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HomeMy WebLinkAbout2010 10 13 Regular 600 Final Engineering Site Plan for 108 Unit Senior Apartment Complex Within the Town Center P &Z BOARD AGENDA ITEM 600 Consent Information Public Hearing Regular X October 13, 2010 Meeting MGR. /Dept. REQUEST: The Community Development Department requests the P &Z Board review the final engineering site plan for a 108 unit senior apartment complex with amenities on 6.95 acres within the Town Center and provide a recommendation to the City Commission. SYNOPSIS: The purpose of this Agenda Item is for the P & Z Board to review the site plan for consistency with the City's Comprehensive Plan and Code of Ordinances and make a recommendation based on those criteria to the City Commission. CONSIDERATIONS: OVERVIEW: The 6.95 acre undeveloped and treed site is located within the Winter Springs Town Center on the southwest corner of SR 434 and the trail bridge (east of the Mobil station, on the south side of SR 434). The developer originally approached the City in 2003 with a proposal for 192 units. A concept plan was approved April 27, 2009 and amended May 18, 2009 for 201 units on 10.32 acres, but the number and composition of the units and the land area have been modified as the result of the applicant's meetings with concerned citizens (as well as from staff comments at development review meetings). The proposed development currently consists of 108 senior apartments, a pool, a community garden, a putting green, a small dog park, and 174 on -site parking spaces (15 adjacent on -street parking spaces and 14 on -street parking spaces located on the north side of "Townhouse Road "; some of the on -site parking spaces may be covered), on 6.95 acres (15.5 dwellings per acre) straddling the Cross - Seminole Trail adjacent to the south side of the trail bridge over SR 434. Site topography slopes eastward from a high of about 42 feet near the west end of the proposed "Townhouse Road" to about 32 feet near the bridge crossing at SR 434 (elevations based on NGVD 1929). The development site is located outside of the 100 year floodplain and contains no wetlands. Gopher tortoises (10 or fewer burrows; these are the only listed animal species known or believed to inhabit the site) must be relocated before site work commences. October 13, 2010 Regular Item 600 Page 2 of 6 LAND USE & ZONING: Future Land Use Designation (FLU): Town Center Zoning: Town Center APPLICABLE REGULATIONS & DOCUMENTS: Housing for Older Persons Act of 1995 (federal) Chapter 163, FS Chapter 166, FS Chapter 760, FS Rule 9J -5, FAC Comprehensive Plan Chapter 9, City Code Town Center District Code Schrimsher Development Agreement (June 26, 2000) DISCUSSION: Transportation The 108 -unit apartment project generates an estimated 778 trips per day, including 57 AM peak hour trips and 77 PM peak hour trips (per ITE Trip Generation Handbook, 8 Edition). The site is accessed from S.R. 434 by Townhouse Road, a new City street located approximately 400 -feet west of the Seminole County Trail Bridge. The location of Townhouse Road is consistent with the City's Town Center Master Plan for S.R. 434 Intersections. The Townhouse Road / S.R. 434 intersection will be constructed as a full- access median opening, which will allow left -in, left - out, right -in, and right -out turning movements, similar to the S.R. 434 intersection at City Hall. The Florida Department of Transportation is expected to require that the Townhouse Road intersection be changed to a directional median opening (which allows left -in turning movements but not left -out) at the time the next intersection to the west, Michael Blake Boulevard, is constructed. The Michael Blake Boulevard intersection is pre- approved by FDOT as a full - access median opening, with signalization when warranted. FDOT currently does not allow two full- access median openings to be less than 'A mile apart on S.R. 434 in this area, which is the case with Townhouse Road and Michael Blake Boulevard. The applicant has submitted a traffic impact study that after several rounds of review was determined to be acceptable to Staff. The traffic study evaluated the project's impact on the following six (6) S.R. 434 intersections: Doran Drive, Cliff Rose Drive, Tuskawilla Road, Townhouse Road (project entrance), Gardena Drive, and Tuscora Drive. All study intersections currently operate at an acceptable level of service and are projected to continue to operate at an acceptable level of service after the project is built out in 2012. The traffic study also evaluated the project's impacts to S.R. 434 from S.R. 419 through the Town Center to Spring Avenue, and to Tuskawilla Road from Blumberg Boulevard to Winter Springs Boulevard. Staff required the applicant's traffic engineer to evaluate these roadway segments for the average daily traffic impacts as well as the AM and PM peak hour impacts. The traffic study indicates that all segments will operate at an acceptable level -of- service at project buildout for daily, AM peak, and PM peak periods. A right -turn deceleration lane on S.R. 434 eastbound at the project entrance (Townhouse Road) does not have the volume to be warranted by City Code. 2 October 13, 2010 Regular Item 600 Page 3 of 6 Utilities The site has central water and sewer available in the area, with adequate capacity. An 8" diameter sanitary force main is located in the southeastern corner of the site, along the SR 434 right -of -way. A 12 "potable water line is located along the eastern right -of -way line of Tuskawilla Road and extends southward of the Mobile gas station site. The applicant proposes to provide irrigation from the storm -water pond, to be supplemented by an irrigation well. An on -site sanitary-sewer lift station is provided. Town Center Issues The Comprehensive Plan (primarily the Future Land Use Element: Town Center and Urban Central Business District objectives and policies), Town Center Code (sections 20 -320 through 20 -327 of the City Code of Ordinances), and the Schrimsher Development Agreement address a number of items as related to the subject property. One of the most important considerations is the continuation of the street grid previously established in the Town Center Master Plan. This pedestrian-scale grid has been furthered in the proposed site plan and provides for a continuation of the street network through the subject site for eventual connection to Tuskawilla Road. The intersection on "Townhouse Road" that connects to parking and site amenities provide an opportunity for a connection to the north to Michael Blake Boulevard (through a future, non- related development), providing access to what is envisioned to become a full access signalized intersection. This interconnected grid network helps to provide a pedestrian-scale to the development and makes efficient multi -modal transportation possible. It also provides the first increment toward multiple routes for emergency response teams. There will be a LYNX bus stop adjacent to the site in the SR 434 right -of -way (ROW). Bicycle, wheelchair, and pedestrian access to the Cross - Seminole Trail are provided, near the SW comer of the site, where it is compatible with the trail bridge slope for ease of use and safety. Wide sidewalks and a nearly continuous line of 4 -story buildings oriented to the street (SR 434 and "Townhouse Road ") with elevated first floors (the first floor and the porch or stoop elevated at least 2 feet above the elevation of the adjacent public sidewalk) are required to enhance the pedestrian— oriented aspect of the neighborhood and help to create walkability and a sense of place — key goals of the Town Center Code. Street widths have been properly scaled to Town Center dimensions to accommodate on- street parallel parking as well as street trees which assist in the creation of a meaningful public space. Additionally, to further keep automobile speeds low, which is critical to a pedestrian- oriented development, corner radii are the prescribed 15 feet, except at the intersection of SR 434 and "Townhouse Road ", where they are 35 feet, as required by the FDOT. The 15.5 dwellings per acre is consistent with the Comprehensive Plan (FLU Policy 2.2.6), which encourages a minimum average density of 7 dwellings per acre within the Town Center (maximum density of 36 dwellings per acre). Residential density above about 8 dwellings per acre is generally recognized as essential for efficient bus transit service. A critical mass of residential units and non - residential intensity (density and diversity = efficiency and flexibility) is an important principle of new urbanism that is necessary to create a sense of place, vibrant social and commercial interaction, and long -term value enhancement (long -term residual value for the investment). Public infrastructure and services have a lower per capita cost as residential density and/or non - residential intensity increases. 3 October 13, 2010 Regular Item 600 Page 4 of 6 The development site is comprised of parts of separate parcels owned by the same owner. Section 9 -14 of the City Code allows land within the Town Center to be divided by plat, lot split resolution, or in accordance with a recorded development agreement, except unless an exemption set forth in Section 9 -13 is applicable. The applicant proposes to divide the properties through the development agreement option. Transfer of ownership of the "Townhouse Road" ROW will include a deed to the City. Code Deviations & Waivers The site plan incorporates certain code waivers, as listed below. These are addressed separately in the special exception agenda item and, if approved by the City Commission, will be incorporated into a development agreement. 1. Section 20 -325 (c) (8) provides for the City Commission to waive the frontage road requirement (frontage roads are more suitable in front of retail development; the applicant is providing a wider sidewalk in conjunction with a bus stop with a shelter in the SR 434 ROW; staff supports the waiver). 2. Section 20 -324 (1) requires corner curb radii between 9 and 15 feet, which requires motor vehicles to slow down going around corners and thereby increases pedestrian safety. The applicant is meeting this standard, except at the intersection of the new "Townhouse Road" and SR 434, where the FDOT requires the roadway connection to SR 434 to have wider turning radii (35 feet), to maintain the motor vehicle level of service on SR 434 (therefore, since FDOT controls its ROW and will not issue a permit for tighter radii at the intersection, staff supports the waiver as a necessity). 3. Section 20 -327 (d) requires each floor of any building facade facing a park, square or street to have transparent windows covering from 15 to 70 percent of the wall area. The side wall of Building No. 1, which is in very close proximity to the trail bridge, has 10 percent window area (since this side of the residential building is so close to the trail bridge; staff supports having windows facing the trail for safety /surveillance purposes, but does not want to compromise the privacy of the residents, by allowing too much view into the living and bedrooms from the trail bridge; staff supports the waiver). The rest of the building frontages meet the 15 percent opacity requirement. 4. Section 20 -324 (10) (f) requires no more than 6 consecutive parking spaces provided without a landscape island, where there is not the alternative landscaping in front of the spaces. There are 8 spaces and handicap accessibility aisles in the area immediately south of the pool (toward the trail). The code allows tree spacing to be determined by the City Arborist, based on tree species and locations. The City Arborist supports this waiver, based upon the proposed tree planting/landscape plan. 5. Section 20 -324 (5) requires the first floor to be elevated at least 24 inches above the adjacent sidewalk grade. This is essential to a positive interactive relationship between residences and people on the sidewalks and street ( "eyes on the street "). The buildings will have monolithic slabs and some of the ends of the buildings do not meet the letter of this requirement. All buildings are designed to meet or exceed the 24 inch requirement at the front entrances. Staff has stated that deviations too minor to be noticeable at the ends of the buildings would be acceptable. 6. Section 20 -325 (8) and (10) set a maximum building width of 160 feet and building depth of 125 feet. Buildings 2 (L- shaped building at the comer) and Building 4 exceed these maximums. These buildings do not pose the "big box" problems, such as depicted in 4 October 13, 2010 Regular Item 600 Page 5 of 6 Section 20 -324 (12) picture. Staff believes these buildings relate well to the adjacent roadways and supports these waivers. Staff had also supported and the Commission approved waiving strict adherence to this rule in the Doran Phase II plans (for the east side of Tuskawilla Road, behind McDonalds), where it was determined that the overall design of the site more than compensated for the deviation. 7. Section 20 -325 (10) sets a maximum 35 foot distance between buildings. The distance between buildings 2 and 3 scales to about 80 feet. The driveway into the site (which functions very similarly to an internal roadway) is located within this area, with a 10 foot wide sidewalk and parallel parking on each side. There is a distance of about 32 feet from the western end of building 2 and the driveway curb. The other buildings are much closer together than the 35 foot standard. Staff supports this deviation in this location due to the manner in which this driveway functions as a roadway. Findings of Fact 1. The proposed development is located within the City of Winter Springs, within its Town Center (FLU designation and zoning district), and within the area encompassed by the existing June 26, 2000 Schrimsher Development Agreement. 2. Section 20 -323 (a) of the City Code of Ordinances lists adult congregate living facilities, retirement homes (including independent living through assisted living), and multi- family residential as permitted uses within the Town Center District. 3. The concept plan for 201 multi - family dwelling units on 10.32 acres was approved on April 29, 2009, but was amended on May 18, 2009. 4. The final engineering/site plan is consistent with the Comprehensive Plan. 5. Deviations from the Town Center Code are addressed through a special exception, development agreement, or some combination of these, as provided in Section 20 -321. Staff supports the listed deviations. 6. The applicant has met with concerned citizens on multiple occasions to discuss the development, obtain input, and has reported that he has incorporated some of that input into the plans. FISCAL IMPACT: Staff estimates that the two parcels that make up this project currently generate approximately $16,000 in ad valorem taxes. These numbers have been estimated because both parcels are the result of a division of existing parcels. If the property is developed as proposed, it will contain 108 apartment units. The applicant has stated that, once the project is finished, it will facilitate 19 permanent jobs with an annual salary of $500,000. The project's Fiscal Neutrality Analysis (FNA) estimates that the project will have an additional fiscal benefit on both a revenue and Net Present Value (NPV) basis. The total net fiscal impact provided to the City due to the development of the project is $618,103. The NPV of the project's impact to the City is $230,185. The conclusion of the applicant's study is that the development will pay its own way in terms of services required from the City. Please be 5 October 13, 2010 Regular Item 600 Page 6 of 6 aware that this report is still being vetted by the City and additional information will be forthcoming at the meeting of the Planning and Zoning Board. Staff has reviewed the FNA and has significant questions and concerns. The applicant is continuing to work to revise the report pursuant to staff concerns. Additional information will be presented at the October 13, 2010 P &Z meeting. The applicant is a for -profit [not a 501 (C) 3 tax exempt] organization. The permit, impact, and connection fees will be the same as for any other developer. The ad- valorem taxes are, however, adjusted for the rents, most of which will be below market rate. The entire Fiscal Neutrality Analysis can be viewed on the City's website by looking under "Proposed Town Parke Apartment Project" on the front page. The name of the analysis is "8- 23 -2010 Fiscal Neutrality Analysis" and is located under the "New Project Proposal" heading. COMMUNICATION EFFORTS: Extensive information on this site is posted on the City website. In addition, a sign has been posted on the site and letters have been sent to abutting property owners of land within 150 feet of the site as part of the public notification for the special exception. This meeting date has also been posted on the City's Website under the project name. This Agenda Item has been distributed to the Mayor and City Commission; City Manager; City Attorney; Department Directors; placed in Press Packets; placed in the Lobby binder; and will be available on the City's Website, LaserFiche, and the City's Server. RECOMMENDATION: Staff recommends the Planning and Zoning Board, after consideration of the information contained in this agenda item, recommend that the City Commission approve the Town Parke Apartments final engineering plan, subject to the special exceptions (deviations & waivers) listed above and a development agreement addressing these issues, the division of property, and other Town Center issues. ATTACHMENTS: A — Final engineering plans 6 • .+ :MADDEN MOORHEAD & GLUNT, INC. ,. k � CIVIL ENGINEERS October 4, 2010 City of Winter Springs Attn: Randy Stevenson, ASLA, AICP Community Development Director 1126 East State Road 434 Winter Springs, FL 32708 RE: Town Parke Apartments Dear Randy: Below please find responses to comments: CITY ENGINEER - BRIAN FIELDS Comment 1: ST -1. On S.R. 434, the width of the median opening is shown at approximately 50 feet, which is narrower than other similar full- access median openings along S.R. 434. A median opening of 75 -feet is recommended in order to avoid potential conflicts within the median opening. Response 1: Please see the revised plan sheets. The median break is 75 feet. Comment 2: UT- 1 /UT -2. Please revise the callouts referring to a 14" water main, now that the water main is 12 ". Response 2: Please see the revised sheets UT -1 and UT -2. Comment 3: UT -1. Show the 8" master meter and RPZ assembly to scale and provide a detail. Seminole County has a standard detail that can be used, which includes a full - size bypass. The bypass may not be needed since fire service is provided on separate lines. Response 3: Please see the revised sheet UT -1. 