. 3. ON DEAD END MAINS THE TRACING WIRE SHALL BE PLACED IN A PROPERLY IDENTIFIED PVC VALVE BOX AT THE END OF THE RUN. MANHOLE COVER TYPE BJ 14 THHN SOLID COPPER TRACER WIRE (FOR PRIVATE MAIN ON SCHOOL BOARD PROPERTY USE 10 THHN SOUD COPPER) 2- CORP. STOPS COILED TRACING WIRE (TYPICAL) r 2- CORP. I STOPS NEW WATER MAIN EXTENSION C/~J=f MANHOLE COVER TYPE J 1/4- SHELF TO BE INTEGRAL WITH PRE-CAST BASE DROP CONNECTION PRECAST MANHOLE WALL NOTES: STAINLESS STEEL BOUND 1. PENETRATION TO EXISTING FILL WITH GROUT MANHOLES SHALL BE CORE BORED MANHOLE INVERT 2. OUTSIDE DROP CONNECTION SHALL BE REQUIRED WHENEVER AN INFLUENT SEWER IS LOCATED TWO FEET OR MORE ABOVE THE MAIN INVERT CHANNEL STAINLESS STELL PIPE CLAMP 2 1/4- 14 THHN SOUD COPPER (FOR PRIVATE MAIN ON SCHOOL BOARD PROPERTY USE 10 THHN SOLID COPPER) PVC OR DIP tiQIE; CONTRACTOR TO COORDINATE WITH THE CITY OF WINTER SPRINGS TO UTILZE AN EXISTING 2- WATER UNE AT THE SOUTH RIGHT-OF-WAY LINE OF OLD SANFORD-OVIEDO ROAD AND WEST SITE PROPERTY UNE. SEE SHEET C009. 4 1/2- 30 1/4- TYPICAL CONNECTION USF 170 MANHOLE RING TYPICAL UAN-IOL.E cafETlONS MAN-IOLE RW.4E + COVER, mActIl WH: cafE110N lB.PaW\Y BYPASS FINISHED GRADE LOW PRESSURE SYSlENS HIGH PRESSURE SYSTBlS Test Preaure 10 to 35 PSI - RES1RAIED JaNT lENG1H (F1) Test Presue 61 to 100 PSI - RestraIned ....t Length (F1) Pipe Tee 221/2' 45' 90' Dead Pipe Tee 22 1/2' 45' go' Dead Diameter Size on Size) Bend Bend Bend End Diameter Size on Size) Bend Bend Bend End 4 0 1 1 3 7 4 17 1 3 7 17 6 0 1 2 5 9 6 23 2 4 10 23 8 0 2 2 6 12 8 31 3 5 13 31 10 0 2 2 7 14 10 37 3 6 16 37 12 0 2 3 8 17 12 43 4 8 18 43 14 0 2 3 9 19 14 49 4 9 21 49 16 0 2 3 10 22 16 55 5 10 23 55 18 0 3 4 11 24 18 61 5 11 26 61 20 0 3 4 12 27 20 67 6 12 28 67 24 0 3 5 14 32 24 78 6 13 36 78 30 0 4 5 17 39 30 94 8 16 38 94 36 0 4 6 19 45 36 109 9 18 43 109 42 1 5 7 22 52 HIGH PRESSURE SYSlENS 48 6 5 7 24 58 Test Preaure at 150 PSI - ReslniIed ....t Length (F1) 54 11 6 8 26 64 MEDIUM PRESSURE SYS1EMS Pipe Tee 22 1/2' 45' go' Dead Test Presue 36 to 80 PSI - RES1RAND JaNT lEHG1H (Fl) Diameter (Size on Size' Bend Bend Bend End 4 25 2 5 11 25 Pipe Tee 22 1/2' 45' 90' Dead 6 35 3 6 15 35 Diameter I (Size on Size' Bend Bend Bend End 8 46 4 8 20 46 4 0 1 3 5 11 10 55 5 10 23 55 6 0 2 3 7 15 12 65 5 11 28 65 8 0 2 4 9 20 14 74 6 13 31 74 10 0 3 5 11 24 16 83 7 14 35 83 12 0 3 6 13 29 18 92 8 16 38 92 14 0 3 7 15 33 20 101 8 17 42 101 16 0 4 7 17 37 24 117 10 20 48 117 18 0 4 8 19 41 30 141 11 23 57 141 20 0 4 9 20 46 36 163 13 27 65 163 24 6 5 10 24 54 30 16 6 12 28 66 36 27 7 14 33 77 42 37 8 16 37 88 48 47 9 17 41 99 54 57 9 18 45 109 NOTES: 1. The tables indicate minimum lengths of restrained joints on each side of fittings and changes in direction. Where practical, full lengths of restrained pipe shall be laid to achieve the required minimum restraint. 2. Where combinations of fittings are used. the piping between the fittings shall be restrained. The minimum restrained length of pipe required upstream and downstream of the combination of fittings shall be determined on the basis of one equivalent fitting (i.e., 2-45 degree bends will be considered as though a 901/1 bend were located midway between the two 451/1 bends.) 3. 11 1/41/1 bends shall be restrained same as shown for 22 1/21/1 bends. 4. Restrained joint lengths for a given pressure range shall be based on the maximum pressure for the test pressure range. silty sands (sm), 3- feet depth, laying condition No.5, factor of safety of 1.5 and Tee size oo*~ . 5. For a 150 psi test pressure. the required restrained joint lengths shall be 1.5 times the lengths specified in the table for -High Pressure Systems. - 6. In Line Valves: Provided restrained joints on both sides of the valve as required for -dead ends". 7. All pressure piping shall be hydrostatically tested at a pressure equivalent to one and one-half times the working pressure, but not less than 150 psi, unless otherwise noted. NOTES: 1. The tables Indicate minimum lengths of restrained joints on each side of fittings and changes in direction. Where practical, full lengths of restrained pipe shall be laid to achieve the required minimum restraint. 2. Where combinations of fittings are used, the piping between the fittings shall be restrained. The minimum restrained length of pipe required upstream and downstream of the combination of fittings shall be determined on the basis of one equivalent fitting (i.e., 2-45 degree bends will be considered as though a 901/1 bend were located midway between the two 451/1 bends.) 3. 11 1/49 bends shall be restrained same as shown for 22 1/21/1 bends. 4. For pipe that Is encased in polyethylene, restrained joints minimum lengths shall be Increased by 50 percent. 5. For fittings other than those presented in the above tables, restrained joint lengths shall be determined in accordance with -Thrust Restraint Design For Ductile Iron Pipe, Second Edition, 1989- by the Ductile Iron Pipe Research Association. Restrained joint lengths for a given pressure range shall be based on the maximum pressure for the test pressure range, silty sands (SM), 3-feet depth, laying condition No.5, factor of safety of 1.5 and Tee size on size. 6. For a 150 psi test pressure, the required restrained joint lengths shall be 1.5 times the lengths specified in the table for -High Pressure Systems. - 7. In Line Valves: If the straight run of pipe on both sides of the valve exceeds the length required for -dead ends", then no restrained joints are necessary. 8. Wye Laterals: If the straight run of pipe upstream of a wye lateral exceeds the length required for -wye laterals", then no restrained joints are necessary. 9. All pressure piping shall be hydrostatically tested at a pressure equivalent to one and one-half times the working pressure, but not less than 150 psi. unless otherwise noted. LOW PRESSURE SYSlEMS Test Preaure 10 to 35 PSI - RES1RAIED JOINT LENG1H (Fl) Pipe Tee 22 1/2' 45' go' Dead Diameter Size on Size Bend Bend Bend End 4 0 1 1 3 9 6 0 1 2 4 13 8 0 1 2 5 17 10 0 1 3 6 20 12 0 2 3 8 24 14 0 2 4 9 27 16 0 2 4 10 31 18 0 2 4 11 34 20 0 2 5 11 37 24 0 3 5 13 43 30 0 3 6 15 52 36 0 4 7 18 60 MEDIUM PRESSURE SYSlENS Test Preaure 36 to 80 PSI - RES1RAINED .oNT LENGlH (Fl) Pipe Tee 22 1/2' 45' go' Dead Diameter Size on Size Bend Bend Bend End 4 0 1 2 5 16 6 0 1 3 7 22 8 0 2 4 9 29 10 0 2 5 11 34 12 0 3 5 13 41 14 0 3 6 15 46 16 0 3 7 16 52 18 0 4 7 18 58 20 3 4 8 20 63 24 13 4 9 23 74 30 25 5 11 27 88 36 38 6 13 30 103 HIGH PRESSURE SYS1EIotS Test Presue 61 to 100 PSI - RestraMd JotIt Length (Fl) Pipe Tee 22 1/T 45' 90' Dead Diameter Size on Size Bend Bend Bend End 4 25 2 4 9 26 6 35 2 5 12 37 8 47 3 6 16 48 10 55 4 8 19 57 12 65 4 9 22 68 14 74 5 10 25 77 16 83 5 11 27 87 18 92 6 12 30 96 20 101 7 14 33 106 24 118 7 16 38 123 30 141 9 18 44 147 36 163 10 21 50 171 HIGH PRESSURE SYS1EIotS Test Preaure at 150 PSI - Reslniled JotIt Length (Fl) Pipe Tee 22 1/2' 45' 90' Dead Diameter Size on Size Bend Bend Bend End 4 37 3 5 13 39 6 53 4 7 18 55 8 70 5 10 23 72 10 83 6 11 28 86 12 98 6 13 33 102 14 111 7 15 37 116 16 125 8 17 41 131 18 133 9 19 45 145 20 151 10 20 49 158 24 177 11 23 56 185 30 212 13 27 66 221 36 245 15 31 76 257 CllOWN TRENCH IN U"AVED AREAS. (I- ......) (SEE NOTE . FOR 01'HER tlESTORATlON) I Ii ~ I! ~ Ii ~ ! I'll'E IIDDlNO (SEE NOTE II I: I) NOTESI t. I'll'E IEDDlNGI SELECT COMMON n.a. COMPACTED 10 15. Of' THE MAllIMI DDISRY AS I'Ell MIH'IO T-tlO. 2. TIlENCH IAClCf1I,1l COMMON FU COWACTED 10 IU Of' THE MAlCIWM DDISRY AS I'ER MSHTO T-tlO. FLOWAaE Flu., 7I-too P.s.I., SHAU. . USED WHERE EXISTING PAVED AREAS AIlE AFFECTED. I. USE Of' 1YI'E A IEIIOIIIQ 10 . DETERMlNm IN THE FIELD AS DIRECTED I\' THE CIJY. 4. Ml t 5- IWC. FOR I'II'E DIAME1'EIl LESS lIWI 14-, AND 14- IIIAX. FOR I'I'E DlAMETEIl 24- AND UIlGEIL THE MINIMiI DISl'ANCE SHAU. EQUAL THE 0UlSIDE DIAMETER Of' THE I'II'E. .. WAm SHAU. NOI' . I'EIlMITTED IN THE TIlENCH DUllINO CONSTIUCTION. .. AU. I'I'E 10 . INSTALLED WI'IM lEU. FACING Ul'STREAM 10 THE DlRECl'ION Of' THE FLOW. 7. REFD 10 SEC1'ION 12.1 Of' THE lWIUAL FOR IHEETINO AND IRAClNO IN EXCAVA11OMS. SHAU. COMl'LY WITH STAlE Of' F'I.ClRIDA TIlENCH SAFI1Y 1m. .. GRAVITY IEWEIlS SHALL Ul'IJZE 1YI'E A IElIllING f' IlEQWIED I\' THE CIJY. IEDDlNO DEJl'1Il SHAU. . ,.- MNMUlII FOR I'II'E DlMIETEIl LESS THAN t.- AND .- MINIMUM FOR I'lI'E DAlMETEIl t.- AND LMClEIL I. DEJl'1Il FOR IEMClVAL Of' ......AIU MATEIIIAL SHAU. 0CMIlN DEJl'1Il or IEDDlNG lOCK IELOW THE I'I'E. THE CITY SHALL DE'I'ERIIIIIE .. THE FlEIJ) f' IEMClVAL Of' UNSUITAIU MATEIIIAL IS IIEQUIIED TO !lEACH A SUlTAIU fOUNDA11ON. DP RESTRAN3) JOM TABLE PVC fE8TRAtB) JONT TABLE TYPE A BEDDNl AN) 0PEN-Cl1T DETAL -. tfOlES;. 1. ALL PIPE AND RTlINGS, MAlERlALS, lABOR, AND APPURTENANCES SHALL BE SUPPUED BY THE CONTRACTOR. 2. ALL PIPE AND RTlINGS THREE (3) INCHES AND LARGER SHALL BE RESTRAINED JaNT DUCllLE IRON PIPE. ABOVE GRADE .K>INTS SHALL BE FACTORY-FLANGED. 3. THREE (3) INCH METERS AND ABOVE SHALL BE ABOVE GROUND INSTALLAllONS WITH BYPASS. DUCTILE IRON POTABLE WATER MAIN NTS TYPICAL METAL 2.5- - 4- PIPE - 3- TAPE IS CENTERED ALONG TOP HALF OF PIP VARIES --.:4 /UMITS OF' UllUTY EASEMENT V CONCRETE SLAB RIGHT OF' WAY UNE ___I- I FlNISHED GRADE BYPASS 4. VALVES SHALL BE CHAINED CLOSED. 5'0- MIN. L 5. THE ABOVE GROUND BYPASS UNE SHALL BE SIZED FOR RRE flOW REQUIREMENTS. 6. ALL RRE UNES SHALL ae: A MINIMUM Of' EIGHT (8) INCHES OR AS APPROVED BY THE RRE DEPT. 2'0- MIN. 7. THE ENllRE ASSEMBLY SHALL BE PAINTED SAFETY RED FOR RRE PROTECllON USES AND BLACK FOR ALL OTHER USES. 8. A GATE VAlVE SHALL BE INSTALLED AT THE ASSEMBLy'S CONNECllON POINT TO THE MAIN. POTABLE WATER MAIN FlANGED TEE (2 REQUIRED) 6- - 16- PIPE - 6- TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. 90' FlANGED BEND RODS ON D.I.P. RISER . o I b .- CONCRETE BLOCK OR BRICK AND MORTAR WAlL RWNG AT BOTH ENDS RESTRAINED JOINT DUCllLE IRON PIPE 2'O-M~ _ _ _ ~ NMiI lIJI.YM J1IY.uw NMI mYM :nIYJ.O.I METER &: STRAINER (SEE NOTES 9-10) POTAIU: WATER IilAlN POTAIU: WATER WAIN 20- AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. IIYft mYM J1IYJ.O.I DOUBLE CHECK OR REDUCED PRESSURE ZONE ASSEMBLY AS REQUIRED BY THE OTY 9. DUAL DOMESllC-RRE FLOW MASTER METERS SHALL BE THE COMPOUND TYPE. IIYft lIJI.YM J1IY.uw 12- SPOOL PIECE POTAIU: WATER IilAlN POTABLE WAtER WAIN CASCADE TYPE CASING SPACER POTAIIl.E WATER IWN POTAIU: WAlEIl IilAlN POTABLE WATER WAIN STEEL CASING PIPE CEO -, TO BYPA 10. DOMESllC WATER MASlER METERS SHALL BE EITHER COMPOUND OR INUNE TURBINE TYPE AS DETERMINED FROM THE PROPOSED USAGE AND AS APPROVED BY THE UllUllES DIRECTOR. O.S. &: Y. RESlUENT SEAT VALVES (5 REQUIRED) DUCllLE IRON PIPE 1/2- PREFORMED JOINT MATERIAL BEMEN PIPE AND CONCRETE SLAB 4- CONCRETE SLAB 'MTH NO. 6 x 6. WlO x WlO 'MRE MESH NOTES: 1. WHEN CONSTRUCllON IS WITHIN FOOT JURISOICllON, ADDIl10NAL REQUIREMENTS OF THE UllUTY ACCOMODA liON GUIDE SHAlL BE MET. 2. WHERE PRACllCAL, CASING SHAlL EXTEND 10 FEET BEYOND EDGE OF' PAVEMENT AND SHAlL NOT BE LESS THAN 6 FEET BEYOND EDGE Of' PAVEMENT IN ANY CASE. THE OTY MAY REQUIRE LONGER CASING FOR DEEPER BORES. 3. AS A CONDIl1ONAL ALTERNATE SPACER METHOD, FOUR-4 FOOT LONG, 4 INCH BY 4 INCH PRESSURE TREATED WOOD SKIDS. WHICH ARE NOTCHED FOR THE USE OF' ONE INCH WIDE STAINLESS STEB.. BANDS, HAVE A BEVElED LEADING EDGE, AND ARE PLACED 90 DEGREES TO EACH OTHER AROUND THE PIPES, MAY BE USED ON A CASE BY CASE BASIS AS SPEQFlCALL Y APPROVED IN WRIl1NG BY THE DIRECTOR. SlIPPAGE OF THE SKIDS WILL RESULT IN THE REQUIRED USE OF CASCADE TYPE CASING SPACERS. 90. MJ BEND (2 REQUIRED) -FROM MAIN TO SERVICE - NOTE; Standard Non-Detectable Warning Tape Water LIne Tape I. 3- Wide and Blue With Black Lettering Sewer Line Tape II 3- Wide and Green With Black Lettering Force Main Tape Is 3- Wide and Brown With Black Lettering THRUST COLlAR IN RODDED TO 90. BEND OR RESTRAINED TO VALVE AS REQUIRED BY THE OTY ADJUSTABLE PIPE SUPPORT STANDS THRUST COLlAR RODDED TO 90' BEND OR TOTALLY RESTRAINED AS REQUIRED BY THE OTY DUAL DOMES11C-FfE/R.OW DOMES11C WAlER MASlER t.ETER PrE DENTFlCAllON AN) WARNm TAPE BORm AND JACKNl DETAL SCHENKEL SHULTZ 000 ARCHITECTURE 000 200 east robinson street suite 300 orlando, fl 32801 voice 407-872-3322 fax 407-872-3303 schenkelshultz.com ALL IDEAS. DESIGNS, ARRANGEMENTS AND PlANS INDlCAlED OR REPRESENTED BYlHlS DRA'MNGARE DWNBl BY AND lHE PRllPERlYOFSCHENKEL & SlU.1Z ARCllTECTS AND WERE CREAlED, EVOLVED, ANI DEVB.OPED FOR USE ON NIl IN CONtl:CTlON 'M1H TIE SPEClRID PRO.ECT, NONE OF lHE 1lEAS.1lESl6NS. ARRANGEMENTS OR PLANS SHAll. BE USBl BY OR DlSQ.DSBl TO MY PERSON. filM, DR CORPORATKlN FOR MY PURPOSE WHATSOEVER WIlHOUT TIE 'NRITTEN PERr.lSSION OF salENICEL & SHllL 1Z ARCII1ECTS. WRITTtN DI\fENSIDNS ON TlESE DRA'MNGS SHALL HAIlE PRECEDENCE OIlER SCALE DIIENSIDNS. CDN1RACTORS SHAll. \/ERn AND lIE RESPONSIBlE FOR ALL DNENSlONS NIl CONDITIONS ON TIE JOB ANI TIIS llFRCE MUST lIE NDTFED OF ANYVARlA1IDN FROM lHE DIMENSIONS ANI CONDmONS SHOWN BYTlESE DRA'MNGS, SHOP DETAILS MUST lIE SlJlMTTBI TO lHlS OffICE FOR APPROVAl..IlEFORE PROCEIDING'M1H FABRICAllON, COfRlEN11A1.. COPVRIGHT 2001 SCIENCEl & SIllLTZ. WARNING: REPROOUCTlON HEREOF IS A CRNINAI.. OFFENSE \HlER 18 U.S.C. SEC, 506.lJIAl/lHORIZED DISl1.DSURE MAY CONS11lU1E1RAIlE SECRET MlSAPPRllPRIATKlN IN VIOlAllON OF I.C.24-2-31-1 ET. SEa. ANllmER LAWS. TIE IDEAS, ARRANGEMENTS ANI DESIGNS DISQ.DSBl HERSN MAYBE PATENTED OR lIE 1HE SUl.ECT OF PEMlING PATENT APPlJCA1IDN. PEe PROFES.IOIIAL ~ CON8CI.TAIITB, IfC. engIneer. planner. .urreyor. EoIa Park Centre 200 East Robinson Street Suite 1560 Orlando, florida 32801 Tel (407) 422-8062 Fax (407) 849-9401 pecOpeconllne.com Boord of Professional Engineer Certificate No. 3556 PEC PRo.ECT NUMBER: 55-002 (J~4Jt ~ MAY 2 2 1003 Elementary School 11111 Seminole County School Board Seminole County, Florida revisions: drawn: checked: date: J8J lOR 4I2MJ3 ~ comm. no.: UTlITY DETAILS iA '" ~.S: ;g~ ciSV\ 9" t~ #6 Bars QJ c::r t: 2-.? >-" '-" ~~~ ~V\ PLAN 3'-4" B L 5"5" '" SymmetrIcal About ~ " ,2f' '" " 2f 2f 4'-/" 2f 2'-0" '" " ;.., ;.., 8" 8" 8" '" BoCk Of Curb PLAN '" "' " . Q ~ \ 5fli11 ~':~: I H~r \r r Grate .' .- 211 C/. 1 Eye Boll ,,_ r, ~ See Index 201 '4J T #4 Bars ~ /2" efrs. B .J "' " ~ Q ";:: ~ ~~ Face Of Curb Concrete Support Post 5'-5" 4'-{" 5~1 111 r j 2" CI. r " t~;-.~ INLETS SLAB REINFORCING Grafe 13'-0" LA PLAN (INLET TYPE 2 SYMMETRICAL ABOUT f) #4 Bars CiI 12" efrs. SECTION TYPE C SECT/ON TYPE 0 Recommended Maximum Pipe Size: 3'-1" Wofl-24'1 Pipe 4'~/" Wall-J611 PIpe TO Be Paid Umlts Of Inlet Construction To Be Paid ~~~~"'.: '" ~~ · "'.. - ~--;f,!1 L': I . Gutter Gutter Trans. Trans. SECTION BB (INLET TYPE 2 SYMMETRICAL ABOUT {) Recommended Maximum Pipe SIze': 2'.0" Wall-/8" Pipe ]'-1" Wall-24" Pipe GENERAL NOTES The finished grade and slope of the inlet tops are to conform with the fl'nished cross slope and grade of the proposed sidewat. ond/or border. 2. When Inlets orf!! to be constructed on 0 curve, refer to the plans to determine the radius and, where necessary, modify the inlet details accordingly. Bend steel when necessary, 3, All steei in Inlet top shall have t!/ minimum cover unless otherwise shown, tnlet tops shatl be either cast-in'place or precast concrete. 4_ The roar wall porllon of iniet tops Types 1,2,3 & 4 fMY be constructed with bric.. Dowels to top slab required. 6. For supptemental details see Index No, 201. 5. Only round concrete support post wilt be occeptobie. 7, These lniets are to be used with Curb and Gutter Types E and F. Locate outside of pedestrain crosswalk where practiC<JI, 8, For structure bottoms see Index No, 200, 9, tnlet to be paid for under the contract unit price for tnlets I Curb) (Type _ ), Each. IN LETS ~fil' ~I 2'-4" I~ IfJ~..j ~"..j~I;' TYPE C Approx. Weight 235 Lbs. CAST IRON GRATE NOT PERI'ITTED ON INLET TYPE 0 4'_011 r--' Of~ Grate '~; I 21 - ,,! ~ Irirl~ tfr: See Note ~ No.4..... GRA TES ~L HALF SECT/ON CAST IRON GRATES 6'1 Concrete Or 8" Brick. 3'-611 IRON CAST DIMENSIONAL SECTION 4' 5'! I I ~!~l_o '::t l!! co TYPE D StralgM Bars 2"x r Reticuline Bars If .x i/ Bands 2"x~'! Approx. WeIght 190 Lbs. With Traversable Slols And On Inlets whe((~ Bicycle INLETS TYPES I AND 2 n ". ~ ~ 9/1 6" 7f IO{1 #6 Top Bars I: I~-IO~' ~#6 Bottom Bars 21(For 3'-6" Structure Bottom #7 Bottom Bars" 18 j"For 4' -0" Structure Bottom I :J ~., ~ t ~ l.I'lCQ :t!!? #6 Bars Untess ~Otherwlse Shown 6" 6" 9" 9" 3" f-'i6 Bars @ 9" Ctrs, ~l ]a TYPE C Stro,'gM Bars 2"x~" Reticullne Bars If xi" Bands 211)/~~ Approx. Weight 104 L/>s. NOTICE, Steel Grates Are Required On Inlets Traffic Is Anticipated, #4 Bars @ 8" efrs. Both Ways 3! -6" Diameter W DIMENSION & REINFORCING HALF SECTION TYPES A & E CURB (HALF SECTION AA) (TYPE E GUTTER SHOWN) STEEL GRA TES REINFORCING SECTION 3' -6" DIA. STRUCTURE BOTTOM (SECTION AA) TRANSVERSE SECTIONS FOR INLET TYPE I ctFB N.ET TYPE 1 FOOT HEX 210 DrTCH BOTTOM K.ET8 TYPE C + 0 FOOT HEX 232 D1I1ENSIONS AND QUANTITIES M 5f CONCRETE SLAB ICY) I;jj SODDING (SQ, YDS,) D X A B C E F G Single Doubte Triple Ouod. Single Doubt e Tripie Ouad, Single Double Triple Quod. ~ See General Note No, 3. N Pipe Pipe Pipe Pipe Pipe Pipe Plpe Pipe Pipe Pipe Pipe Pipe See Sheet 5 Of 6 For 3" Stab Quantities J';" 2"7 1,92 2,18' 4.10' 2.06' S' t,22 4.63 7.21 9.79 t2, /,/9 0,38 0.58 0.77 0.96 21 24 zr 30 IR" 2'-10' 1.97' 2.74' 4.71' 2,56' 6 1.41' 4,92 7.75' 10,58 t3.42 1.21' 0,44 0.65 0.& 1.09 22 25 28 31 24" 3'-5' 2,06 3.85 5.9i' 3.56 7' 1.73' 5.50' 8,92 12,33 15.75 t,25 0,54 0,83 1.12 i.42 24 28 32 35 " 4'-3' 2,15 4.95' 7.10' 4<;;;' 8 2,00 6.08 lO.33' 14.58 18.83 1,29 0,66 1.09 1.50 19t 26 3t 35 40 1:2 5'-1 ' 2,25' 6.08' 8,33' 5,56' 9 2.24 6,67' 11.75' 16.83' 21.92 1,33' 0.81 1.38 1.95 2.5t 28 34 39 45 " 6'.0" 2,34' 7, i 9.55' 6,56' 10' 2.45 7.25 13.25' t9,25' 25,25 1.38 0.97 1.70 2.45 3.19 30 31 43 SO Stope 4 " 6'-9 2.43' 8,33 10.76' 7.56 II' 2,65 7.83' 14,58' 21.33' 28.08' 1,42' /,/3 2,04 2,93 3.84 32 39 47 54 " 7'-8' 9,52' 9.44 tl.96 8,56 19 2,83 8.42 16,08 23.75 31.42 1,46 1.31 2,44 3.58 4.7? 34 42 51 59 8'-6" 2,62' to,56 13.18 9.56 14' 3.00 9.00 <<.SO' 26,00 34.50 t.SO' t,5t 2,89 4.28 <; 6R 36 45 <;5 64 66" 9'-2/1 2.7l' 11.68 14,39' to. 56 t5' 3,18' 9.58 18.75' 27,92' 37.08' 1,54' t.68 3,25 4Jld ii.43 38 48 58 68 7211 10 -0" 2,80 t2,80' 15,60 11.56 16 3.30 10.t6' 20.t6 30.16' 40.16' 1,58' t.89 3.74 5.59 7.45 40 5t 62 73 i<;" 21.7" 2.27' 4.09' ii. ~I>' 40 ' 8 1,:>:>' 4,63' 7,21' 9.79' 12,31' l.t9' 0,5r 0.87 1/5 1,44 :>3 26 29 32 IRI/ 2'-10 2,36' 5.12' 7.48' 5.03' 9' 1.41' 4,92' 7.75' to,58' t3.42 1,21 0.66 0,99 t.3t t,65 25 28 31 35 B E 24' 3 -5' 2,53' 7.18 t; 9.71' 7.03 t; II' 1.73' 5,50' 8.92' 12,33' t5.75 1,25 0.8 1.30 US 2.20 28 32 36 40 t; 6.42' t; 6,25' Dimenslons permitted 10 ollow use of 8' standard pipe lengths, ~(]" 4'- f" 2 70' 9.:>5' 11.95 9,03 13' 2.00 6,08 10.33' t4.58' t8.83 1.29' /,/0 1.74 2.39 3.IJ'i 3t 36 41 46 t:4 ,,;" 5'-1 2,87' 11,31'<0 l4.18' 11.03'0 t5' 2.24 6.67' 11.75' i6,83' 21,92 1.33' I. 2 2.21 308 3."" 34 40 46 <;2 o 10.40' Slope 49" 6'-0' 3,05' 13.J(' 16.42 13,03' 17' 2.45' 7.25' 13.25' t9.25' 25.25' t.38' t,58 2.76 3.91 5,09 38 44 51 58 0/0.10' Oimenslans permilted 10 allow use of 12' standard pipe lenglhs. 48'1 6 -9" 3.22' 15.43 18.65 15.03' 19' 2,65 7,83' 14.58' 21,33' 28.08' 1.42' t.85 3.30 4.73 6./1 41 48 56 63 60 Concrete slab shall be deepened to form bridge across crown of pipe. See section below. <;4" 7 -8" 3,39 /1.49 20.88 t7,03 21' 2.83 8,42 16.08' 23.75 31.42 1.46' 2.14 3.95 5,77 7.<;8 44 52 6t 69 ;;n" 8"6" 3.56' /9.55' 23.11' t9.03 23' 3,00' 9.00' /1.SO' 26,00' 34.50 I.SO' 2,45 4.66 6.Rr 9,07 47 56 66 75 66" 9'-2" 3.73' 21.62 25,35' 21,03 25' 3,t8' 9,58 18.75' 27.92' 37.08' 1.54 2,88 5,54 8.18 10,84 49 59 69 80 7~/1 10'.0 3.91 23,68 .59 23,03 27' 3.30' 10,16' 20.16 30.16 4O.t6 1,<;8 3.">4 6.61 9& I 1< <;? 63 74 Fi<; GENERAL NOTES I, Mitered end sections for pipe sizes 15",18" and 24" round or equivatent pipe arch or elliptical pipe ore permitted within the clear zone. When the slope intersection permits. the mitered end section may be located with the culVert opening os close os 8' beyond the outside edge of the shoulder. 1f ~I- Substituted Hex Nuts i 2 Req. ) 2. Stope and ditch transitions shall be used when the normal roadWay stope must be flattened to place end section outside clear zone, See detail left, J. The reinforced concrete slab shall be constructed for all slzes of cross drain pipe and cast in place with Class I concrete. Slabs shall be sf thick untess 3" thic.ness called for in ptans, F lot Washer ( I Req. ) 4. Concrele ptpe used tn the assembly of mtfered end sections shall be selective lenglhs to avatd excessive connections. 5, Corrugated metoi pipe galvanizing that is damaged during beveting and perforating for mitered end sectlon sholl be repaired. 6, That portion of corrugated metal pipe in direct contact with the concrete slab sholl be bltumlnous coated prior to ptocing of the concrete. 7. Unless otherwtse designated tn the plans, concrete pipe mitered end secftons may be used wilh any type of cross drain p'-pe; corrugated steel pipe mitered end sections may be used with any type of cross drain pipe except aluminum plpe: and, corrugated aluminum mitered end seclions may be used with any type of cross drain pipe except steel pipe. When bituminous coated metot pipe is speCified for cross drain pipe, mItered end sections shall be constructed with me pipe or concrete pipe, Anchors required for eMP only. Anchor. washer and nuts to be galvanized steel. 8. When the mitered end sectton pipe Is dissimtlar to the cross draln plpe. a concrete jacket shall be constructed In accordance wlth Standard Index 280, Bend anchor where required to center in concrete stab, Damaged surfaces to be repaired after bending. Anchars are to be spaced 0 distance equat to four (4) corrugations. Place the anchors in the outside crest of corrugation_ 9. When existing mulliple cross drain pipes are spooed other Ihan the dlmensions shown in this detall. or hove non-parallel axes, or have non -uniform sections. the mlfered end seclions wi/I be constructed either separately as slngle plpe mitered end sectlons or collectively os muitiple pipe end sections os directed by the Englneer; however. mitered end sections wlll be paid for each based on each independent pipe end. Fiat washers to be piaced on inside wall of pipe, Holes In the mitered end pipe are to be drilled or punchedr burning not permitted. /0. The cost of all piper s J, fasteners, reinforcing, connectors, anchors. concrete. seolants, jackets. and coupling bonds sholl be included in Ihe cost for the mitered end section, Sodding sholl be paid for separately under the contract unit price of Sodding, SY. ANCHOR DE TAIL II. Mitered end sections sholl be paid for under the controct unit price for IIltered End Section I CD), Each. bosed on eoch lndependent pIpe end, SOd~ ~ Beveted Or Round Corners in ~ I /' /'-:.s:p -===- - - /~ \ ,,"'- "-.y \ )/ I / ..... ~ ia -, ~ ~ 11. CD ...... Iii (W) ~ (W) o ~ o t ,..: o o 11. ~ o ,... 