0 o Comment 4: UT -1. The meter shown at the pool clubhouse can be deleted now that the c■ water is master metered. r 0 v Response 4: Please see the revised sheet UT -1. al Comment 5: UT -1. The water service to the lift station is for wash -down and can be non - yi potable water without a separate meter. Response 5: Please see the revised sheet UT -1. The water service will be provided through the irrigation system for wash down of the lift station. 431 E. Horatio Avenue • Suite 260 • Maitland, FL 32751 • 407 - 629 -8330 • FAX 407 - 629 -8336 Comment 6: L300. Show the 8" master meter and RPZ to scale and show how it will be adequately screened. Response 6: The 8" master meter and RPZ have been shown on the landscape plan to scale and the landscape has been revised to provide adequate screening. Comment 7: Please note that the offsite easements shown for utilities, temporary construction, and temporary vehicular turnaround are required prior to final engineering approval. Response 7: Aknowledged. Per DRC, the easements will be provided prior to construction. SENIOR PLANNER - ELOISE SAHLSTROM Sidewalks: Comment 1: The handicap ramp and access point through the wall in front of Building 2 needs to be increased in width to 6'. Response 1: The handicap ramp access point through the wall in front of Building 2 has been revised to increase the width from 5' to 6'. Comment 2: The side of the site by the trail is lacking in pedestrian connectivity. An additional sidewalk connection between Building 1 and the dog park is very much needed. Response 2: Per the DRC meeting on October 5, 2010 it was agreed that no additional connection will be provided to the dog park area from Building 1, the landscape buffer was determined to be a more important use of the space at the property line. Cross Walks: Comment 3: Align crosswalks across Townhouse Rd with sidewalks. Response 3: The two handicap ramps located on the southeast side of Townhouse Road have been widened to 10' -0" in order to align with the crosswalks that connect to the opposite side of Townhouse Road. Comment 4: The crosswalk from the trash compaction area to the garden should be designed to be perpendicular to the curb with the minimum drive lane crossing width. Response 4: The crosswalk from the trash compactor area to the garden has been re- designed to align in a perpendicular fashion to the centerline of the roadway. 431 E. Horatio Avenue • Suite 260 • Maitland, FL 32751 • 407 - 629 -8330 • FAX 407 - 629 -8336 Comment 5: The Comprehensive Plan states "Make intersections pedestrian - friendly whenever possible, by limiting the crossing width to the shortest possible distance..." (Transportation Element Policy 1.5.14) Response 5: Noted. (see Sheet L002): Comment 6: Please revise Sheet L002 to show the property boundary east of the trail bridge, since the frontage is not being purchased. Response 6: The bold dashed boundary line replicating the property line on the east side of the trail bridge has been revised on sheet 1-002. Lighting Layout (see Sheet L500): Comment 7: Adjust the location of the Tamp posts on the south side of Townhouse Rd, as they appear to be in the line of travel. The location of the lamp posts as shown on the north side of the road is the preferred location and should be replicated on the south side. Response 7: A detail was added based on the last round of comments on sheet L -502 to show the typical placement of the pole locations along Townhouse Road. (see Sheet L501): Comment 8: An additional light needs to be located at the sidewalk intersection by the transformer (between building 2 and the pool) based on the foot candle reading, which indicates a dark spot. Response 8: An additional Tight has been added at the sidewalk intersection by the transformer (between building 2 and the pool deck). If you have any questions, please don't hesitate to contact our office. Sincerely, 45 David F. Glunt, P.E. Principal DFG /nwm H: \Data \08017\Cor \City Comments- 10- 4- 10.doc 431 E. Horatio Avenue • Suite 260 • Maitland, FL 32751 • 407 - 629 -8330 • FAX 407 - 629 -8336 FINAL CONSTRUCTION PLANS FOR TOWN PARKE APARTMENTS PHASES 1, 2 3 & 4 SECTION 6 , TOWNSHIP 21 SOUTH, RANGE 31 EAST WINTER SPRINGS, FLORIDA FOR INDEX OF SHEETS SHEET REV. # REV. DATE DESCRIPTION COV 5 10/06/10 COVER SHEET 1 -3 - 3 -3 - - BOUNDARY AND TOPO SURVEY SY -1 - - SYMBOLS AND ABBREVIATIONS NT -1 1 07/01/10 GENERAL NOTES ST -1 6 10/06/10 SITE PLAN VC -1 2 08/30/10 VEHICLE CIRCULATION PLAN UT -1 6 10/05/10 UTILITY PLAN UT -2 4 09/23/10 OFFSITE UTILITY PLAN DR -1 4 09/23/10 DRAINAGE PLAN DR -2 2 08/30/10 YARD DRAIN PLAN EA -1 4 09/23/10 EASEMENT PLAN GR -1 5 10/06/10 GRADING PLAN GR -2 6 10/06/10 GRADING PLAN PP -1 4 09/23/10 PLAN AND PROFILE PLAN OS -1 5 10/05/10 OFFSITE TURN LANE PLAN DT -1 5 10/05/10 CONSTRUCTION DETAILS DT -2 - - CONSTRUCTION DETAILS DT -3 1 08/08/10 CONSTRUCTION DETAILS DT -4 4 9/23/10 CONSTRUCTION DETAILS DT -5 1 07/01/10 CONSTRUCTION DETAILS DT -6 4 10/05/10 CONSTRUCTION DETAILS CD -1 2 08/08/10 CITY OF WINTER SPRINGS DETAILS CD -2 2 08/08/10 CITY OF WINTER SPRINGS DETAILS LS -1 5 10/05/10 LIFT STATION SITE PLAN L -001 LANDSCAPE AND IRRIGATION PLANS SEE COVER FOR SHEET INDEX * PREVIOUSLY SUBMITTED TOWN PARKE LTD 700 W. MORSE BLVD. WINTER PARK, FL 32789 PH (407) 741 -8666 VICINITY MAP MADDEN CIVIL ENGINEERS 431 E. HORATIO AVENUE, SUITE 260 MAITLAND, FLORIDA 32751 PHONE (407) 629 -8330 FAX (407) 629 -8336 12 z W F- IX a a W Y ir a a 0 2" GATE VALVE FINISHED GRADE 2" THREADED CAP I � 2" P.V.C. (TYP) 2" 90° ELBOW 2" 90° ELBOW METER BOX WITH COVER ' ° oa°00000000000c 6" OF GRAVEL OR "" �- CRUSHED ROCK BEDDING 2" 90° ELBOW NOTE: ALL PIPE AND FITTINGS MUST BE SCHEDULE 80 P.V.C. CITY OF WINTER SPRINGS BLOWOFF VALVE RESTRAINED MECHANICAL NOTES: JOINT FITTINGS AND PIPE 1. ALL PIPE AND FITTINGS ABOVE GRADE SHALL HAVE FLANGED ENDS. 2. BY -PASS METER ASSEMBLY NOT REQUIRED ON MONITORED FIRE SPRINKLER PROTECTION SYSTEMS. 1 THE CHECK VALVE ASSEMBLY, VALVES AND PIPING AND THE BYPASS METER AND DOUBLE CHECK SHALL BE PAINTED WITH A PRIMER SUITED TO THE BASE MATERIALS AND FINISHED WITH TWO COATS OF BLACK EXTERIOR ENAMEL. 4. BYPASS METER AND BACKFLOW PREVENTER SHALL BE ASSEMBLED WITH APPROPRIATE FITTINGS TO ALLOW REMOVAL AND RE- INSTALLATION. 05. TAMPER SWITCHES TO BE ADDED TO APPARATUS. DOUBLE DETECTOR CHECK ASSEMBLY DUCTILE IRON POTABLE WATER MAIN NTS TYPICAL METAL PIPE 2.5 - 4" PIPE - 3" TAPE IS CENTERED ALONG TOP HALF OF PIPE. POTABLE WATER MAIN POTABLE WATER MAIN W.S. DETAIL 6 -9 -00 BY DT PIPE IDENTIFICATION AND WARNING TAPE MINIMUM LENGTH OF RESTRAINED PIPE TO BE INSTALLED ON EACH SIDE OF FITTING PIPE SIZE (INCHES) FITTINGS 4 6 8 10 12 16 24 90° BEND 21 29 37 44 51 65 89 45° BEND 9 12 15 18 21 27 37 22 1/2° BEND 4 6 7 9 10 13 18 11 1/4' BEND 2 3 4 5 6 7 9 BRANCH OR TEE 39 56 75 91 108 107 154 DEAD ENDS 44 61 80 96 113 112 159 6" STANDARD HYDRANT 2 1/2" HOSE WITH 5 1/4" OPENING NOZZLES 0 0 CAP CHAINS BREAKABLE 0 0 = BARREL COUPLING ONE PUMPER OUTLET NOZZEL OR FLANGE ON STREET SIDE z = x FINISHED PROVIDE CONCRETE COLLAR to GRADE IN PAVED AND UNPAVED AREAS 18 ° X18 "X4" CONCRETE COLLAR WITH #4 REBAR CAST IRON BOX 5 '-0" MIN COVE DRAIN VALVE 6" MECHANICAL JOINT SHALL BE PLUGGED GATE VALVE 1 1 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 MEDALION AMERICAN DARLING B8413, OR THE MUELLER A -423. 2. THE ENTIRE ASSEMBLY SHALL BE PAINTED SHERWIN WILLIAMS SAFETY YELLOW. 3. GRIP RING RESTRAINTS MAY BE USED IN PLACE OF ALL THREAD RODS FIRE HYDRANT ASSEMBLY Straight U Branch & Curb Stop assembly with 7 1/2" spacing Ford Catalog No. U48 -43 1" Brass corporation Curb stop with stop meter coupling locking type Ford Catalog No. B13 -332W Tie service to a 2X4 PLAN I Edge of pavement Back of curb Right of way I Sidewalk ON SHUT OFF VALVES FLOW 0 0 0 0 0 0 0 Y TYPE RELIEF VALVE STRAINER DISCHARGE FINISH GRADE­ 12" MIN DISTANCE ............................ .......................... NOTES: 1. ASSEMBLY TO BE PRIMED AND FINISHED WITH 2 COATS OF BLACK ENAMEL. REDUCED PRESSURE PRINCIPLE 0 BACKFLOW PREVENTION ASSEMBLY NOTES: 1. INSTALL FULL LENGTH JOINTS WITH TOTAL NUMBER OF JOINTS EQUAL TO OR GREATER THAN SHOWN IN THE TABLE AND FOR THE TOTAL EQUIVALENT LENGTH REQUIRED. 2. WHERE TWO OR MORE FITTINGS ARE TOGETHER USE FITTINGS WHICH YIELD THE GREATEST NUMBER OF RESTRAINED JOINTS. 3. CONTRACTOR SHALL SUBMIT FOR REVIEW AND COMMENT, DRAWINGS FOR RESTRAINED JOINT SYSTEM. 0 ENGINEER APPROVED SHOP DRAWINGS TO BE SUBMITTED TO THE CITY. 4. RESTRAINING SEWER AND WATER MAIN SCHEDULES SHALL BE COMPLETED BY THE 0 ENGINEER, BASED ON ALL DESIGN CONSIDERATIONS INCLUDING BUT NOT LIMITED TO THE FOLLOWING: PIPE TYPE, SOIL BEARING CAPACITY, SOIL TYPE, DEPTH OF COVER, TEST PRESSURE, LAYING CONDITIONS, SAFETY FACTOR. B s rass corporation Water service line Blue 1" ASTM D2737 Iop PE3408 Tubing 45° Max PROFILE NOTES: 1. Meter and meter box furnished by the city of Winter Springs 2. Service lines crossing under pavement shall be encased in 2" PVC pipe 3. For single service use 1" tubing with a 1" pack joint by 3/4" meter coupling Ford catalog No. B43 -342W CITY OF WINTER SPRINGS Potable Water Service Line Revised 8 - 28 -98 MADDEN CML ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 a '^ 0 V, a_ 0 IL W G J W Q o Q 0 0 i W Ir Ir o N Z z_ O 0 W o U O _J p rn Q a Z z z 0 W U � o in ° o r ` � w z w z w s ly a < z (D z W o 0 w > a z a z W U U) O o as N 5 5 W o: m W o F- o 0 0 JOB g 08017 a DATE: 04/22/10 0 SCALE: N.T.S. m DESIGNED BY IAN DRAWN BY: IAN APPROVED BY: DEG j i w m 0 CD -1 0 2" REDUCED PRESSURE BACKFL ❑W PREVENTER, \ \ n \i �. • _ ..\ \ \n\ \n ' AA VV r COILED TRACING WIRE E3E3E3E3E3E3E3E3E3 E3 E3 tttttttttttttttttt tttttttttt tttttttttt tttttttttt�tttttt tttttttttttttt tttttttt��tt un RE AWMED nu �tt SEwER nN P W A R tt 2" WATER METER I I ( TYPICAL) B3B3%3Y3E3%3unn E8E383%3nnn E%E3E3E3Nnn mmunumunn tttttttttt tttttttttt RECLAIMED WATER SEWER POTABLE WATER I � 1 2" GALVANIZED T TO BE DETERMINED TO BE DETERMINED TO BE DETERMINED 12 MINIMUM PIPE _ �; � TAPE TYPICAL VALVE BOX COVER DETAILS SET TOP OF VALVE BOX TO FINISHED GRADE TAPE 14 THHN SOLID COPPER �f 3" CLEAR EXTENSION STEM WITH - 2" SQ. WRENCH NUT 2" CORP. 2 CORP, TRACING WIRE GENERAL NOTES: AND UPPER GUIDE 4 `�" 18 "x18 "x4" CONCRETE REQUIRED FOR MORE THAN 4' DEPTH COLLAR WITH #4 REBAR STOPS STOP 1. PIPE LINE TRACING WIRE IS TO BE 3. ON DEAD END MAINS THE TRACING WIRE ADJUSTABLE ? INSTALLED ON ALL POTABLE WER SHALL BE PLACED IN A PROPERLY (DENT- AT IFIED PVC VALVE BOX AT THE END OF RECLAIMED WATER AND SEWER THE RUN. BOX SHALL NOT VALVE BOX REST ON VALVE (CAST IRON) OR PIPE M FORCE MAINS. 2 SYSTEMS - TRACING WIRE SHALL ALLOW TRACABILITY 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 MECHANICAL JOINT VALVE (TYPE GATE VALVE AS SPECIFIED) TYPICAL VALVE AND VALVE BOX DETAIL CITY OF WINTER SPRINGS GRADE AT EACH INTERVAL AND SHALL BE EASY ACCESSIBILITY. Y, IN A VALVE BOX FOR EASY WS VALVE, VALVE BOX AND COVER DE AIL 6 -9 -00 DT TEMPORARY BYPASS TRACING WIRE CONNECTION "DOWNSTREAM" AS REQUIRED LOT LINE TRANSITE COLLAR ENCASED IN NON- SHRINK GROUT NOTES: 1. ARTERIA x z Y" BRANCH WITH SPU if) r7 30' CURVE FLUSH WITH MANHOLE WALL PRECAST OLE RING AND COVER SERIES 170-13J. HEAVY DUTY LOAD RATING. COVER WEIGHT 217 #, TOTAL WEIGHT 372 #. SAN ITARY SEWER 2. RESIDENTIAL ROADWAYS- - WALL PVC MANHOLE INVERT DIP USF RING AND COVER SERIES 170 -J. HEAVY DUTY LOAD RATING. COVER 150 #, TOTAL WEIGHT 305 #. 6 ° X 4' DOUBLE WYE WITH 61 CLEAN OUT INSTALLED TO 3' SEWER MAIN ABOVE GROU ND SURFACE SIZE VARIES RAISED 1 1 /O LETTERS T FLUSH WITH TO P OF COVER LABELED SANITARY OR STORM AS APPLICABLE PLAN Clean Out is to 3 MIN. be placed at GROUND LEVEL ground level after TV inspection & FORCEMAIN CONNECTION MANHOLE WALL TEE 1/2 PIPE DIA BRICK AND INFLUENT MORTAR DAM SEWER �23 3/4 ° 1/4 MANHOLE COVER TYPE BJ acceptance by the utility department. 6 MINIMUM 6y CONCRETE ENCASEMENT INLET CONNECTION OF VERTICAL PIPE AS REQUIRED DROP PIPE MANHOLE INVERT 2� 90° BEND - 23 3/4" �1 1/4" SHELF TO BE INTEGRAL DROP CONNECTION WITH PRE -CAST BASE MANHOLE COVER TYPE J SEWER MAIN SIZE VARIES PRECAST MANHOLE WALL STAINLESS STELL PIPE CLAMP STAINLESS STEEL BOUND NOTES: FILL WITH GROUT- 22 1/4" IN NOTE: SERVICE CONNECTION DETAILS PVC OR 1. PENETRATION TO EXISTING MANHOLES SHALL BE CORE MANHOLE INVERT DIP RESILIENT SHOWN IS FOR A DOUBLE PVC SERVICE A SINGLE WYE WOULD PROFILE BE USED FOR A SINGLE SERVICE BORED CONNECTOR 2. OUTSIDE DROP CONNECTION SHALL BE REQUIRED WHENEVER AN IN FLUENT LOC ATED TYPICAL CONNECTION X 24 1/2 " 30 1/4" WSS001 11 -17 -97 CITY OF WINTER SPRINGS TWO FEET OR MORE ABOVE MAIN INVERT CHANNEL USF 170 MANHOLE RING TYPICAL SEWER CONNECTION W.S. Detail 6 -9 -00 Q TYPICAL MANHOLE CONNECTIONS MANHOLE FRAME 8c COVER MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629 -8330 Q 0 C 0 w W vJ J W CL 0 Q LL Y J Q N o a Z z z_ O 0 w o V 0 J m Y m" Q o E a a � o �j Z o z z z O w U 0 ° o � m � d z Lq z w o_ o 0 < z a z � U Z < 0 o w > z Q V � � K z W <) as 10 LD 0 w o: w o Q N 8 D oN17_ fD _Wmo � 0 JOB # 08017 DATE: 04/22/10 S SCALE: N.T.S. 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L . ... ...... .. .. --- --- —--- ---- --- ---- ---- --— ---— ---- --- ---- --- ---- —--- --- ---- ---- --- ---- ---— — — — --- --- —--- — —— --- ---- tr — — — — — — — — — — — — — — — — a a a a i a 1"v GRAPHIC SCALE 0 20 40 80 ISO IN FEET ) 1 inch = 40 ft T A Or B Fence Not Bales to be staked at the direction of the En ..... Sag P la ced B Shovel And Anchor Bale, With 2- 2"x2" x4! 50' On Centers T St."' Per Sale. As Require CENTER TRUNCATED DOMES RADIUS OF BEHIND BACK OF CURB Li cted Alon Upstream Compacted Face Of Bales. 0 -A SYNTHETIC BALES BACKED BY FENCE Anchor Bales With 2 - 2- 2- pr.n Curb Gutte ldk Ditch Ditch Curb & Gutter 6' OR 10'/3\ 5' CONCRETE Ir I I SIDEWALK a, �O l End, Stakes Per Bale. '%1INE10V k, Said Sad 0 M � I 11 Slope PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET ELEVATION TO BE USED AT SELECTED SITES WHERE THE PROTECTION AROUND INLETS OR SIMILAR STRUCTURES NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE USING SMETIC BALES 6. 24* WHITE THERMO- in BACKGRWND Lo ose Soil Placed B Shovel And Li PLAN Compacted Alon Upstream Ed Of Bales. Anchor Bale. With 2 2" x 2" 4' Stakes Per Bale. Flo, PLASTIC STOP BAR YM17E LETIERS -4 1 2;�� T--i. Min. Recommended Bales To But -.,,._ Anchor Bales With 2 - 2" x 2' x Optional Post Po.iti­�Prirciple Past Position Stakes Per Bale. Past 'O 4" 1 (Canted 20, Toward Flow) I.. D � St.. .5 247 M ad; Filter Fabric (in 1. Lb u1 S 0 ELEVATION Spacin Bale barriers for paved ditches should be spaced in accordance with Chart.], Sheet 1 of 3, Index No. 102 PLAN Loose Soil Placed B Shovel And Lightly 6' Max. Conformance With Co mpacted Alon The Upstream Edge Of Bales. 985 FD.T Filter F a b r i c Fill Slope DOUBLE YELLOW BARRIER FOR PAVED DITCH ELEVATION TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE SECTION PER MUTCD 29-4 (RI-1) 30* HIGH INTENSITY STOP SIGN Woven Filter Fabric In Absence Of Established Grass (Approx. 12' x 12'). Secure Ed B Entrenchin And Shall Meet The Re Of Sand Bag Extend Under Bu and Bales. Fabric Section 985 Of The Standard 7 Specification Of Fabric To Be a ' 5 Min. Included InContract Unit Price Min For Baled Synthetic Ha Or Straw, TN_ ELEVATION BARRIERS FOR FILL SLOPES Note: Slit Fence to be paid for under the contract unit price for Staked Silt Fence (LIF). TYPE III SILT FENCE AT S.R. 434 AND AT TOWNHOUSE ROAD 2e ENGINEERING GRADE STOP SIGN FOR INTERNAL SIGNANGE N LI A I FJW� SHALL E HAVL A I PL I ILE J;Uk ELL KEN-' LANEINUS 5\ ALL STOP SIGNS AND STRUT SIGNS ('0 tNtNL LHI' - 'UL R V(Y�, SHALL H�,VL (, I (,C I tL- SLJ-�- ELL 36' WILL BE MOUNTED ON BRANDON E \,IB_ B0\'DER_NC THE V,11---ULAR "y TA_-TEEE S A__ INDUSTRIES DECORATIVE SIGN POSTS RLCT I IEET DT-3 BE --ONS- EJ AS S I WN IN EE Tj IN (SMOOTH POLE) OR EQUAL AS APPROVED BY THE CITY OF WINTER L I, ly Loose So" PI .. d Compacted Loose Soil Placed B Shovel And Li Loose Sall Pl aced cl B Along The Upstream d Compacted Alon The Of E.Isw� Shovel And Lightly Lightly Upstream Ed Of Bales. /'=�\STOP SIGN, BAR AND CROSSWALK A5 \,�N.T.S. SPRINGS. PLAN PLAN Rail -Post 71t now 4W 1.,n R..om.e e I T � d VARIES 6- 3/4"R 6 Ancho r w s Lower Bale With 2 2" x 2' x 4' Stake. Per Bale. Anchor Top Bales To Lower Bales With 2 2" 2" x e Stakes Per Bole. Anchor Bales With 2 2" 2' x W Stakes ELEVATION ELEVATION Application and Spacin The use of T I & 11 bale barriers shou be limited to the !I Note: Spacin for T III Fence to be in Per Bale \0* accordance with Chart 1, Sheet 1 of 3 and ditch installations at draina structures Sheet 2 of 3. T III Sit Fence Protection T III Slit Fence 4" THICK .and rs outlined in Chart 1, Sheet 1 of 3, Index No. 102 T III Silt Fence Around Ditch Bottom Inlets. TYPE K TYPE X Do not deplo in a manner that slit fences will act as a dam across permanent flowin watercourses. Silt fences are to be used at upland locations and turbidit barriers BARRIER FOR UNPAVED DITCHES used at permanent bodies of water. NOTES:- r102*�\ BALED SYTHETIC HAY BARRIERS AND SILT FENCES SILT FENCE APPLICATIONS 1- SYNTHETIC HAY BALES, SOCK DRAIN FILTERS AND EROSION CONTROL FABRIC CAN BE USED TO PROTECT INLETS. N.T.S. 2. HAY OR STRAW BALES ARE PROHIBITED. CONCRETE WALK AT 3,000 S.I.; WOOD FLOAT FINISH SAW CUT CON TRA MI T10N JOINTS 5'O. EXPANSION AT JOINT COMPACTED SUBGRADE AT 20"O.C. MIN. f 9�07CONCRETE WALK N.T.S. 6 12" STABILIZED SUBGRADE TO 95% MAX. DENSITY PER AASHTO T-180 f '9j'4l CURB DETAIL 0 NOTES: I­__ 1. A WELL SHALL BE USED FOR AUGMENTATION OF THE POND TO MAINTAIN BRICK PAVERS 6 ^ PAVEMENT < THE NORMAL WATER LEVEL CO [if :2 2. PUMP INTAKE ELEVATION SHALL BE 3' BELOW WATER SURFACE, MINIMUM Of Ld WATER DEPTH REQUIRED SHALL BE 4.5'. 0 >_ 3. SEE IRRIGATION PLANS FOR REUSE PUMP TYPE, AND DETAILS. I--(n CHECK VALVE CONTROL REUSE 24" 12" 12" 12" 12" n n BASE 7-. RXz7 / ". TYP 9 .1 PAVEMENT / . . . .. .. .. . . . . . . . . AS COMPACTED SUB GRAD EASE ° 'BASE COMPACTED SUBGRADE N.T.S. 6 . 4 THICK 2" 12" 6' 1 6" 12" 2" R R PAVEMENT B- PANEL WELL PUMP rnM A 111=1:r T TE WALK P CONCRETE \ /6C. .