8 N o o UJ UJ ~ II) &:: ~ o o UJ UJ :i i1i Iii - .:J /",3L or Bell Length + 3{' Min. I 0) ~~ (!)::EQ.l ." ,. "2 ~"'" ." \ \ / >" 1/ /"-. 0--::~ PLAN SLOPE AND DITCH ~ "- C-, Length Of Tronsition 10 d NOTE, See General Note 2 TRANSITIONS TOP VIEW - SINGLE PIPE Bolt Diamffter 1'-6" 1,6'1' II, ,,<I- .,'<1- " '" '" ) '? _t.: '- t, I ~ 2'-0" TYPE F 'I }-,,, 7;; Std, 6" Min. * .1 C toss I Conc. Round Or Elliptical Main Line Pipe SCHENKEL SHUL T~ coo ARCHITECTURE 0 0 200 east robinson street suite 300 orlando, fl 32801 voice 407-872-3322 fax 407-872-3303 schenkelshultz.com * When used on high side of roodways, the cross slope of the gutter shalf match the cross slope of the adJacent pavement. The thickness of the lip shall be 6'1, unless otherwlse shown on plans. IZI Rotote entire section so Ihot gulter cross Slope matches siope of adjacenf circulating roadway pCNement. Max. Diameler= ~ Diameler Of Main Line Pipe (Or ~ Height Of Elliptical Main Line Pipe) Note: For use adjacenl to concrete or flexlble pavement. For detatls depicting usage adjacent to flexible pavement. see diagrom righl. Expansion joint. preformed joint filler and joint sed! ore required between curb & gutter and concrele pavement only. see diagram right. CONCRETE CURB AND GUTTER GENERAL NOTES I. Thes6' Inlets are suItable for bicycle and pedestrIan areas and ore to be wsed in ditches, medians and other Dreas subject to infrequent traffic loadings but are not /fa be placed In areas subject to any he-dVY wMelloods. 2. Inlets subject to mtnlmol d~brts should be constructed without slots. Where debris ls a problem inlets should be Gonstructrd wtth slots. Sloffed "n/~t5 located wr'fNn roadway cleor zones of}(} in areas occessib!e to pedestrians shall hove traversable slots. The trCNerSable slot modlfiC<1tion is not adaptab/~ to Inlet Type H. Slots may bre constructed at either or both ends as shown on plans. ~"Exp, Joint And Preformed Joint Filler For details depicting usage adjacent to flexible fXJvement. see diagram rigfJt. Concrete Pavement J. Steel grates are to be used on all inlets where bIcycle traffle is onfieipatlfJd. Steel grates are to be used on olf inlets w,'th traversable slots. Either acst j'mn or steuel grates moy ~ used on inlets without slots where btcyc/e traffle is nof onfictpated. Etfhelr cast ,'ron or steel grates fOOy be used on all inlets wlfh non-traversable slots. Subjeclifo the- selection d~scrlDed ot>ove. when Alternate G grate is speclfied in the plans. either tfhe steel grate. hot dlpped galvanized after fabricaf/on. or the cast iron grate may be used. unless the pfans sffpulatf! the parf/cular type. TYPE A Note: For use adjacent to concrete or flexlble pavement, concrete shown. Expanston joint, preformed Joint filler and joint seal are requlred between curbs and concrete pavement only. see d/agram right. CONCRETE CURB 4. Recommended maximum pipe sizes shown ore for cOflCrete pipe. Pipe siZe$ larger than those recomm~nd~d must be check.ed for fit. 6' ! ~~'," '"" Of Pavt, Edge PLAN .~[ ~ 5. All exposed corners and edqes of cuncrete are to be chamfered r. 6. Pavement to ~ used on inlets wtf/xJut s(ats and ,'ntefs with nan-rrCNersaM'e slats only when called for in the plans: but required on all traversable slot Inlets. Cost ta be Includ&d in contract unit price for inlets. Quantities shown are for ifJformrotlon only. L Of Pavt.----- PLAN Edge 7. Traversable slots constructed in existing tnlets shall be pald for as !'nlets ,portiol, OM shall include the cost for slot openIngs. pavlnq and any required repl(Jc~emen1 grates. 3' I Trans., I --- JI I" ~ ~ Exp, Joint And Preformed Jolnt Filter 0 o Applies to both hlgh and low sides af pavement, low side shown. 8. Sodd1'ng fo be used on all /nlets not located in paved areas aM f>Oid for umder' coflfracf unIt prIce for SoddIng, SY. TOp Of Curb ----.. I 3' 3' 1:':'1 Top Of cur~ Gulter PROFILE 9. For supplementary d~tons sefJ Index No. 201. Gutter ~ PROFILE FLARED END STRAIGHT END CURB AND GUTTER TYPES E & F CURB AND GUTTER ENDINGS EXPANSION JOINT BETWEEN GUTTER AND CONCRETE PAVEMENT Surface On Low Slde Of Pavement 10 Be r Above Lip Of Gulter. Surface On High Side To Be Flush With Lip Of Curb Or Curb & Guller, GENERAL NOTES I. For curb. gutter and wrb & gutter provide t ~ - {' conlraction joints at 10' centers (mox. ). Contraction jolnts adjacent to concrete pavement on tangents and flat curves are to match th~ pavement joints. with intermediate jo/nts not to exceed 10' centers. Curb, gutter and curb & gutter expansIon joints shall be located In accordance with Section 520 of the standard specificot ions. 2. Ends of Curbs Types B ond 0 sholl tronsition from full to ZerO heights in 3', !::. Applies to lxith high and tow sides of pavement, low side shown, Applies to shoulder gutter only where adjolning traffic lones. CURB AND GUTTER AND TYPE A CURB ADJACENT TO FLEXIBLE PAVEMENT TYPE A AN) F CUI) AN) GUTTER FOOT HEX 300 12 s.f. 16 s.f, Right Turn Arrow To Be Reversed PAYBENT ARROWS FOOT HEX 17346 GENERAL NOTES For traffic and pede-slrlan signol installation. refer to tndex No. /7721 through /7890. 2, For publiC sidewalk curb ramps, refer to Index No. 304. 3. For pavement marking and stgn installation, refer to Indexes 9535 through f7 356. 4. Crosswalk minimum widths: Intersection Crosswalk 6' Mid Bloc. Crosswal. 10' SIDEWALK PUBLiC SIDEWALK CURB RAMP 3'I,tIN ?; ~ I.--SEE NOTE., FOR IIIN1MUII WIDTHS--1 ~ ALL CROSSWALK IIARKtNGS ARE WHtTE CROSSWAU< FOOT HEX 17346 5' Refuge With Maximum Slope Of 0.02 Must Be Provided When Slopes Of 0.05 Or Flatter And 5' In Length Is Not Avalloble On Crosswalk, The Refuge Can Be Constructed At Any Location Wlthin The Crosswalk, Or, A 5' x 5' Concrete Londing With Moxlmum Slope Of 0,02 Can Be Constructed AdJocent To The Crosswai.. r== Cross Wol. (Concrete Sidewalk, 4")~ Roadway pavement~ ~ Slopes StKllI Intersect At Centerilne Of Median On The 0.02 Rate When The Edge Of Pavement Elevations Are Equal. The Slopes May tntersect Off The Centerline For Varioble Edge Of Pavement Elevations Or To Accommodate Other Construction In The Median, However, Slopes Sholl Not Be Steeper TtKln I , 12. f Travel DirectiO~ 6" yellOW Edge Line 4 x Boll Dia, 3L or Belt Length + 3{' Min. -\ J~"" ""'~" ","N, ~ot'les Dlo. Of Bolt + i,,~1L t~+ +j '>"-' ,..",~ f 2~\ {' Steel Bar I I See Detoll Right ) "IT :'/;'-.r:--Plpe Shell T (Varies) Tongue Length L 4 x Boll Dla, Not Less Thon 0 2' #4 Bar No Pipe Joint Permitted Unless A roved B The En ineer 5'Sod I~ J,fiten To { Pipe For Pipes /8" And Smaller. t:2 For Pipes 24" And Larger, i;2 Miten To . Pipe For Pipes 18" And Smaller, hi For Pipes 24" And Larger, *Slope, E Paid For As Plpe Culvert F (Pipe To Be Included Under Unlf Price For ""tered End Section J (0 SECT/ON All lxirs, bolts. nuts and washers ore to be galvanlzed sleel, Bolts dtometers sholf be f for 1511 to 3611 ptpe and f for 4211 to 72/1 pipe. Two connectors required per joint, located 60' right and left of bottom center of pipe. Bolt holes In pipe shell are 10 be dr/lied. CONCRETE PIPE CONNECTOR M I t:tt:D EN) SECTION FOOT HEX 272 2{' x {' Steel Bar 6" Yellow Ed.ge Line PAVEMENT MARKING FOR TRAFFIC SEPARA nON ( TRAFFIC FLOWS IN OPPOSING DIRECTIONS) POSTED (DIAY) SPEED LIMiT M,P,H. 30 OR LESS 35 40 45 50 OR MORE "Y" ft iO 20 20 30 40 Tactile surfaces Shall be constructed by texturing to 0 depth not exceedinq ~" by use of a tamp or rolter fabricated wtfh on imprinttng surface of elther I'! mesh ;( wtre cloth (plain weave. conventional crimp J #6 expanded metal (standard) or 3 lb. expanded metal Qrating. Transition Slopes are not to hove tactile surfaces. PAVEMENT MARKt<<lS FOOT HEX 17346 PUBLIC SIDEWALK ClIB IWIS FOOT HEX 304 Stub Pipe I" ~ 0 Hoop Cut And Bend PIpe Reinforcemen Cost of concrete and sleel to be included in contract unit price for pipe culvert. CONCRETE COLLAR FOR JOINING MAINLINE PIPE AND STUB PIPE AllIIlEAS. DESIGNS, ARRANGEMENTS AND PlANS INDlCAlED OR REPRESENTE BYTIlIS DRAWING ARE OWNID BY AND TIlE PRllPBI1Y OF SCIEM<E1. & SlU.Tl ARCIfTECTS AND WERE CREATED, EVOlVED, NIl DEYEUlPED FOR USE ON ANI CONNECTION WITH TIE SPEClAID PRO.ECT, NONE OF TIlE DEAS, DESIGNS, ARRANGEMENTS OR PLANS SHAll BE USED BY OR DISQ.DS8l TD ANY PEIlSIJl filM, 011 CORPDRATlON FOR ANY PURPOSE WHATSOEVER WITHOUT TIt: 'NRITl PERMISSION llF SCHENKEL & SHIUZ ARCIfTECTS. WRITTEN IIttlENSlDNS ON TlESE DRAWINGS SHAll HAVE PRECEDENCE D\I8l SCAlE IIttlENSlDNS. CDNTRACTOllS SHAll VERFY AND II: RESPONSIBI.E FOR All DNENSlONS NIl CONDl11ONS ON TIE JOB NIl TItS llFfICE MUST II: NOTFED llF ANYVARlA110 FROM TIlE Dlr.ENSIDNS NIl CDNDl110NS SHOWN BYTlESE DRAWINGS. SHOP DETAILS MUST II: SUBMITTEIl TD 1lfIS DFFlCE FOR APPROVAL BERlRE PROCEIDING WITH FABRICAlION. COfA)EN1IAL COPYRIGHT 2001 SCHEMCEL & SHULTZ. WARNING: REPRODUCTION IEREllF IS A CRNINAL OffENSE UNDER 11 U.S.C. SEC. 506. UNAlmtORIZBI D1Sa.OSURE MAYCONSlTTUTE1RAIIESECREl MlSAPPRDl'RtATlON IN VIOI.AlION OF I.C,24-2-31-1 fr. SED. NIl 011lER LAWS. TIE IDEAS, ARRANGEMENTS NIl DESIGNS DISQ.DS8l HERBN MAY II: PAlENT 01111: TIE SlIl.ECT OF PEMlING PAlENT APPLICATION. CONCRETE ca..L.AR FOOT HEX 280 PEe PROFBSIOIW. ~ COIfSULTAIITS, .. engineer. planner. .urveyor Eo/a Pork Centre 200 East RobInson Street SuIte 1560 Orlando, florida 32801 Tel (407) 422-8062 Fox (407) 849-9401 pecOpeconllne.com Boord of Professional Engineer Certificate No. 3~ PEC PRO.ECT NUMBER: 55-002 (}tq~ MA Y 2 2 ?"I'I~ Elementary School "1" Seminole County School Board Seminole County, Florida revisions: drawn: checked: date: .eJ K1R ~ ~ comm. no.: FOOT DETAILS l20V "'IRING DETAILS IN DRA"'ING IlRB eel IIS1 F1 nnnnnnnnnnnnnn.nnnnn m~~M~~~~~WU~~~~~V~~~ ~~I 12 H-O-A ~: P P P P P H [] P P S U U U U H I r U U I M M M M A G r M M L P P P P S H P P E * * * E r N * r L * * C 1 1 2 2 M L [] 1 2 E R A A [] [] A R N A T S S A U U U U I T T T L N T N T T A A A [] [] [] R R R R T T M H [] R N ~t1 II NIP TO SCADA TERMINAL BLOCKS 4PDT NOTE #1 PUMP CONTROL PANEL MUST PROVIDE 10 AMP BREAKER(120V AC)} NEUTRAL} AND GROUND FOR SCADA PANEL NOTE #2 PUMP CONTROL PANEL MUST LEAVE 21. X 21. SPACE FOR SCADA PANEL TO MOUNT NOTE #3 RELAYS NUMBERS ~ERE GENERATED ~ITH THE FOLLO~ING RELAYS. DPDT RELAY IS AAE} 3PDT RELAY IS AAE} 4PDT RELAY IS OMRON PU A II!:\. CURRY CONTROLS COMPANY ~ LAKELAND, FLORIDA ~}22/01 DRA'(:r,t~N, ~N, ~ONE TITlE-DESCRIPTD NE'" LIFT STATION "'IRING SCHEMATIC SCADA READY PUMP CONTROL PANEL PROJECT DRAVJNG NUMIIER CITY [F IJINTER SPRINGS, tL[]RlDA EJ~~-6 782-PHELPS 'L; IlL REVJSJIIN DATE N'PRDVED EDGE OF 6- STABILIZED BASE 1'---- " ./ I r- ~ OLo-- ~ I" --- '-- \ SANFORD - ~ --- --_ i -OVIEDO RO-;'D\---J -----__ \ ~, ------ i ---, EDGE OF ---_ CONCRETE - - - _ DRIVE. ---_ - , N 3826.67 - - -L.. E 5138.13 ---_ N 3841.19 ---- AI E 507246 ~ ---..: ') ~~ ~J ____ ~b -J( - ~ ------==-= " X~ -r--_ / -- / / PROVIDE (2) 10' WIDE X 6' HIGH BLACK VINYL COATED GATES WITH LOCK. KEY TO BE PROVIDED TO CITY OF WINTER SPRINGS FIRE AND POLlC DEP ARTMENTS. N 3782.34 E 5137.27 iiJ .., ~ ~ a.. 8 cD C') ~ C') 8 ~ o t en ~ co 8 N o o en en ~- II) c:: 8 f;j 8 en en ~ ~ ?- m - .:J , , N 3778.27 E 5102.51 CONTROL PANEL WITH SCADA SYSTEM PROVIDE 6' HIGH BLACK VINYL COATED FENCING WITH GATES AS NOTED. -w- -w CONTRACTOR TO PROVIDE 6- THICK #57 STONE INSIDE FENCED LIFT STATION AREA. -w- -w- -w- 51 TE PLAN GENERAL NOTES: 1. ALL EXPOSED "ETAL SHALL BE PRINTED WITH 2 COATS OF EXTERIOR ENA"EL PAINT. 2. WET WELL AND VALVE VAULT SHALL BE COATED WITH COAL TAR INSIDE AND OUT. (TWO COATS, 9 ..ILS EACH.) 3. BASE AND FIRST RISER UNIT TO BE CAST "ONOLlTHIC. 4. VALVE VAULT SHALL BE SIZED TO PER..IT EASY REMOVAL OF CHECK VALVE SPINDLES WITH ..INIMU.. CLEARANCES AS SHOWN FOR 610 DIA..ETER PIPE AND SMALLER. CLEARANCES SHALL INCREASE AS REQUIRED FOR LARGER PIPE SIZES. 5. VALVE VAULT SHALL HAVE SEALED FLOOR AND DRAIN. 6. ALL LOCATIONS WHERE PIPES ENTER OR LEAVE THE WET WELL OR VALVE VAULT SHALL BE MADE WATERTIGHT WITH WALL SLEEVE OR NON-SHRINK GROUT. 7. THERE SHALL BE NO VALVES OIR ELECTRICAL JUNCTION BOXES IN WET WELL. 8. WET WELL AND VALVE VAULT C:OVERS SHALL BE ALUMINUM WITH 316 S.S. HARDWARE AND LOCK BRACKET. SIZE AS REQUIRED BY PUMP MANUFACTURER AND APPROVED BY THE CITY. 9. FLEXIBLE COUPLING SHALL BE SLEEVE TYPE. 10. PUMPS SHALL BE: "IODEL: CP3102 DISCHARGE SIZE: 4 IN. PHASE: 3 IMP: 435MT VOLTAGE: 460 H.P.: 5.0 "ANUFACTURER: FLYGT "M. SPEED: 1700 RPM HZ.: 60 MIN. SOLID SIZE: 3 IN. "ANUFACTURER: FLYGT ..... SPEED: 1700 RPM HZ.: 60 "IN. SOLID SIZE: 3 IN. 11. OPERATING CONDITIONS SHALL BE 175.0 GP" AT 42.00 FEET TDH. 12.ALL HARDWARE IN WET WELL AIND VALVE BOX TO BE STAINLESS STEEL 13. PU"P PUWNG CABLE SIZE IS A 5/1610 STAINLESS STEEL CHAIN FOR EACH PU"P. MIODEL: CP3102 DISCHARGE SIZE: 4 IN. PHASE: 3 IMP: 435MT VOLTAGE: 460 H.P.: 5.0 SCHENKEL SHULTZ ODD ARCHITECTURE ODD 200 east robinson street suite 300 orlando, 11 32801 voice 407-872-3322 fax 407-872-3303 schenkelshultz.com ALL 1lEAS, DESIGNS, ARRANGEMENlS AND PlANS NlICAlED OR REPRESENTED BY THS DRAWING ARE OWNED BY AJ<<j THE PROPERTY OF SClBKEl & SHUlTZ ARCHITEClS AND WERE CREAlED. EVOlIlED, AMlIlE'f'ELOPED FOR USE ON AND IN CONNECTION WIIll TIE SPECIFIED PRG.ECT, NOM: OF THE 1lEAS, DESIGNS, ARRANGEMENlS OR PlANS SHAll BE USED BY OR DISClOSED TO Nrf PERSON, ARM, OR CORPORATION FOR Nrf PURPOSE WHATSOEVER WIIllOUT TIE WRITTEN PERMISSION OF SCHEflCEl & SIlUllZ AACIt1ECTS, WRITTEN DIMENSIONS ON TlESE DRAWINGS SHAll HAVE PRECEDENCE OVER SCAlE DIMENSIONS. CONTRACTORS SHAll VBlFY AJ<<j BE RESPONSlBlE FOR AllIllMENSlONS AJ<<j CDMllTlONS ON TIE JOB AND THIS OFFICE MUST BE N01lFED Of Nrf VARIATION FROM TIE IlMNSIONS AND CONlIITIONS SHOWN BY TIESE DRAWINGS. SHOP DETAl.S MUST BE SUIlMIT1ED TO TlIS OFFICE FOR APPROVAl BEFORE PROCEEDING WIIll FABRICATION. CONFIlENllAl COP'I'RIGHT 2001 SCHEM<El & SHUlTZ. WARNING: REPROOUCTION HEREOF IS A CRlMlNAlllfFENSE UNDER 18 U.S.C. SEC. 506, UNAUTHllRIlED IlISCI.OSmE MAY CONSTITUTE mADE SECRET MISAPPROPRIATION IN VIOlATION OF I.C.24-2-31-1 ET. SEa. AND OTHER LAWS. TIE 1lEAS, ARRANGEMEIfTS AND DESIGNS IlISClOSED HEREIN MAY BE PAlENTED OR BE TIE SUBJECT OF PENDING PAlENT APPlICATION. PROVIDE A 410 CAM LOCK ~ CAP A PEe CONCRETE BOX WITH SOLID ALUMINUM COVER TYPICAL VALVE PIT BY-PASS PUMP CONNECTION TOP VIEW PIIOFE8SIDIIAL ~ COIfSII.TAIITI, IfC. engIneers planners surveyors EoIa Pari< Centre 200 East Robinson Street Suite 1560 Orlando, Florida 32801 Tel (407) 422-8062 Fax (407) 849-9401 pecOpeconllne.com NOTES: 1. 1 ~ 2 ARE CHECK VALVES 2. 3. 4. ~ 5 ARE PLUG VALVES 3. VALVE BOX SHALL BE INSTALLED AND ADJUSTED AT GRADE AND SHALL HAVE CONCRETE COLLAR 1810 X 18" X 410 REBAR 4. "J JOINTS ARE TO BE RESTRAINED WITH GRIP RING OR MEG A LUG RESTRAINTS Board of Professional Engineer Certificate No. 3556 PEe PROJECT NUMBER: SS-002 BY-PASS PUMP CONNECTION SIDE VIEW "A" OC2 6ifj MAt 2 2 2003 =- Elementary School CONTROL PANEL WITH SCADA SYSTEM METER AND DISCONNECT WATER TIGHT EMERGENCY POWER RECEPTICLE. \ LIQUID LEVEL CONTROL CABLES TO BE IN ONE CONDUIT. PU"P POWER CABLES TO BE IN SEPARATE CONDUIT "1" SEALED PULL BOX ALU..INU.. ACCESS HATCH W/LOCKSET AND RECESSED HANDLE HOSE BIBB WITH APPROVED BACKFLOW PREVENTER '" --- N 3820.27 E 5178.11 \ \ \ \ \ I N 3780.12 E 5177.82 \ \ I \ I \ I I I I tt-- I I I I I I 410 D.I. VENT WITH ZURN VENT CAP ALUMINU.. ACCESS HATCH W/LOCKSET AND RECESSED HANDLE VALVE VAULT SEE LIFT STATION VALVE PIT ~ BYPASS DETAIL Seminole County School Board Seminole County, Florida 210 DIA. SCH 40 STAINLESS STEEL Pump Guide Ralls I HEAVY I DUTY STAINLESS I STEEL LIFTING I CHAIN ~OWER CABLE 2: PUMPS 12" "IN. . , ~" DUCTILE IRON \ ALL MJ JOINTS "UST BE RESTRAINED 2-'4 BARS GALVANIZED IRON 3" ROOR PRECAST CONCRETE FLOOR DRAIN JOSAM 38353-92. WITH 610 X 610 WW.. SLOPE OUTLET PIPE 1/210 PER FOOT. CONTRACTOR TO PROVIDE TIDAL-FLEX VALVE OR APPROVED EQUAL AUDIBLE ALARM 19.43 ~ Emergency High level S rt revisions: z o !!: ..... ..J i= o :;) Q I I I INFLOW ~ 19.84 I I I I I I I I I I INFLUENT PIPE (8" MIN. DIA.) I I I I I I I I I I I I I ..INI..UM 2' AUDIBLE ALARM 13.33 ~ Emergency Low Level S ut off drawn: checked: date: .eJ lOR .cn&If)3 ~ comm. no.: 1'-610 .. 10.80 LIT STADON DETAILS ~ 4L- e:- .~ ~~ ~ -2 '6-1210 O.C.E.W. . ao- 2 3/4 X 1110 ANCHOR BOLTS TO EXTEND 7" INTO BASE Precast Manufacturer to Provide Additional Concrete in Slab AS Required to Compensate for Bouyancy of Wet Well. Apply Coal Tar Epoxy to Interior of Wet Well ii3 .., ~ ~ 11. In "It .-..: C') N o a o ~ S; o ~ q ~ en o z ..J ('II o ~ C; ..J ('II 8 en ~, ! ~ o. o en en ~ lD - -".i I . - I - I SHEET L002 ~TCHLlNE - \~ \ WEST PROPERTY \\ \ A llON ALONG ROM ALL II ~ ~~~~NG NAll~R-:S~~D /PR~1~{[E~6sCAPE , ~~~m~ill~~A~~~~i~~$gR 4:\5~~~~~FAREA ~ @ 1 AR CE BY CON MATERIAL ElAllON. , ~~~r~~D~~~t~~:rJA:~~!!~~~~~:~~s AND tl ~L ~~~~5~N6Jb~N~S~ii' OBSERT~ gg~~~ATOR SO l~ AREA IS E!GUIDANCE \1 PROIIIDE AD'fi ARE MINIMIZED. I IP lHAT IMPAC 183 \\ t . . "\ '," ~ II \ '~J · \ \ : -~~'h9f ~~ ~..."'~ /~ 't<::l ---=::: ~.~. ").f(~' ~;::_~:::: ~. . . J--., \, _ ___ _ "", ~ ._ , .r---, ~ -1 ,,' . : .~ ~1 ,,~~. - _ a),;' - ~ ~~ ~ I~; /\ ~fl :~:: ~ Sl':;oN ,>;- b 1" ,,> ,I. {o .!".:.:. ~ :1::} .... , .~....:.: ~,. .. ... ... . ......~ , .". ~/:_~~~\ . ~\ ..1:\.: \ \ \ , ..... 1 9 '-" " - -....._- -....._- ----- ------ ---.....- ---..... - - - - - -JO.:l- _ _ _ __ ------ ----- 3HO___ 3HO___ ------ --.....- I ut::b.L : ------ == r,..-~-:...~ ----- ....- ( \ \ \ \ \ \ ) / / / ',-- - . GRAPHIC SCALE 25 50 50 ~ +-I ~ 50 FEET 1 INCH . 77) --1 /// -- // / ~ /// ./ /;::::.~/ / ~-U \ \ \,\ '., \'l ',~ ~ / \t-=-~ ' / \ / I'" 0 ~ I f I "'~ ~ / .\~) ~ I I ,/" , ; ) / ) / ) I . II I /'1/ / _..----}~}I ' / ~-/I / ( -~ / / ~ ~ ('- - l ' ~ ~~ - ,~, i,/" J ~,j -9l :.,/" ../~~ ---'----p....:..-~,------ ~~ / -- -- -- I -__ ____ _ - ------- ~-----/ 11: -- '-1 . . -:::::.. -: -:- ::::.. _. -:- _ /> _ .J / / / '" / ///, r- . . - _ / /4, l- / 2/- 7) ( r ~ 16*,' I I ,.... F _ ' I I I \ If( \ ~ ~ \( \ \ f~ '" "\ \ -1: .~~ 1) \ '- t?J - - -',>- - - - A} ~ _ _ _ - \' ) < ------ -- OUNDING BUILDING, RR , EACH SIDE AREA, 5 ALL OTHER b ALL SLOPES. MULCHED. -------- -------- -- - 32" 32" @ - .......- - - - - - ----- ---- ---.--- ---------------- I ----- - MINOLE TRAIL ~FUTUR~R~~~gSA~fA. SHOWN FOR J:.- AND ~JATION ONLY. ill INFORM ---- ------ ------ ------ ------ ---.--- ------ 100 --=1 I SCHENK,~~C ~~ ~~ ARCH ODD 200 east robinson street suite 300 orlando, fl 32801 voice 407-872-3322 fax 407-872-3303 schenkelshultz.com NlICAlED OR REPRESEIMD EMENTS NlD PlANS OF seem & SHULTZ AI.l.IlEAS, DESIG~AR= BY All} THE ~~ FOR USE ON NlD IN BY THIS DRAWING WERE CREATED, EVOlVED. NONE OF THE llEAS'Il!!.~risoN, ARCHITEC1S NlD THE SPEClFED PR().ECT. BY DR DISClOSED TO ...... N CONNEC11ON WITH PlANS SHALL BE USED WHATSOEVER wrrnour THE WRlTTE ARRANGEME~:11ON FOR MY~etmCTS. WRITTEN::::;:S ON =~OFSCH=':::-~DE~ s:e:IJlMENSlllNSAll} THESE DRAWINGS SHALL VERfY All} BE RE MUST BE NOTIFIED OF MY v~ COHTRACTlIRS THE JOB NlD THIS llFACE SHOWN BY TIESE DRAWINGS, CONIlIT1ONS ~ AND CONIJlT1ONS llFFlCE FOR APPRDV~~ENKEL & FROM THE BE SUlMmm TO ~ COPYRIGIfT OffENSE UNDER 18 IlETAl.S = WITH FAIlRICA11ON. tEREOF IS A CRNlNAL 1RAIlE SECRET PROCEE N1NG' REPRlIDUCTlllN OSURE MAY ~ ll1lER LAWS. SHllLTL WAR UNAuTHoRIZED IJlSa. 2-31-1 ET. sea..... PATENTED U.S.C. SEC. 506, IN VIOlAllON OF I.C.24- llISCLOSED HEREfj MAY BE MISAPPROPR:~EMEN1SNlD ~ APPUCA11ON. THE 1lEAS. CT OF PENDING PA OR BE THE SUBJE PEe COIfSaTANTS, ffC. .urveyor. ~ ~ planner. e n gin e e r, EoIa Park Centre Street 200 East Robinson Suite 1560 Orlando, Florida 32801 22 8062 Tel (407) 4 - 9401 Fax (407) 849- cOpeconllne.com pe Certificate No. 3556 Ional Engineer 002 Board of Professn rCT NUMBER: SS- PEC PR~ Jl -1 V--~ MAY 2 2 ?rn~ Elementary School "1" Seminole County School Board Seminole County, Florida ~ revisions: drawn: checked: date: comm. no.: CLV taR ~ mflI16 LANDSCAPE PLAN ...J ia .., ~ '2 a.. ~ ~ N o I i o f5 en o z ....I N o ~ ...... o ....I N 8 en ~ 1IO C - ~ 8 en- ~ ~ ,;j ----------------------------------------~---------------- -----y.,~--- _ x __- _-- X __ _ __ _ x __ - -- - X - ----- x - -- - - - x - \ - - - - ~ - - - -- - - - - - - - - - - - - - - -- - - . 50 GRAPHIC SCALE ~2550 1 IN I I CH = 50 FEET 100 I --- , x _ _ _ _ - - x __ - - - - -x r;;;-;:~ ~--- ---- ,\ , \ \\ ,\ ,>< I \\\ /..~.. r'. --~- -" / - , I //- x f I , I / I \\ . ~ / ( _k/-----J- ?de -=t-~ - --1 ,II r/ ~/ --- - -----\ ~'lt--/ \ \ ~\ ~ ~ "" ,II " 'II "- ,x "'- I' "- II I ,-----,------- \ ~ l \ ",~~~::: -- - ----~ ~ " ,I ~ " I \) ) \\ / / ~~ - ( / \\ --......... .J ( , \ (~~~) \\ \ ,~ " ' I \\ \ ~ , I I U----- , >< , I , I \\ , I , \ \\ , I I , I ~ --- ~I ~ ~, \, \\ \' ~ ~ \, \' ~ ~, \, \\ \' ~ ~ \, \' \ ~, \, \\ \' ~ ~ \, \' \~-_ I , -i \, I --.J\ ~ \\ ; \\ \ NOTE' \' I EXISTING NA llVE ~ .L ~g~ER1Y UNE M~;i~l1~N ALONG WEST ~ ~~~~~*{:!P~~~Od~~~\:~~~CTED \ \ ~~~MRiT OF p~~p~lE%O~'":&ACTOR t6~D 48 , DESIRABLJs..~~gA~O AVOID IM~~~~E T~AlERIAL l~ :fa!~~KS~tlil~~~E ~~~~1f~~C~PE I ~~~~1G~g~~~uc~~ :~~Aplfo~~~Ni'ig I IMPACTS ARE MINI~~Eg~NTRCATOR SO lHAT t, EXISTING lREE LINE \\ , TYP. \' ~ MATCHLlNE - L001 --.,~ .--" '. \ --- r- { ~ \ \ \ \ ~ \ \ '\ "" ~ '\ ~ '\ '\ \ \ ~) ( ~-/ " ~ "~~ ~~ ~ ) \ \\ \ \ \\ \ ~ ---~ ~ ~~ / \ \ ~ ' ~ ) ~ ~""~ "- J \ \ - ~/.,-",\ / \ ~., J' \~ /"'" :::.)" '\ " \ --~// "" ", \ "'- ,,' \ "'----- ~" ~ "'''' '\ II) \ ". \ I \ \ \ \ \\ \ I . \~\;-- \ . , \ \ \ J ----- \ / \ ) /' / '" '" ""\ " ,/ <( -... // "- "" "- ----/"" "- "" ~ "- " ......... ......... ......... -- " "--- . . ~ ......... ......... ......... ......... '-----~ " \ \ -- -- -- ---- -- -- FENCE/LIMITS OF WORK ~D TO BE APPLlE o SURROUNDI D WITHIN 20' SUR SIDEWALJ(;;~VERED PLAY AR~~JN~'NG BUILDING, EAS ARE TO BE AREAS, AND ALL S EACH SIDE SEEDED AND MULCHE~~PES" ALL OTHER ......... ",,/ - "" "- - ~~HENKELSHUL [J ARCHITECTUR T 200 east robinson street E C C suite 300 ort~ndo, fl 32801 vOIce 407-872-3322 fax 407-872-3303 schenkelshultz.com ALlIlEAS, DESIGNS Nt BY THIS DRAWING ME RANGEMENTS AND PlANS ARCHITECTS AND~ BY NIl TIE ~1ED DR REPRESEN CONNEC1lON WI1ll TIE :~1ED. EWlIlED. NIl uev: SClDKEL & SHUI ARRANGEMENTS DR FED PRll.ECT NlH DPED FOR USE DN I ::.; DR CORPORA~~ BE USED BY DR ~~. DESIGNS. TIESE~=~L&SIU.