�UBI R PAC N 7 3'1d�MODIFIED VALLEY GUTTER N.T.S. 3 CONCRETE RIBBON CURB /3ooR WOOD FLOAT FINISH SAW CUT CONTRACTION AT JOINTS AT 5 ' O.C. MIN EXPANSION JOINT 20"O.C. MIN. To 9 MPACTED SL Dj 5% MAX. EN D PER AASHTO T-180 '�STANDARD REUSE POND FLOAT AUTOMATIC VALVE N.T.S. / '9o4 WALK & CURB "NCONC N.T.S. t3oo-F CURB AND GUTTER N.T.S. OPENS AT POND ELEV. 32.00 CLOSES AT POND ELEV. 33.00 VALVE TO BE CLOSED UNLESS IRRIGATION PUMP IS RUNNING. REUSE POND CONTROL ELEVATIONS IRRIGATION PUMP ON ELEV-33.00 WELL / REUSE AUGMENTATION VALVE CLOSED IRRIGATION PUMP OFF ELEV-32.00 WELL REUSE AUGMENTATION VALVE OPEN ELEV. INVERT OF PUMP INTAKE OFFSITE 25' UPLAND TIE IN SLOPE MIN 10 MIN 10' WETLAND BUFFER VARIES BERM SOD VARIES SOD BERM 8" x 18" CURB ELEV. 37.65 8" x 18" CURB 37.0-\ 37.0 EXISTING GROUND 37. / 1-ELEV. 37.65 37.0 To 100 YR. D.H.W. - 36.67 PO ND SIDE SLOPES � 25YR. D.H.W. = 36.47 4 L BE SODDED TO N.W.L 10 YR. D.H.W. - 36.20 MEAN---35 +0-- 3 -2rTMAX) N.W.L. 33.00 4 (MAX) 5' 1 18' 18' VERTICAL CURB ............... ..... 5% ............................... ........................ .............................. ........... . 1.5" S-3 ASPHALT .... . ............. 5% .... . . ....... . . . . . . . . . . . . ................... . . . . . . . . . . ...... ..... ................................... ...................... ............ .......... .............. .... -------------------------------- . SUBGRADE--�[-- EXTENDS 6" ............ . ......... ............. . . . . . . . . . ...... 9" q0II CEMENT BASE 300 PSI, OR, 1 1 30.0 2 BOTTOM = 25.0 2 BEYOND CURB 12" COMPACTED SUBGRADE COMPACT TO 98% MAXIMUM AS DETERMINED BY AASHTO 6" CRUSHED CONCRETE BASE COMPACTED TO 98% MAX. DENSITY PER AASHTO T-180 97% PASSING 2-1/2 DENSITY INCH SIEVE; MIN. LEIR 100 T-180 NOTE: SCHEMATIC IS FOR INFORMATIONAL PURPOSED ONLY (REUSE PUMP AND CONTROLS TO BE DESIGNED BY OTHERS) 903 D201 TYPICAL WET DETENTION POND SECTION N \TYPICAL PARKING SECTION - N.T.S. MADDEN CML ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 ( 407 ) 629-8330 0 W Z CL 0 o < F 0 W a� Z to 0 Z Q' z 0 3 I­ 0 , I _j an < < a_ a- z 0 o an LO W z 0 0 [If < z 0 LL: fy 2 > < E asa 0 0 Of 15 H T F-- < oTNIh� LO T, :5 JOB # 08017 DATE: 04/22/10 SCALE: N.T.S. DESIGNED BY 'AN 0 DRAWN BY: IAN APPROVED By . DEG > 0 DT-1 TI slab RdIfIrell Sup P l em entd Bar A Or B I T A Or 8 Risax­� I AT TOP SLAB T A Or B RI- 2 Additional Ga. A ( Be. A Short IT ­1 H optional Sh ear K Sea Section B. 0 5' 0. C. Perpendicular (2 Lap SPIlce. 1-.d) wall Ral.fmlin Pe f 2 Bass 34 S � a ulcr Bars A #5 Hoop Bar t Shear Ke SHORT-WAY -.1 -4 Hoop Bar _1 (S ti- L - NOTE. VriU ... 1, shear ke dlmdrai EDULE SLAB 2 Additiand Ban B-- - I SCH 0 5' Max. Mo.. 0. C. E.chr< .11 be permitted subject to Me DEM L I Si Of 6parkg En a pproval. 2-- 7' Each Reference Axis Si 'an To ' - - - -11 Bare 10' Dr. sm e_4n dAl I Addi An 45 1- Gore A T 05, 29 B 0 5" 0. C. C She Placed " I n Gore a L-� %t �7,r Key 29 -40' !1 Parallel Gore 5 (Sea Sectio (Sea Seat] % TOP SLAB REINFORCING STEEL DIAGRAM TOP SLAB REINFORCING STEEL DIAGRAM Bottom Slab Rainforc in 1 ATE1. SLAB 1 1@9 1 SIM 4r-MUNUM111111111111i it 116: " I ' 19" . C .0 SLAB TO WALL DETAILS FOR PRECAST ALTERNATE 29'-40' 2 1 D 62 - 6 1 SLAB DESIGNS SQUARE AND RECTANGULAR STRUCTURES ALL SLABS 8 7HIgC - RENFORgNG PARALLEL TO SFIORT WAY AND LONG WA :::� LONG -WAY SHORT-WAY LONG -WAY SHORT-WAY WAY - SLAB SLAB SLAB SM EDULE � DEPTH SCHEDULE SCHEDU SCHEDULE SCHEDU OEM DEPTH I � SM wit Mile Mile 105'-40* B D D D D 3 1 4 C a - 'a 4, . 0 C 3- C 3' C 14' B 1 14! 4!1 9' 1 t 14*1 21' C 1 IV, 21' C ir� 17' 9 1 D 251 17 , al D 21'� 28' D 21-, 28' I 1 2.' 40' F I =FF I 31._4D' am 017 SIM Inv D _::::�_5 1 2 - r 3-1 4! 3' 3 -40' C C C 47 D 1 .;71 ' 2' 1 -- IS 1 4'- 1.- Ei 18 C le, .4 1 15­� 211 1 1.1 U SLAB DESIGNS - ROUND STRUCTURES REINFORCING SLAB I SLAB CING DE PTH THICOESS S %H& Elm e_r 20.5-40 C Ill Ir-W 3 -4 0 12� BW - = A I ¢ -0 ° Came. Far Rectan 2 -Extra -Extra M �` Each Sid, d B A . - 6 Gore Above Xi 0 12" O.C. Each wa ob V-6- (T 04 0 12" BW Z d 1 Exas 22 AR To= Mound! $m X18' X18' V; I" B . C R ect an g ul a r lr. Risen) B C ; _�P_1 2 mg 3 9­4 Ti- 0 12 D.C. Robot- 4 Bar. A. Re L, (See Section) *4 F TI.4 12" D.C. To Maintain Cover 19, zb�l _ Reinfor -5 Pe 28 � 38 1 D R .nt 38-40 F op se T 1. dnf... g m %;in� 't . Ill Horizontal Wall Reinforcin in S. -(See Table) in R.,._,c _an, ■ 114�1 T& I C 9 i2 16- 24�1 1 F SIM Gig! C 9', 28' C 4!� 7' a 28 � 39 0_ 7- 16' 1 C 3EV-410 F 2T D 23-40' 1 F '0.w� V 1 C 3' 2 C V C 1 20 '1 D - 1 21" 30­1 D D 25 1 32 F I W-40 I F 29 -Q gm 91V F 32 -40 G 1 3 D 1 1 T 4!1 16' B 14, zurl zu I D 1 16'� 23' C 20 26 1 E 20 26'1 1 23', 32' D_ 2� I �_40 F D WALL DESIGNS RECTANGULAR STRUCTURE 18`1 VERTICAL REINFORCING REINFORMI C B 8 18" 8 D 1 C Be, A- Go, 11 ALTERNATE A SECTION A-A NOM- Men the inside diameter of a round structure I. Man lar than the In M V 2 - 31V D m'.'ca 1 I Wall Reinforcin Wall Rai A am 1 44 3�-40 I F SECTION C-C ALTERNATE 8 Iii Ill SECTION B-B SPECIAL TOP SLAB* 20 3 '_ 1 C NOTE. Provide extra reinforcin each aide of each p. 3 lr < C 1 4' 3" to half the 14'1 21'1 1 -40' 21'1 27" E 29 1 7-40 @ 'A'r 20.5. C 20.5- 3' E B 3' 4! 1 D 22 1 3 15'1 1 8 � 2T I C 1 27', 371 D WALL I ' I SCHEDULE WALL "MULE 3T-40 E DEPTH DEPTH 20 E sm t­_r 3' 4' .1.17-40' A .1.1 16'1 30', 3 a" E 3 3T-,KY G V Sam W-W 1, 1 C 1 D 1 W 1 0 not more -6' openin at maximum spacin e area of vertical the riser ar top slab, Me to; of Me structure .Infrcm.nt removed b the openin and pr.Ad. the 21 . 39* 1 D ? r S deer shall be constructed accordin to the e area ant b.. each openin at 3" 39'-40' F maximum af minfamom I pedal Top Slab" deal. an this shell. pacin as removed b the openin am one GENERAL NOTES 20.5 3 a, ' 1. Stance structure bottoms 4!-0" diameter and smaller (Alt. A) andiIV-Structure bottom, m,y.b.,.-d kdca" O Nr, d tin with curb Inlet 10 The c omer r filets shown am n- "or s tructures .­,1 with circular 8. IT I squom s top, T 1. 2. 3, 4 . . . . an , an a n y m,nh,l, o, Z 23* ambia 9. "'or 'Fai rise, inlet and Wet (A IL am desi T P. Lar standard structure bottom oth tn� n tic. unlawleam and I nle t throats and ... I " Of the'l, =tng.1!. of the All Et . when -'10 are desi T J. Risers or. permitted for .11 structure.. Man in the plans or other standard drawin A 8 sVotre throats. Rilets 111 be re in li 23 F 'ted bottom. ma y used in a ar t.L n ft, ou�i 1.1-t T 7 a' w ith the Alt. A box. Each Met h.11 be reinforced wft1,a2- 5 bars. 2. Wall. of circular sh-turs. (Altannoth, A) constructed in place ma be an ditch inlet n ase I.. An _ n Me Ypp� n. or other standard of non - reinforced concrete or brick or reinforced concrete. Precast naldroy"ngli. 11. Inlet threats, rise, or m.M.I. top. h.11 be secured to b,uat.- as shown an Sim Ill (Alternate B) be 21- 33 -40 16 221 D 1 22'1 2W E I 28-40' G sm its k 39 1 q -0.5 < E C I I 8@.: 711V 3* E 1 1 6, 22'1 22', 28' E 1 1 28' -40' 1 (3 11.11-411 1 A 11.17-40 B > < E 3 " 'V D Zl-17-40' A Z1.1 33 8 IT I C 17� 23 Ir 23', 29' E ZMT-40' A 11-17 29-40' G -40" 1 C I k 3 E sm 71-111" Jr l I 33'- 440' 1 r G I Sam Ilf-ca .5 :< ! 6 C 6'< 11 1 T D 11" 1 10 E 2 E -40 2 23 G >9@ Ir 11. 2' C n recta structures shall constructed of reinforced Ind. N. 201. c oncr to o 1, 7. Rectan atin,ot.m. ma be related as directed b the En in order �� I G� � t 3. W as o fildlit connections between Me st uctum a.11. and at.- .-.r pip... 5 1 17 1 Wall thickness reinfor cement am far either reinforced cxat-in-pl. 1 a.h Structure' with depth. over 14! are to be ch-k.d far fl.atti.n b desi of 17" 23* 1 D con crete units except that precast cimlor uni ( ts ma be furnioheal project draina 23 -40 F a C- up " dia Zt1i'moos accord has with either A.S.T.M. 478 to . 4 when ACI hacks am specificall re embedment hooks I. the mofied aham the ailliptIcal sta or A.S.T.M. C_7' * a," -­ B wall, di a- I. placed in the enter one -third of the ..11. and bottom dabs ma be replaced With strai embedments or periphilrolUnits lar than specified standard ma be substituted at the contractor. option reinforcement in accordance With the reinforcement dialog shown under when these Will at cause or increass the severit of utilit conflict. Such p " me, 4. Top ..d floor lab thick.se. and reinforcement am far precast and _ T ? t abarStrbi g ht End Embedment Or Pan h 1 Reinforce art In Li of ACI lar units shall be flum had at no additional =at to the Deportment. Larger and . rd Hoak. Far Top And Bolt- Slab., Max No. 201. Sheet 3 of 6. Alternate A units a. pl.c. c miction. Top and floor labs shall be of Class -- , It, n,t Alternate B unit, without approval of Me C_crx. a Conc as eified in A.S.T.M. C-476 (4000 pd) ma be En This note ppl to this Ind.. only. used In lieu of pass spand c Class -- concrete In p p tpmfs PctMPdit, rm,hn:,I bars � . cc- unless M.rwri- shown Hori zonta l 1. Slab reinforcement in plant. which are under the 'Standard Oparatin bar inspection '_ else in rectan shall be lapped a minimum of 24 clambilial m,,hd, and j unction be, tape, far frames and caveni, and. far supplementar Of at draina products at comers. details me Index No. 201. 2. Slab depth I. measured! 5. All reinforcement h.11 be AS.TM. A615. aired. 60 or 65 KSI aided alm fabric, either maxi or d.famned! 3. wall desi depth to Me top of Me 4. wall hei is the D 3 �l .17-40' 1 A 17 151 B 1 1 1 18' 1 I I 1 181 2� D I E 24' < 32' E SM 9-111" I G 1 32-4 kl-17'-4V A ZI.17k Il'i a 1 1 S - D A I CING SCHEDULE 2V'_ REINFORCING I F GENERAL NOTES WAIIIE 0 WIM SM 1111i is appropriate for top, Intermediate, and bottom slabs. Z1.2117 -40' A 1 7 151 C a on I. Filkill *am finished g b 2 /ft 5 ' g rade to top of lab. I 22 -40 F A 0.20 1. assured to the top of Me bell- slab for box.. and 8 0.24 intermediate slab for risers. C 0.37 D 0.53 distance between top of lower slab to bottom of u pper s t E 0.73 F 1.06 G 1.45 I'_ D L f E 20 r, 1 11 G 420o STRUCTURE BOTTOMS TYPE J AND P \, t. NOTES (FRAMES. AND COVER) 2-#8 Bar. efffl The 1. e 212 lb. cover is to be used for all frames T and t. the 2 -Piece Cover, and is the rbIa - r . all for previous frames ll�p _FT_FT_KTLP 2- Bars Min with if deep seats ( traffic t a 185 lb over (non- V1 I traffic t 1984 Roadwa and e Traffic Desi Standards Index -8" Max. Tor & Groove No. 201, is the replacement cover f "" h Joint To Match deep seats. Installation of from. . ;khexistingpfr deep t: tH not - - - - - - - - Riser RRiser permitted. The 185 lb. covers are to be placed in exis 3'-6" Or 4! Did deep seated fram onl when specificall called for in the All Reinforcement No. 6 Bars P Ions or as specificall directed b the Engineer. v� O Except 6- Bars Shown. Bars Spaced ® 6" Cent m Both PRECAST CONCENTRIC CONE 2'-4' 2• j � . 11" 2" 1/4° FIBERGLASS SKIMMER __� r �21 B SKIMMERS INC. OR BY 02 APPROVED EQUAL T r- F�R a 2*-0' 12" --e- 4H' I TYPE C 2' BRACKET /Z C y Except Middle Bears S h.wn Ways Centers. All Bar. with Standard Hooks Canted Approx. 2-#8 So 45'. Or E bedded In Accordance rs With The Embedded Reinforcement NOTES (TOPS) Detail Shown Under Optional TOP MEW 1 Manhole top T 7 slabs shall be of Class oncrete. Cot a -478 ma be used for REINFORCEMENT PLAN Construction Joints, Sheet . ano c No . 3 f 6. Except All # 8 Bars C oncrete as specified in ASTMI C ACI n n C Or 8� Note r See 2 1 DI.. 71 -0 " Approx. Wei 235 Lbs. (STANDARD) CAST IRON GRATE PLAN Cli ps Permitted ip Fra me On -0" Frame Frame TOP MEW 2'-0" Or 3'-0" And # 6 Bare Around Manhole precast units; me General Note No. 3. 1 Openin Shall Be Hooked. 2' _O" Or 3' _O" 2. Manhole top T 7 slabs ma be of cost-in-place or P Th recast construction. e optional ke is for precast t'P, and In lieu of dowels. Frame and slab openin are to f when top is used over a j unction box. Frames can be ad with from one to six courses of brick. 3. Manhole 8 ° Far e T 8 ma be of cast-in-place or precast S-13" & 4� Di.. c o ncre te 1J 0 U.-I Ke 10° For 6' & 7' Did. to construction or brick construction. For concrete co nstruction, the concrete and steel reinforcement shall be the same as the supportin wall unit. An eccentric r A�7. '3'_6 Or 4' Di BRICK OR CONCRETE 2� Min 2 B" Ton & Groove Joint To Match Riser Riser, 3'-6- Or 4' Dil. 2' 3 5 3,-4" i - Of Grote G r a te � I�E Bolt to w il I I u, See Index 201 re t;;4� B.. 0 10 Draft Of Thickri cohl, ma be used. Structure Wall 4. Manhole tops shall be secured to structures b optional I 4�-om s' n" 7* n" Do. PRECAST ECCENTRIC CONE TYPE C HALF SECTION CAST IRON GRATES 12° Ctrs- Strai Bars 2"X SECTION SECTION WALL SECTION SECTION construction j oints as shown on Sheet 3 of 6. SECTION TYPE - TYPE NN 7-T (TRAFFIC) (H-20) TYPE 8 Reticuline Bars lJNx X Bands 14�x iff TYPE C Approx. Wei 100 LID.. Recommended Maximum Pipe Size: For Manholes F71 For Curb Inlets T 1, 2, 3, 4 14�= MANHOLE T Location 6 For -ttorn Sic out Pic -Up S unni p H.I. 0 1 un 2 Wi 1 t-1+ t7L� --------- ------------- I N.-Skid Surf. t 1 1 . �-Ribs L MANHOLES TOPS 2' -0" Wall -18° STEEL GRATE 3'-1' ii Pipe 1/4- FIBERGLASS SKIMMER BY SKIMMERS INC. OR BY AP PROVED EQUAL TOP OF SKIMMER EL. = 36.75 4'-5- 3'-4" -1 2" 12" _12" 12'�­ Grata-, TOP OF WEIR EL 36.25 A24 2 Grote- 24" 12' " WEIR EL = 35-25 MOUND DIRT OVER OUTFALL PIPE TO 5- PROVIDED 6" MIN- COVER 15" WEIR INV EL = 34.00 �� 6" ( Optional ) TOP MEW E_ SECTION Dia. Varies 4'Par Ft. trout - I BOTTOM OF SKIMMER 33.50 x 4 TOP MEW 2'_O' Or 3' -0. COVER FOR ALL FRAMES WEIGHT OF CASTINGS Note: Grout to consist of 3:1 S and - Cement Mixture EXCLUDED BY SPECIAL or an Class Concrete. 2' OPENING 3! OPENING J'G.1-hl Hardware 0 14 1 ALL STRUCTURES UN CIAL DETAIL A Is 2 2l: 1 FOR A Ribs From F Co" From 2-Piece Cover No. 4 Coors ( optional DRAINAGE STRUCTURE INVERT T Fr ame d, Cover I Rin Total Filter Fabric (Sit 24" HOPE OUTFALL 24" HDPE INV. EL 31.00 r, GROUT EL 29.00 GR OUT 24' HOPE 111111 P, WALL SECTION SECTION TYPE For Curb Inlets T 7 & 8 126 Lb.. 212 Lbs. 220 Lb.. 212 Lbs. 250 Lbs. 4.62 Los. NOTE: Sump bottom appropriate for all manhole and inlet t ry 134 Lbs. 212 Lb.. 260 Lb. 212 Lbs. 250 Lbs. 462 Lbs. Co st for sump bottom to be included in the contract unit --- 98 Lbe - 212 Lbs. 220 Lbs 212 Lb.. 250 Lb. price for inlet or manhole- - - !L2� SUMP BOTTOM BOTTOM MEW /201 \SUPPLEMENTARY DETAILS FOR MANHOLES AND INLETS -"' N.T. N.T.S. SECTION SECTION TYPE C TYPE C FDOT MODIFIED TYPE "C" INLET CONTROL STRUCTURE CS-1 N.T.S. CAST IRON FRAMES MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 ( 407 ) 629-8330 0 co LU < Z a- 0- 0 F: LL W a- Z U, 0 Z of Ld Z 3: O L_ 0 _J ca C. 2, 0 0 Z Z W 0 C) an o Z a- 0 CD < Z q, 0 0 0 0 > CD 1W Z 0 > ad 0 JOB # 08017 DATE: 04/22/1 SCALE: N.T.S. ca DESIGNED BY- 'AN DRAWN BY: IAN APPROVED BY- DFG Z 0 DT-2 � 000 PSI CONCRETE W/ 3/8° 12 C. C 1% 1% - 5' CONC. FLUSH W/ HANDICAP PARKING WALK SIGN SPACE (FTP-25) ASPHALT 7) EOP 1.5 STR'L 1PIN . 2D' V/ 4" WHITE PARKING BY STRIPE (TYPO) /4 50:1 DISABLED (INTERIOR) V 11 J 0 0 0 0 NINE 3* RED REFLECTORS MOUNTED SYMMETRICALLY ON A 18" DIAMOND REFLECTORIZED RED PANEL 6' 6' 1 7DUMPSPT'ER PERMIT 4- ONLY t PR PR OFILE AREA PITCHED AWAY FROM PITCH U., AREA PITCHED DRAIN AREA SIZE VARIES WARD DRAIN F WITH THE SIZE OF THE (CENTERED) BOTTOM OF COMPACTOR 50:1 $100 FINE 5' 1 12' F.S. 318.18 12' NOTE (T P.) PARKING STALLS SHALL BE MARKED WITH WHITE 1328 N END OF ROADWAY MARKERS N.T.S. DUMPSTER B LUE PAINT PER FLORIDA ACCESSIBILITY CODE SECTION 4.6.1 12" IN LINE DRAIN USE CLEANOUT TOPS FOR CLEANOUTS PER ADS SPECIFICATIONS ADAPTER 0 JDAITER -8" ADS N-12 PIPE (NON-PERFORATED) L - - - - - - - - - - ENCLOSURE ___(L NOTE NOTE: (HANDICAP SIGN ONLY) 1. ACCESSIBILITY'. A) IN ACCORDANCE WITH THE FLORIDA ACCESSIBILITY CODE FOR BUILDING 1. ALL LETTERS SHALL BE BLACK AND SHALL CONSTRUCTION, 4.1.3 SECTION (1). DATED OCT. 1997 CONFORM TO FDOT "ROADWAY AND TRAFFIC AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH DESIGN STANDARDS". 4.3 SHALL CONNECT ACCESSIBLE BUILDING OR FACILITY ENTRANCES WITH ALL ACCESSIBLE 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED SPACES AND ELEMENTS WITHIN THE BUILDING (ENGINEERING GRADE) BLUE BACKGROUND WITH OR FACILITY. DOORS ACCESSING THE WHITE REFLECTORIZED LEGEND AND BORDER. BUILDING MUST BE DEPICTED ON SITE PLAN. RAMP DETAILS WITH SLOPE INFORMATION 3. BOTTOM PORTION OF SIGN SHALL HAVE A SHALL BE DEPI CTED ON SITE PLAN. REFLECTORIZED (ENGINEERING GRADE) WHITE B) THE LOCATION OF HANDICAPPED PARKING BACKGROUND WITH BLACK BORDER. STALLS, LOADING ZONES, SIDEWALKS AND RAMPS ON SITE SHALL MEET CHAPTER 4. ONE SIGN REQUIRED FOR EACH PARKING SPACE. 316.1955 OF THE FLORIDA ACCESSIBILITY CODE: RAMPS SHALL NOT EXCEED 12:1 SLOPES 5. HEIGHT OF SIGN SHALL BE 7' ABOVE GROUND PARKING SPACE AND AISLE SHALL NOT EXCEED IN ACCORDANCE WITH FOOT "ROADWAY AND TRAFFIC 50:1 CROSS-SLOPE. (TLO 11-16-96) 12-11-96 DESIGN STANDARDS". DIMENSION VARIES WITH SIZE OF COMPACTOR PLAN J ZZ' HANDICAP RAMP AND PARKING STALL DETAIL N. *ADS DENOTES ADVANCED DESIGN SYSTEMS, INC.(PIPE MANUFACTURER) * CONTRACTOR TO COORDINATE PLACEMENT OF ADS PIPE WITH ADS REPRESENTATIVE A 990 COMPACTOR PAD DRAIN DETAILS (R) , Ii N. ('985' ADS YARD DRAIN DETAIL STORMWATER MAITE ANCE ACCESS 00 1' -10" V -2" 1 3'- 11 A C I DIMENSIONS G AND QUANTITIES 1 M N 5 CON IE SLAB (SQ. YDS.) See Ge neral Note No. 3- See Sheet 5 Of 6 For 3" Slab Quantities Single I Pipe I Doubl Pip. Triple I Pipe Quad. Pipe Single Pipe b D oub le Pip. Triple Pipe r l' Quad. I Pipe I sin I Pipe I Doubl Pipe Pipe Pipe 15" 18" 2- 2 3-5- - 1- 97 2.06- 2.1 2 3: 4 4.1 4 71' 5.gj 2.06' 1.11' 3.56' 5' 6' 7' 1.22 .41' 1.73' 4.63 4�92' 5.50' 7. 7-75' 8.92' 10-58' 12.33' 13.42' 15-75' 1:21' 1.25' 0.38 0.44 0.54 0.58 0.65 0.83 0.77 0.87 1.12 096 1.09 1.42 21 22 24 24 25 2B 27 28 32 30 31 35 30 36" S -1 3 - - 6--o _ i- _ 2�5 - T.-34 I WO8 - T-21 8. 0 3' 5 9 8' 00' 2 Z24' 6.08' 6.67' Q 4 1.7 5 14,58' 16.83' 18.83' 21.92' '1 92 2 ' 1.33 0.66 0.81 1 .09 .38 1.50 1.95 1.91 2.51 26 28 31 34 35 39 40 45 2� -� :� SECTION AA S 2.1 lope 42" '18 -9 --9 -T-43 -9--33 9.55' -To 7-6 6.56' -T-56 10 11' 2-45' 2.65' 7.25' 7.83' 13.25' 14.58' 19.25' 21.33' 255.25' 25 28.08' 1.38' 1.42� 0.97 1.13 1.70 2.04 2.45 2.93 3.19 384 30 32 37 39 43 47 so 54 54" 60" 7'-8- 8-6- 2,52' 2.62' 9.4141� 10.56' 11.96* 13.18' 8.56' 9.56' 12' 14! 2-83' 3.00' 8.42' 9.00' 16.08' 17.50' 23.75' 26.00' 31 .42 34 .50 - 1'46' 1.50' 1.31 1.51 2.44 2.89 3.58 4.28 4.72 5.68 34 36 42 45 51 55 59 64 - -- ------- ---- -- ---- -- --- ---- ---- -- -- --- -- -- ---- - -- -- ---- ---- --- ------- ------------ --- ----- -- -- ------- - 6 V-15" _1011 l'-2" 66" 9'-2- 7 2.71' 2.27 11.65' 12.80' 4.D9 14.39' 15.60' 6.36' 10.56' 11.56' 4.03' 15' 16' 8 3.18' 3.30' 9.58' 10.16' 4.63 _ 18.75' 01--6 T 6 27.92 - 3 - -. TO 1 9.79 37�0� 08 40.16 12.37 1.54� 1.58' 1.68 1.89 3.25 3.74 4.84 5.59 1 6.43 7.45 38 40 48 51 58 62 68 73 S lope 4:1 24" 30" - 1-1-0 3'-5" 4' -3- - - T.-,36 2.53' 2.70' ' 5 ' 7.18' 9.25 7.48 ' _ 1,71_ .95 5.03 ' 7.03-A 9.03' 9 ' 11- 13' : 22 41 ' 1.73- 2-00' 4.92' 5.50- 550 6.08' 6 0 ' 7.75' 10.3 " 10.3 3 10.58! 1133- 1 233 45 14.58 13.42 ' 18.83 1.21 ' 1: 29 0.66 1.10 0.99 1.74 131 2 -39 : 165 3.05 25 31 28 36 31 41 35 40 6.25 Dimensions permitted to allow use of 8' standard pipe L 6.42" ' 01040'0 1010 Dimensions . permitted to allow use of 12' standard pip AO Concrete slab shall be deepened to form brid across crown of pipe. See sectio en len below. V -1 6' -0" 6--9 2.87 3,05' 11.31 1� 3.3 14.1 B' _T6 4-2 11.0 & 13.0,3 _ 15' 17' 2-24' 2-45' 6.67 6 7 7.25 72, d ` 11.7 5 1 'E 16.83 g 83 19.25 25 21.92 25.25 33' 8 1:12' 1.32 1.58 2.21 2.76 3.08 3.91 3.96 5.09 34 38 52 5 a 48; 7--8 3.22' 3.39' 15.43' 17 49' 18.65' 20.88' - 15.03' 17.03' 19' 21' 2-65' z 83' 7 TS3 4 8.42 45 16.0 21.33 2 23.75 2' 7' 28 08� 31.42' 1,46' 1.85 2.14 - 3.30 3.95 4.73 5.77 6.17 2. 2' 8 41 44 63 69 6D � 66" 9_ _2, TO --a 25 35 59423.01 1.-- 21.03 __23 25_ 27' 3.00' 3.1 "' - 3.30' 0a 9.58 g ". 10.16 1 0, 117.5 8.7 ..7, 2 0.16 s 26.00 2 27.92' 30.16' 450 37.08' 40.16' 1_54 1.58' 2.45 2-88 3.18 4.66 554 6.27 6f 8.18 9.36 9 07 10.84 12.4,5 47 49 52 8 85 ------- ------ 39.90 40.44 tF 40.16 3( --- 40* iC ) ...... -------- - EXISTING SEMINOLE 12' COUNTY TRAIL PROPOSED TRAIL BYPASS 7 5'-0" SECTION B8 6 1'-10" -2 2" R ,,-Bewled Or Round Comers -B.-I.d Or Round Comers u, Lo 3'- 6 SECTION CC /- - - - - -- -------- 33r - - - - -- - - - - - - - Future Curb An Cutter Construction A 49 20' R Or As Shown On Plans Exp. xp� Joint ti _ L L B concrete Slab, 3- Or 5jN Thick, 0 Reinforced With WWF 6x6-W1.4xW1.4 a TOP a MEW-SINGLE PIPE So" I.P. V , , �saf o".. S� "we S-� ": /X / A C Valley Curb And Gutter PLAIN utter 3. C Or5j Around O ut s ide - D . n Arou-, Ed Of Pipe For 5� Sleb 4 . A C,",r,t, Slab, 3 Or SIN ThIck.2_-_�' " S Re inforced With WWF 64-ffl.404.4 EXISTING 50' CROSS 1" S-1 ASPHALT ACCESS, UTILITY AND PEDESTRIAN EASEMENT (EASEMENT 7) TO POND BP TRAIL BYPASS. -- *'\VALLEY GUTTER DETAIL /3oov N.T.S. Concrete pip. Connect TOP MEW-MULTIPLE PIPE Soddle__�_ Side Ditch Grad ,� 1 ' # 4 B NOTE. See sheet 6 for details and notes. l e Joint 1 6" 1 1' Sad �1n The En in a 2 1 F A E I *Slope: 4:1 Miter. I PlF. pip 18" An S-11., "�MITERED 1: ar " Larger, N. 10" COMPACTED SUBGRADE COMPACTED TO 98% MAX. DENSITY Paid For As Pipe C.I-� For Mitered End Section) P . _____0__ 2: 1 Miter: 1: To I Pipe For Pipes 1 SECTION 1 For Pipes 24" And 18* And Smaller, f 272 END SECTION Larger. N.T.S. SECTION A-A MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 ( 407 ) 629-8330 W ru �E qW1% Z (L 0 < 0 LL ■ CL Z a- 0 Z LLJ z O 3: 1- 0 _j an of < C. Z 0 LLJ o z z < z 0 o > 0 V) z E 0 '2 0 ' 5; I 1 1116 V ffCl `11 r 0- uS 0 JOB # 08017 a DATE: 04/22/10 SCALE: N.T.S. ca DESIGNED BY-- IAN DRAWN BY:- IAN APPROVED BY: DFG > DT-3 4'-6- F 3'-0" 8" a 8" S-6- 8 . Unless Otherwise M Unless Otherwise Shown On Plans .j Shown On Plans NOTE: Alt. B Structure Bottom Onl See Detail No. 200 STRUCTURE BOTTOM FOR INLET TYPE E t 23 2 E - "�F.D.O.T. TYPE E INLET ' N.T.S. 24. 21' 8. 8' PLAN Grate 2" Cl. { Eye Bolts See Index 201 SECTI ON TYPE E Recommended Maximum Pipe Size: 3'-0 Wall-24: P ipe 4'-6 W.11-42 Pipe GENERAL NOTES 1. These inlets are suitable for bic and pedestrian areas and am to be used in ditches, ! medians and other areas sub to infre traffic loadin but are not to be placed in areas subject to an heav wheel loads. 2. Inlets subject to minimal debris should be constructed without slots. Where debris is P inlets should be constructed with slots. Slotted inlets located within roadwa clear zones and in areas accessible to pedestrians shall have traversable slots. The traversable slot modification is not adaptable to inlet T H. Slots ma be constructed at either or both ends as shown on plans, 3. Steel g rates are to be used on all inlets where bic traffic is anticipated. Steel g rates am to be used on all inlets with traversable slots. Either cast iron or steel g rate. ma be used on inlets without slots where bic traffic is not anticipated. Either cost iron or steel g rates ma be used on all inlets with non - traversable slots. Sub to the Selection described above, when Alternate G g rate is specified in the plans, either the steel grate, hot dipped g alvanized after fabrication, or the cost iron g rate ma be used, unless the plans stipulate the particular t 4. Recommended maximum pipe sizes shown are for concrete pipe. Pipe sizes larger than those recommended must be checked for fit. 5. All exposed corners and ed of concrete are to be charingred 6. Pavement to be used on inlets without slots and inlets with --traversable slots onl when called for in the plans; but re on all traversable slot inlets. Cost to be included in contract unit price for inlets. Quantities shown are for information onl 7. Traversable slots constructed in existin inlets shall be paid for as inlets partial, and shall include the cost for slot openin pavin and an re replacement g rates. 8. Soddin to be used on all inlets not located in paved areas and paid for under contract unit price for Soddin SY. 9. For supplementar details see Detail No. 201, § 3i 0 b rl YI 60' RIGHT OF WAY 12' CONC. 12'CONC. SIDEWALK &PARKING 10'TRAVEL LANE 1 O'TRAVEL LANE 8'PARKING I SIDEWALK A' SIDEW�U-R PL r�R Zi ER' -ER 291, �rp rC�"_-' 2% N C 7RB 2% 2% 2 2" SUPERPAVE SP 12.5 6" CRUSHED CONCRETE BASE COMPACTED TO 98% MAX. MOD. VALLEY GUTTER (TYP.) DENSITY PER AASHTO T-180; 97% PASSING 2-1/2 SEE DETAIL SHEET DT-1 INCH SIEVE; MIN. LBR 100 12" SUB-BASE COMPACTED TO 98% MAX DENSITY AASHTO T-180 -* '\ TOWNHOUSE ROAD /1\/2\/3\A4 K916 N.T.S. -TYPICAL DIMENSIONS AT PLANTER LOCATIONS -MO MOM TAT AM INIM r-o 4 Tap S S­ 4- Bon TIM IIBOFICATIQI FoR rFE r an STEEL COVER FRAME ANCHOR DETAIL 0 /'211"\CURB INLET TOPS TYPES 5 & 6 N.T.S. 2" 2'-4- 24" O Of Grate Of Grate -F- ----------- TYPE C II- Approx. Weight 235 Lbs. CAST IRON GRATE HALF SECTION TYPE C Strai Bar. 2"X Reticuline Barsij'xi," Bands 14'xJ' Approx. Wei 100 Lbs. CAST IRON GRATES STEEL GRATE ppro :YPE t E A Wei 465 Lb.. CAST IRON GRATE K TYPE E Strai Bar. 2"X Reticullne Bars1J'x I f Bands lJ - J' Approx. Wei 215 Lbs. STEEL GRATE 4'-6- F 3'-0" 8" a 8" S-6- 8 . Unless Otherwise M Unless Otherwise Shown On Plans .j Shown On Plans NOTE: Alt. B Structure Bottom Onl See Detail No. 200 STRUCTURE BOTTOM FOR INLET TYPE E t 23 2 E - "�F.D.O.T. TYPE E INLET ' N.T.S. 24. 21' 8. 8' PLAN Grate 2" Cl. { Eye Bolts See Index 201 SECTI ON TYPE E Recommended Maximum Pipe Size: 3'-0 Wall-24: P ipe 4'-6 W.11-42 Pipe GENERAL NOTES 1. These inlets are suitable for bic and pedestrian areas and am to be used in ditches, ! medians and other areas sub to infre traffic loadin but are not to be placed in areas subject to an heav wheel loads. 2. Inlets subject to minimal debris should be constructed without slots. Where debris is P inlets should be constructed with slots. Slotted inlets located within roadwa clear zones and in areas accessible to pedestrians shall have traversable slots. The traversable slot modification is not adaptable to inlet T H. Slots ma be constructed at either or both ends as shown on plans, 3. Steel g rates are to be used on all inlets where bic traffic is anticipated. Steel g rates am to be used on all inlets with traversable slots. Either cast iron or steel g rate. ma be used on inlets without slots where bic traffic is not anticipated. Either cost iron or steel g rates ma be used on all inlets with non - traversable slots. Sub to the Selection described above, when Alternate G g rate is specified in the plans, either the steel grate, hot dipped g alvanized after fabrication, or the cost iron g rate ma be used, unless the plans stipulate the particular t 4. Recommended maximum pipe sizes shown are for concrete pipe. Pipe sizes larger than those recommended must be checked for fit. 5. All exposed corners and ed of concrete are to be charingred 6. Pavement to be used on inlets without slots and inlets with --traversable slots onl when called for in the plans; but re on all traversable slot inlets. Cost to be included in contract unit price for inlets. Quantities shown are for information onl 7. Traversable slots constructed in existin inlets shall be paid for as inlets partial, and shall include the cost for slot openin pavin and an re replacement g rates. 8. Soddin to be used on all inlets not located in paved areas and paid for under contract unit price for Soddin SY. 9. For supplementar details see Detail No. 201, § 3i 0 b rl YI 60' RIGHT OF WAY 12' CONC. 12'CONC. SIDEWALK &PARKING 10'TRAVEL LANE 1 O'TRAVEL LANE 8'PARKING I SIDEWALK A' SIDEW�U-R PL r�R Zi ER' -ER 291, �rp rC�"_-' 2% N C 7RB 2% 2% 2 2" SUPERPAVE SP 12.5 6" CRUSHED CONCRETE BASE COMPACTED TO 98% MAX. MOD. VALLEY GUTTER (TYP.) DENSITY PER AASHTO T-180; 97% PASSING 2-1/2 SEE DETAIL SHEET DT-1 INCH SIEVE; MIN. LBR 100 12" SUB-BASE COMPACTED TO 98% MAX DENSITY AASHTO T-180 -* '\ TOWNHOUSE ROAD /1\/2\/3\A4 K916 N.T.S. -TYPICAL DIMENSIONS AT PLANTER LOCATIONS -MO MOM TAT AM INIM r-o 4 Tap S S­ 4- Bon TIM IIBOFICATIQI FoR rFE r an STEEL COVER FRAME ANCHOR DETAIL 0 /'211"\CURB INLET TOPS TYPES 5 & 6 N.T.S. S -1' 2'-0' -E -9 0 8% 6 3'-6- Unless Otherwise ffl Unless Otherwise Shown On Plans Shown On Plans < NOTE: Alt. 8 Structure Bottom Onl See Detail No. 200 STRUCTURE BOTTOM FOR INLETS TYPE C t2'32C F.D.O.T. TYPE C INLET_ N.T.S. 2 W 2 21 PLAN 3'-4- 2'-0' f Grate T E Bolt See Index 201 5 +! #" B­ 0 12" Ctrs. SECTION TYPE C Recommended Maximum Pipe Size, 2' -0 Wall -18" Pipe S-1" Wall-24" Pip. GENERAL NOTES 1. These inlets are suitable for bic and pedestrian areas and are to be used in ditches, -dan, and other ,,, Sub to infre traffic loadin but are not to be placed in are.. s u bject to any heavy wheel load.. 2. Inlets sub to minimal debris should be constructed without slots. Where debris is problem inlets Should be -Instructed with Slats. Slotted inlets located within roadwa clear zones and in are.s accessible to pedestrians shall have traversable slots. The traversable slot modification is not adaptable to inlet T H. Slots ma be constructed at either or both ends as shown an plan.. 3. Steel g rates are to be used on all inlets where bic traffic is anticipated. Steel g rates are to be used on all inlets with traversable slots. Either cost iron or steel g rates ma be used on inlets without slots where bic traffic is not anticipated. Either cast iron o steel g rates ma be used on .11 inlets with nor-traversable slots. Sub to the selection described above, when Alternate G rate is specified in the plans, either the steel g rate, hot dipped g alvanized after fabrication, or the cost Iron g rate ma be used, unless the plans stipulate the particular t 4. Recommended maximum pipe sizes shown are for concrete pipe. Pipe sizes lar than those recommended must be checked for fit. 5. All exposed corners and ed of concrete are to be charr6red 6. Pavement to be used on inlets without slots and inlets with non-traversable slots onl when called for in the plans; but re on all traversable slot inlets. Cost to be included in contract unit price for inlets. Quantities shown are for information onl 7. Traversable slots constructed in existin inlets shall be paid for as inlets partial, and shall include the cost for slot openin pavin and an re replacement g rates. 8. Soddin to be used on all inlets not located in paved areas and paid for under contract unit price for Soddin SY. 9. For supplementar details see Detail No. 201 10. When used in traffic areas use four sided bearin g rate. U.S. Foundr or e T ut T� Ewa 6 14 D � 5 N U ' ­ .y- cp I• r -A .d 01 T. ILI a %= A6 � R . r T 1E L it LIQ 'T 2. Xcir: x .1 S. Xs Top VIEW SECTION AA T. B. A. Q.- alts SECTION BB tam Nl.t Tao T 6 6 nm.elad eV, urt Hdo WW TM 5 sEGI1ON PP DITCH WIDTH (W) 1 4' 1 REPLACEMENT STRUCTUR COURSE & FRICTION COURSE SEE R ON W) REPLACEMENT BASE CRITERIA IN UTILITY -TRENCH 1-51 ACCOMMODATION MANUAL WIDTH S -2 BACKFILL- 777 SEE NOTES BELOW STAGE I BACK111 - no SEE NOTES BELOW VAR IES 1. �-DITCH WIDTH (W)� FLEXIBLE PAVEMENT NOTES PAVEMENT REMOVAL AND REPLACEMENT PAVEMENT SHALL BE MECHANICALLY SAWED. THE REPLACEMENT ASPHALT SHALL MATCH THE EXISTING STRUCTURAL AND FRICTON COURSES FOR TYPE AND THICKNESS. THE NEW BASE MATERIALS SHALL BE EITHER OF THE SAME TYPE AND COMPOSITION AS THE MATERIALS REMOVED OR OF EQUAL OR GREATER STRUCTURAL ADEQUACY (SEE INDEX NO. 514). BACKFILL COMPACTED AND STABILIZED FILL OPTION BACKFILL MATERIAL SHALL BE PLACED IN ACCORDANCE WITH SECTION 125 OF THE STANDARD SPECIFICATIONS. IN STAGE -1, CONSTRUCT COMPACTED FILL BENEATH THE HAUNCHES OF THE PIPE, USING MECHANICAL TAMPS SUITABLE FOR THIS PURPOSE. THIS COMPACTION APPLIES TO THE MATERIAL PLACED BENEATH THE HAUNCHES OF THE PIPE AND ABOVE ANY BEDDING. IN STAGE -Z CONSTRUCT COMPACTED FILL ALONG THE SIDES OF THE PIPE AND UP TO THE BOTTOM OF THE BASE, WITH THE UPPER 12" RECEIVING TYPE B STABILIZATION. IN LIEU OF TYPE B STABILIZATION, THE CONTRACTOR MAY CONSTRUCT USING OPTIONAL BASE GROUP 3- - FLOWABLE FILL OPTION IF COMPACTION CAN NOT BE ACHIEVED, THROUGH NORMAL MECHANICAL METHODS THEN FLOWABLE FILL MAY BE USED. FLOWABLE FILL IS TO BE PLACED IN ACCORDANCE WITH SECTION 121 OF THE SPECIFICATIONS, AS APPROVED BY THE ENGINEER. DO NOT ALLOW THE UTILITY BEING INSTALLED TO FLOAT. IF A METHOD IS PROVIDED TO PREVENT FLOTATION FROM OCCURRING, STAGES *1 AND -2 CAN BE COMBINED, IF APPROVED BY THE ENGINEER. IN STAGE •1, PLACE FLOWABLE FILL MIDWAY UP ON BOTH SIDES OF THE UTILITY. ALLOW TO HARDEN BEFORE PLACING STAGE -2. IN STAGE -Z PLACE FLOWABLE FILL TO THE BOTTOM OF THE EXISTING BASE COURSE FLEXIBLE PAVEMENT CUT 42)iF.D.O.T. OPEN CUT \i N. �,$" N � 1 <w. ^°�"o xur sscna m sscnoN rs 1w wew� GROUIING DETAILS CAST Illm com seen. Se "" M GROUTING DETAILS MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 CC LL 0 W Z a- 0 0 W Ili: Q In 13- z a- Z V) 0 lL 0 -J an Li > 8 Z 0 71 C) a o L0 'k Ci UI Ld o F Z N Z a, -17 0 Ed > < 0 ww- g V) of Z E O > LLJ ww­ I I I I I I I 0� 17o: - - - - w o CNII C , 0 JOB # 08017 DATE 04/22/10 SCALE: N. DESIGNEE) BY: IAN DRAWN BY: IAN APPROVED BY: DFG > Z DT-4 2" 2'-4- 2" O Of Grate HALF SECTION CAST IRON GRATES TYPE C II- Approx. Weight 235 Lbs. CAST IRON GRATE 2'0 TYPE C Strai Bar. 2"X Reticuline Barsij'xi," Bands 14'xJ' Approx. Wei 100 Lbs. STEEL GRATE S -1' 2'-0' -E -9 0 8% 6 3'-6- Unless Otherwise ffl Unless Otherwise Shown On Plans Shown On Plans < NOTE: Alt. 8 Structure Bottom Onl See Detail No. 200 STRUCTURE BOTTOM FOR INLETS TYPE C t2'32C F.D.O.T. TYPE C INLET_ N.T.S. 2 W 2 21 PLAN 3'-4- 2'-0' f Grate T E Bolt See Index 201 5 +! #" B­ 0 12" Ctrs. SECTION TYPE C Recommended Maximum Pipe Size, 2' -0 Wall -18" Pipe S-1" Wall-24" Pip. GENERAL NOTES 1. These inlets are suitable for bic and pedestrian areas and are to be used in ditches, -dan, and other ,,, Sub to infre traffic loadin but are not to be placed in are.. s u bject to any heavy wheel load.. 2. Inlets sub to minimal debris should be constructed without slots. Where debris is problem inlets Should be -Instructed with Slats. Slotted inlets located within roadwa clear zones and in are.s accessible to pedestrians shall have traversable slots. The traversable slot modification is not adaptable to inlet T H. Slots ma be constructed at either or both ends as shown an plan.. 3. Steel g rates are to be used on all inlets where bic traffic is anticipated. Steel g rates are to be used on all inlets with traversable slots. Either cost iron or steel g rates ma be used on inlets without slots where bic traffic is not anticipated. Either cast iron o steel g rates ma be used on .11 inlets with nor-traversable slots. Sub to the selection described above, when Alternate G rate is specified in the plans, either the steel g rate, hot dipped g alvanized after fabrication, or the cost Iron g rate ma be used, unless the plans stipulate the particular t 4. Recommended maximum pipe sizes shown are for concrete pipe. Pipe sizes lar than those recommended must be checked for fit. 5. All exposed corners and ed of concrete are to be charr6red 6. Pavement to be used on inlets without slots and inlets with non-traversable slots onl when called for in the plans; but re on all traversable slot inlets. Cost to be included in contract unit price for inlets. Quantities shown are for information onl 7. Traversable slots constructed in existin inlets shall be paid for as inlets partial, and shall include the cost for slot openin pavin and an re replacement g rates. 8. Soddin to be used on all inlets not located in paved areas and paid for under contract unit price for Soddin SY. 9. For supplementar details see Detail No. 201 10. When used in traffic areas use four sided bearin g rate. U.S. Foundr or e T ut T� Ewa 6 14 D � 5 N U ' ­ .y- cp I• r -A .d 01 T. ILI a %= A6 � R . r T 1E L it LIQ 'T 2. Xcir: x .1 S. Xs Top VIEW SECTION AA T. B. A. Q.