==~~": CDNTRACTDRS .......... HAVE PRECEDENCE ' WRITTEN IllMEIISIONS CONIlITION SHALl VERFY NIl BE DYER SCALE IltMEIISIOIIS 0 FROM S DN TIE JOB AND THIS RESPONSIBlE FOR ALL . TIE IllMENSIDNS AN OffiCE MUST BE NOll IllMENSlllNS A IlETALS MUST BE SUIIM D CONIllTKlNS SHOWN FED llF ANYVAlUA' PR~G WI1ll F mID TO THIS OFRCE FOR BY THESE 1lRAWN>S SIll SHII.1Z. WARNING' AllRlCAllON. CONFIIENllAl APPRDVN. BEFORE . U.S.C. SEC. 506. ~ IBlEDFIS AC::GKT2001 SCHENKE ~IATION IN VllllATIONIlISCLlISIIlE MAY~ UNIlEI 1lEAS, NlRANGEMENTS DF I.C.24-2-31-1 ET SE 1RAIlE SEC! DR BE TIE SUBJECT DF AND DESIGNS 1lISCllISE' Q. AND DTIBlLAV PENDING PATENT APPUCA~ IBlEIN MAYBE PATI PEe PROFE8SIOIML EM-=adIG en 9 In e e ,. , C08IaTAIITI p anne,s ' EoIa Park · U , v e Y I 200 E Centre aat Robinson Str Suite 1560 eet Orlando, florida 32801 ~el (407) 422-8062 ax (407) 849-9401 pecOpeconllne.com Board of Professional En I PEC PROJECT ~~: ~Iflcate No, J ER. 55-002 lD~ MAY 2 2 ?nn~ Elementary School lip' Seminole County S~hool Board Semmole County, Florida revisions: drawn: checked: date: comm. no.: CLV K1Jt .v.lSIf)3 I1l2a6 LANDSCAPE PLAN SCHENKEL SHULTZ ODD ARCHITECTURE ODD 200 east robinson street suite 300 orlando, fl32801 voice 407-872-3322 fax 407-872-3303 schenkelshultz.com NOTE: 1. lliE CONlRACTOR SHAll. MAKE EVERY EFFORT TO PROTECT All. EXIS11NG 1REES TO BE PRESERVED DURING SITE PREPARA110N AND CONS1RUC1ION. IT SHAll. BE UNLAW'UL TO PLACE MAlERtAL, MACHINERY, OR SOIL TO DISPERSE UQUID lliAT MAY CAUSE IN.AJRY; OR TO ALLOW VEHIa.ES WllHlN SIX FEET (e') OR WlllilN DRIP UNE OF' ANY TREE. MAlERtALS, WIRES. SIGNS, OR NAILS SHALL NOT BE ATTACHm TO ANY TREE UNLESS SUCH MA lERtALS ARE NEEDED TO PRESERVE lliE TREE. 2. TREES WlllilN DESIGNATED TREE PR01EClION AREAS SHAll. BE MARKED AND PHYSICALLY PROTECTED FROM PARKING. STORAGE OF' MAlERtALS AND SECONDARY UlIUTY UNE LOCAlIONS. 3. PRIOR TO CONSTRUCllON OR DURING SITE PREPARAlION, SUITABLE BARRICADING SHAll. BE ERECTED AND MAlNTAlNm AROUND All. 1REES TO BE PRESERVED. SEE DETAIl AU. 1REES TO BE PRESERVED SHALL BE IDENlIFIED ON-Sl1E BE HARMLESS MARKING OR BANDING. 4. UPRIGHTS - 4-X4. LUMBER ON 8 FOOT (8'~ MINIMUM CENTERS. 5. HORIZONTALS - lliE EQUIVALENT OF' ONE 1) COURSE OF' 2-X4- LUMBER. e. BARRIERS TO REMAIN IN PLACE UNlIL ALL AVlNG CONSTRUClION AND HEAVY EQUIPMENT ARE OUT OF' AREA. 7. All. 1REES TO BE PRESERVED SHAll. HAVE lliElR NAlURAL SOIL LEVEL MAlNTAlNm. ALL EFFORTS SHAU. BE MADE lHROUGH lliE GRADING AND DRAINAGE PLAN TO MAINTAIN lHE NA1\JRAL DRAINAGE TO SUCH TREES. 8. ANY TREE lHAT MAY NEED 10 BE MOVED FOR ANY REASON DURING lHE CONSTRUClION PROCESS SHAU.. ONLY BE RELOCATED ONLY UNDER lHE D1REClION AND WRITTEN APPROVAL OF' lHE LANDSCAPE ARCHITECT. CONTROL JOINlS, TYP. 4' WIDE CONau:1E SIDEWALK ~ SLOPE TO DRAIN TO OUTSIDE (2X MAX) 1/2" SANDfl'ORTAR MIX JOINTS a 1tr X 3 1/2. X 3. SALVAGED BRICK 1" MORTAR BED All IDEAS. DESIGNS. ARRANGEMENTS AND PlANS INDlCAlED m REPRESENTBl BYlHlS DRAWING ARE OWNm BY AND lHE PROPERlY Of SCIEM<El. & SlU.1Z ARCIlTECTS AND WERE CREAlED, EVOlVED, AND DEVELOPBl Fm USE lIIIl AND IN CONNECTION WI1H TIE SPEQAm PRO.ECT, MJM: Of lHE 1lEAS.IlESlGNS, ARRANGEMENTS m PlANS SHAll BE USED BY m DISWlSBl TO ANY PERSON. filM, OR COAPORA11ON RIA ANY PURPOSE WlfATSOEVER WI1HOUTTIE WIlITTEN PERMISSION Of satENKEl & SHlA.1Z ARCIlTECTS. WRITTEN OIMENS1ONS lIIIl TlESE DRAWINGS SHAll HAVE PRECEDENCE OVER SCALE DIMENS1ONS. CONTRACTORS SHAll VERFY AND BE RESPONSIllE RlR All DIMENSllllllS AMl CllNDmlllllS lIIIl TIE JIll AND TItS lmCE MUST IE NaTFED Of ANY VNlIA1llIIIl FROM lHE DIMENSIONS AND CONDmlllllS SHOWN BYTlESE DRAWINGS. SHOP DETAILS MUST IE SUINTTID TO lHlS OFFICE RIA APPROVAlIlEFORE PROCE8lING WI1H FAIIRICAlKlN. CONFIDENTIAl COP'1RIGHT 2001 SCIDICEl & SIlIL1Z. WARNING: REPROIlUCTION 1ERE0f IS A CRIMINAL OffENSE UNlBl18 U.S.C. SEC. 506. UNAI11HmlZED DISa.OSURE MAY CONS1I1\11ETRAIlE SECRET MISAPPROPRIA11ON IN VIOlAnllN Of I.C.24-2~1-1 ET. SED. AND O1l6ILAWS. TIE IDEAS, ARRANGEMENTS AND DESIGNS DISa.OS8J HERBN MAY IE PA1EN1Bl OR IE TIE SUB.ECT OF PEMlING PAlENT APPUCA1llIIIl. ~ ,,/ ~ "--- ~ ---/ / ~ I V- EDGE OF' DRlPUNE I TYP. I 8' MIN.I I 5' SIDEWALK Y DlA. CONCRETE FLAG POLE BASE VI1lli 1/2- EXPANSION JOINT SEE SHEET AOOS FOR DETAIL BRICKS SALVAGED FROM EXISlING ONSlTE BRICK PAVED LANE AND a.EANm OF' EXISlING MORTAR, ARRANGED IN RADIAL PATlERN FROM CENTER CONCRETE FLAG POLE BASE. IIICK PAVERS ON MORTAR (BID AL TERNA TE) NOT TO SCALE NOT TO SCALE PLANT LIST SYM. QTY. ABBR. SCIENTIFIC/COMMON NAME SPECIFICA TlONS TREES 0 2 LJ L1GUSTRUM JAPONICUM g' HT. X g' SP. MIN., B&B WAX PRIVET MUL TI- TRUNK, FULL & 41 IA ILEX X ATTENUATA "EAST PALATKA" 8' HT., 2" CAL. 15 GAL. EAST PALATKA HOLLY CONTAINER GROWN * 31 QL QUERCUS LAURIFOLlA 14'-16' HT. X 6'-7' SP. MIN. LAUREL OAK 3 1/2" - 4" CAL., 65 GAL., FULL ~ 40 QV QUERCUS VIRGINIANA 14'-16' HT. X 6'-7' SP. MIN. LIVE OAK 3 1/2" - 4" CAL., 65 GAL., FULL 0 7 UA ULMUS ALATA 14'-16' HT. X 6'-7' SP. MIN. WINGED ELM 3 1/2" - 4" CAL., 65 GAL., FULL * 24 SP SABAL PALMETTO 10'-18' CT., HEIGHTS PER PLAN CABBAGE PALM CLEAN, STRAIGHT TRUNKS * 12 WR WASHINGTONIA ROBUSTA 10'-18' CT., HEIGHTS PER PLAN WASHINGTON PALM CLEAN, STRAIGHT TRUNKS PEe 4' WIDE CONCRETE SIDEWALK R-14.30' 4' WIDE CONCRElE SIDEWALK ~ SLOPE TO DRAIN TO OUTSIDE (2X MAX) 1/'2' SANDfl'ORTAR MIX JOINTS a 1/2- X 3 1/'2' X ~ SALVAGED BRICK MAX. 1" lIMESTONE SCREENING I'ROIUIIOIIAL SIJII-_A. COIf8II. TAIIT8, rc. .ngln..r. p/ann.r. .urv.yor. EoIa Pari< Centre 200 East Robinson Street Suite 1560 Orlando, florida 32801 Tel (407) 422-8062 Fax (407) 849-9401 pecOpeconllne.com SLOPE 0 2X MAX. FROM CENTER OF' ORa.E Board of Professional Engineer Certificate No. 3556 PEC PRo.ECT NUMBER: 55-002 NOT TO SCALE \V- I ~ NOT TO SCALE MAY 2 2 2003 g aF 1HREE IlRNIlI aF "NBlRTAPl" PER 'lIU (MIl 2-1 CALJIER, ATTAat 10 'It' x ." x ~ STAICE OR DUaCIIl. AIlc:HClIt 120 faN 5'T_ AT ....It TRIM ONE ROW OF FRONDS FROM AROUND BUD lRIM 2/3RDS OF FRONDS AT llME OF DIGGING SHRUBS e 176 MC MYRICA CERIFERA 36" HT., FULL 3 GAL. WAX MYRTLE 3' O.C. 102 IVS ILEX VOMITORIA 'SCHELLlNGS' 12" - 18" HT. X 15" - 18" SP. SCHELLlNGS HOLLY 3 GAL., 3' O.C. 224 IP ILLlCUM PARVlFLORUM 30" HT., FU LL 3 GAL. YELLOW ANISE 3' O.C. 1M! IIW1. II!M 1Itt: IMIE 1IEI.A'IIClN 10 FlIBl llRAIlE M IT HAD 10 PRE\'IOUS ElGSllNO lIWlE. r 'INN IIWlCHES NIl FllUME BY 113 RETAlNIlO NORMAL 1llEE IIW'E AS IlElIUIlED Fat ftl:lPlC VARETY AT 1HE 1lIlE aF Pl.M1lNG. .-.AD ..wit elJT II'AIWD e or X 4. X 38- P.T. STAKE NAIL TO BRACE GROUNDCOVER . . 265 JP JUNIPERUS CHINENSIS 'PARSONII' PARSON'S JUNIPER L1RIOPE MUSCARI 'EVERGREEN GIANT' GIANT BORDER GRASS 15" - 18" SP. X 8" - 12" HT. FULL, 1 GAL., 24" O.C. Elementary School or X 4" P.T. BLOCKING SEaJRE TO lRUNK WllH 2 51m. BANDS e Fat 1llED .. 10 2-1/'1l' CAL INln:rI; 'It"IJrJII P. T. waco STMEI wI I I1IWII aF "NBlRTAPl" PER stl P'AS1DI!D 10 1M! PER IWIUP'. 1PECll'ICAnatS. IllIVE STMEI AT AN ANGLE NIl 1IGH1!Il 10 fI!IlIIDlIlIQII OR AS NlCESSARY Fat FRI SlI'PDln'. "NBlRTAPl" A1IOIP 'lIU GU'IIlO TAPE. MANUf'. BY. IIEJ'1CO. INC.; ~ ~y co. (11,J).. iPiiifiCA~AIL PER iINftlP'ACT. FORM 'It' x ." x .. STAICE .... PI.AI:E r .... FRllII EDGE aF Pl.Nf1ING PIT. NOTal STAICE 10 HOlD TAPE SEXlURE .... Pl.Nf1ING IIll WAlER .. TNII' 10 IlBIOII: NIt POCICE'1S !i I lRUNKS TO BE NAlURAL BURN IotARKS ARE TO BE WIRE-BRUSHED 3 - or X 4" P.T. BRACES 120 APART, NAR. TO BLOCKING or X 4- P.T. BRACE, NAIL TO BLOCKING, DO NOT NAIL 10 lRUNK PI.AI:E lI"Il. X I"l>>- ADS PH NIDUIlD IlASE aF _ 10 PR01D:T MNIf!lr ClI1I FRllII IIAIN1DlANCE ElM'. 1028 LEG 4 - 5 PPP MIN., FULL 1 GAL., 24" O.C. "1" r FNSH GRADE SOD TBD SF. PASPALUM NOTA TUM 'ARGENTINE' ARGENTINE BAHIA SOD SOLID, FREE OF WEEDS, PESTS AND DISEASES; QTY. AS REQUIRED TRt:t: PI..ANTWQ, STAKm AN:) PRlY<<) No T.5. PALMATE PALM PI...AN1'NQ + ST AKNQ DEl AL N.TS. NOm PALMS Wl1H lDS THAN 1. n. OF a.EAR 1RUNK MAY NOT REQUIRE STAIONC UNILESS SllE CONDlllONS WARRANT OlHERYl1SE -- INSTALL PLANTS MIN. 18" FROM EDGE OF BEDUNE TO EDGE OF PLANT. MIULCH NOTE: CENTER TO CENTER SPAClNO (0.0.) VARIES FOR DIFFERENT PLANT SPEQES. SPACE EACH VARlElY OF PLANT EQUALLY IN PlANllNG AREAS. LANDSCAPE NOTES Seminole County School Board Seminole County, Florida FINISH GRADE 10 BE ~ BELOW LEVEL OF' SIDEWALK FOR AREAS RECEIVING MULCH AND 2- BELOW FOR AREAS RECEI\1NG SOD MAINTAIN A 'L MlN SETBACK FROM BUILDING FACE. INCREASE AS NECESSARY 10 All.OW FOR SPECIES GROWIH " MAINTENANCE ACCESS 10 WALL SLOPE BED OR PLANTER SOIL AT 1/4- PER FOOT FROM BUII..DWO TO WALK. DO NOT RAISE SOIL LEVEL AGAINST BUILDING OYER 4- WllliOUT APPROVAL OF' lliE LANDSCAPE ARCHITECT ... IIW1. HA'IE 1Itt: SMlE RElA'IIClN 10 FNSH GRADE AS IT HAD 10 PREWlUS ElGS'llNC GRADE. 1. ALL PLANT MATERIAL SHALL BE FLORIDA GRADE NO.1 OR BETTER PER "GRADES AND STANDARDS FOR NURSERY PLANTS, PART I & II", FLORIDA DEPARTMENT OF AGRICULTURE. 2. INSTALLATION OF LANDSCAPE MUST BE COORDINATED WITH OTHER SUBCONTRACTORS. THE LANDSCAPE CONTRACTOR WILL BE RESPONSIBLE FOR LOCATING UNDERGROUND UTILITIES PRIOR TO EXCAVATION WORK (CALL CANDY 1-800-282-8881). 3. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IF ANY CONFLICTS ARISE BETWEEN THE PROPOSED DESIGN AND EXISTING CONDITIONS ON-SITE. 4. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO AWARD OF CONTRACT OF ANY ON-SITE CONDITIONS THAT WOULD HINDER THE NORMAL, HEALTHY GROWTH OF PLANT SPECIES PROPOSED ON THESE PLANS. 5. THE LANDSCAPE ARCHITECT MAY BE CONTACTED FOR ASSISTANCE IN LAYOUT OF PLANT MATERIAL, IF NEEDED. ALL QUESTIONS REGARDING PLANT PLACEMENT MUST BE RESOLVED PRIOR TO COMMENCEMENT OF INSTALLATION. 6. NO SUBSTITUTIONS WILL BE ACCEPTED WITHOUT WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT. CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT PROOF OF NON-AVAILABILITY AND A PROPOSAL FOR THE USE OF EQUIVALENT MATERIAL. 7. PLANT MATERIAL QUANTITIES SHOWN ON THESE PLANS ARE SUPPLIED AS AN AID TO THE CONTRACTOR FOR BIDDING PURPOSES. FINAL QUANTITY TAKEOFFS ARE THE RESPONSIBILITY OF THE CONTRACTOR. NOTIFY THE LANDSCAPE ARCHITECT IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING. 8. PLANT SPECIFICATIONS OF HEIGHT, SPREAD AND CONTAINER SIZE SHOWN ON THE PLANS ARE MINIMUM ACCEPTABLE SIZES. ALL INSTALLED MATERIAL SHALL MEET OR EXCEED THE GIVEN SPECIFICATIONS. 9. REQUIRED TREES AND BUFFERS MUST BE INSTALLED IN ACCORDANCE WITH THE CITY OF WINTER SPRINGS LAND DEVELOPMENT CODE. 10. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ROUGH GRADING THE SITE TO WITHIN +/- 0.10 FT. OF GRADES SHOWN ON THESE PLANS. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FINISH GRADES IN ALL LANDSCAPE AREAS. 11. PLANTING BEDS SHALL BE TREATED WITH A USEPA APPROVED PRE-EMERGENT HERBICIDE PRIOR TO INSTALLATION OF PLANT MATERIAL. CONTRACTOR SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS FOR APPLICATION RATES, ETC.. 12. PLANTING BEDS LOCATED AROUND BUILDINGS SHALL BE FINISHED WITH A 3" LAYER OF CYPRESS MULCH. ALL OTHER PLANTING BEDS SHALL BE FINISHED WITH A 3" LAYER OF PINE BARK MULCH. 13. PLANTING PITS SHALL BE AMENDED AND BACKFILLED WITH A MIXTURE OF ONE PART GOOD QUALITY PEAT AND ONE PART NATIVE SOIL. CONTRACTOR SHALL ALSO PLACE AN APPROPRIATE QUANTITY OF "AGRIFORM" SLOW RELEASE FERTILIZED TABLETS INTO EACH PLANT PIT. SEE TABLE THIS PAGE FOR APPLICATION RATES. 14. THE CONTRACTOR IS RESPONSIBLE FOR APPROPRIATE WATERING AND MAINTENANCE OF ALL PLANT MATERIAL DURING THE INSTALLATION PHASE. 15. FREESTANDING TREES IN AREAS PROPOSED TO BE SODDED SHALL BE SURROUNDED WITH A 3 FT. RADIUS MULCHED BED. TREES THAT ARE CLOSER THAN TEN FEET APART SHALL BE SURROUNDED BY A CONTIGUOUS MULCH BED. 16. THE CONTRACTOR SHALL WARRANTY ALL WORKMANSHIP AND MATERIALS. TREES SHALL BE WARRANTEED FOR ONE YEAR, SHRUBS AND GROUNDCOVER SHALL BE WARRANTEED FOR SIX MONTHS. 17. ANY OFF-SITE AREAS DISTURBED BY CONSTRUCTION AND NOT SPECIFICALLY ADDRESSED ON THESE PLANS SHALL BE SEEDED AND MULCHED WITH EITHER A RYE/MILLET MIX OR BAHIA DEPENDING ON THE TIME OF YEAR CONSTRUCTION OCCURS. 18. ALL LANDSCAPE AREAS SHALL BE IRRIGATED BY AN AUTOMA TIC IRRIGATION SYSTEM WHICH SHALL PROVIDE 100% COVERAGE OF ALL AREAS. IRRIGATION SYSTEM SHALL INCLUDE A MOISTURE SENSOR/RAIN SHUT-OFF DEVICE. METER SIZE TO BE DETERMINED BY IRRIGATION DESIGNER. 19. AREAS DISTURBED BY CONSTRUCTION WITHIN THE PROPERTY LINE NOT SPECIFICALLY ADDRESSED ON THIS PLAN SHALL BE SODDED WITH BAHIA SOD IF SLOPING OR SHALL SEEDED AND MULCHED IF LEVEL. F.F.E. TO FIN. GRADE OR AS SPEQFlED ON GRADING PLANS F.F.E. SHRUBS IHJ CO~ ADJACENT 10 CUR\a> EDGES SHALL BE PLANlED IN ROWS PARALI.EI.. TO THE BEDUNE YDlSTANCE BElYiEEN PLANT MATERIAL TYPES SHOULD BE 1HE GREATER OF 1HE 1WO SPAaNO DISTANCES (SEE PLANT UST) ,MIN. 18" FROM BACK OF CURB~DEWALK ----1 TO EDGE OF PLANT (24" If AO.JACENT TO PARKING SPACES w/o CURB STOPS) revisions: TOPSOIL REMOVE DEBRIS AND BASE MA lERtALS FROM PLANTER APE.A 10 NA 1I11E SOIL BACKFIll. W/TOPSOIL PER SPEOFlCAllONS. SHRUBS AND CROUNOCO\IER ADJACENT TO S1RAICHT EDGES SHALL BE PLANlED IN lRIANGULAR SPACING WllH ROWS PARALI.EI.. TO lHE STRAIGHT EDGE. PLANTI<<i BED DETAL N.T.S. SHRUB LAYOUT DETAIL AU. PI.AN1INQS SHALL BE FER1IJZED WllH AGRIf'ORM 20-10-15 PLAN1INO TABLETS AT 1HE 11ME OF INSTAW1ION NflJ PRIOR TO COMPl.E1lON OF BACl<flU.ING. AORIFORM PLANllNO TABLETS SHALL BE PLACED UNIFDRMILY AROUND 1HE ROOT MASS AT 1HE DEP1H lHAT IS BETWEEN 1HE MIDDLE IHJ 1HE BOTTOM OF lHE ROOT MASS. 21 GRAM TABLET 10 GRAM TABLET 5 GRAM TABLET E.L ROO1ED SMALL LINERS CROUNDC:CM:RS OR PERENNIALS 1T02 1 TABLETS TABLET drawn: checked: date: comm, no.: CLv KTR ~ ~ ii3 .., ~ ~ 11. ..,. N as ('I) ~ ('I) o o ~ o t ~ o D- o en o 3 ('I) 9 N 8 en en ~- g) c: ~ o 0- en en ~ i1i I- !!! -; AePUCA l10N RA lES 1 GALLON CAN 3 GAWlN CAN 5 GAWlN CAN 7 GAWlN CAN LAROE 1REES OR MATURE PLANTS PLANTS PLANTS PLANTS B " B 1REES PALMS 1 TABLET 2 TABLETS 3 TABLETS 4 TABLETS 1REES: 10 5 TABLETS/l:A. TABLETS 1/'Z' OF CAUPER PER P~ SHRUBS: 1 TABLET FOR EA. l' OF HEIGHT lEE FDnaaA'IIClN 1lETM. Fat fBt1IJlZA1lON REllUIRDIEM1S ~ 'INN IIWlCHES AND FOlJAIlE BY RETAINING NORMAL stRUB SHAPE AS REQUIlEII RIll ftl:lPlC VARETY AT lIE aF Pl.M1lNG. llIUIlII CUT AIL END 'IPS. _ I1IT ~ 11'....n&'D LANDSCAPE DETAILS AGRIf'ORM 20-10-5 PLANllNO TABLETS AS MANUfAClURED BY: SIERRA atEMlCAL COMPANY 1001 'VOSDI1E ORNE MI.PITAS. CA lI5035 11Im. L.ANDSCAPE ARCHI1ECT MAY MAKE A RANDOM SAWPUNG OF PLANT PITS TO DE1ERMINE lHE UNIFORMITY OF APPUCAnON. FORM SMICEIl AS NElDSAItY FINISH llRAIlE N.T.S. FBmJZA110N - TFEEB. ..... + . R8 PLNfTIG . I I I I I I I 2'ILEE\1! I I ~ GRAPHIC SCALE 25 50 5~ II ~ 50 FEET 1 INCH - ~ o \\ \\ ~ ~\ ~\ \~ \\ ~ - --1 - '...........- ./ \' -- / ( \ ~ / \ \ \ \ ) \ ) / / / 100 I SHULTZ SCHENKEL U REo 0 0 ARCHITECT 000 . n street 200 east roblnso suite 300 orlando, fl 328~1322 voice 407-87 - fax 407-872-3303 schenkelshultz.com lED OR REPRESENTED AND PlANS NlICA SCHENKEl & SHULTZ DESIGNS ARRANGE~ M PROPERTY OF FOR USE ON AND IN ALlIlEAS. , E OWNED BY ...... AM) IlE1IELDPED BY~::RECREA1ED'~~'NOfI:OF1H~~~, =-::0","=''::'":::..:::.-:::::.,:",, ARRANGENE CORPORAllON fOR ANY ARCIIIECTS, WRITTEN NSlONS ARM, OR OF SCHENKEL & SlU.1ZCEDENCE D\'ER SCALE DIllE MENSloNs AM) PERMISSION HAVE PRE BLE FOR All III JION MSE DRA~fY AND BE RE~ BE NDllFED OF ANYV^':w CONTRACTORS M JOB AND THIS DFFlCE ~ BYllESE DRA~. COtIlITlDNS ON AND CONDlTIONS FOR APPROVAl BEfOR EIlKEL & FROM M ~mm TO TIIS ~COPYRIGm 2001 SCHUNllER 18 DETALS MUST ~ FABRlCAllON, CO::OF IS A CRNINAl 0IfE~ SECRET PR~ARNING: RE~OSURE MAY~OTIBll.AWS. ~~. SEC. 506, ~OFl.c.2.c-~D S:EIN MAYBE PATENTED MISAPPROPR:~EMENTSAND DE~~11ON. M 1lEAS. CT OF PENDING PATE OR BE TIE SUBJE ia .., >. lD ~ Q. :0 o ~ o M o ~ ~ o ~ ~ c:: o .. ~ ~ :E II c:: ~ 8. en ~ ~ .:..i CHLlNE - L005 MAT - - ..~ - - - >rDIItP TUIS~ //, / 1 // 1 1 1 1 < . ......... ................../ / / / I I I I I , I I ) / / '1 \ \ I '\ .,/' / ) / ~ - r " ,J J . oe..O _ / - O_e. 4' &I!IW o o . I PEe COIfS... TAIITS, IfC. -SIONAL ~ .urv.yor. rnvr_ plann.r. · n 9 In. · r · 01 Park Centre E at Robinson Street 200 Eas 1560 Suite 32801 Or1ando, Florida T~~ ~~i) ~~-=-~<: F Opeeonllne.eom pee Certificate No. 3556 Board of PrOfess~~TEn~":'ER: SS-002 PEC PRO~ . <:> <'I ) I / / / / / / / / / / / A ~ ~03 IRRIGATION =~ !=t emu · . ,.. (40'1) "" ~~,,"-8S04 . 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OOlVED, NIl ~~:KEL & SHULlZ ~NTS DR PlANS SIIAI.l ~CT, NONE OFlHE IlEASFORDEUSE lJN AND I'j PERMISSION~ fllRNrf~::'~DSEDro=RsoN. THESE DRAWINGS L & SlU.1Z ARCIt1E R WIIHDUT TIt: CllNlRACTllRS SIIAI.l HAVE PRECEDENCE CTS, WRITTEN IllMENSIlJNS v:m" CONIlITllJNS (IN SIIAI.l YEAIF\' AND BE R~ SCAlE DIMENSIONS FROM TJI: ~ AND THIS lIfRCE MUST ~ FOR ALL DIMENSIoNs NIl IlETALS MUST BE SIJlM~CONDfT1DNS SHOWN BY~ OF NrfYARlA1ION PRDCEEllING WIIH TD TIIS OfFICE FOR DRAWINGS SHOP SHlA.1Z. WARMNG~ABRICA1ION, COI\fIIJENTIAL r::;:OVAL BEfllRE . U.5.C. SEC. 506, ~ IBlEOF IS A CRIMI:" 2001 SClfEM<El & MISAPPRllPRlATIlJN IN VIDl.A 1lISCl0000E MAY CONSTITI1TE OFfENSE UNDER 18 -:~. ARRANGEMENTS:: ::'I.C24-2-31-1 ET, SEQ. AND 1RAIlE SECRET THE SUBJECT OF PENIlI<<l PATESlGNS IlISCLlISED ItilEI'j MA~ LAWS. NT APPUCATIlJN. " BE PATEIfTED PEe I'IIOFEIBIDIIAL SJI8I___ . n 9 In. . , s , COffSII.TAIITI ffC. p ann.,. ' EoIa Park Centr · U , v · 1 0 , · 200 E e ast Robinson St Suite 1560 reet Orlando, Florida 32801 Tel (407) 422- Fax (407) 849-~~ pecOpeconllne.com Boord of Professional En PEC PROJECT ~~: ~rtlflcate No. 3556 ER. 55-002 MAY 2 2 2003 SPADE S(J'f ~CA.TION DESIGN ~ (40'1) ~ CCnle · OrIGftdo" BN-S904 . I'aIl (4~) 8JIIJIU BIHJ-ts469 Elementary School "1" Seminole County S~hool Board Seminole County, Florida revisions: drawn: checked: date: comm. no.: LII& K1R ..,.,. ~ IRRlGATIIII PLAN ~ .., ~ ~ 0- 10 ..,. OJ (f) N o (f) o o ~ ~ o ~ ~ E:: o :;:I III CI :E N o o en ~ lrl- E:: ~ o 0- ~ Iii - .:J GENERAL NOTES LEGEND I) REFER TO Tf.IE LANDSCAPE PLANS ~EN TRENC...ING TO AVOID TREES AND eMRUBS. 2) ALL MAINLINE PIPING eMALL eE euRIED TO A MINIMUM DEPT'" OF 24" OF COVER. ALL LATERAL. PIPING eMALL BE euRIED TO A MINIMUM DEPT'" OF IS' OF COVER. 3) ALL pop-up ROTORS AND SPRAYS eMALL BE INSTALLED USING AN IS" PYC FLEX PIPE CONNECTION. DO NOT USE FUNNY PIPE. 4) ADJUST ALL NOZZLES TO REDUCE WATER WASTE ON "'ARD SU~ACES .. BLDG. WALLS. &) T~ROTTLE ALL VALVES ON eMRUB LINES AS FeEQUIRED TO PREVENT FOGGING. 6) ALL CONTROL WIRE SPLICES eMALL BE MADE IN VALVE BOxeS USING KING "ONE STEP" CONNECTORS AND SEALANT WIT'" WIFeE NUTS. 1) T~E CONTRACTOR S~ALL PREPARE AN AS-euIL T DRAWING ON A FeEPRODUCIBLE PAPER (SEPIA OR MYLAR) SJ4OUJ1NG ALL IRRIGATION INSTALLATION. A MYLAR OR SEPIA OF T~E ORIGINAL PLAN CAN BE O6T AINED FROM T~E ARCJ4ITECT FOR A FEE. T~E AS-euILT DRAWING eMALL LOCATE ALL MAINLINE AND VALVES BY eMOWING EXACT MEASUREMENTS FROM ~ARD SU~ACES. S) ALL VALVES, GATE VALVES AND QUICK COUPLERS eMALL BE INSTALLED IN VALVE eoxeS. I!) ANY PIPING eMou.N OUTSIDE Tf.IE PROPERTY LINE OR RUNNING OUTSIDE A LANDSCAPE AREA IS eMOU.N T~EFeE FOR CLARITY ONLY. ALL LINES eMALL BE INSTALLED ON Tf.IE PROPERTY AND INSIDE T~E LANDSCAPE AREAS. I!Z>) T~E EXACT ~EIG~T OF ANY 12" pop-UP T~AT IS SJ4OU.N IN A eMRUB BED eMALL BE DETEFCMINED BY T~E AR04ITECT IN T~E FIELD. 11) T~E CONTAACTOR ~ALL EXERCISE CARE SO AS NOT TO DAMAGE ANY EXISTING UTILITIES. Tf.IE CONTRACTOR eMALL BE FeESPONSIBLE FOR T~E IMMEDIATE REPAIRS AND COST OF ANY DAMAGE CAUSED BY ~IS UJOfiiK 12) ALL ~ eMALL BE GUARANTEED FOR ONE YEAR FROM Tf.IE DATE OF FINAL ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND UJOIIiCKMANeMIP. (OR AS OUTLINED IN T"'E WRITTEN SPECIFICATIONS) 13) ELECTRICAL SERVICE TO ALL EQUIPMENT eMALL BE PROVIDED TO T"'E EQUIPMENT LOCATION AS PART OF T"'E ELECTRICAL PLANS. . RAINBIRD I~ SERIES b" POP-UP SIDEWALK, CURel ETC. . RAINBIRD I~ SERIES 12" POP-UP RAINBIRD I~ eeRIES auBBLER I GPM INSTALL ON FLEX PIFE. PLACE UNDER T"'E MULC.... RUN Cf-JECK f.lEAD- eEE DETAIL FINI&J4 ~E A ~ RAINeIRD R-W>C ROTOR f.lEAD-PART CIR. - 3 GFM FLEX PIFE USE USE 112' ON $FRAY ~ADS 3/4' ON ROTORS MIN. 18' 1-ENGT~ FVC TEE SXSXS OR ELBOW ~ @ RAINBIRD R-W>C ROTOR f.lEAD-FULL - b GFM s RAINBIRD PEB eeRIES ELECTRIC VALVE. 2' OR SIZE AS $oIOUN ON T~E ZONE LAeEL. INSTALL VALVE IN AN AMETEK Ye-12A TYPE VALVE eox. (12" x 11" eoX) - - - 504. 4!Z> PVC MAlNLIINE-2 112' MINIMUM 24' DEPT'" 604. 4!Z> PVC LATERAL. LINE- SIZE AS S~OU.N UNTIL A SMALLER SIZE IS eMOUN. MINIMUM IS' DEPT'" EACJ4 PLANTING AFeEA SJ.IOUN AS DRIP TUBING SJ4ALL "'AVE ROWS (121 O/;.) OF RAINeIRD LD-lZ)C3-12 LANDSCAPE DRIPLINE. (MINIMUM OF 2 ROWS) T"'E DRIPLINE S~ALL BE INSTALLED ON GRADE, SECURED WIT~ RAINeIRD TDS-~!Z> GALVANIZED TIE-DOUN STAKES, AND T~EN COVERED WIT~ MULC~. (BY LANDSCAPE CONTRACTOR> T"'E DRIPLINE SJ4ALL BE LOCATED TO ALLOW FOR PROPER COVERAGE OF ALL PLANT MATERIAL. RAIN61RD b~ eeRIES 112' COMPREe6ION FITTINGS eMALL BE USED ON ALL DRIPLINE JOINTS AND ENDS. 604. 4lZ> PVC SLEEVE 12' S~INKL..ER NOZZLE SEE ~ART ~EAD DETAIL MANIFOLD CONNECTION MAN(~~J!P~NECTION ........, ...vAL.... INTO L.ID f'ClR PLUIN vAL.... l1I.CN (c:r) ,.. PlNIlIW CIlUI?I!' : : . ... . . ir LAIf8 I!IL.ANC 'l\8NfI DRIF TUBING NOTES (CAJ~ ADAI"'Tmt 1) INSTALL ALL DRIP TUBING AT GROUND LEVEL AFTER PLANT INSTALLATION. USE U eMAPED WIRE STAeILIZERS A MIN. OF 1!Z>' O/;.. TO "'OLD T"'E LINES IN PLACE. 2) KEEP ALL DRIP LINE CLEAN AT ALL TIMES BEFORE T~E FINAL CONNECTION. TAPE ALL TUBE ENDS OR USE DIRTCAPS. 3) AVOID eMARP BENDS IN T"'E TUBING. DO NOT BEND T"'E TUBING WIT'" LEes Tf.IEN A 12' RADIUS. 4) ALL DRIP TUBING eMALL ~AVE UNIFORM SPACING AND euRIAL DEPT~. &) INSTALL DRIP TUBING TO ALL AREAS T"'AT S~ALL RECEIVE PLANT MATERIAL. SEE Tf.IE LANDSCAPE PLAN FOR T"'E EXACT LOCATIONS. 6) SPACE TUBING AS NOTED ON T"'E PLAN. T~E PLAN DOES NOT ALWAYS S~OW ALL DRIP TUBING. T~E PLAN LAYOUT IS eMOU.N FOR CLARITY ONLY. 1) REFER TO T"'E MANUFACTURERS DRIP INSTALLATION MANUAL FOR INSTALLATION INSTRUCTIONS. 8) ALWAYS FLUSJ4 ALL LINES BEFORE FINAL CONNECTION. g) REFER TO T~E LANDSCAPE PLAN TO AVOID LAYOUT UA4ERE TREES S~ALL BE INSTALLED INSIDE PL.ANT BEDS. 1!Z>) ALL MAINLINE S"'ALL BE euRIED TO A MINIMUM DEPT'" OF 24'. 11) AL.L CONTROL WIRE$ &1OLICES S~ALL BE MADE IN vALVE eoxes USING KING CONNECTORS AND SEALANT. ALL WIRE eMALL BE 14 GAUGE, EXCEPT ~ERE NOTED OTf.lERUJISE. HUTI-STRAND WIRE CAN BE USED INSIDE SLEEVES. 