- alts SECTION BB tam Nl.t Tao T 6 6 nm.elad eV, urt Hdo WW TM 5 sEGI1ON PP DITCH WIDTH (W) 1 4' 1 REPLACEMENT STRUCTUR COURSE & FRICTION COURSE SEE R ON W) REPLACEMENT BASE CRITERIA IN UTILITY -TRENCH 1-51 ACCOMMODATION MANUAL WIDTH S -2 BACKFILL- 777 SEE NOTES BELOW STAGE I BACK111 - no SEE NOTES BELOW VAR IES 1. �-DITCH WIDTH (W)� FLEXIBLE PAVEMENT NOTES PAVEMENT REMOVAL AND REPLACEMENT PAVEMENT SHALL BE MECHANICALLY SAWED. THE REPLACEMENT ASPHALT SHALL MATCH THE EXISTING STRUCTURAL AND FRICTON COURSES FOR TYPE AND THICKNESS. THE NEW BASE MATERIALS SHALL BE EITHER OF THE SAME TYPE AND COMPOSITION AS THE MATERIALS REMOVED OR OF EQUAL OR GREATER STRUCTURAL ADEQUACY (SEE INDEX NO. 514). BACKFILL COMPACTED AND STABILIZED FILL OPTION BACKFILL MATERIAL SHALL BE PLACED IN ACCORDANCE WITH SECTION 125 OF THE STANDARD SPECIFICATIONS. IN STAGE -1, CONSTRUCT COMPACTED FILL BENEATH THE HAUNCHES OF THE PIPE, USING MECHANICAL TAMPS SUITABLE FOR THIS PURPOSE. THIS COMPACTION APPLIES TO THE MATERIAL PLACED BENEATH THE HAUNCHES OF THE PIPE AND ABOVE ANY BEDDING. IN STAGE -Z CONSTRUCT COMPACTED FILL ALONG THE SIDES OF THE PIPE AND UP TO THE BOTTOM OF THE BASE, WITH THE UPPER 12" RECEIVING TYPE B STABILIZATION. IN LIEU OF TYPE B STABILIZATION, THE CONTRACTOR MAY CONSTRUCT USING OPTIONAL BASE GROUP 3- - FLOWABLE FILL OPTION IF COMPACTION CAN NOT BE ACHIEVED, THROUGH NORMAL MECHANICAL METHODS THEN FLOWABLE FILL MAY BE USED. FLOWABLE FILL IS TO BE PLACED IN ACCORDANCE WITH SECTION 121 OF THE SPECIFICATIONS, AS APPROVED BY THE ENGINEER. DO NOT ALLOW THE UTILITY BEING INSTALLED TO FLOAT. IF A METHOD IS PROVIDED TO PREVENT FLOTATION FROM OCCURRING, STAGES *1 AND -2 CAN BE COMBINED, IF APPROVED BY THE ENGINEER. IN STAGE •1, PLACE FLOWABLE FILL MIDWAY UP ON BOTH SIDES OF THE UTILITY. ALLOW TO HARDEN BEFORE PLACING STAGE -2. IN STAGE -Z PLACE FLOWABLE FILL TO THE BOTTOM OF THE EXISTING BASE COURSE FLEXIBLE PAVEMENT CUT 42)iF.D.O.T. OPEN CUT \i N. �,$" N � 1 <w. ^°�"o xur sscna m sscnoN rs 1w wew� GROUIING DETAILS CAST Illm com seen. Se "" M GROUTING DETAILS MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 CC LL 0 W Z a- 0 0 W Ili: Q In 13- z a- Z V) 0 lL 0 -J an Li > 8 Z 0 71 C) a o L0 'k Ci UI Ld o F Z N Z a, -17 0 Ed > < 0 ww- g V) of Z E O > LLJ ww­ I I I I I I I 0� 17o: - - - - w o CNII C , 0 JOB # 08017 DATE 04/22/10 SCALE: N. DESIGNEE) BY: IAN DRAWN BY: IAN APPROVED BY: DFG > Z DT-4 c , r al Q e4p, (CR el�o CR OR 4 OR 6) �y t J� SECT0N DIMENSIONAL FEATL#?ES FDR PUBLIC SIDEWALK CURB RA UPS WHERE RAMP AND LAIVDING DEPTH ARE NOT RESTRICTED BY RIGHT OF WAY (F) SHADED AREA DEPICTS 24 INCH (E) BLANKET OF RIPRAP RUBBLE (PER FDOT INDEX 530-2.2.2) UNDERLAIN WITH MIRAFI FILTERWEAVE FW402, MINIMUM 2 FT LAP BETWEEN 10 4 1 ADJACENT LAYERS 1 3 F1 NWL 6'X24" RIBBON CURB SECTION B-B 6"X24" RIBBON CURB WEIR AT ELEV. 36.45 POND TOP OF BERM (F) 1 5 5 E: 0.45' ELEV. (G) SHADED AREA DEPICTS 24 INCH BLANKET OF RIPRAP RUBBLE (PER FDOT INDEX 530-2.2.2) UNDERLAIN WITH MIRAF I FILTERWEAVE FW402, SECTION A-A MINIMUM 2 FT LAP BETWEEN ADJACENT LAYERS K '� EMERGENCY OVERFLOW WEIR 9 6 N.T.S. DIME TABLE C I D I E I F I G POND201 50 1 8 1 37 137.651 36 � SHADED AREA DEPICTS 24 INCH BLANKET OF RIPRAP RUBBLE (PER FDOT INDEX 530-2.2.2) UNDERLAIN WITH MIRAFI FILTERWEAVE FW402, MINIMUM 2 FT LAP BETWEEN ADJACENT LAYERS FINISHED GRADE PUBLIC SIDEWALK CURB RA 14PS MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 0 V, � W W O CL < 0 W q: z of a- z 0 F_ 0 - 0 _j Ld > < IL z w 0 71 _0 m z a 0 0 Of w < (D 0 Ul 5; w T O o JOB # 08017 DATE- 04/22/10 SCALE: N.T.S. DESIGNED BY! IAN DRAWN BY: IAN APPROVED By . DFG > DT-5 V0Vaf'rH.rC CAST Ct)RP VCFARA TCL Y CA5'T cuna 25 Ell- P, V ,_ l.1. RAMP AND SIDEWALK CURB OPTIONS BACK OF SIDEWALK CURB OR BUFFER TR,"SMON PL AN _4 1z 01MENS19NAL FEATURES FOR PUBLIC SIDEWALK CURB RAWS FUR LINEAR PEDESTRIAN TRAFFIC 5EG TFUN AA 4E� DIMENSIONAL FEATURES FDR PUBLIC SIDEWALK CUMBIAED CURNER RAMPS UNDER CONDITIONS OF' INFEASIBILITY PUBLIC SIDEWALK CURB RA 14PS MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 0 V, � W W O CL < 0 W q: z of a- z 0 F_ 0 - 0 _j Ld > < IL z w 0 71 _0 m z a 0 0 Of w < (D 0 Ul 5; w T O o JOB # 08017 DATE- 04/22/10 SCALE: N.T.S. DESIGNED BY! IAN DRAWN BY: IAN APPROVED By . DFG > DT-5 V0Vaf'rH.rC CAST Ct)RP VCFARA TCL Y CA5'T cuna 25 Ell- P, V ,_ l.1. RAMP AND SIDEWALK CURB OPTIONS BACK OF SIDEWALK CURB OR BUFFER TR,"SMON PUBLIC SIDEWALK CURB RA 14PS MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 0 V, � W W O CL < 0 W q: z of a- z 0 F_ 0 - 0 _j Ld > < IL z w 0 71 _0 m z a 0 0 Of w < (D 0 Ul 5; w T O o JOB # 08017 DATE- 04/22/10 SCALE: N.T.S. DESIGNED BY! IAN DRAWN BY: IAN APPROVED By . 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N.T.S. 9 kti• -P I - - - of Xx -' , -� `L �° .. kky \ E%IS71NG GRADE OD - f k ti EXIS TING SIDEWALK TO BE REMOVED fe � 5 I - -y. r O 41 ' I \ _ -,._,; \ /'Y - k (}'� k�Lk9 - k "E `" �, �""'� - 9 - NI T.J CURB AND GUTTER � o - - - - -- - - -- `= -- Tim - - - - -- - -' 1 __ -,.- k� y � k T1 SECTION _ _ 4. �k ti k ti f 4 � -�_,. 'yy ,Ski rL krL �6 .' ti° _______ kti 6 - K - k ' q,' 4j ' ry - . ^� k k n, p O , y ., 0 p „ I ' I CIA °pp ek1�o t - ek 6e - - - ON - kry� ❑ ❑ , \( -,• • I �,, 'O __ \ l i p ,y06 X60 '- ", k�' �k - 1 , I L FFE -44.60 El ❑ I Al I '- O k k,, 1yy J - k ry• k�9 •s� kk ❑.. JO ❑ _ I { Cb 5 , �0 91 Nt I y � 0k o kti a6 .yo u'e I J op16 k k k1g6kN k1 6 ,S k �k _ kph k� ry y 0 b ry k 'h 1y 0 El ( ( l � " kry �I o k a ,- ' � � FF O T' '' .•..,,. — E 43 82 kti� , ., � 1 4. 9 k ^g^ s. ROB I o kti• ✓� - - - - - - - - MATCHLINE - SEE SHEET GR -2 - - - - - - �h N5 I 43 I k o r FFE =44.0 _ k�. ktik, 11, (u l W (D - -. , I CTS �'� O "� Iy 6' s y ti 1 I n w 0 1 I No, , „ - - - - - - - - - F I ' I CIA °pp ek1�o t - ek 6e - - - ON - kry� ❑ ❑ , \( -,• • I �,, 'O __ \ l i p ,y06 X60 '- ", k�' �k - 1 , I L FFE -44.60 El ❑ I Al I '- O k k,, 1yy J - k ry• k�9 •s� kk ❑.. JO ❑ _ I { Cb 5 , �0 91 Nt I y � 0k o kti a6 .yo u'e I J op16 k k k1g6kN k1 6 ,S k �k _ kph k� ry y 0 b ry k 'h 1y 0 El ( ( l � " kry �I o k a ,- ' � � FF O T' '' .•..,,. — E 43 82 kti� , ., � 1 4. 9 k ^g^ s. ROB I o kti• ✓� - - - - - - - - MATCHLINE - SEE SHEET GR -2 - - - - - - - - - - - - - - MATCHLINE - SEE SHEET GR-1 - - - - - - 41 5 'h I . 'S .�.._ -. � I I El � 69 0 ' -' 6 0 •, 9' _ I I _ .... -.- ' � ° � �. ■ j 0 _.. _.. \ � a �'.. b '0' � � n -- , .:' O� - -'.,.,:. "._ ' O - F C ,, 0- b 43 I r i e l , n _ 64.1 FFE 82 a ti 9 ❑ - " r , CO Q I 1^ LLI kO91 k1'\ kN.. O, � ,k�O k k 1� l� ❑ r1,0 I k�^ ' , � �ko�\ _;., �� � . I k \�" 1 _ ��` L .,� �,. ..,, .�7 - "&'�� � � I ❑ r� I ❑ , ",.;,, , I U VCS' J \ I J ❑ .- ,`••,. , I ° FFE = 42.41.. �9 1 ob', p y e k p t II I �1 ti a 4 - - � - � k O6 - k'`� a �` 496 o e� . 1� .yb� , , 6 2 10 w 1 , - -- - - -- --- - - - - -- k g- _ ---- k 9 - - -- ,: W ( , .y0' n�0' 1k 0 W N o ,'.. n = �J,.,, O 6 Oi - - , g •,, k�. k �. O � 6 k 1• O O 7 r\ y N W � N k � T ° I § �..- '� r '�. ,�. t '' � .I 2 �. � I - _ 1k • r rte: -. p o N m' � ° b y 0' k ...• , ,. ''•, ' �_• °� � I '.,. ®. - - h X6 9 �� � gb 06 6 k k 0 I &'\ -� .. ;� --- -\ zN T. W� „'^ � 'S 0 k� - o -'��1 „r k1 - -- ��� 1 � I $dry... lit 1 { '1 9 6 6 � 6 ^� •y°j 6 J � ,. ,5 - O 1S �' s o - - -_ - =e____ __�_ __ _ m -= - -____- _____ m -�- -_ __ ____ °� _____ `� -__ _______ - 4: -____ -___ -'- __ -_ - � -_ _ ____- -_ ----------- 98'0 6 0� t y �' y �' 85 9 kh h ,, ,ry �� 20 , �S'8 Z ,- ,- e_= .=,e,_ e_e e.e .e =_e =_e= .� i L '' I Ej k• a• 6' 6' '1 y f I 1' 6 L [I l SZ'b _ -- 8� -u = __ __.__ ____ __ __ _ -____ __ ___ -- - - -- - -- - - - -- - - -_ - -_ ____ ___ ___ _____ _ - _____ ___ __ - .- __.- - -- - � - -- -- o� �.o•8Z- - -- � o- - - - -!- - - - -.__ __ ___ ib 9£ __- .__. -, 41 'h I . 'S .�.._ -. � I I _ I J - � 69 0 ' -' 6 0 •, 9' _ I " I _ .... -.- ' � ° � �. � ',,,,,,`'•- ^.._.. '' 0 _.. _.. k _.. _. _._ _.. ` .5 5 6 0 0 0�° ., 4 ._„ . -e.- e e„ .e„ .e e e. -.e. -.e .e. .e, O_e- � a �'.. b '0' � � n -- , .:' O� - -'.,.,:. "._ ' O - 0- e l , n i " � 'yO ,• LLI kO91 k1'\ kN.. O, � ,k�O k k 1� l� ❑ r1,0 I k�^ ' , � �ko�\ _;., �� � . I k \�" 1 _ ��` L .,� �,. ..,, .�7 - "&'�� � � I ❑ r� I ❑ , ",.;,, , I U VCS' J \ I J ❑ .- ,`••,. , I ° FFE = 42.41.. �9 1 ob', p y e k p t II I �1 ti a 4 - - � - � k O6 - k'`� a �` 496 o e� . 1� .yb� , , 6 2 10 w 1 , - -- - - -- --- - - - - -- k g- _ ---- k 9 - - -- ,: W ( , .y0' n�0' 1k 0 W N o ,'.. n = �J,.,, O 6 Oi - - , g •,, k�. k �. O � 6 k 1• O O 7 r\ y N W � N k � T ° I § �..- '� r '�. ,�. t '' � .I 2 �. � I - _ 1k • r rte: -. p o N m' � ° b y 0' k ...• , ,. ''•, ' �_• °� � I '.,. ®. - - h X6 9 �� � gb 06 6 k k 0 I &'\ -� .. ;� --- -\ zN T. W� „'^ � 'S 0 k� - o -'��1 „r k1 - -- ��� 1 � I $dry... lit 1 { '1 9 6 6 � 6 ^� •y°j 6 J � ,. ,5 - O 1S �' s o - - -_ - =e____ __�_ __ _ m -= - -____- _____ m -�- -_ __ ____ °� _____ `� -__ _______ - 4: -____ -___ -'- __ -_ - � -_ _ ____- -_ ----------- 98'0 6 0� t y �' y �' 85 9 kh h ,, ,ry �� 20 , �S'8 Z ,- ,- e_= .=,e,_ e_e e.e .e =_e =_e= .� i L '' I Ej k• a• 6' 6' '1 y f I 1' 6 L [I l SZ'b _ -- 8� -u = __ __.__ ____ __ __ _ -____ __ ___ -- - - -- - -- - - - -- - - -_ - -_ ____ ___ ___ _____ _ - _____ ___ __ - .- __.- - -- - � - -- -- o� �.o•8Z- - -- � o- - - - -!- - - - -.__ __ ___ ib 9£ __- .__. -, GENERAL NOTES 1. ALL CONSTRUCTION MATERIALS AND METHODS, SHALL MEET THE MOST CURRENT EDITIONS 4.(1) HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OF THE DESIGN STANDARDS, THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED THE UTILITY ACCOMMODATION MANUAL, AND THE CITY OF WINTER SPRINGS LAND DEVELOPMENT CODE. WATER PIPELINES, AND ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS. 2. THE LOCATIONS OF EXISTING UTILITIES SUCH AS WATER MAINS, SEWER, GAS (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE LINES, ETC., AS SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF BEST AVAILABLE INFORMATION, AND ARE PROVIDED FOR THE CONVENIENCE THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM OF THE CONTRACTOR. HOWEVER, THE ENGINEER AND OWNER DO NOT ASSUME SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER RESPONSIBILITY FOR THE SIZES AND LOCATIONS SHOWN- THE CONTRACTOR REGULATED UNDER PART III OF CHAPTER 62-610, EA.C. SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF THE SIZE AND LOCATION OF ALL EXISTING UTILITIES SHOWN AND NOT SHOWN ON THESE (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE PLANS AND RELATED CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. IT A HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY COMPANIES 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND HAVE EXISTING OR PROPOSED VACUUM-TYPE SANITARY SEWER. THEIR FACILITIES LOCATED IN THE FIELD PRIOR TO ANY WORK. (C) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE 3. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL MEET A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, AND SUBMIT A CONSTRUCTION SCHEDULE TO THE ARCH ITECT /EN GINEER. IT BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SECURE ANY AND ALL EXISTING OR PROPOSED GRAVITY- OR PRESSURE -TYPE SANITARY SEWER, NEEDED LICENSES AND PERMITS REQUIRED FOR CONSTRUCTION PURPOSES. WASTEWATER FORCE MAIN, OR PIPELINE: CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, EA.C. THE MINIMUM 4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SETBACKS AND EASEMENTS HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY-TYPE BEFORE BEGINNING CONSTRUCTION. SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. 5. BENCHMARKS AND OTHER REFERENCE POINTS SHALL BE CAREFULLY MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. IF DISTURBED OR DESTROYED, THESE (D) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A POINTS SHALL BE REPLACED BY A FLORIDA P.L.S. AT CONTRACTOR'S EXPENSE. HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON-SITE SEWAGE 6. THE CONTRACTOR IS DIRECTED TO NOTIFY MADDEN, MOORHEAD, & GLUNT INC., PHONE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2), ES., (407) 629-8-330, FOR PROBLEMS REQUIRING DEVIATION FROM THESE PLANS AND RULE 64E-6-002, F.A.C. AND SPECIFICATIONS. (2) VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING STRUCTURES, FTC., UNLESS OTHERWISE NOTED. ALL SOIL STRIPPINGS AND ANY UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR UNLESS OTHERWISE DIRECTED BY THE OWNER. 8. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES AND UTILITIES NOTED TO REMAIN, FROM DAMAGE OR DISPLACEMENT DURING CONSTRUCTION. IN THE EVENT OBSTRUCTIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER AND THE UTILITY COMPANY. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS INCURRED TO REPAIR DAMAGE OR CORRECT DISPLACEMENT. 9. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT ALL TREES AND OTHER VEGETATION OUTSIDE THE LIMITS OF CONSTRUCTION. 10, WHEN DETAILS ARE PROVIDED, CONTRACTOR SHALL CONSTRUCT JOB PER SPECIFIC DETAILS, AND NOT BY SCALING FROM THESE PLANS. 11. ROADWAY MARKING, STRIPING, SIGNS AND OTHER TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS- (MUTCD) AND SUBSEQUENT REVISIONS AND ADDENDUMS, AS PUBLISHED BY F.D.O.T., AND CITY OF WINTER SPRINGS STANDARDS AND SPECIFICATIONS. 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ANY REQUIRED TRAFFIC CONTROL PLANS TO FOOT PRIOR TO CONSTRUCTION. ALL WORK SHALL BE EXECUTED UNDER THE ESTABLISHED PLAN AND CITY OF WINTER SPRINGS AND F.D.O.T. APPROVED PROCEDURES. 13. THE CONTRACTOR SHALL RESTORE OFF SITE CONSTRUCTION AREAS TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO COMMENCEMENT OF CONSTRUCTION. 14. CONTRACTOR SHALL COMPLY WITH ALL CITY OF WINTER SPRINGS AND REQUIREMENTS FOR INSPECTION AND TESTING. 15. SUBJECT PROPERTY IS UNDER CONTROL OR OWNED BY APPLICANT. 16. TOPOGRAPHY WAS PROVIDED BY ALLEN & COMPANY, INC. 17. ALL NEW UTILITIES AND UPGRADED UTILITIES PROVIDED TO OR ON THE SITE MUST BE INSTALLED UNDERGROUND. 18. CHAPTER 17-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATION. 19 THE CONTRACTOR SHALL TAKE SPECIAL NOTICE THAT ALL SPECIFICATIONS AND DETAILS SHOWN HEREON ARE BELIEVED TO BE THE LATEST AND MOST ACCURATE AT THE TIME OF DESIGN AND SUBMITTAL, HOWEVER THE ENGINEER DOES NOT WARRANTY ANY OF THE PROVIDED SPECIFICATIONS AND DETAILS. THESE SPECIFICATIONS AND DETAILS ARE SUBJECT TO REVISION BY THE ISSUING MUNICIPALITIES AND AGENCIES. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL CONSTRUCTION, TESTING AND MATERIALS CONFORM TO THE LATEST EDITIONS OF THE DESIGN REFERENCES INCLUDING, BUT NOT LIMITED TO THE CITY OF WINTER SPRINGS LAND DEVELOPMENT REGULATIONS, F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, F.D.O.T. MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS (GREEN BOOK) AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. 20. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE POLICIES AND GUIDELINES ESTABLISHED BY THE CITY OF WINTER SPRINGS & FDOT FOR PRESERVATION OF ALL PUBLIC AND PRIVATE PROPERTY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE OR INJURY TO PROPERTY OF ANY CHARACTER, DURING THE PROSECUTION OF THE WORK, RESULTING FROM ANY, OMISSION, NEGLECT, OR MISCONDUCT IN HIS MANNER OR METHOD OF EXECUTING THE WORK, OR AT ANYTIME DUE TO DEFECTIVE WORK OR MATERIALS. 21. PROGRESS ENERGY WILL INSTALL, REGULATE AND MAINTAIN THE PROPOSED POWER DISTRIBUTION SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH PROGRESS ENERGY, INC TO INSURE PROPER CONSTRUCTION PHASING, ELIMINATE CONFLICTS IN THE WORK, AND AVOID UNNECESSARY DELAYS. 22. TELEPHONE UTILITY PROVIDER WILL INSTALL THE PROPOSED TELEPHONE DISTRIBUTION SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH TELEPHONE UTILITY PROVIDER TO INSURE PROPER CONSTRUCTION PHASING, ELIMINATE CONFLICTS AND AVOID UNNECESSARY DELAYS. 23. ALL DISTURBED AREAS WITHIN THE FDOT RIGHT OF WAY SHALL BE GRADED AND SODDED. REPLACED SOD SHALL MATCH THE EXISTING TYPE SOD TYPE PRIOR TO CONSTRUCTION. 24. ALL STRIPING WITHIN THE DEPARTMENT RIGHT OF WAY SHALL BE LEAD-FREE THERMOPLASTIC. 25. ALL MAINTENANCE OF TRAFFIC SHALL ADHERE TO THE REQUIREMENTS OF THE DESIGN STANDARDS 600 INDEXES. WATER 1. ALL MATERIALS AND CONSTRUCTION REQUIREMENTS FOR THE FIRE SERVICE, WATER LINES, CHECK VALVES, BACKFILOW PREVENTERS, GATE VALVES, ETC., SHALL BE IN ACCORDANCE WITH THE CITY OF WINTER SPRINGS'S STANDARD DETAILS AND LAND DEVELOPMENT CODES (L.D.C.). POTABLE WATER SYSTEM UP TO THE METER IS TO BE OWNED/MAINTAINED BY THE CITY. 2. THE CONTRACTOR SHALL LAY THE WATER LINE AND SERVICES A MINIMUM OF THREE (3) FEET BELOW FINISHED GRADE, TO THE TOP OF PIPE. 3. THE WATER MAIN SHALL BE LOCATED ABOVE THE STORMWATER AND SANITARY MAINS AT CONFLICTS WHERE POSSIBLE. STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES. (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM-TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. (C) AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM-TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, EA.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE-TYPE: SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, EA.C. 5. WATER LINES LESS THAN 4" IN DIAMETER SHALL BE PVC PIPE NSF LOGO SUITABLE FOR POTABLE WATER (200 PSI). IF INSTALLING PVC PIPE LESS THAN 4" IN DIAMETER THEN MUST CONFORM TO ASTM 1785(SCHEDULE 40, 80, 120) OR ASTM 2241(SDR21, MINIMUM PC 200). 6. ALL 4:"-12" WATER L SHALL BE PVC PIPE AWWA C-900, DR 18 OR HDPF DR11, MECHANICAL JOINTS AND RUBBER COMPRESSION RING JOINTS CONFORMING TO ASTM D3139. FROM P.O.S. FORWARD AS DESIGNATED BY F.S. 633, PIPE SHALL BE DR-14 AND TESTED AT 200 PSI FOR TWO HOURS. ALL 14"-18" WATERLINES SHALL BE DIP CL52 AWWA C-151 OR HDPF DR-11. MECHANICAL JOINTS AND RUBBER COMPRESSION RING JOINTS CONFORMING TO ASTM D3139 UNLESS OTHERWISE SPECIFIED 7. GATE VALVES SHALL CONFORM TO AWWA C-509-87, WITH WRENCH NUT EXTENSION STEMS AND OTHER APPURTENANCES AS REQUIRED. THEY SHALL BE IRON BODY, FULL BRONZE MOUNTED, DOUBLE DISK, PARALLEL SEAT, NON-RISING STEM VALVES WITH O-RING SEALS AND END CONNECTIONS AS CALLED FOR ON THE PLANS. ALL TEES, CAPS, PLUGS, BENDS, VALVES, ETC., SHALL BE PROVIDED WITH GRIP RING RESTRAINTS. 8- THE CONTRACTOR SHALL TAPE 14 GAUGE SOLID LOCATOR WIRE TO ALL WATER LINES AT 10' +/- INTERVALS. WIRE CONNECTIONS TO BE SILICONE FILLED SELF SEALING TYPE CONNECTOR APPROVED BY THE CITY WINTER SPRINGS. 9. SERVICE MAINS FOR FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH THE NFPA CURRENT EDITION AT THE TIME OF CONSTRUCTION. 10. NEW FIRE HYDRANTS SHALL BE INSTALLED SO THAT 5-1/4" INCH PORT IS FACING THE ROADWAY BY WHICH IT IS ACCESSED. HYDRANTS SHALL BE POSITIONED NOT MORE THAN 18 FEET AWAY FROM THE CURB OR BERM OF THE ROADWAY. 11. MADDEN, MOORHEAD, & GLUNT, INC. AND THE CITY OF WINTER SPRINGS CITY 11 ENGINEER SHALL BE NOTIFIED A MINIMUM OF FORTY EIGHT HOURS (2 FULL WORKING DAYS) PRIOR TO TESTING AND DISINFECTION OF THE WATER LINES, PHONE (407)629-8330. MADDEN, (386) 626-7200 CITY OF WINTER SPRINGS. 1. ROOF DRAINS, FOUNDATION DRAINS OR OTHER STORM WATER CONNECTIONS TO THE SANITARY SEWER ARE PROHIBITED. 2. ALL SANITARY SEWER PIPE SHALL BE PVC SEWER PIPE CONFORMING TO ASTM D-3034, SDR 35. 3. ALL MANHOLES SHALL BE 4 FT. INSIDE DIAMETER UNLESS OTHERWISE NOTED. 4. ALL SANITARY SERVICE LATERALS SHALL BE 6 INCH DIAMETER UNLESS OTHERWISE NOTED. 5. ANY UPGRADE IN SANITARY SEWERS SHALL BE TO PVC C-900. THE USE OF DIP FOR UPGRADING IS NOT ALLOWED. 6- INVERTS OF SANITARY SERVICE LATERALS AT THEIR CONNECTION TO SANITARY MANHOLES SHALL BE NO MORE THAN ONE (1) FOOT ABOVE THE MANHOLE INVERT. 7. FOR HORIZONTAL AND VERTICAL CLEARANCES BETWEEN SANITARY SEWER MAINS/ LATERALS AND WATER MAINS/LATERALS, SEE WATER NOTES 3 & 4. 8- WHERE SOIL REPORT INDICATES THE POSSIBILITY OF UNSUITABLE MATERIAL IN THE VICINITY OF SANITARY LINES, THE CONTRACTOR SHALL DETERMINE THE NATURE AND EXTENT OF THIS UNSUITABLE MATERIAL, PREPARE TRENCH AND INSTALL THE SEWER LINE IN ACCORDANCE WITH ASTM D-2321. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF THIS UNSUITABLE MATERIAL. 9. THE CONTRACTOR SHALL BE REQUIRED TO PERFORM INFILTRATION OR EXFILTRATION TEST, WHICHEVER IS APPLICABLE. INFILTRATION SHALL NOT EXCEED 50 GALLONS PER DAY PER INCH OF DIAMETER PER MILE OF LENGTH, OR THE COMPUTED EQUIVALENT FOR SHORTER LENGTHS OF TIME. THE CONTRACTOR SHALL MEET ALL REQUIREMENTS, CODES AND ORDINANCES OF THE CITY OF WINTER SPRINGS INCLUDING ADVANCED NOTIFICATION PRIOR TO CONSTRUCTION AND TESTING. 10, MADDEN, MOORHEAD, & GLUNT, INC.. AND THE CITY OF WINTER SPRINGS SHALL BE NOTIFIED A MINIMUM OF FORTY EIGHT HOURS (2 FULL WORKING DAYS) PRIOR To CONSTRUCTION AND TESTING OF THE SANITARY SEWER. PHONE (407)629-8330. MADDEN, MOORHEAD,& GLUNT, INC., (407) 327-1800 CITY OF WINTER SPRINGS. 11. THE CONTRACTOR SHALL SUPPLY COMPLETE "AS BUILT" INFORMATION RELATIVE TO INVERTS, RIM ELEVATIONS, LOCATION OF MANHOLES AND LENGTHS OF PIPE. LATERALS SHALL BE LOCATED FROM THE CENTERLINE OF THE NEAREST DOWNSTREAM MANHOLE. THE INFORMATION SHALL BE SUBMITTED ON LEGIBLY MARKED-UP PRINTS TO THE ENGINEER WITHIN TWO (2) WEEKS OF COMPLETION OF SEWER CONSTRUCTION. 