12> ANY PIPING eMOUN OUTSIDE Tf.IE PROPERTY LINE OR RUNNING OUTSIDE T~E LANDSCAPE AREA IS &-1OUN T"'ERE FOR CLARITY ONL Y. 13) Tf.IE CONTRACTOR 5I-IALL EXERCISE CARE SO AS NOT TO DAMAGE ANY EXISTING UTILITIES. Tf.IE CONTRACTOR eMALL BE FeESPONSIBLE FOR ALL REPAIRS OF ANY DAMAGE CAUSED BY I4IS WORK. 14) INSTALL ALL FLUeM VALVES INSIDE A VALVE eox. 1&) CLEARLY AND NEATL Y MA~ Tf.IE TOP OF EAC'" VALVE eox WIT~ T"'E TYPE OF EQUIPMENT T"'AT IT CONTAINS. (I.E. VALVE, FLUeM VALVE, ETC) 16) Tf.IE VALVE A56EMBLY eMALL BE PLACED INSIDE A CONCRETE VALVE eox. T"'E VALVE eMALL BE INSTALLED AS PER Tf.IE DETAIL ON Tf.IE PLANS. 11) T"'E DRIP TUBING 5I-IALL "'AVE EMITTERS EVERY 12' AND eMALL BE SPACED 12' APART. IS) FILTER SIZES.!Z>-11 GPM.3!4', 18-26 GPM.l' ,21-&3 GPM.III2', &4-132 GFM.2' Ig) T"'E IRRIGATION CONTRACTOR eMALL BE FeESPONSIBLE TO COORDINATE ~ISMER ~ WIT'" Tf.IE LANDSCAPE CONTRACTOR. CONTROLLER-RAINe,IRD ESP-LX 24 STATION AS eMOUN ON T~E PLAN, INSTALL WIT'" A "'UNTER MINI-CLIK " RAIN SENSOR. GROUND WIT~ A MINIHUM S' COPPER CLAD ROD. UELL-SEE DETAIL AND SPECIFICATIONS ON TI4IS PLAN. . .. :... . . .' . .' -. -.- .. -.- @) @) .-.c TB (1Idlol6) CClI'NrCT TO t.eADI!lIt ...... a' o.c. NOZZLE C~ART I LETTER MODEL GPM AT RADIUS PATTERN 3!Z> PSI A IStD!Z>-I&F 3.1 1&' FULL B 18(M)-I&TQ 2~ 1&1 T~REE QTR. C 18(M)-I&TT 2.& 1&' TWO T...IRD D 18(M)-1&'" I.g 1&' I4AL1= E 18(M)-I&T 1.2 1&1 ONE T~IRD F IStDtZ1-1&Q l1Z> 1&1 QUARTER G IStDtZ1-1&EST .61 41 X 1&1 END STRIP ~ 18(M)-l&C5T 12 4' X 3!Z>1 CENTER STRIP J 18(M)-I&C5T -B .&f/-> S' STRIP eueBLER K IStD!Z>-12F-LA 1.6 1!Z>1 LOW FULL L IStD!Z>-11esT 1.1 I!I XIS' 51DE STRIP M IStDtZ1-ISesT 1.2 4' X 3!Z>1 SIDE STRIP N 18(M)-1244 1.2 12' LOW GALLONAGE P l~-I!Z>T -LA .&2 llZ>' LOW ONE T~IRD R 18tDt>-I!z>Q-LA .39 101 LOW QUARTER S 18(M)-~-LA .1g 81 FLAT ~ALF T 18tDt>-I~"'-FL T .19 101 FLAT I4ALF U IStDtZ1-SQ-FL T .3g 81 FLAT QUARTER V 1~-8T -FL T .&2 8' FLAT T~REE Qm W 18l2>1)-1l2lF-LAl'pe&-l2'6t2) 6CFEEN) ;1 .h Gt=M FUL.L BUBBLER X 1~-&C5T -B .&!Z> &' STRIP eueBLER Y 18I2>l?)-1~-LAl'pe&-t2)3tD 6CIEEN) 6' .3 Gt=M I-4ALF BUBBLER Z 18(M)-I&v AN VARIES 1&1 ADJUSTABLE PlNIlIW GIItADB ..~ vAL.... I!IO)( AIJtO I"L.l*f VAL IILAI<< DIW' (CAJ AD~ .-.c FLUS WELL 5FECIFICATION p,w I-IIELL U 'h contrada nU alYe a alii em 41 deep 1811 fa thJ ~atIon of thJ trigatlalytSll 'h 1811 shall ~ 6m gallal pe' IhU 11th rd roe th!t a S fl plIfJ~ alldolt. 12 'h 1811 nil be ntalkrJ at pe' State lid Local code regJatkD. 1m ccriract<< nil be reepcnble fa all f. and pnlt& ~ to alii thJ 1811 a 181~. p,w 2.RtP 2J 'h caIlracta shall f\IIih lid ntan em S hp. ~Ie plIfJ ~ thJ I8IL 'h PIf' nil be capable of ~ 6m gallal pe' IIhlte at 140 TDR (total cy.Jc Mad) h TDR 16 at P level. 1M plIfJ a f'lIt'6 nU be nta~ II~ thJ fol~ etf'1pBt aid *Ia~. All ~ M9 rd be II6t< p~ a& ~ C) &amble pip cable. at ~ D) All ~ galvllmd fJt~ th1t Ie ~ fa thJ candon of thJ 'ItSIl All above P ~ nil be galvarmd steel EJ All ~ elatalll'e,t11tch9s arrJ cadJJt f) IeoIatkJI valve 6J 511enl c:hd valve W t1agleUc staW fa ttree pha6e egstst&~1le as ~ I) ItxNe P c:hd valve, m ~ by code S 12 p,w 3-mS 3J 1m catract<< nil be reepcnble fa thJ ntallatlon lid candon of all thJ above ~ and thJ comectlal to thJ trtgatlalytell. 32 PeE fa thJ ~atlal of thJ IeII PIJ> nil be MflJIIttt to a jldlal box at thJ I8IIIocaUal by electrJrJl ccrirada. See eIdlrJl pin. Co<<diate all pol!' reqkeMt& ith thJ c;nr a gswral caIlrada. ~14 1& p,w 4.1IEl.l. lESOO 4J !Wore eett~ thJ pip thJ IeII allls' nil pwtcJe a bor~ rEp<<t lid ute' Cf'111t9 ana,16 to thJ Landecape kcH~ for Hs or h!r app'ovaL 42 !Wore eett~ thJ f'IIP thJ IeII allls' nil rdI~ thJ Landecape kcHtect or thJ static Ic1ts' level to detnlne If thJ plIp can pwtcJe thJ P"l'<< (ft111d PSI for thJ ~atlal of b h'lgatlon 'Its pJRT 5.5l1E coon Atf) !NT ~T 5J 1M IeII allls' nil be reepcnble to wit thJ site Id bfr:oIIS f.JlJar 11th thJ '" 61te location of b IleIL R nil be Hs reepcnbllttg to rotI~ thJ ant' If h9 fee16 b location mid be IIOV&i 1h91e11 nil be bid '" a basl6 of rI of depth 11th a 1Il1t coat (tift depth) nil be &OIJcJted for depltI ~ exca& of rift. IS PRESSURE START TYPE SYSTEM I) STEEL SUPPORT 2) CONTROLLER 3) DISCONNECT 4) STARTER (WJ.4EN REQUIRED) S) PRESSURE RELIEF Y AL YE 1&) WELL 1) CLA-YAL YE 2" c:l2-01J 8) 220 GAL. 6LADDER TANK AND PRESSURE SWITC~/ GAUGE 9) 41 CONCRETE PAD 10) 1&1 GRAveL 11) GAL. STEEL PIPE 12) GA TE/LA TC~ 13) 4S ELBOW 14) MAINLINE IS) 1&' ~T. GREEN C~AIN LINK FENCE WELL DETAIL a' .' . . . ... .. -. .-. ,.- .:: . . .. . -.. : . . . ... .-: .-. .... . -. .. . '. . . . .. . . . . . . -.- . :.: . .' . . . . . . . . . . . . . .. . .. . -.-. -. : -.. .-.: '. :...-.... .' . .: \ :~)~ /:'~.;:~.':. . . .. -. . ..... .. -.:..-: ..- .- .-. 00 g~~~O '@ @ SCHENKEL SHULTZ [] [] [] ARCHITECTURE [] [] [] ALL VALVE eoxes eMALL BE MARKED WIT~ T~E ZONE NlJM6ER AS PER INSTFaJeTIONS BY T...e LANDSCAPE ARC...ITECT. FINISJ4 GRADE 200 east robinson street suite 300 orlando, fl 32801 voice 407-872-3322 fax 407-872-3303 schenkel shultz. com KING 'ONE STEP' CONNECTORO EXPANSION SURGE CABLE VALVE 4& AllIlEAS, DESIGNS. ARRANGEMENTS AND PLANS NlICAlED OR REPRESENTED BY TItS DRAWING ARE OWNED BY N<<J TIE PROPERlY OF SClDKEl & SHULTZ ARCIfITEClS AND WERE CREAlED, EVOlVED, N<<J DEVElOPED FOR USE ON AND IN CONNECTION WITH TIE SPECIFIED PRO.ECT, NONE OF lHE 1lEAS, DESIGNS, ARRANGEMENTS OR PLANS SHAll BE USED BY OR OISQ.DSED TO NIV PERSON, ARM, OR CORPORATION FOR NIV PURPOSE WHATSOEVER WIIHOUT TIE WRmEN PERMISSION OF SCHENKEL & SIU.. TZ ARCllTECTS. WRITTEN IlIMENSIONS ON TtESE DRAWINGS SHAllIlAVE PRECEDENCE OVER SCAlE DIMENSIONS, CONTRACTORS SHAll VERIfY N<<J BE RESPONSIBlE FOR AllIllMENSlllNS N<<J CDNIlITIONS ON TIE JOB AND lHlS OFFICE MUST BE NDllAED OF NIV VARIATION FROM TIE DIMENSIONS AND CDNIlIT10NS SHOWN BY TIESE DRAWINGS. SHOP DETAIlS MUST BE SUIlMrnED TO TIIS OffiCE FOR APPROVAl. BEFORE PROCEEDING WITH FABRICATION. COfftlENTW.. COPVRIGHT 2001 SCHENKEL & SHII.TZ. WARNNG: REPROIllJCTKlN IBlEOF IS A CRIMINAl. OFFENSE lINIlEA 18 U.S.C. SEC, 506, lJNAlJ1HllRIlED llISClllStllE MAY CONSTITUTE 1RAIJE SECRET MISAPPROPRIATION IN VIDl.A1lDN OF I.C,24-2-31-1 ET. SEa. AND DlHER LAWS, TIE 1lEAS, ARRANGEMENTS AND DESIGNS DISClOSED HEREIN MAY BE PAlENTED OR BE TIE SUBJECT OF PENDING PATENT APPUCAT1DN. MAINLINE ~~~~~.kIN7'-~ -- ELECTRICAL VALvE PEe WIRE AS FEFe LOCAL CODE lU4LL ot= .-.. .... -. ~ILCINc:r PROFEISIOIW. ~_._ CMCI.TAIITI, I'fC. engineer. planner. .urveyor. EoIa Park Centre 200 East Robinson Street Suite 1560 Orlando, Florida 32801 Tel (407) 422-8062 Fax (407) 849-9401 pecOpeconllne.com Boord of Professional Engineer Certificate No. 3556 PEC PROJECT NUMBER: 55-002 SINGLE T~~ 16 AMP 5WIT~ ~~ A Y 2 2 2003 SPADE ELECTRICAl.. CONDUIT 12!Z>v. POU.eR WIRES FVC CONDUIT TO START OF T~ MAINLINE IRRIGATION DESIGN 80'1 Du&........ emu . 0rIcmd0,. IIorfd& a..,4 .I'IIone (407) BIHJ-:J1HU . ,." (407) BIHJ-U69 CONTROLLER DETAIL "'TALL. I'IN. I " ...,... QRS7 CN-1lW J<LelIt , ~AtfT CN- ;1M) ... 0lUNlIe Elementary School ~ "1" .-.c Seminole County School Board Seminole County, Florida LJ5CIEN) l IUIt MllI) Alll'CiI1ATIC I'lL 1!R ICIT ......Le6 (E)<CEpI' U8lE ~ AI 2') (N:U1:)1!6 I11!/'1I ""'- TI!lV 2. P"LACE ~ tIRI ~ MAN 50 IltAN ISR) f'ElelCllU!BER VAL'tI'E 4. ICHi ~I~ ,_~ CXNECrOM. I. I 112' y ..u.. 'IIR P'PE TO AI IeQJIN!D 6. CClNaIlETI VAL'tI'E BOX. 1. ~ PII"E FR;IH PONT OF c:cNEC1'IQl .. ~ ~ TO IM&4TION %ON!. '" a.lATAWOOQI!!E ~ lIlMl-ED &TOtoE e' .' DEEP. revisions: If). FHJeI.ED GI'fADE. n. 2' ~ GA'Ie VAL'tI'E DRIF TU61NG vALvE DETAIL drawn: UU& checked: ~ date: ~ comm. no.: tnMlII6 ~EAD SFACING NOTE IT eMALL BE T~E RESPONSIBILITY OF T"'E CONTRACTOR TO SCALE TJ4E PLAN AND CJ4ECK NOZZLE TYPES TO DETEFCMINE Tf.IE CORRECT SPACING OF T~E ~EADS. T~ CONTRACTOR 5J4ALL NOT SPACE Tf.IE f.lEADS FURT"'ER APART OR USE LEes f.lEADS T"'AN SJ4OU.N ON T"'E PLAN. ANY C"'ANGES TO Tf.IE "'EAD SPACING OR LAYOUT, WIT~T T~E CONSENT OF Tf.IE LANDSCAPE ARCJ4ITECT OR ou.NER, eMALL J40LD Tf.IE IRRIGATION CONTRACTOR RESPONSIBLE FOR WARRANTY OF T"'E PLANTS AND OR SOD IN T...E55 AFeEAS. 11III8ATIIII DETAILS _.~;cl!l:,~ '" 1 I ..--. cr. ~ -0 ci o co r") 1.0 o N o X "---' a:: o co x ~ <l) CI) :::i ~ W a::: x E 0- r") o r=-:i \ \ ..... o t'I o o N N N >. o :::IE :::l .&:; I- ~ 0:: ~ ..! ..0 Q) ...... ~ ~ ..... ;;) ~ o .....J .;;.; :::l o ~' .....J ~ - if 0'> "C! ;!l; I"') ~.--.,......,e: <( 0'> 0>- ~ J!:; !I: V) ...t--o-oW 8w..J>s. I !::: 1= ~ "'" (/1 :::i .J ;2>':>8 8-1-1:r:. -:::::::-oo~ -100 I 0[5152; o {/') if) -l 5 ;21 '::S.' wI U'), ::1 g :ri r5 LU1LU,9 d~2N 1008 r") , I N ~8~--:-:- 1002.- C'-J ('-.,! 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'WI 9 Q 000900 t"!, t"! t"!) ~ It ~ f ~ ~/9/8 9 9 ~ ~ ~ ~ t'),,?~,,?NNN 00 09/0 900 ,., I , I I i / i I I / , f / J I I ! o 0 o 0 o 0 o 9 ~ q o 9 000 000 q ~ ~ o 9 o Q ';:v, . I . ~~ 2 ~ 090 9 o 0 0 0 o 9 0 0;:.9 9 o 0 0 0<50 9 9 9 c;t')i; 9 ~ g ~ ~~ ~ 000~'I50 g g g~j$ g tJ 9 9 9 9"'9 9/9 o 0 9' 9 I I I I / / o o o o o 0 o 0 9 9 o 0 9 9 o 0 9 9 o 9 o 9 o 9 o 9 I / I / I I I i ! / ! / coveRED FLAY AREA ~~ ~ C'~, <>0- 'f' <' t-.A OJt'- <' ~A C',,~~~ <'c?fl 'V "'t,c:,~"I> c/J 7~'>. .s>,c:, '.i'- ">~~ ~~ '/" ~l FIRST FLOOR 5ECOND FLOOR NORTH e KEY PLAN SCHENKEL SHULTZ 000 ARCHITECTURE 000 200 east robinson street suite 300 orlando, fI 32801 voice 407-872-3322 fax 407-872-3303 schenkelshuttz,com 1ILL11lEAS. DESIGNS, MRMGEMENTS NIlI'lANS INDICATED OR Rfl'RESEHml BYTIIS DRAiIIING ME OWNED BY AND THE PROPEllTY DF &ClOKE!. & SHl.lll NlCHflECTS AND IltIIE CllfATBl. EWLVED, NIl DEVELDPED FOfI USE ON All) " CONNECTlDN WITH THE Sl'ECIRED PI\OJECT, NDNE DF TliE 1OEAS.1lESlGIIS, MAANIlEIIEMS OR P1MS &HALlIE USED BY DR IlISCI.DSED TO IIf'I PERSON. RRM, OR CORPOAATlDN FOR NtrI'URPDSE _TS09EIl WITHDUT TIE WRImN PE_ DF &CHENMEL & SHl.lll MCHlTEC1S. WRITI!N DIIENSKlNS ON !liESE DRMWlGS &HALl HAVE PRECEDENCE DVER SCAlE DIMEHSIDNS. CONTMCTOllS &HALl VEAIfY AND IE RElI'ONSIBLE FOR IILL DIMENSIONS AND COfClrroNS DN THE JllB All) TIIS D~E MUST IE NOTFEll DF NtrVARJATlOfj FfllIM T>E DIIIEIISIDNS NIl CONllITIDNS SItDWlI BY THESE DllAWlNGS, SHOP DETAiLS IIllST BE SUI!!lTTEO TO TliIS OFFICE FOIl APflROYA;.IEFOR! PROC!EDIIIG WITIi _ICAllOli. COIEIOENTW. ClJ'YIll8HT 2001 SCiEHlCEL & SlfJL TZ, ii_NIl: IIEPROllUCTlOllIEREOF IS A CRIMINAL Clffi/jSE UfIlER 18 U.S,C, SEC. 5Oll. IJWITHORJlED OISCI.OSURE IlAY COfjSTTTIm TIIAOE SECRET lIWI'AllPAIATION IN V10lATlOll DF I.C,~2-31.1 ET. SEa. NIl OTHER LAWS, !liE IOEAS. _ENTS AII0 DESIGNS IllSCLOSED HEIlEIIIIMY IE PATEWTED DR 8E THE 6UIJECT Of PffDNCI PATEWT APPUCAlION, MATERN PROFESSIONAL ENGINEERING. PA ENG. BUS. No. [8-0005096 CERT. OF AUTH. No. 5096 130 Candace Drive ,JJ.4aitland. FL 32751-3331 i i PHONE (407) 740-5020 FAX (407) 740-0365 toAPE JOB I: 2002-053 MAY 2 2 2003 SEAL Elementary School 11111 Seminole County School Board Seminole County, Florida revisions: drawn: checked: date: comm. no.: ~JIlEA'1AT AIle __22~ ~ SITE PLAN · LlGHTIIG. PHOTOMETRICS E041 A "100% Construction Documents" ~"~.~. .<>;." '-':r,.',~_;:;o:J',:"_l~~:~~~~f'I"".'c '~<," '~~"I~~I;.ff'..i:';- Th. S - ,-,..:. , "\, dCr'ument . Ui ';;;II" ..... .. must be returned to Karen ponder, SCPS LETTER OF UNDERSTANDING THIS LEITER OF UNDERSTANDING is made and entered into on this day of June, 2003, by and between the City of Winter Springs, Florida ("City") and the Seminole County School Board ("School Board"). RECITALS: WHEREAS, School Board is planning, permitting and constructing a new Elementary School "I" within the City of Winter Springs on real property generally located on State Road 419; and WHEREAS, in the year 2003, the City and School Board have previously entered into an Interlocal Agreement for Public School Facility Planning pursuant to Sections 163.31777 and 1013.33, Florida Statutes ("Interlocal Agreement"); and WHEREAS, pursuant to Section 7 of the Interlocal Agreement, the School Board and City agreed to jointly determine the need for and timing of on-site and off-site improvements necessary to support each new school and that the parties have the option to enter into a written agreement, if necessary, as to the timing, location, and governing body responsible for constructing, operating, and maintaining the required improvements; and WHEREAS, the School Board and City desire to set forth in writing some of their respective responsibilities for the construction of the new Elementary School "I" as more particularly described herein; and WHEREAS, Section 1013.33(13), Florida Statutes, allows a local government to impose reasonable development standards and conditions in accordance with Section 1013.51(1), Florida Statutes, and to consider the School Board's site plan and its adequacy as it relates to environmental concerns, health, safety and welfare, and effects on adjacent property; and WHEREAS, Section 1013.51(1)(a), Florida Statutes, expressly authorizes either party to expend funds, separately or collectively, by contract or agreement, for infrastructure improvements upon and contiguous to the proposed educational plant and facility school site including improvements for roads, byways, sidewalks, sewer, water, stormwater and other utilities, and for the installation, operation, and maintenance of traffic control and safety devices; and Letter of Understanding City of Winter Springs / Seminole County School Board Page 1 of 5 .> '~l; .' if"!,,,,-:; ". .....;';~_ ".~;.,_~:~..-.--,----;-c--~'I:!I:' WHEREAS, the City and School Board recognize schools as focal points for community activities; and WHEREAS, residential development and population growth in and around the City of Winter Springs has generated a need for another elementary school. NOW, THEREFORE, in consideration of the provisions contained in this Letter of Understanding, and other good and valuable consideration which the parties acknowledge has been received, the parties agree as follows: Section 1. Incorporation of Recitals. The foregoing recitals are true and correct and by this reference are fully incorporated into this Letter of Understanding. Section 2. Site Plan. On June 23, 2003 the City Commission approved a site plan submitted by the School Board for the construction of the new Elementary School "I." A copy of said site plan is attached here as Exhibit "A" and fully incorporated herein by this reference ("Site Plan"). Section 3. Construction Date. The City agrees that the School Board is permitted to commence construction of new Elementary School "I" any time after July 1,2003 in accordance with the approved Site Plan and final engineering plans approved by the City Commission. Section 4. apply: 4.1 4.2 4.3 4.4 Traffic Control Devices. Regarding traffic control devices, the following shall The School Board and City shall cooperate together to petItIon the Florida Department of Transportation and Seminole County for permission to install appropriate traffic control devices, including a traffic signal, crosswalk, and pedestrian signals, at the school entrance prior to the school opening scheduled for August 2004. Said devices shall be fully operable prior to the school opening. The School Board shall pay for the permitting, installation, and maintenance of the traffic control devices. The traffic control devices shall be in accordance with the City's decorative standards. The School Board shall install a sidewalk along the south side of State Road 419 from Wade Street to the school entrance. Letter of Understanding City of Winter Springs / Seminole County School Board Page 2 of 5 0"" & '.'~'-,':i.':~~"';~_ , > Section 5. apply: Permits and Inspections. Regarding permits and inspections, the following shall 5.1 The School Board shall permit and inspect all on-site construction per the Florida Building Code, except arbor and sign age permits and inspections. It is acknowledged that construction shall include building, paving, landscaping, and on-site utilities. 5.2 The City shall permit and inspect all off-site construction. 5.3 The School Board shall pay the City inspection fees for off-site, City-owned improvements only. Section 6. Easement. Upon completion of construction of the sewage lift station and ancillary lift station facilities (e.g., perimeter fencing, discharge force mains), the School Board will convey ownership of the lift station and ancillary lift station facilities to the City. In addition, School Board shall grant an easement to the City on, over, and under the real property on which the lift station facilities are constructed. Said easement shall be in a form acceptable to the City. Upon conveyance of the lift station facilities and the easement, the City shall maintain said facility in the same manner it maintains other sewer infrastructure in the City. Section 7. ButTer. The School Board shall maintain the natural buffer along the western boundary of the school site property and install a black vinyl chain-link fence along the said boundary line. If both parties agree that more buffering is required at a later date, the School Board will install a masonry wall along applicable portions of the western boundary and obtain all applicable City permits including arbor. Section 8. Cross Seminole Trail. It is acknowledged that pursuant to Resolution 2002-R- 159 of the Seminole County Board of Commissioners, the School Board has access rights across the Cross Seminole Trail. It is also acknowledged that the School Board and Seminole County intend to route the Cross Seminole Trail around the school site. The actual location of the Cross Seminole Trail will be finalized by School Board and Seminole County at a later date. Section 9. Dumpster Pad. It is acknowledged that the School Board has a system of bagging waste prior to discarding the waste in a dumpster that eliminates putrescible waste and the need to clean refuse cans or food debris at the dumpster pad. Therefore, as long as said system is utilized by the School Board, and putrescible waste is controlled at the dumpster pad, a hub drain or catch basin is not required to be installed at the dumpster pad. Letter of Understanding City of Winter Springs I Seminole County School Board Page 3 of 5 , . ". Section 10. Old Sanford-Oviedo Road. It is acknowledged that the City prefers to preserve as much of the old Sanford-Oviedo roadway as possible on the school site. If portions of the roadway are required to be removed to accommodate the construction of the school, the School Board shall make a reasonable effort to re-use any removed roadway pavers to construct decorative landscape features at the school. The pavers may also be used to complete other design features of the school and to ensure a safe and level walking surface. If the roadway is removed in areas where a specimen tree exists, as defined in the City's Arbor Ordinance, the School Board will use a certified arborist to oversee the removal of the road and to ensure that specialized arborist procedures are used in that removal to protect any adjacent trees. Because of this arborist oversight, no protective barriers are required as specified in the Arbor Ordinance. Section 11. Vegetative Clearing. The following shall apply regarding vegetative clearing: 11.1 Prior to commencing construction, the School Board shall submit to the City a revised tree survey which will identify all existing trees (4 inch caliper or greater) that are located on the school site, excluding any trees that are located in the natural buffer area referenced in Section 7 herein. 11.2 It is acknowledged that a significant amount of vegetative clearing must occur to construct the new school pursuant to the Site Plan including the removal of no more than forty-one (41) specimen trees (including 28 cabbage palms) as defined in the City's Arbor Ordinance. On June 23, 2003, the City Commission found that pursuant to the Arbor Ordinance, the construction of the new Elementary School "I" serves a compelling government interest that enhances the Winter Springs' community. As such, the City Commission found the School Board demonstrated an extraordinary hardship and circumstance justifying the removal of the specimen trees. 11.3 The School Board will pay the arbor permit fees as calculated by the City for the removal of trees located on the school site. In addition, in accordance with the compelling government interest finding set forth in Paragraph 11.2, the City Commission hereby waives all tree bank payment requirements, pursuant to Section 5-16 of the Arbor Ordinance. However, the School Board shall implement the landscape plan approved by the City Commission on June 23, 2003. Letter of Understanding City of Winter Springs / Seminole County School Board Page 4 of 5 -''','~'N'':'''r.:'!l''';~~''''i' ,- '-"->~[F!f7:;:C:;~;;;;'~~'>~0;::;:'!I'7.i:"l~c~ , . " , ~ ." , - . 1 { t'.., IN WITNESS WHEREOF, the parties hereto have executed this Letter of Understanding on the day and year written above. CITY: . SCHOOL BOARD: WINTER SPRINGS, FLORIDA '7~ ~ , -. Bt,lsh, M,:Yl: ,~j/03 SEMINOLE COUNTY SCHOOL BOARD . By: ~. Sandh Robinson, Chairperson Date: lt~O'3 Date: Letter of Understanding City of Winter Springs / Seminole County School Board Page S ofS ~-""-~'~~~"1fi1' I> Letter of Transmittal Seminole County Public Schools Educational Support Center Facilities Planning Dept. 400 E. Lake Mary Blvd. Sanford, FL 32773 Date: 6/26/03 Attention: Anthony A. Garganese, City Reference: Attorney - Letter of Understanding w/SCPS To: CITY OF WINTER SPRINGS 1126 STATE ROAD 434 WINTER SPRINGS, FL 32708 WE ARE SENDING YOU cgj attached D hand delivered by Dianne Kramer the following item(s): DShop DPrints DPlans Drawings DCopy of Letter DChange Order DPermit DSamples DSpecifications DContract DPurchase Order cgjOther Letter of Understanding Copies Date No. Description 2 6/24/03 Letter of Understanding Board approved on 6/24/03 returned for further execution by the City. THESE ARE TRANSMITTED as checked below: cgjFor approval DApproved as submitted DResubmit copies for appvl DFor your use DApproved as noted DSubmit copies for distribution DAs requested DReturned for corrections DReturn corrected prints DSign and return DFor review and comment DFor your records cgjOther Please return one fully executed original for our records. REMARKS: Please call 407/320-0071 if you have questions or concerns. Thank you. Copy to: File Pending Return File Jay Taylor, SOC Signed: Dianne Kramer, Deputy SuptlOperations ~ ~