1. THE CONTRACTOR SHALL CONSTRUCT PAVEMENT IN ACCORDANCE WITH TYPICAL PAVEMENT SECTIONS AND CITY OF WINTER SPRINGS SPECIFICATIONS. THE FINISHED PAVEMENT GRADES SHALL CONFORM TO THOSE SPECIFIED ON THE GRADING PLAN. 2. EXCAVATION, PAVING AND STORM SEWER WORK SHALL BE DONE IN ACCORDANCE WITH F.D.O.T. "STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION" AND THE CITY OF WINTER SPRINGS SPECIFICATIONS. 3. UNLESS OTHERWISE NOTED, GRADE TO MEET EXISTING ELEVATIONS AT PROPERTY LINES. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE OF THE SITE TO THE RETENTION PONDS AS SHOWN BY PROPOSED GRADES AND FLOW ARROWS. 4. DURING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE AND PROPER SOIL EROSION CONTROL MEASURES FOR PROTECTION OF ALL DRAINAGE AND SEWER STRUCTURES AND AT ALL ADJACENT LANDS AND ROADS. CONTRACTOR SHALL PROVIDE EROSION AND SEDIMENT CONTROL DURING THE CONSTRUCTION PHASE PER SJRWMD, FDEP, & THE CITY OF WINTER SPRINGS REQUIREMENTS. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL GEOTECHNICAL REPORTS PREPARED FOR THE SITE. ALL SITE GRADING IS TO CONFORM TO THE GEOTECHNICAL REPORT, SPECIFICATIONS AND DETAILS. 6. SOIL BORINGS AND SOIL ENGINEERING SERVICES HAVE BEEN PROVIDED BY YOVAISH ENGINEERING SCIENCES AND ADDITIONAL SERVICES WILL BE PROVIDED TO THE CONTRACTOR UPON REQUEST TO THE OWNER. THIS ENGINEERING FIRM ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS, ACCURACY AND COMPLETENESS OF THEIR WORK. EXCAVATION OF UNSUITABLE FILL AND COMPACTION SHALL BE DONE IN ACCORDANCE WITH THE SOILS REPORTS PREPARED BY YOVAISH ENGINEERING SCIENCES. 7. THE SITE SHALL BE CLEARED OF ALL TREES EXCEPT THOSE WHICH ARE DESIGNATED TO BE SAVED OR RELOCATED. BEFORE CONSTRUCTION, THE CONTRACTOR SHALL MEET AT THE SITE WITH THE OWNER. AT THIS TIME, ANY TREES TO BE SAVED SHALL BE POINTED OUT AND TAGGED. THESE TREES SHALL BE PROTECTED FROM DAMAGE- AN ARBOR PERMIT MAY BE REQUIRED FROM THE CITY PRIOR TO COMMENCEMENT OF CONSTRUCTION. 8. THE CONTRACTOR SHALL LOCATE ALL UTILITIES OR UNDERGROUND STRUCTURES PRIOR TO CONSTRUCTION AND NOTIFY EACH RESPECTIVE UTILITY OWNER FORTY- EIGHT HOURS (TWO WORKING DAYS) PRIOR TO COMMENCEMENT OF CONSTRUCTION. 9. THE CONTRACTOR IS DIRECTED TO NOTIFY MADDEN, MOORHEAD, & GLUNT, INC.. IF A PAVEMENT OR FOUNDATION STAKE IS DISTURBED, AND /OR OF PROBLEMS REQUIRING DEVIATION FROM THESE PLANS AND SPECIFICATIONS- C600 OR M23 AS APPLICABLE. 10. 13. DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C651- DISINFECTING WATER MAIN, INCLUDING ANY REQUIRED I AN 15. CONTRACTOR SHALL SCHEDULE ALL TESTING TO ALLOW THE ENGINEER'S ATTENDANCE. Al HAVE 1" DEEP CONTRACTION JOINTS EVERY 5' AND EVERY 20' MIN. SIDEWALK SLOPES SHALL BE 2% MAX. CROSS JOINT OSS SLOPE. MINIMUM FAILURE TO PROPERLY NOTIFY THE ENGINEER MAY RESULT IN RETESTING AT THE LENGTH OF SIDEWALK SECTION SHALL BE 20'. ENGINEERS OPTION AND AT THE CONTRACTOR'S EXPENSE. 16 POTABLE WATER SYSTEM TO BE OWNED & MAINTAINED BY THE CITY OF WINTER SPRINGS. 14. PROVIDE F.D.O.T. TYPE Ill SILT FENCE ALONG THE PROPERTY LINES DURING CITY TO OWN SYSTEM UP TO METER, AN EASEMENT WILL BE PROVIDED FOR CONSTRUCTION AS REQUIRED TO PREVENT SEDIMENTATION. ALL UTILITIES TO BE MAINTAINED BY THE CITY. 15. ALL TEST REPORTS GENERATED BY A TESTING FIRM ARE TO HAVE COPIES SENT 17. BLUE REFLECTORS SHALL BE INSTALLED IN THE MIDDLE OF THE TRAFFIC LANE NEAREST DIRECTLY TO CITY OF WINTER SPRINGS AS SOON AS THEY ARE GENERATED. CLEARANCE THE HYDRANT PER SFPC 602.5.3. FROM CITY OF WINTER SPRINGS SHALL BE RECEIVED PRIOR TO PAVING. 18. NEW HYDRANTS SHALL BE TESTED AND IN PROPER WORKING ORDER WITH 16. CONTRACTOR SHALL COMPLY WITH ALL OF CITY OF WINTER SPRINGS DOCUMENTATION SUPPLIED TO THE FIRE MARSHAL PRIOR TO ANY COMBUSTIBLE REQUIREMENTS FOR INSPECTION AND TESTING. CONSTRUCTION. 17. ALL CONCRETE PIPE JOINTS SHALL BE WRAPPED IN FILTER FABRIC. 19. TO MAKE WET TAPS USE EITHER DUCTILE IRON MECHANICAL JOINT OR FABRICATED 11 STEEL TAPPING SLEEVE. THIS TAPPING SLEEVE SHALL BE PROPERLY RECESSED FOR TAPPING VALVE. TAPPING VALVE SHALL BE RESILIENT SEATED GATE VALVE CON- 18. ALL PAVEMENT MARKING, STRIPING, SIGNS AND OTHER TRAFFIC CONTROL FORMING TO ANSI/AWWA C509 WITH 2" SQUARE OPERATOR NUT. MATERIAL EQUIPMENT AND INSTALLATION SHALL MEET CITY OF WINTER SPRINGS SPECIFICATONS ARE PER THE CITY OF WINTER SPRINGS WATER AND SEWER SPECIFICATIONS 2002. TRANSPORTATION ENGINEERING AND FEDERAL BUREAU MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) STANDARDS ADN REGULATIONS AND REQUIREMENTS 20. ALL WATER SERVICE LATERALS OR STUBOUTS SHALL BE CLEARLY MARKED BY AND REQUIREMENTS AS WELL AS THE CITY OF WINTER SPRINGS LAND DEVELOPMENT CODE (L.D.C.). ETCHING OR CUTTING IN THE CONCRETE CURB AND "S" FOR SANITARY AND A "W" FOR WATER. WHERE CURB DOES NOT EXIST OR IS NOT PLANNED, SERVICE LINE 19. REGULATORY SIGNS AND MARKINGS SHALL BE IN PLACE PRIOR TO FINAL INSPECTION LOCATIONS SHALL BE ADEQUATELY MARKED BY A METHOD APPROVED BY THE OF PAVING AND DRAINAGE IMPROVEMENTS. CITY OF WINTER SPRINGS, BUREAU OF PUBLIC WORKS. 20. PAVEMENT RETURN RADII SHALL BE MEASURED FROM THE EDGE OF PAVEMENT 21. A CONSTRUCTION METER 13 REQUIRED BY THE CITY OF WINTER SPRINGS. UNLESS OTHERWISE NOTED. 22. CURB STOP LOCKS ARE REQUIRED ON THE SERVICES PER CITY WINTER SPRINGS. 21- CONCRETE SIDEWALKS TO BO BE CONSTRUCTED WITH INFRASTRUCTURE. 23. SERVICES SHALL BE BURIED AFTER FINAL WALK THRU ACCEPTANCE. 22. ALL DISTURBED AREAS WITHIN THE CITY OF WINTER SPRINGS OR FOOT RIGHT-OF-WAY SHALL BE SODDED. 23 PONDS AND SWALFS WILL BE SODDED AND CONSTRUCTED ALONG WITH THE INFRASTRUCTURE 24. POND SLOPES AND BERMS SHALL BE SODDED TO BOTTOM. 25. CONTRACTOR IS TO ADJUST FINAL GRADES AT ENTRANCE AS REQUIRED To MAINTAIN ADEQUATE SITE DISTANCE AS SHOWN BY SITE DISTANCE TRIANGLES ON PLANS. THIS WILL ALLOW FOR MAXIMUM PRESERVATION OF EXISTING TREES. 26. ROADWAYS AND PARKING AREAS ARE DESIGNED IN SUBSTANTIAL ACCORDANCE WITH THE APPLICABLE STANDARDS AS SET FORTH IN THE "MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS" AS PREPARED BY FDOT, LATEST EDITION AND THE CITY OF WINTER SPRINGS SPECIFICATIONS. 27, THE CONTRACTOR SHALL RESTORE OFF SITE CONSTRUCTION AREAS TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO COMMENCEMENT OF CONSTRUCTION. 28, THE CONTRACTOR SHALL CONSTRUCT ALL STORM SEWER APPURTENANCES IN ACCORDANCE WITH THE ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT REQUIREMENTS AND CITY OF WINTER SPRINGS SPECIFICATIONS. 29. EXCAVATION, PAVING AND STORM SEWER WORK SHALL BE DONE IN ACCORDANCE Z� WITH F.D.O.T. "STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION", 1\ AND CITY OF WINTER SPRINGS SPECIFICATIONS AS WELL AS REQUIREMENTS FOR SITE WORK AS SHOWN IN GEOTECHNICAL REPORTS AS PREPARED BY YOVAISH ENGINEERING SCIENCES, INC., REPORT NUMBER PN 09-EO906.37 DATED MAY 3, 2010 30. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPE BUFFERS, RETENTION AND DETENTION FACILITIES, EASEMENTS, ETC. UNTIL THE WORK HAS BEEN ACCEPTED BY THE OWNER. ALL DISRUPTED AREAS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION. 31. THE CONTRACTOR SHALL INSURE THAT PROPER SOIL DENSITIES ARE ACHIEVED FOR PLACEMENT OF ALL PAVEMENT HEADWALL/ENDWALL FOOTINGS, RETAINING WALLS, AND IN GENERAL, ANY FOOTING SUPPORT DESCRIBED ON THESE PLANS. IT WILL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT SUFFICIENT SOILS TESTING HAS PERFORMED PRIOR TO CONSTRUCTION. 32. THE CONTRACTOR SHALL COMPLY WITH THE CITY OF WINTER SPRINGS AND FDOT SPECIFICATIONS FOR STRIPPING, CLEARING, GRUBBING, GRADING, BACKFILLING, AND EMBANKMENT PREPARATION WITHIN ALL DESIGNED ROADWAY RIGHT -OF -WAY SECTIONS. 33. AFTER THE ROADWAY HAS BEEN CONSTRUCTED TO SUBGRADE, IT SHALL BE PROOF - ROLLED TO ASSURE THAT PROPER COMPACTION HAS BEEN ATTAINED. THE PROOF-ROLLING AND COMPACTION OPERATIONS SHALL BE INSPECTED AND TESTED BY A FLORIDA LICENSED SOILS ENGINEER TO ASSURE THAT THE SPECIFIED COMPACTION IS MAINTAINED AND ALL DELETERIOUS MATERIALS HAVE BEEN REMOVED. 34- COMPACT ALL UTILITY TRENCHES WITHIN THE TOP 2' OF THE ROADWAY TO 98% OF THE MODIFIED PROCTOR DENSITY: WITHIN OTHER AREAS TO 95%_ 35, IN OTHER AREAS WHICH REQUIRE FILL MATERIAL THE CONTRACTOR WILL STRIP OR OTHERWISE REMOVE ALL VEGETATION SUCH AS BRUSH, HEAVY SODS, HEAVY GROWTH OF GRASS, DECAYED VEGETABLE MATTER, RUBBISH AND ANY OTHER DELETERIOUS MATERIAL BEFORE EMBANKMENT IS STARTED. IMMEDIATELY PRIOR TO THE PLACING OF FILL MATERIALS, THE ENTIRE AREA UPON WHICH FILL IS TO BE PLACED, SHALL BE SCARIFIED IN A DIRECTION APPROXIMATELY PARALLEL THE THE AXIS OF FILL. THE SOIL ENGINEER SHALL APPROVE THE AREA PRIOR TO THE PLACEMENT OF FILL. 36. DURING CONSTRUCTION, NO DIRECT DISCHARGE OF WATER TO DOWNSTREAM RECEIVING WATERS WILL BE ALLOWED. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WATER QUALITY, AND SHALL ROUTE DISCHARGE WATER IN SUCH A MANNER TO ADEQUATELY REMOVE SILT PRIOR TO RUNOFF FROM SITE. 37. ALL PRECAST DRAINAGE STRUCTURES TO HAVE STEEL ANGLE IRON FRAME. ALL STRUCTURES IN PAVED AREAS TO HAVE STEEL RECTILINEAR GRATES WITH H-20 LOADING. 38. CONTRACTOR TO ENSURE POSITIVE FLOW WITHIN STORM SEWER SYSTEM, ANY AREAS OF STANDING WATER IN THE PIPING SHALL BE CAUSE FOR REJECTION. PROJECT TEAM MEMBERS: DEVELOPER ENGINEER TOWN PARKE LTD. MADDEN, MOORHEAD, & GLUNT, INC. 700 W. MORSE BLVD. 431 E HORATIO AVE., SUITE 260 WINTER PARK, FL 32789 MAITLAND, FLORIDA 32751 PHONE: PHONE: (407) 741-8666 (407) 629-8330 SURVEYOR GEOTECHNICAL ENGINEER ALLEN & COMPANY, INC. YOVAISH ENGINEERING SCIENCES, INC. 16 E. PLANT STREET 953 SUNSHINE LANE WINTER GARDEN, FL 34787 ALTAMONTE SPRINGS, FL 32714 PHONE: (407) 654-5355 PHONE: (407) 774-9383 TRAFFIC CONSULTANT: LANDSCAPE: GMB ENGINEERS & PLANNERS FOSTER / CONANT LANDSCAPE ARCHITECTS 2602 EAST LIVINGSTON STREET 120 WEST ROBINSON STREET ORLANDO, FL 32803 ORLANDO, FL 32801 PHONE: (407) 898-5424 PHONE: (407) 648-2225 UTILITY PROVIDERS: POWER WATER & SEWER: PROGRESS ENERGY CITY OF WINTER SPRINGS 2801 W S.R. 426 1126 E. S.R. 434 OVIEDO, FL 32765 WINTER SPRINGS, FL 32708 (407) 359-4420 (407) 327-1800 CABLE PHONE BRIGHT HOUSE AT&T 65 S. KELLER ROAD 132 COMMERCE WAY ORLANDO, FL 32810 SANFORD, FL 32771 (407) 215-5966 (407) 302-7175 GAS FLORIDA PUBLIC UTILITIES 450 S. HWY 17-92 DEBARY, FL 32713 (386) 668-9316 -STORMWATER POLLUTION PREVENTION NOTES: 1. THE CONTRACTOR SHALL EXECUTE ALL MEASURES NECESSARY TO LIMIT THE TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT TO THE VOLUME AND AMOUNT THAT ARE EXISTING PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THIS CONDITION WILL BE SATISFIED FOR THE TOTAL ANTICIPATED CONSTRUCTION PERIOD. PROVISION MUST BE MADE TO PRESERVE THE INTEGRITY GRADING PATTERNS, ETC. REQUIRED To MEET THIS PROVISION THROUGHOUT THE LIFE OF THE CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE HAY BALES, SILT BARRIERS, TEMPORARY GRASSING, ETC. AS REQUIRED TO FULLY COMPLY WITH THE INTENT OF THIS SPECIFICATION. 2 NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE OR INTO ANY ADJACENT WATER BODY OR STORMWATER COLLECTION FACILITY. 3. THE SURFACE AREA OF OPEN, RAW ERODIBLE SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR EXCAVATION AND FILLING OPERATIONS SHALL BE CONTROLLED, SO THAT THIS OPERATION WILL NOT SIGNIFICANTLY AFFECT OFF-SITE DEPOSIT OF SEDIMENTS. 4. INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT LADEN STORMWATER RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS THAT MAY CONTRIBUTE SEDIMENT TO THE INLET. 5. AREAS OPENED BY CONSTRUCTION OPERATIONS THAT ARE NOT ANTICIPATED TO BE DRESSED OR RECEIVE FINAL GRASSING TREATMENT WITH IN THIRTY DAYS SHALL BE SEEDED WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY COVER, DURING THE SEASON IN WHICH IT IS PLANTED. TEMPORARY SEEDING SHALL BE CONTROLLED SO AS TO NOT ALTER OR COMPETE WITH PERMANENT GRASSING. THE RATE OF SEEDING SHALL BE 30 POUNDS PER ACRE. 6. THE SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED AS REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. 7. IF AFTER 14 DAYS, THE TEMPORARY GRASSES AREAS HAVE NOT ATTAINED A MINIMUM OF 75% GOOD GRASS COVER, THE AREA WILL BE REWORKED AND ADDITIONAL SEED APPLIED TO ESTABLISH THE DESIRED VEGETATION COVER. 8. ALL FEATURES OF THE PROJECT SHALL BE CONSTRUCTED TO PREVENT EROSION AND SEDIMENT AND SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION PROPERLY WITHOUT THE TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT. 9. ALL DISTURBED AREAS OUTSIDE THE EXCAVATION AND FILL LIMITS WILL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THEIR CONDITION PRIOR TO CONSTRUCTION. 10. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTENANCE OF ALL NEWLY PLANTED GRASSES OR VEGETATION AND RETENTION/DETENTION FACILITIES UNTIL THE WORK HAS BEEN ACCEPTED BY THE COUNTY. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF EMBANKMENTS AND SHALL REPLACE ANY PORTION, WHICH IN THE OPINION OF THE ENGINEER, HAS BECOME DISPLACED DUE TO EROSION OR DUE TO CARELESSNESS OR NEGLIGENCE ON THE PART OF THE CONTRACTOR. 12. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS CONTROLLING POLLUTION OF THE ENVIRONMENT. MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO CONTROL EROSION AND SEDIMENT RUNOFF FROM THE SITE DURING CONSTRUCTION. SUCH METHODS SHALL BE IN ACCORDANCE WITH THE CURRENT FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS. 13. ABSOULITLEY NO WORK WILL BE ALLOWED WITHIN ANY CONSERVATION AREA, BUFFER AREA, MITIGATION AREA OR DESIGNATED WETLAND AREA UNLESS SO SPECIFICALLY DESCRIBED BY THE PLANS AND GRANTED BY REASON OF PERMIT FROM THE GOVERNMENTAL ENTITY HAVING JURISDICTION OVER SAID AREA. 14. PRIOR TO CLEARING AND GRUBBING, THE LIMITS OF WETLANDS, BUFFERS WETLANDS, BUFFERS AND MITIGATION AREAS SHALL BE CLEARLY MARKED ALONG THE PROPOSED RIGHT OF WAY LINE TO PROTECT THESE AREAS FROM ENCROCHMENT FROM CONSTRUCTION ACTIVITIES. 15. ALL FILL EMBANKMENT AND GRADED AREAS SHALL BE PROTECTED AGAINST EROSION BY METHODS STATED IN SECTION 104. F.D.O.T. STANDARD SPECIFICATIONS FOR BRIDGE AND ROAD CONSTRUCTION. SIDE SLOPE MAY BE SEED AND MULCHED, PROVIDED THAT THE MULCH MATERIAL IS DISC HARROWED AND THE SIDE SLOPES ARE NEITHER GREATER THAN 3:1 NOR PART OF A DRAINAGE CONVEYANCE. 16. REFER TO POND DETAIL SHEETS FOR EROSION CONTROL MEASURES AT POND OUTFALLS. 17. EROSION CONTROL AT ALL INLET DRAINAGE STRUCTURES DURING CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH INDEX NO. 102. 18. INSPECTIONS ON EROSION CONTROL MEASURES WILL BE PERFORMED BY THE CONTRACTOR ONCE PER WEEK AND WITHIN 24 HOURS AFTER 1/4 INCH OF RAINFALL- THE INSPECTIONS MUST BE LOGGED BY THE CONTRACTOR AND KEPT WITH THE APPROVED PLANS AND SWPPP_ 19. GRAVEL CONSTRUCTION ENTRANCES SHALL BE PROVIDED TO MINIMIZE EXPORT OF ONSITE DIRT. IF GRAVEL IS NOT ALLOWED, THE CONSTRUCTION ENTRANCES SHALL BE SWEPT PERIODICALLY AND LOGGED BY THE CONTRACTOR. MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 O z W co m W tE Z IL - j ., < < w cc I% W Z 0 W C EL a- Z 12 C) L_ J L o z w 0 :J 8 Lo 0 ° z 0 < U z < 0 0 V) 5 ; 7 L L. JOB # 08017 DATE. 04/22/10 SCALE- N.T.S. 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bRralm SilNn 9L = (8) V40ONC138 Z :S.LlNn L unun GL 'AINO SiMaS onand NO S>nVM30IS 3A08V S3HONI *Z 38 01 NOTLA 03HSINIA Mcnine -nv It SJ.N3M3Wn03N SONINdS 631NM 01 30NVOW30V NI 03NDIS30 38 IIIM NOLLO3106d Md 'OL 'SIN3Y43N1n03N am es Sf)NINdS N31NM 133V4 01 (13NDIS30 38 01 V431SAS a31VMV0101S -6 SONINdS MINIM AG 0301AO)Jd 38 -1-11M 301AN3S d3M3S V da.VM .8 S31801S t, '1HO13H ONmine xvv4 'L *ov/,n,a G,gt = *3V 96,9/,n,0 sot V38V -IVLLN301S38 SSOND 83d kLISN30 03SOdONd .1 SilNn 901 = SIINn AIIINVA—Uinh 0313IdIS36 30V JO # 03SOdOdd . 831N33 NMOI = 3sn0NVI .1 U31N30 NMOI = DNINOZ .2 "U 09 = rlow T 'ONV-1 iNVOVA 03000M kIIAV3H JO SiSISNO3 MIS 133rO8d IN3hdOl3A30 38d z Oct 09 0 0 S3MOV T96'9 = V3?AV 1070 ld L 09 SOS DIHdVZID T :S:IiON 3ilS nZ-z r --------- 4 S Ll I 1 -1 .LNOdNVO IVNOLLdO 6N 1 7 XL , h\IS .9 L ._ J 'ki 6 L -:d)d .6 zz (du) LiG K El a a 'd,U .68 allnO NOGGIN '01 00 a d L � sa � i IN3lN3SV3 ONnodVNHFU dvinm3A AdWJO&G.L. cuu) LIG (wa) u-ai i no K3_nVA (13UI(I0V4 o ` 2 83MOASNVU1 ❑ ❑ ❑ M/S '9 Molina El 0 ❑ 310VId30MI HMU >nna 2j(] ONV 83.LN30 DNIIOA03H ❑ ❑ ❑ HIM N01oVdV400 HSVU 066 = ❑ 11 ('cV,L) 11V130 mvis X14 SS300 30NO DNI>IbVd (INV &M dVOIGINVH to 831VM A'S 99L'9 1N3'VC3SV3) i ONimins 3ONVN3iNIVV4 kjrun_ 30N3A N30NVO 0OOHd08H013N 3ALLV80330 iHf)13H MC N33?J0 Mund V ?33ddOH-lIV4 _7 a/El 3mvonV3 6Z L 0 o-mrlOd LZ (]N301� -110S J_L j "ISTING SYMBOLS 01 n2%, iffilm r,o,m,l PlOPOSKR—SY7UIBOL�7 A A AREA AB AN CHOR BOLT ABD ABANDON(ED) AC ACRE(S) AC-FT ACRE FOOT/FEET ACP ASBESTOS CEMENT PIPE ADDL ADDITIONAL ADT AVERAGE DAILY TRAFFIC AL ALUMINUM ALT ALTERNATE AM BEFORE NOON AMP AM PERE( 5) APPROX M A P PROX I ATE ARV AIR RELEASE VALVE ARV V AIR RELEASE VACUUM VALVE ASPH R ASPHALT ASS Y ASSEMBLY AVE AVENUE BFP BACKFLOW PREVENTER BL BASELINE BLDG BUILDING BLVD BOULEVARD BM BENC MARK 3ND BOUNDARY BO BLOWOF BOC BACK OF CURB BOT BOTTOM BRG BEARING 3S BOTTOM OF SLOPE BV BUTTERFLY VALVE c CAP CAPACI CB CATCH BASIN CC CENTER TO CENTER CEM CEMENT CIF CUBIC FEET CFM CUBIC FEET PER MINUTE CPS CUBIC FEET PER SECOND C&G CURB AND GUTTER CI CAST I RON CIP CAST IRON PIPE ci CONSTRUCTION JOINT C/L CENTER LINE CLP CONCRETE LIGHT POLE CLR CLEAR/CLEARANCE CLS CLASS cm CONCRETE MONUMENT CM P CORRUGATED METAL PIPE A CMP CORRUGATED METAL PIPE ARCH CND CONDUIT co COUNTY CO CLEANOUT COIL COLUMN COMP COM PLETE CONC CONCRETE CONN CONNECTION CONST CONSTRUCT(ION) CONT CONTINUOUS COORD COORDINATE(S) COB CORNER Cp LG COUPLING CPP CONCRETE POWER POLE CS CONTROL STRUCTURE CTG COATING CTR CENTER CTV CABLE TELEVISION CULV CULVER Cy CUBIC YARD CYL CYLINDER D BIEL DOUBLE DEG OR DEGREE DEFE DEFLECT(ION) DEPT DEPARTMENT BET DETAIL DHWL DESIGN HIGH WATER LEVEL DI DUCTILE IRON DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DIP DUCTILE IRON PIPE DISCH DISCHARGE DIST DISTANCE DMH DR MANHOLE DN DOWN DRN DRAIN DWG DRAWI DWY DRIVEWAY E E EAST EA EACH EC EDGE OF CONCRETE ED ENERGY DISSIPATOR EF EAC FACE EFF EFFLUENT EG E GRADE E/L EASEMENT LINE ELB ELBOW ELEC ELECTRIC ELEV ELEVATION ELLIP ELLIPSE /ELLIPTICAL ENC ENCASEMENT ENG ENGINEERING) EDP EDGE OF PAVEMENT EQ EQUAL/EQUATION EQUIP EQUIPMENT EQUIV EQUIVALENT ESMT EASEMENT EST ES EW EACH WAY EWL ENDWALL EXC E /EXCAVATION EXIST E X ISTlNG Exp EXPAND/EXPANSION EXT E /EXTENSION F&C F FRAME AND COVER ED FLOOR DRAIN ED N FOUNDATION PLOT FLORIDA DEPARTMENT OF TRANSPORTATION FF FINISHED FLOOR PC FIN GRADE EH FIRE HYDRANT F&I FURNISH AND INSTALL FIG FIGURE F2 FINISHED FIT FI TTING FL FENCE LINE FLR FLOOR FLEX FLEXIBLE FLG FLANGE FM FORCE MAIN END FOUND Fp H FEET PER HOUR FPM FEET PER MINUTE FPS FEET PER SECOND FT FEET/FOOT FTG FOOTING G GA GAUGE GAL GALLON GALV GALVANIZED GM GAS MAIN GPD GALLONS PER DAY GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GPS GALLONS PER SECOND GR GUARD RAIL GRID GROUND/GRADE GSP GALVANIZED STEEL PIPE GV GATE VALVE GV &B GAT " VALVE AND BOX HE HOSE BIBB HDPE HIGH DENSITY POLYETHYLENE HOW HARDWARE BOA HOME OWNERS ASSOCIATION HO IZ HORIZONTAL HP HORSEPOWER ER HOUR HT HEIGHT HW HEADWALL HWL HIGH WATER LEVEL HWY HIGHWAY HYD HYDRAULIC � -4 INTERSTATE HIGHWAY A INTERSECTION ANGLE ID INSIDE DIAMETER I INSIDE FACE IN INCHES NL NLET INS INSERT INST INSTALL IP IRON PIPE IR IRON ROD INT INTERSECT / NV NVERT JB JUNCTION BOX JCT JUNCTION JST JOIST JT JOINT L L LENGTH LAT LATITUDE LATL LATERAL LB POUND LF LINEAR FEET/FOOT LG LONG LIM LIMIT(S) LP L POLE LONG LONG LT LEFT LWL LOW WATER LEVEL M MAINT MAINTENANCE M ATL MATERIAL MAX MAXIMUM MECH MECHANICAL ME MITERED END MFR MA MGD MILLION GALLONS PER DAY MH MANHOLE MH C MANHOLE: COVER MHWL MEAN H IGH WATER LEVEL MIN MINIMU MISC MISCELLANEOUS mi MECHANICAL JOINT MLP METAL LIGHT POLE MLW- MEAN LOW WATER LEVEL MON MONUMENT MPH MILES PER HOUR MSL MEAN SEA LEVEL MTG, MOUNTING N NAWTH NORTH N NORTH NA NOT APPLICABLE N&C NAIL AND CAP NE NORTHEAST NG NATURAL GROUND RIC NOT IN CONTRACT NO OR # NUMB NOM NOMINAL NTS NOT TO SCALE NW NORTHWEST N WL. NORMAL WATER LEVEL 0 OC ON CENTER DO OUTSIDE DIAMETER OE OR EQUAL OPNG OPENING OPP OPPOSITE CROP OVAL REINFORCED CONCRETE PIPE CIS OUTFALL STRUCTURE OVFL OVERFLOW OVED OVERHEAD p PC PO�NT OF CURVATURE: FCC POI OF COMPOUND CURVATURE P EP POLYETHYLENE PIPE P F P PROFILE GRADE POINT PI POINT OF INTERSECTION P/L PROPERTY LINE POB POINT OF BEGINNING Poi PUSH ON JOINT PEI POWER POLE FIR PHONE RISER PRO POINT OF REVERSE CURVATURE PRESS PRESSURE PROJ PROJECT PROP PROPOSED PRVC POINT OF REVERSE VERTICAL CURVE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE PVMT PAVEMENT PWR POWER Q 0 FLOW RATE R R RADIUS RCP REINFORCED CONCRETE PIPE RCPA REINFORCED CONCRETE PIPE ARCH RD ROAD RDY ROADWAY RED REDUCER REP REFERENCE REINF REINFORCE(D) READ REQUIRED REV REVISE/REVISION RPM REVOLUTIONS PER MINUTE RR RAILROAD RT RIGHT RV RELI VALVE R/W RIGHT-OF-WAY RWM REUSE WATER MAIN 5 SOUTH SAN SANITARY SEWER SB SPLASH BLOCK SCH SCHEDULE SIDE DRAIN SD S I[ SDN SHELF DRAIN SE SOUTHEAST SEC SECONDS SEC SECTION SH SHEET SHGWT SEASONAL HIGH GROUND WATER TABLE Sim SIMILAR SA SETBACK LINE SL SLOPE SM SHEET METAL SPEC SPECIFICATION(S) SO SQUARE SO IN SQUARE INCH(ES) SO FT SQUARE FOOT/FEET SO YD SQUARE YARD(S) SIR STATE ROAD SS STAINLESS STEEL ST STREET STA STATION STD STANDARD STL STEEL STIR STRUCTURE STS STORM SEWER SUP SUPPORT SUSP SUSPEND/SUSPENSION Svc SERVICE SW SOUTHWEST SWK SIDEWALK SYM SYMBOL(S) SYMM SYMMETRICAL SYS SYSTEM T T TANGENT TB TURFELOCK T&B TOP AND BOTTOM TBM TEMPORARY BENCH MARK TO TIME OF CONCENTRATION TO TRENCH DRAIN TDH TOTAL DYNAMIC HEAD TECH TECHNICIAN/TECHNICAL TEMP TEMPORARY TL TERMINAL LAMPHOLE TOE TOP OF BANK TO C TOP OF CURB FOS TOE OF SLOPE TOT TOTAL T TOP OF SLOPE TWP TOWNSHIP TYP TYPICAL UD UNDERDRAIN UG UNDERGROUND BON UNLESS OTHERWISE NOTED UTC UNDERGROUND TELEPHONE CABLE V VB VALVE BOX VC VERTICAL CURVE Vcp VITRIFIED CLAY PIPE VERT VERTICAL VPC VERTICAL POINT OF CURVE VPI VERTICAL POINT OF INTERSECTION VPT VERTICAL POINT OF TANGENCY W W WEST W/ WITH WM WATER MAIN W/o WITHOUT WP WATER/WEATHER PROOF WEE WO POWER POLE WS WATER SURFACE WSW'F WET SEASON WATER TABLE WT WEIGHT WV WATER VALVE WWF WELDED WIRE FABRIC WwM WELDED WIRE MESH Y YD YARD YR YEAR misc AND AT DELTA LINES BUILDING LINE CONTOURS 80 ----- ------ - --- -- RAILROAD TRACKS ------------- --------------- GAS MAIN LINES BOUNDARY CONSERVATION SETBACK CENTER LINE CHAIN LINK FENCE - --------- CONTOUR 80 — — — — — — — — — EASEMENT x x x FENCE GUARDRAIL LOT LINE PA PROPERTY LINE RETAINING WALL R/W RIGHT-OF-WAY LINE • • • • • • . . . . . . . . . . . . . . . . . . • • SETBACK LINE SHORELINE SWALE TREE LINE SANITARY 100 LF SAN 8 PVC 0.40% 100 LINEAR FEET SANITARY 8" PVC PIPE ® 0.40% SLOPE O CLEANOUT DOUBLE SANITARY SERVICE FORCE MAIN FM FM FM PVC PIPE MANHOLE WATER & REUSE WATER wm — wm WATER MAIN PVC OR DIP PIIPE 11 1/2' BEND 22 1/2' BEND 45* BEND 90' BEND I=i TEE Ili CROSS --rq— CHECK VALVE DOUBLE DETECTOR CHECK VALVE DOUBLE WATER SERVICE GATE VALVE FIRE HYDRANT O METER > REDUCER 0 BLOWOFF C444-0 BACKFILOW PREVENTER SAMPLE POINT C) UNDERDRAIN CEANOUT RWM— RWM— RECLAIM WATER MAIN REUSE WATER SYSTEM CONNECTION DOUBLE REUSE WATER SERVICE STORM DRAIN 100 LF STS 24 HDPE @ 0.20% 100 LINEAR FEET STORM PIPE 24" HIGH DENSITY POLYETHELENE PIPE ® 0.20% — — — — — — — — — UNDERDRAIN 8" PVC PIPE DRAINAGE FLOW DIRECTION .A FOOT INLET TYPE 1 .911 FOOT INLET TYPE 2 FDOT INLET TYPE 3 FDOT INLET TYPE 4 FOOT INLET TYPE 5 FDOT INLET TYPE 6 MANHOLE MITERED END SECTION SLOPE DIRECTION ARROW FOR POND SIDE SLOPE 000.00 SPOT ELEVATION m STORM INLET HIGHWAY & UTILITIES El BOUND CORNER CONCRETE COUNTY ROADS 901 DETAIL REFERENCE 24 DEMPSTER PAD FF=98-76 FINISHED FLOOR ELEVATION TYPE A W1 FHA LOT TYPE -- (D GUY POLE HANDICAP PARKING INTERSTATE ROADS LIGHT POLE SIGNS 16L��l 5 21 T 22 SECTION CORNER STATE ROADS SILT FENCE TRAFFIC FLOW PAVEMENT MARKING UTILITY POLE BLDG OR STRUCTURE TYPE F CURB & GUTTER MIAMI CURB CROSS SECTION DETAIL i-in (13AC)dddV NVI (I3N91S3C1 :11-1vos 0 4 l 0 vzz/ ti # 8or 10�130 o o a m M A < Ln o 5 Z 3 Ln S 0 m z > < m m o m 7u G) Z > > 0 z .0 Cn C-) Em 0 m o > m F C) 0 0 m Z _u M 0 > m 0 CD 0££8 6Z9 (LO-V) 19LZ2 DPIJOJA 'PUDIJIDV4 o9z a anuaA ORDJOH -3 L2-V 91d33NION3 MAJO N3CICFVW 3NON 3NON 3NON N194 LdOt KILSAS IMdSla -P IN3YLLV3SL 3DVM3S N114 "9 NIVI NIZL NIM N91 NIF1 J.Jg '-43Hd UOL NIM 33WJ a%3S AHVIINVS 'U3M35 AHVIINYS KLAYHO MOW N19 NIN JJ9 NIM NIZL NIM N19 '33Hd NML S1 NIVF! 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J k iNV?JCLJH JO iNONA 301A83S TIEIViOd 1V01d rim 331 IF (NV-1d 33S) dols ouno NO 3AIVA aLVO NIVY4 831VM DAd ONialine 'W Ot I Lam m 0% oe 0* oz 0 or HINDS DIHdVH-D 031VO0138 38 01 AM8 .* ONLLSIX3 AD .1F 'F('d,U) ),-l8V43SSV INVd01_H 38LI (ONmine NO 303) ,k-l8V43SSV ADOG .1, /M Z DGIG 777 OA83S 3N13 OAd GL-Na * nMH J, ONLLSIX3 01 103NNOO 'A'D Z L 331 :Z v W p pi J omm i RVA F" L M v M _ A y A q XOG H31VAS A083N3 SS38008d V ----------- a =- .. - - - - ._ --- = -- — -- ------ ------------ -------- --------- - -- - - - - - -- %0*'0 0-OAd 9 NVS --- --- . ......................... ------ 038 * x .9 90 H N NV S '7 %Gi,*O 0 OAd 9 NVS A-1 ZL 909Ld MM V OAd dOlS Nn 1 TdOIS NaNno .*/c ------------ ------- _J S190d 2 *6Z 1 NI 'ANI 4y HN VS - -------- t _ 301A83S N Aw 31 vm * %0 '0 ® OAd 9 NVS, 3-1 29 S1 20d %04'0 0 OAd 8 NVs zn ZL GOLOd ---- -------- ----- RM -2 0AA97 L OAF MEME1 0C-04 = 'ANI'V *0'0 NVS %O-L 0 7 OAd .9 Al CZ L090d CL,cc = ino 'ANI CL . Z* = V418 90# HN NVS dOIS eNno LT 4, R • i f W llp;� %Oil-O 0 NOLL03NNOO 38nin3T do-A ino-anis A8VIINVS .9 GOZLd 8E72 = ino 'ANI 8niS 847i: = N1 'ANI 6074 = H18 ZL# HN NVS NOLL02NNOO 3ar1n3 ao-A -0-9 z YtM «ZL Z)AdV -A-0 -V I F I VT WE) Z l (E) 838 .-VX.ZL 331 Z L (Z) ON138 380338 'ic13O TW RM Z1 NO 8-LLN30 IN3V43SV3 kLnLn , NOLL03dSN1 3d13 3HI AG 03103dSN1 38 _nVHS S3NI-1 3813 -nv (o *3A_1VA >103HO V S1 3Nn 303 3HI N1 03MOIlY 3AIVA AINO 3HI (-A T IN3r43SV3 NOLOnaLSNOO ANV8OdV43I *3d1d tL-NO 38 11VHS OCIA 3HI AS (1308VH0 3NI1 MIA ANV (3 3813 3HI AO 1333 09L NIHIIM 38 11VHS NOLL33NNOO IN3V1UVd30 38I3 3H1 (a '3Nn 38I3 3FL1 AO _:UO 38 71VHS NOLL03NNOO 831VM N3HI0 ON (3 *3AIVA >133HO 80I33130 318n00 3FL1 IV SIHVIS SONia-Tins 03-DiNiddS dOd 3NI-1 MILA 3HI (8 909W 4072 = ino 'ANI S MW 1,97C = NI 'ANI -190d 90*02 inO 'ANI 'NOO-W 03HSINI-I 3HI gg*gr = V41N 809Ld 9L'ZC = N 'AN 3AOGV 100-4-L iNlOd V IV ON3 GNV NOLL03108d 3813 9W HN NVS 9OLOd 9 L *Or . - N = AN dOj A13AISMOX3 03sn S1 ONIdId 3H1 HDIHM NI INIOd 62 V418 3HI IV N1038 _nVHS S3Nn MIA *S3NI-I 3814 _nVISNI 01 80# HN NVS NM ZL OAd GMnOM S1 HOIDV&LNOO 3AL3 SSV-10 V 'vqnr4lNlV4 IV (V 9L9Ld tOTE = ino 'ANI 06'LE = V418 GOLOd WOC = InO 'ANI :DNIO-Iine OTTMN18dS NOJ S.LN3Y438in038 90 HN NVS LOCLd "72 = NI 'ANI LO90d tg*02 = N1 'ANI o LOELd ZL-ZC = ino 'ANI L090d 4g'02 = NI 'ANI ot,11F = MIN L9*62 = V418 20 HN NVS LO# HN NVS NIVIN 33803 inONV3-10 /M 30LA83S ),HViINVS o,k 3 -i8d1 3�jnion S3'IOHNVVI /M ANVIINVS NIVM d31VM 3d1d MHOiS G N303 NOLL03NNOO Muni 803 WO L (2) 331 «b VW -K OAd TAM *I 3A z-in i33HS 33S 3N11H0iVH - .... . ...... . LfX3V9 ZAH 9 9 18H3SS* MO . ------------------ ------------------- ------------------ - --------------------------------- - %Ot,*O ® DAd 9 NVS --n 66Z GOZLd -- --- - -- -- - -------------- - ------- ------ ------- - ------- - -- -- --------- - --------------- ----- - ------- --- ----- --------------- ----------- ---------- Af) .-V e ee Y U DAd r _Z1 OAd : W, 71, 1' AI WO ZL (Z) Z� (, NO 0GA) TV A*o .9 331 Z L )( ZL ),IBV43SSV AOaO J, /M -4-41 gx.z L 2 0018 301A83S 381A OAd SL-8(l JLL"— - 16 rl 7 f . VW W ZL OAd ZL OAd T 09-92 = 'ANI'V NOLL03NNOO 'O'D NVS 7 3HrLLnA 80 . 0.8 Zw 3A_1VA 5Md .-V 'ANI X0 1 0 L090d 9012 ino OAd . 9 Al 29 -A-0 ZL T 90ZLd 8L12 N1 'ANI BrLLS SL' L2 = NI 'ANI Z9'O1, = V418 NOLL03NNOD 38run3 803 T 90# HN NVS %O1r'O 0 NOLL03NNOO 38nIfIA doi ino-anis AdVIINVS .9 T 0C-04 = 'ANI'V *0'0 NVS %O-L 0 7 OAd .9 Al CZ L090d CL,cc = ino 'ANI CL . Z* = V418 90# HN NVS dOIS eNno LT 4, R • i f W llp;� %Oil-O 0 NOLL03NNOO 38nin3T do-A ino-anis A8VIINVS .9 GOZLd 8E72 = ino 'ANI 8niS 847i: = N1 'ANI 6074 = H18 ZL# HN NVS NOLL02NNOO 3ar1n3 ao-A -0-9 z YtM «ZL Z)AdV -A-0 -V I F I VT WE) Z l (E) 838 .-VX.ZL 331 Z L (Z) ON138 380338 'ic13O TW RM Z1 NO 8-LLN30 IN3V43SV3 kLnLn , NOLL03dSN1 3d13 3HI AG 03103dSN1 38 _nVHS S3NI-1 3813 -nv (o *3A_1VA >103HO V S1 3Nn 303 3HI N1 03MOIlY 3AIVA AINO 3HI (-A T IN3r43SV3 NOLOnaLSNOO ANV8OdV43I *3d1d tL-NO 38 11VHS OCIA 3HI AS (1308VH0 3NI1 MIA ANV (3 3813 3HI AO 1333 09L NIHIIM 38 11VHS NOLL33NNOO IN3V1UVd30 38I3 3H1 (a '3Nn 38I3 3FL1 AO _:UO 38 71VHS NOLL03NNOO 831VM N3HI0 ON (3 *3AIVA >133HO 80I33130 318n00 3FL1 IV SIHVIS SONia-Tins 03-DiNiddS dOd 3NI-1 MILA 3HI (8 909W 4072 = ino 'ANI S MW 1,97C = NI 'ANI -190d 90*02 inO 'ANI 'NOO-W 03HSINI-I 3HI gg*gr = V41N 809Ld 9L'ZC = N 'AN 3AOGV 100-4-L iNlOd V IV ON3 GNV NOLL03108d 3813 9W HN NVS 9OLOd 9 L *Or . - N = AN dOj A13AISMOX3 03sn S1 ONIdId 3H1 HDIHM NI INIOd 62 V418 3HI IV N1038 _nVHS S3Nn MIA *S3NI-I 3814 _nVISNI 01 80# HN NVS NM ZL OAd GMnOM S1 HOIDV&LNOO 3AL3 SSV-10 V 'vqnr4lNlV4 IV (V 9L9Ld tOTE = ino 'ANI 06'LE = V418 GOLOd WOC = InO 'ANI :DNIO-Iine OTTMN18dS NOJ S.LN3Y438in038 90 HN NVS LOCLd "72 = NI 'ANI LO90d tg*02 = N1 'ANI o LOELd ZL-ZC = ino 'ANI L090d 4g'02 = NI 'ANI ot,11F = MIN L9*62 = V418 20 HN NVS LO# HN NVS NIVIN 33803 inONV3-10 /M 30LA83S ),HViINVS o,k 3 -i8d1 3�jnion S3'IOHNVVI /M ANVIINVS NIVM d31VM 3d1d MHOiS G N303 NOLL03NNOO Muni 803 WO L (2) 331 «b VW -K OAd TAM *I 3A z-in i33HS 33S 3N11H0iVH 15' PROPOSED U11UTY EASEMENT ♦ ♦ 1 4" TEE 2 (3) 14" G.V.A PVC 1*" WMA2 2- B.C. Y/ / / ; FOR FUTURE CONNECTION X MATCHLINE - SEE SHEET UT-1 I GRAPHIC SCALE 40 0 20 40 80 160 IN FEET I inch = 40 ft, MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Su ite 260 Maitland F 32751 ( 407� 629-8330 W O W 2 Z �E :5 < IL (L 0 LL w a z z 0� a- (n Z 0 -j 0 rn W a_ Z z W 0 a, 'n z L.j Z ly < z E , C) Z < o of > Z < CD uS cn E z > 0 F- C) 0 CNIA1 Ini LCO) 0, ELj;:: JOB # 08017 DATE: 04/22/10 SCALE: 1"=40' DESIGNED BY IAN — DRAWN BY: IAN APPROVED By .. DFG co UT-2 i -r774 ---- L 771 q , 17H ------- --- - ------------- 1 17- --------- ---------------- --- ----------- --- - --------- - ------------ =A- J IC I sZ . V . ... ...... .... ......... . .. ... . .. . .. ... ❑ ❑ ❑ ❑ 11 El El E] ❑ ❑ ❑ ❑ ------- ------- ------- ------ ------ ........ ... --- --- - ------ ------ 00- GRAPHIC SCALE 40 0 20 40 so 160 I I I I I IN FEET I inch = 40 ft 40.00 6.00 25.85 SEMINOLE COUNTY ENGINE 40' RADIUS feet Width 8.50 Track 8.50 Lock to Lock Time 6.00 Steerin An 39.30 LANDSCAPE ARCHITECTURAL DRAWINGS 0101 WINTER SPRINGS, FLORIDA ISSUED FOR PERMIT- 04.30.10 REVISED PERMIT SET- 10.04.10 II\ I�) I \ (� I IN I� \ 1 \ IIMR SHT. NO. ISSUE DATE REV. N0. REV. DATE SHEET TITLE L -001 04.30.10 2 09.02.10 OVERALL SITE PLAN (1:60) L -002 04.30.10 4 10.04.10 TREE SURVEY & SAMPLE AREA CALCULATIONS (1:50) L -100 04.30.10 5 10.04.10 HARDSCAPE PLAN L -101 04.30.10 5 10.04.10 HARDSCAPE PLAN L -200 04.30.10 3 09.23.10 HARDSCAPE DETAILS L -201 06.30.10 3 10.04.10 WALL ELEVATIONS L -202 NOT INCLUDED -- -- WALL ELEVATIONS L -300 04.30.10 5 10.04.10 CODE LANDSCAPE PLAN L -301 04.30.10 5 10.04.10 CODE LANDSCAPE PLAN L -302 04.30.10 5 10.04.10 CODE PLANT LIST & GEN. NOTES L -303 04.30.10 3 10.04.10 CODE LANDSCAPE DETAILS L -400 04.30.10 4 09.23.10 IRRIGATION PLAN L -401 04.30.10 3 09.02.10 IRRIGATION PLAN L -402 04.30.10 2 08.13.10 IRRIGATION NOZZLE CHART, DETAILS & GEN. NOTES L -403 04.30.10 -- -- IRRIGATION DETAILS L -404 06.30.10 -- -- PUMP STATION DETAILS & NOTES L -500 04.30.10 5 10.04.10 LIGHTING PLAN, LUMINAIRE SCHEDULE, & CALC. SUMMARY L -501 04.30.10 5 10.04.10 LIGHTING PLAN L -502 04.30.10 3 09.23.10 LUMINAIRE CUT- SHEETS L -503 08.13.10 -- -- LUMINAIRE CUT- SHEETS N.TS. Landscape Archh'tecture & Sh'te Hanntng • 120 West RoMnson Street • Oir�ando, Koyn'da, 32801=1617 • Phcne-0 4070 648=2225 Fax-o 4070 648=0175 CONANT & ASS OGATES � Ae: ?4a 49 CONANT &ASSOCIATES MATCHL INE 120 west Robinson Street Orlando, Florida 32801 -1617 Phone (407) 698-2225 Fax (407)698 -0175 S.1 Q Revis- 0430.10- ISSUED FOR REVIEW 05.06.10- ISSUED FOR AESTHETIC REVIEW OlZ2.10- A DDED BLDG. NUI TO SIT PLA OSM.10- REVISED PER alANGES TO SITE PL Pmject TOWN PARKE APARTMENTS WINTER SPRINGS, FL. OVERALL SITE PLAN Date: 04.30J0 k06: 1'=60' D..D: DR Checked: RRC He NamP,� NDrth Sheet L -001 SCHEDULE OF TREES WITHIN 1 00' X 100' SAMPLE AREA DESCRIPTION QUANTITY 10" OAK 1 12" OAK 1 4" OAK 13 5" OAK 10 6" OAK 6 7" OAK 7 8" OAK 7 9" OAK 1 TWIN 6 ", 9" OAK 1 QUAD 6 ", 7 ", 7 ", 10" OAK 1 10" PINE 1 17" PINE 1 4" PINE 1 5" PINE 1 6" PINE 3 7" PINE 3 8" PINE 1 GRAND TOTAL OF TREES >/= 4" WITHIN 59 100'X 100' SAMPLE AREA: m CODE AND REGULATIONS. THE PROPER PERMITS SHALL BE OBTAINED BY THE SITE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. NOTE: within the 100' x 100' sample area, all trees 4" or greater 4 5. TREE CLEARING AND VEGETATION REMOVAL SHALL REQUIRE A CITY OF in diameter when measured at a distance of 12" WINTER SPRINGS "ARBOR LICENSE" PRIOR TO THE COMMENCEMENT OF above ground level were located. WORK. SUMMARY OF TREES REMOVED ON SITE >/ =4" CALIPER: 6 • ALL INVASIVE AND EXOTIC PLANT MATERIAL SHALL BE REMOVED AND DISCARDED OF IN A PROPER MANNER. TOTAL ACREAGE OF SITE: 7.12 AC./ 310,075 SF: 7• ANY HAULING OF DEBRIS OR CONSTRUCTION WASTE FROM THE SITE MUST 310,075 SF/ 10,000 SF= 31 X 59 TREES= 1,829 TREES O MAINTAIN MOT ON 434 AND ALSO TUSKAWILLA ROAD. 8 • CONSTRUCTION WASTE CONTAINERS SHALL ADHERE TO THE CITY'S WASTE SCHEDULE OF TREES >/= 24% ENTIRE SITE FRANCHISE AGREEMENT. b� DESCRIPTION QUANTITY 24" OAK 1 25" OAK 2 26" OAK 1 101,558 SF 2e" OAK 2 32" OAK 3 wti 34" OAK 2 I 36" OAK 1 38" OAK 1 43" OAK 1 y 44" OAK 1 0) pG la GRAND TOTAL OF TREES ON SITE >/= 24 ": 15 I 24 OAK— NOT LOAGTED ON SITE 1 VA �A, CONANT &assocIa.TEs 120 West Robinson Street Orlando, Florida 32SM -1617 Phone (407) 648 -2225 Pax (407) 648 -0'175 S.1 0430.10- ISSUED FOR REVIEW 05.06.10- ISSUED FOR AESTHETIC REVIEW 0630.10- REVISED FER CITY COMMENTS 0WWO- RENSED NOTES PER CITY CCMMENTS 0502.10- REv15ED ENTIRE SHEET FER CHANGES TO 6 T 0IOD4.I0- REVS PER CITY TREE SURVEY LEGEND 24 OAK, "SPECIMEN /HISTORIC" TREE LOCATION, TO BE REMOVED \ 24 - PINE, "SPECIMEN /HISTORIC" TREE LOCATION, TO BE REMOVED NUMBER DESIGNATES SIZE OF TREE, CALIPER REVISED LIMITS OF WORK, 310,075 SF F —1 OF TOTAL AREA L I LIMITS OF 100' X 100' SAMPLE AREA, PER SURVEY SITE CLEARING NOTES: 1. NO BURNING OF REMOVED PLANT MATERIAL OR DEBRIS SHALL OCCUR DURING SITE CLEARING. 2. ALL TREES REMOVED SHALL BE CHIPPED AND SIFTED AS TO PROVIDE A LANDSCAPE QUALITY MULCH. O o - 3. ALL RECYCLED MULCH SHALL ONLY BE USED IN PERIPHERY AREAS OF THE SITE, NOT NEXT TO ANY STRUCTURE AS SHOWN IN THE LANDSCAPE DRAWINGS. 4. THE SITE CONTRACTOR SHALL COMPLY TO ALL CITY OF WINTER SPRINGS SCHEDULE OF TREES WITHIN 1 00' X 100' SAMPLE AREA DESCRIPTION QUANTITY 10" OAK 1 12" OAK 1 4" OAK 13 5" OAK 10 6" OAK 6 7" OAK 7 8" OAK 7 9" OAK 1 TWIN 6 ", 9" OAK 1 QUAD 6 ", 7 ", 7 ", 10" OAK 1 10" PINE 1 17" PINE 1 4" PINE 1 5" PINE 1 6" PINE 3 7" PINE 3 8" PINE 1 GRAND TOTAL OF TREES >/= 4" WITHIN 59 100'X 100' SAMPLE AREA: m CODE AND REGULATIONS. THE PROPER PERMITS SHALL BE OBTAINED BY THE SITE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. NOTE: within the 100' x 100' sample area, all trees 4" or greater 4 5. TREE CLEARING AND VEGETATION REMOVAL SHALL REQUIRE A CITY OF in diameter when measured at a distance of 12" WINTER SPRINGS "ARBOR LICENSE" PRIOR TO THE COMMENCEMENT OF above ground level were located. WORK. SUMMARY OF TREES REMOVED ON SITE >/ =4" CALIPER: 6 • ALL INVASIVE AND EXOTIC PLANT MATERIAL SHALL BE REMOVED AND DISCARDED OF IN A PROPER MANNER. TOTAL ACREAGE OF SITE: 7.12 AC./ 310,075 SF: 7• ANY HAULING OF DEBRIS OR CONSTRUCTION WASTE FROM THE SITE MUST 310,075 SF/ 10,000 SF= 31 X 59 TREES= 1,829 TREES O MAINTAIN MOT ON 434 AND ALSO TUSKAWILLA ROAD. 8 • CONSTRUCTION WASTE CONTAINERS SHALL ADHERE TO THE CITY'S WASTE SCHEDULE OF TREES >/= 24% ENTIRE SITE FRANCHISE AGREEMENT. b� DESCRIPTION QUANTITY 24" OAK 1 25" OAK 2 26" OAK 1 101,558 SF 2e" OAK 2 32" OAK 3 wti 34" OAK 2 I 36" OAK 1 38" OAK 1 43" OAK 1 y 44" OAK 1 0) pG la GRAND TOTAL OF TREES ON SITE >/= 24 ": 15 I 24 OAK— NOT LOAGTED ON SITE 1 VA �A, CONANT &assocIa.TEs 120 West Robinson Street Orlando, Florida 32SM -1617 Phone (407) 648 -2225 Pax (407) 648 -0'175 S.1 0430.10- ISSUED FOR REVIEW 05.06.10- ISSUED FOR AESTHETIC REVIEW 0630.10- REVISED FER CITY COMMENTS 0WWO- RENSED NOTES PER CITY CCMMENTS 0502.10- REv15ED ENTIRE SHEET FER CHANGES TO 6 T 0IOD4.I0- REVS PER CITY 208,517 SUMMARY OF "SPECIMEN /HISTORIC" ( >/= 24" CALIPER) P.*t SF � w� TREES REMOVED FROM THE SITE: 15 X °° I a ALL TREES ARE TO BE REMOVED FROM THE SITE S � O o - ORIGINAL 1 00' X 1 00' TREE SAMPLE AREA, PER SURVEY PERFORMED BY ALLEN & COMPANY \ ° m k I z: P k y 0 0 \ c Devi'` z \ I - > TOWN PARKS a \ N APARTMENTS \ \ ; WINTER 6PRINCx8, FL. a TREE SURVEY & C I SAMPLE AREA CALCULATIONS �z l `( C t n, t sr.e�N 3 0 — — — — — — Date: 0430J0 seek: 1 " =50' — - — — — — — — — ogee: DR Checked: Rip C He N" 1'PR<L002.DIJr, Nnrlh cs ., 43 .4 > m U p ° o o U o _ aa �Z w www shred L-002 MATCH LINE SEE SHEET wwww mmmmmmmmmm Sheet LINE SEE SHEET L-101 L-1 00 MATCH LINE SEE SHEET 1400 u r MATCH LINE SEE SHEET L -100 � C 6 10 -0' wID ' -0' HIGH DEC. DECORATIVE RETAINING WALL �' r GONG WALK wRE L D WITH DEC. ALUM. GUARDRAIL ALUM- FENCE IKE AC ON WITH 4` -0" SQ. j4' S STOP- J / ARC ITEC7 ELTER O ONG PAD PLANTERS PROJECT SIGNAGE , COMPACTOR WITH H/C ® -GONG FER TO SHE ACCESSIBLE CONC.� ® T ' A624a, DETAIL 4 WALK E FOR ELEVATIONS 4 TE WALK DETAILS, TYP- CONTROL PA Q \6 -0' WIRE J E A TE W K CONCRETE WALK DECORATIVE RETAINING GARDEN ACCES G CENTER WITH 4S' HT. 6` -0 WIDE E ALL WITH RAILINCs C ONANT GATE 2 DEC. PVC FENCE CONCRETE WALK HANDICAP RAMP HANDICAP CON TE WAL RAMP 10' -0" WIPE GARDEN STORAG Hlpy2P RAMP GONG ETE / ANDICAP RAMP CONCRETE WALK & ASSOCIATES 200 �� 6' -0' HIGH DECORATIVE AREA © MASONRY SCREEN HTEP WITS MASONRY COLUMN POTTING BENC WALL BY ARCH. O 4' -0" WIDE DECORATIVE AREA WITH SHADE — P K GATE FENCE 120 West Robinson Strad Orlando, Ploiida 32801 -1617 TRELLIS ON 4 Q POOL L 2 0 GRE - SCREEN' 3 Phone (407)698 -2225 THICK GONG. PAD SHOWER ON ETE 2O Fax (407)648 -0'175 1 MAINTENANCE BETA NING WALL TACTILE WARNING STRIP 6 -0' WIDE 2' -0' SQ. DECORATIVE s.1 BUILDING BY -- - ; ` i CONCRETE ARCH. / HANDICAP RAMP WALK MASONRY COLUMN RAISED ❑ ❑ ❑ V-0' WIDE CONC. POOL GARDEN / WALK EQUIPMEN ACC S5 DECORATIVE RETAINING PLANTERS ACCES ❑ ❑ ❑ ❑ 42 HIGH H DEC. VG PERIMETER F NC li G DE P FE < 1 WALL UJITH DEC. ALUM. 00 �� P L WITH 2'-0' SQ. MASONRY COLUMNS .' I .. - . � GUARDRAIL 6 0 U11 EQUIPMENT - DE 1 2 DOG � II CONC -WALK Q 1 PARK j ORCHARD AREA CONCRETE STEPS RULES 12 -0' WIDE DOUBLE SIGNAGE - — DECORATIVE GATE I PEDESTRIAN FOR MAINTENANCE 4 BIKE RAGD ON C E LAN ING, TY ACCESS GATE ee sloe DOG BIKE RIDER DECORATIVE PARK / ACCESS. PROVIDE V rol- 1 0WIDE MASONRY COLUMN GATES WITH CONCRETE WALK r J' Q 0430.10- issuED roR REVIEW RESIDENT LOCKING 05.06.10 issuEO FOR MECHANISM DECORATIVE MASONRY 6 -0 EC. ALUM. 2A I RETAINING WALL AESTHETIC REVIEW I ' '1 07.07. W SITE PL PER - O TIE INTO EXISTING WALK 0" WIDE CONCRETE WALK CITY CaHMENT3 ENTRE 6,11. 1 ECORATI VE IGH D 2 - PUTTING _ '� L) 1 m3.13Jm #vIS PER C1T1' ❑ — ASO — — GREEN NR� G9LU�IN COMMENTS BALL '._. COURT DECORATIVE HALL WITH � 051m.km REvISED ENTIRE SHEET RETAINING WALL WITH PERGOL ONCRETE WALK RAILING AND 2'-0' SQ — — — — — — — — PER CHANCES To SITE MASONRY COLUMNS COMMENTS 10.04.10- REVISED PER CITY COWIENTS IRRIGATION PUMP LOCATION WOOD BOARDWALK GAZEBO BY ARCH. A TOWN PARKE APARTMENTS WINTER SPRINGS, FL. HARDSCAPE PLAN Date: 0430J0 scole: I" =30' D. - pR Checked: RFC File W- e: TPRKLIDI.DU G Neath cD o Y a ti a wa � rn z a Up LL r o sheet w Z U LL -10 aLLo �Z w www S.S. METAL ROOF TO MATCH ARCH. t SPHERE POST CAP I' X 1 -1/2' WIDE ALUMINUM RAILS 2 .1/2" SQ. • CONANT �9 DECORATIVE 0 TILE INLAY ALUMINUM POST 1 J & ASSOCIATES I' SQ. PRESSED POINT ALUMINUM PICKETS 120 West Robinson Sheet PRECAST 1" X 1 -1/2" WIDE ALUMINUM Orbndo Florida �1 WATER-TABLE FINISH CxRADE IN 5 A E CHANNEL RAIL 1 / Fax 64M75 0 sed 0 PROJECT ICON ELEVATION � EENGE ELEVATION I SCALE: I/2 " =I' -m' 22 SCALE: I /2 " =I' -0' POOL AREA PERGOLA - ELEVATIONS STEEL STRUT ROLLED JOIST LEVERED 3E AM '4-SCREEN NR`I' COLUMN WITH AST GAP zR-11 0430.10- ISSUED FOR REVIEW 05.06.10- ISSUED FOR AESTHETIC REVIEW 07.02.10- REMOVED WALL PENCE DETAIL 08.13.10- ADDED POOL AIWA PEW 50 L A DE TAI L S r c OS2S.10- REV pER CITY COMMENTS A 0 SCALE: 1 /2 " =I' -m' TOWN PARKE APARTMENTS WINTER SPRINGS, FL. HARDSCAPE DETAILS Dote: 04. sole: A& NOTED Drawn: DR Checked: RR�. Rae "'tf RKL200.DWCx Horlh Sheet L-200 pF 4 • 144 0 Mal 0 :3 CONANT -20 &ASSOCIATES S R. 434 120 West Robinson Shed Orlando, Florida 32Wl-1617 Mime (407) 60-2225 Kr:�� PLAN Fax (4M 648-M75 SCALE: 1'=250'-0` III II II --- --- -------- I - - ---------- z2-11 0430.10- ISSUED FOR REVIEW I. ------------ - - ------- -------------- ------------------------- -------- ----- -- ---- ---- -- ----- ------- ---- - AESTHETIC REVIEW 010210- SHEET APjDIFZ> TO SET 2.59 PE AREA LANDSCAPE AREA IL 08.131P- REVISED WALL LAYOUT Fr=R CIvlL GRAPrS MAINTENANCE ACCESS BREEZEWA*l' -------- -- – – ENTIFM S�IEIET 0-3M.10- REVISED HA STEPS W1 L CRAT PER CWAW�IES TO SITE / BALCONY _ � 10,04.10- REVIBIED PER CITY RETAINING WALL __ __.. OOr EWTS ELECTRICAL SWITCH 10'-0' WIDE CONC. WALK RIGHT OF WAY LINE GEAR S.R. .4 -3.4 Pr*d BUILnIN6 I ANn 2 RETAINING WNALL- FLAN \/Ir=A SCALE: 1'=10'-O' TOWN f:>AR<E APARTMENTS WINTER SPRINGS, FL. RETAINING WALL ELEVATIONS 8L DC 1 2 Date: 04,30.10 ti o z +- scale: AS NOTED low . LL ...................... Drawn: DR Cheded: p File N—�,__ L MEW F A =NT =Mr P AI NT ED Cr PLASTER COLUMNS WITH PRECAST CAP SLACK POWDER PAINTED CEMENT COATED DECORATIVE COATED F PLASTER COLUMNS WITH ALUMINUM PENCE PAINTED CEMENT PLASTER 3—: COATED DECORATIVE PRECAST CAP ;0 ALUMINUM PENCE � - — - All A I I 1�llh RETAINING WALL WITH PRECAST DE PAINTED CEMENT PLASTER RETAINING DE COR ATIVE ALUMINUM CAP 0 C WALL WITH PRECAST CAP PEDESTRIAN GATE Shee z Z� <, I A2 BUILDINS I AN=� :2 RETAININ& HAL ELEVA710N SCALE: 1'=10'-O' z L -201 w di piroe P )OA 1 A 9 Vol oil N CONANT &ASSOCIATES 0C &; z MATCH LINE z wawa 1W West Robinson Street Orlando, Florlda 32801 -1617 Phone (407) 648-2225 Fax (407) 648-0175 seal LL 0430.10- ISSUED FOR REVIEW 05.06,10- ISSUED FOR AESTHETIC REVIEW 0630.10- REVISED ENTIRE 5HEET PER CITY CItIlIENTS .11BE. P. CITY CCMM TS 0-3M.10- REVIMD ENTIRE SHEET PER GWAN4IES TO BITE 0923,10- PEVIeED PER CIT CZIMMENTB 10,04.10- REVISED PER CITY COMMENT$ TOWN f:>AR<E APARTMENTS WINTER 5F'RING5, FL. CODE LANDSCAPE PLAN Vl/ SW.: I " =30 Drawn: Chinked: pR "I" '7F-R<L3001:)WG Holh L-300 o Is 0 LOCATION Ai, OF TREES SH, REVIEWED 5' 150' LENGTH 1510-eARRIE INSTALL 510-5ARRIEI OF 29 " DEPTi _ET L-300 j p // mmmmmm - f, 90600 CONANT &ASSOCIATES 120 West Robinson Street Orlando, Florida 32801 -1617 Phone (407) 648-2225 Pax (407) 648-0'175 S.1 z R is,_ — 0430.10- I SSUED FOR REVIEW 05,06.10- lasuEr> FOR AESTHETIC REVIEW 11 REVISED .14TIR. SH EET PER CITY COMMENTS 0e.13.10- 5MN91ED PER CITT commlENIS 0502.10- REVISED ENTIRE SHEET PER GHAWE6 TO 6 : os2wo- FrvlrED F G1T_ COMMENTS I.Vl.. PER CITY cowlENTS P.*t TOWN PARKE APARTMENTS WINTER SPRINGS, FL, I CODE LANDSCAPE PLAN Date: 04.30J0 Scab: r=30, D..,: c)iR Checked: iRp He `­`t`F,<L301.QlJri NDr[h Sheet L-301_ 7 % % % L A LAC UNITS AND U ILITIES TO BE SC EENED WITH LA DSCAPE MATERIA LL TH T W ILL PROVIDE S F U ICIENT COVER REFER TO SHEET L-302 FOR PLANT LIST & ENERAL NOTES CODE LANDSCAPE PLAN Date: 04.30J0 Scab: r=30, D..,: c)iR Checked: iRp He `­`t`F,<L301.QlJri NDr[h Sheet L-301_ PLANT LIST (PLANT LIST 3 QUANTITIES INCLUDES ALL PHASES 1 -4) EVERGREEN PASPALUM GENERAL NOTES o NATIVE/NON- NATIVE I. ALL UNPAVED AREAS SHALL BE COVERED WITH ZOYSIA SOD OR BAHIA AS INDICATED ON PLANS. /u SUGGESTED TREES SAND CORD GRASS f° M. � m ° O "�DL 7 .'; 2. NEWLY INSTALLED TREES SHALL HAVE THEIR CALIPER MEASURED 12' ABOVE THE SOIL LINE. 3. ALL PLANT MATERIAL SHALL MEET OR EXCEED THE STANDARDS OF FLORIDA NO 1 AS GIVEN IN "GRADES AND STANDARDS FOR NURSERY PLANTS 1998,' STATE OF FLORIDA, DEPARTMENT OF AGRICULTURE, TALLAHASSEE, AND `t 1 GAL., 28 " -30" HT. X 30" SPRD., 48" O.C. NATIVE SUGGESTED LARGE SHRUBS, ACCENTS d VINES ANY AMENDMENTS THERETO. vA i ® 21 QUERCUS VIRGINIANA 'HIGHRISE' HIGHRISE OAK 200 GAL., 16'- 18'X10' -12', 6" CAL., 40' O.C. NATIVE 4. THE LANDSCAPE ARCHITECT MAY REJECT ANY PLANT MATERIAL BROUGHT TO THE SITE WHICH HE DEEMS TO BE OF INFERIOR QUALITY OR APPEARANCE. SANDANKWA VIBURNUM 1 GAL., 30" HT. X 24 " -28" SPRD., 30' O.C. NON - NATIVE 38 �ODOCARPUS MAGROPHYLLUS PODOGARPUS 5. ALL PLANT BEDS SHALL BE TOP DRESSED WITH A MINIMUM OF 3" PINE BARK MULCH OR PINE STRAW MULCH AS SHOWN ON PLANS. • COO `© = `�'24 MAGROPHYLLUS PODOGARPUS 15 GAL., 48" Ht. X 24" SPRD., MATCHED 6. ALL TREES AND SHRUBS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL INSPECTION. ORANGE BIRD -OF- PARADISE 1 GAL., 30' HT. X 24 " -28' SPRO. NON - NATIVE A 24 TRAGHELOSPERMUM JASMINOIDES CONFEDERATE JASMINE 1. ALL TREES SHALL HAVE ALL SYNTHETIC BURLAP REMOVED FROM THE ENTIRE ROOT BALL_ JUTE BURLAP SHALL BE REMOVED FROM THE TOP ONE -THIRD OF THE ROOT BALL. THE TOP THREE ROWS OF SQUARES ON ALL CAGES AROUND THE ROOT BALLS SHALL BE CLIPPED OFF AND CONANT ® 6 UERGUS VIRGINIANA 'HIGHRISE HIGHRISE OAK 65 GAL., 12' -14' Ht., 6' SPREAD, 3 I/2" CAL. NATIVE B. REMOVE C RACTOR SHALL READ AND ADHERE TO ALL WRITTEN SPECIFICATIONS. & ASSOCIATES �. J J THE CONTRACTOR SHALL VISUALLY INSPECT THE SOILS CONDITION OF THE SITE. HE SHALL DIG A MINIMUM OF 12 TEST HOLES 3 FOOT DEEP ® 11 QUERCUS VIRGINIANA LIVE OAK 65 GAL., 12' -14' HT., 6' SPREAD, 3 1/2" CAL. NATIVE 9. RANDOMLY AROUND THE SITE, HE SHALL PERFORM PERCOLATION TESTS IN THESE HOLES FOR A PERIOD OF ONE HOUR EACH. THE HOLES SHALL BE FILLED WITH WATER AND IF THE HOLES HOLD MORE THAN 6' OF WATER AFTER ONE HOUR, THE LANDSCAPE ARCHITECT SHOULD BE NOTIFIED OF THE PROBLEM. THE CONTRACTOR SHALL RECOMMEND SUBSTITUTIONS OF PLANT MATERIAL AND PLANTING INSTALLATION TO ACCOMMODATE POOR DRAINING SOILS. 120 West Robinson Sbred Orlando�Plrn3da32801 -1617 A O A2 18 MAGNOLIA GRAND IFLORA 'GREENBACK' GREENBACK MAGNOLIA 100 GAL., 14'- 16'X1' -V, 4" CAL. (LANDSCAPE CONTRACTOR TO TEST SOIL PH IN LOCATIONS WHERE MAGNOLIAS ARE TO BE PLANTED. IF THE SOIL PH IS 1 OR GREATER (ALKALINE) PROPER SOIL AMENDMENTS SHALL BE ADDED TO PLANTING AREA AND MAINTAINED.) O 5 ELEOCARPUS DECIPENS JAPANESE BLUEBERRY 45 GAL., 8'- 10'X4' -5' NATIVE NON - NATIVE THE CONTRACTOR SHALL PROVIDE A SOIL TEST IN FOUR LOCATIONS AND PROVIDE RECOMMENDATIONS FOR AMENDMENTSBASED ON THE 10. RESULTS. IMPROPER SOIL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL RECTIFY ALL INCURRED DAMAGES AT NO ADDITIONAL COST TO THE OWNER THE CONTRACTOR SHALL REVIEW THE SOILS REPORT ON FILE WITH THE OWNER. 11. THE INSTALLATION OF PLANT MATERIAL SHALL BE VIEWED AS ACCEPTANCE BY THE CONTRACTOR OF EXISTING GRADES AS GIVEN TO HIM, 12, THE CONTRACTOR SHALL PROVIDE TO THE LANDSCAPE ARCHITECT A WRITTEN LETTER OF ACCEPTABILITY OF GRADES. FAILURE TO DO SO WILL BE VIEWED AS AN ACCEPTANCE OF EXISTING GRADES BY THE CONTRACTOR 13. THE CONTRACTOR SHALL BERM ALL PARKING LOT ISLANDS 12' ABOVE TOP OF CURB ELEVATION WITHOUT EXCEEDING A 4 .-1 SLOPE (TYPICAL). Phone (407)6!8 -2225 Pax (407)"" - M75 sI A2 31 LAGERSTROEMIA INDICA 'STANDARD' O STANDARD CRAPE MYRTLE 100 GAL., 4" CAL., MATCHED NON- NATIVE FROM THE POLE. SEE TREE AND LIGHT POLE ISLAND DETAIL. 14. WHERE LIGHT POLES AND TREES BOTH OCCUR IN A PARKING LOT ISLANDS, THE TREE SHALL BE SPACED AN ADEQUATE DISTANCE FROM THE POLE. SEE TREE AND LIGHT POLE ISLAND DETAIL. O A2 48 LAGERSTROEMIA INDICA CRAPE MYRTLE 30 GAL., 8 -10 X4 -5, 3 AGGREGATE CAL. NON - NATIVE 15. THE CONTRACTOR WILL BE REQUIRED TO SAND AREAS OF SOD THAT ARE NOT SMOOTHLY APPLIED TO ELIMINATE SMALL IRREGULARITIES IN GRADES. LARGE IRREGULARITIES IN GRADE WILL REQUIRE REGRADING RES THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF THE SITE INCLUpING ALL LL MOW. 16. MOWING, EDGING, TRIMMING, PRUNING d SPRAYING A OF PESTICIDES d FUNGICIDES UNTIL THE TIME OF FINAL ACCEPTANCE BY THE OWNER 11. IF PROJECT IS INSTALLED IN PHASES, OWNER WILL PROVIDE PHASING INFORMATION AT TIME OF BIDDING PROCESS. O A2 61 LIGUSTRUM JAPONICUM LIGUSTRUM TREE 45 GAL., 8'X8',5 -6 CANES MIN. NON - NATIVE IS- ALL PLANT MATERIAL SHALL BE ACQUIRED FROM GROWERS WITHIN 100 MILES OF SITE. 19. ALL LANDCAPE ISLANDS SHALL BE FREE OF LIMEROCK AND CONSTRUCTION DEBRIS PRIOR TO PLANTING. THE SITE CONTRACTOR SHALL NOT 0430.10 155UED rOR REVIEW 05.06.10- issuEOFOR FILL AND COMPACT ANY AREAS WITH LIMEROCK SUB -BASE INTENDED TO BE A LANDSCAPE ISLAND OR LANDCAPE AREA. IF SUCH AN AREA IS FILLED AND COMPACTED, IT WILL BE THE CONTRACTORS RESPONSIBILITY TO REMOVE THE LIMEROCK AND RETURN THE AREA TO A AESTHETIC REVIEW p1 14 PLATANUS OCCIDENTALIS SYCAMORE TREE 100 GAL., 14'- 16'X1' -3', 4" CAL. NATIVE NON- COMPACTED STATE. 11 0630.10- WISED PLANT LIST I A NOTES PER CITY COMMNTS 10 ACER RUBRUM 'FLORIDA FLAME' FLORIDA FLAME MAPLE 100 GAL., 14'- 16'X1' -3', 4" CAL. NATIVE 08.13.10- IMNSED PER CITT COMMENTS IRRIGATION NOTES OSO2.10- REVISED PLANT OTYS. a 6 TAXODIUM ASCENDENS POND CYPRESS 45 GAL., 10'- 12'X5' -6', 4" CAL. NATIVE 1. THE IRRIGATION SYSTEM SHALL BE INSTALLED ACCORDING TO STANDARD CODES AND REGULATIONS. THE AUTOMATIC IRRIGATION SYSTEM AS REQUIRED BY THIS PART SHALL BE MAINTAINED IN PROPER OPERATING CONDITION. THE AUTOMATICALLY CONTROLLED SYSTEM SHALL BE PER CHANW8 TO BITE ®9231 ® - RE ISED PER CITY OPERATED BY AN IRRIGATION CONTROLLER THAT CAN PROVIDE HIGH, MEDIUM, AND LOW WATER USE ZONES AND TURFGRASS AREAS ON COMMENTS 4 13 TAXODIUM DISTICHUM BALD CYPRESS 100 GAL., 14'- 16'X1' -3', 4" CAL. NATIVE DIFFERENT SCHEDULES. A MOISTURE SENSOR AND / OR RAIN GAUGE SHALL BE PROVIDED ON THE AUTOMATIC IRRIGATION SYSTEM TO AVOID IRRIGATION DURING PERIODS OF SUFFICIENT RAINFALL. THE IRRIGATION SYSTEM HAS BEEN DESIGNED AND SHALL OPERATE CONFORMING TO ©10.04.10 - REVISED PER CITY a 22 TAXODIUM DIStIGHUM BALD CYPRESS 30 GAL., 9'- 12'X3' -4', 3' GAL. NATIVE ALL ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT MANDATORY WATER USE RESTRICTIONS AND REGULATIONS AND FLORIDA BUILDING CODE (FBC) APPENDIX (F). Al COMMENTS A 2. ALL LANDSCAPED AREAS SHALL BE ACCOMPANIED BY AN AUTOMATIC IRRIGATION SYSTEM THAT SHALL PROVIDE 1009. COVERAGE. O 60 PILAUS PALUSTRIS LONG LEAF PINE 15 GAL., 1'- 8'X3' -4', 1 1/2" CAL. NATIVE 3. A RAIN SENSOR WILL BE PROVIDED. Patted ® 61 ILEX VOMItORIA YAUPON HOLLY 30 GAL., 5'- 6'X5' -6' NATIVE 4. THE SYSTEM SHALL OPERATE FROM WATER SUPPLIED FROM THE ADJACENT POND SOUTH OF THE SITE. A PUMP STATION SHALL BE PROVIDED WITH A 4" SUBMERSIBLE RECHARGE WELL FOR THE PONp TO BE USED ONLY IN PERIODS OF LOW RAINFALL. 0 3 CUPRESSUS SEMPERVIRENS ITALIAN CYPRESS 24' HT., MATCHED NON - NATIVE � 3 CITRUS SINENSIS NAVEL ORANGE 15 GAL., FULL NON - NATIVE TREE SAVE/ REMOVAL NOTES D 1. A TREE SURVEY WAS PERFORMED BY A LICENSED SURVEYOR. PLEASE REFER t0 SHEET L -002 FOR EXISTING 'SPECIMEN AND HISTORIC" TREE (SEE 0 1% GENERAL LANDSCAPE NOTES THIS SHEET FOR SPECIAL INSTRUCTIONS.) LOCATIONS AND CALCULATIONS OF TREES REMOVED. SUGGESTED GROUNDCOVERS/MEDIUM SHRUBS 2 NO TREES SHALL BE PRESERVED. DIETES VEGATA WHITE AFRICAN IRIS 1 GAL., FULL IN POT, IS" O.C. NON- NATIVE DIANELLA TASMANICA BLUEBERRY FLAX 1 GAL., FULL IN POT, IS" O.G. NATIVE TOUJN PARKE ILEX VOMITORIA 'NANA' VIBURNUM OBOVATUM 'WHORLED CLASS' DO. YAUPON HOLLY WHORLED CLASS VIBURNUM 3 GAL., 15" X 15", 24" O.G. 1 GAL., 18' X 24 ", 24' O.C. NATIVE NATIVE APARTMENTS 5UL51NE FRUTESGENS ® TULBAGHA VIOLACEA A , ,_ _ ��_ ... _ .., ,_ , ..,�. ,� . , _ .. DESERT CANDLES 1 GAL., FULL IN POT, 12' O.G. SOCIETY GARLIC 1 GAL., FULL IN POT, 12" O.C. (PLANT IN FRONT OF DEC. KNEE WALL) NON - NATIVE NON - NATIVE WINTER SPRINGS, FL. PASPALUM QUADRIFARIUM EVERGREEN PASPALUM 3 GAL., 24 " -28" HT. X 24" SPRD., 36" O.G. NATIVE SPARTINA BAKERI SAND CORD GRASS 3 GAL., FULL IN POT, 36" O.C. NATIVE SERENOA REPENS 'SILVER FORM' SILVER SAW PALMETTO 1 GAL., 28 " -30" HT. X 30" SPRD., 48" O.C. NATIVE SUGGESTED LARGE SHRUBS, ACCENTS d VINES 2 A �422 VIBURNUM OBOVATUM WALTER'S VIBURNUM 1 GAL., 30 " -36" HT, X 30' -36' SPRO, 36" O.G. NATIVE & cpc�:tpq ©655 1,/IBURNUM SUSPENSUM SANDANKWA VIBURNUM 1 GAL., 30" HT. X 24 " -28" SPRD., 30' O.C. NON - NATIVE 38 �ODOCARPUS MAGROPHYLLUS PODOGARPUS 15 GAL., 48" Ht. X 24" SPRD., MATCHED NON - NATIVE COO `© = `�'24 MAGROPHYLLUS PODOGARPUS 15 GAL., 48" Ht. X 24" SPRD., MATCHED ® 5 STRELITZIA NICOLAI ORANGE BIRD -OF- PARADISE 1 GAL., 30' HT. X 24 " -28' SPRO. NON - NATIVE A 24 TRAGHELOSPERMUM JASMINOIDES CONFEDERATE JASMINE 1 GAL., 8 -9 RUNNERS MIN., TRAIN TO TRELLIS ANON- NATIVE SUGGESTED SOD d MULCH A ZOYSIA SOD 3' PINE BARK MULCH W W w W W BAHIA SOD 3" PINE BARK MULCH A CODE PLANT LIST & NOTES Date' 0430.10 Scab: r=30, D.- DR Checked: RRC He '" f- RKL302DU1G Neath sheet ® L -302 �APm S1 "N S1'N S "1'N mNz 71'q7(-LZ1C1 CINV"791 19N I ai I nG ®-L 7CIV 9N I S)Vcig GnNHs s ziziN- N �� l l I TD I�VS SIN ZIN I � C - L raV 9N UNVIci '����N'�� llvm �Naln9 77vm �N a7m9 0 oA NOI10E9 z� "V3dV EONVdV370 � � v o 3H1 Nl NVI a3111W?J3d SI 000 m D „ZI NVHl d31dOHS 1 1// IIr I` NaAOOQNnod-,) o O dNV 3dnl 0 0 D Cl .Z �A -r _ "1NVdaJ.H 3.413 V 30 1NOd3 7Vn03 7Vnt�)3 b c yuaN NI a31NV7.4 39 nnVHS s31dVA 3 S9ndHS NO S33d1 ON o 'i7NIaaOS d03 3ov3dns H100WS r)NIOVdS "0'O '17Vm =7NIa71n9 IQ�m��>I�� wory alld "NIW X Z V d03 3dVd HSINI3 77VHS 3HI wod� J.VMV (SNV7.4 3Hl NO " ' VEN 8 V 3dV05QNV7 30 37dNIVdQ ,177roHdrd� rmorls sd) .1doNdo pd x0,4 '7NI0VdS J X V I p_ p 3?�I3 V d0 3aIS�HOV3 3/�I11SOd aNnSNI Ol a7l=i �d nIOS 3H130?!313WVIa 3H11 1V 0'O Z/I NIW .0-,I wOd3 ,9 L NO >I0V8 3Hl 3alnod.4 77VHS dolovdlNOO rJN10VdS a31Nv7d 39 a7nOHS Sr)NIa7In9 d310N 8b �o� Od3 ,0 -, b 070 NVHI .435 '1HrJ13H 0'O Ol W 7Vnt>3 01 1N30VrQV 93341 '3ION OI PJ£ bPJ J.NV d31NV�d 39 ION „ZI V a330X3 OI ION aNV7Sl 77Vm r)Nlalln9 3Hl WOd3 awa 77VHS .ZI NVHI d377VI 107 VNI>IdV.4 HOVE NI WdE9 I7NI0V.49 d31N30 99nNHS aNV S33d1 o I'b V 3alnOdd of dolotrdlNOO NO 3Hl 30 30NV1SIa V 30V3 r)NIQ7In9 ,1VmV ,81 1 IV a3INV7d 38 77VHS SW7V.4 Vd3317,110Va 3Hl WOd3 .1VmV a31NV7.4 39 a7nOHS SW7Vd J dVNVO 'SW7V.4 N33no SV HOns SW7v.4 31vNN.4 Sr7N1a7In9 01 1N30VraV a31NV7.4 "77Vm i7NIa7In8 3HI woad Sd3A00aNnodr) aNV SSndHS :31ON ,1VmV ,8 19V37 1V a31NV7d 39 77VHS SW7Vd NV3 3S3NIH0 'SW7V.4 VINOl�JNIHSVm'SW7Vd 7V9VS SV HOnS Sw7v.431VW7V.4 1 ' 310N lldl34 3dVOSGNb'l IQ /1 NV-Id 's-l'N 'STN 1 1 Ox1 '74=V 9N 11NV 7c:4 NO l� s o Sx7NI�dS ?!GINIm \ 9V2NV IDNI>INVd NI 9.4019 733Hm 9V 3nd39 HOIHm s9dno Ol 1N30vrav 3dVdr d3H9INl3 77V9 a3IVOO7 N3Hm aAO9V a3IVOIdNI VV a31NV7.4 39 77vHS S9ndHS 100? 30 S1N3Wl?�bdb llv9 loos wnwlNw .9 d313wV1a x 77dm do 3av�v3 IDNIa71n9 m 11 I I I �- 3 >Nb`d NMOI / 1 �r3da Nra70 1 1 i_ zill o to to to Il l -III- 1 to 1 1+ �ad V49144 � S.IIVHS?JVW 3MIJ aid a39w3a -01 Sln3w0V uIV aid 11713a a3aaV -00090 M31A3a ")I13H193V a!I aanssl -mr mow m31n3a ajO a3nsSI - ormsvm O / 1NVda,1H 3.413 O 33.41 ,1dONV0 "NIW .U7 -, X w „m - ,b \ IW 0 - ,I 9ndHS "1H +,ZI / I V S1N (SW S3IO3ds XIN30H.4 77V 403 a36n 39 OI) W31S lS Wd01S 7l^lz) III ii O1NI Call 39 Ol NIV SC�GCNn rDN I1NV 7d 3.40339 a3/ OW3d J 73137dW00 E9 77VHS S7VId31VW m g sn7d vla ��valooa t7Nl�!47^00 77V8 100?J 77V 0 7713>:DVG QNVS 39.4700 lOa3 a l� -f 3aVdt) a3HSINl3 d30nVS 7105 Hr)IH .b .0,i '>INndl 30 ECIS Wod3 ,b 'Hld3a Ho7nw „£ I -S SAUKW9 (M) Mt1 SZZZ-869 (M) auogd 6191 -wm BPPM I OPUV[l0 Pa% U PDM OU ? t SHJLVIDOSSV � JLNV OD 0 W31S 8 H07nW N27%29 dv370 „b'd3no0 H07nW £ 3dVdr) 1N30VfQV 3AOGV 171Hr)17S a31NV7d 39 77VHS S9ndHS 77Vm/r)NI a71n9 r)NIOV .4S '� "O Ol 1N30VraV u7NI0VdS "0 "O 'a39 Ho7nw =o llwn "9dm do >I7dm3als d0 'aoS 30 3z)a3 ZI + r)NIOV.4S '0'O Z/I Nb' a39 H07nW� 9n .4HS HOV3 N33m139 azJVNIVda aAI11S0.4 3al/\Od.4 O '7 1'7'-L;3C 1S)N 1 -LN'7"7c4 � n L 3avd� 3noSv PO a 0 9 7709 ICON 30 401 �p " 3aVdi7 m0739 a0 0� £ a31dn9 ar.4 3>IVIs bzxbXZ V Hllm a3dno3S (Nmod9 a3INIVd) a0om bXZ -b S 1 N aV3?JdS 93�vd9 -� I'�1� �N'�`f� I`� ®� 1� I `f �M�1 m - 1Hr)13H 3 i A W N011V73d o F NI a31V0o7 39 77S VH O m SN311V9 30 1H'-713H IM �Nndl w7V .4OINI SNE11V9 7IVN ION OQ \ SQNVS 731 35 .b /£ - Z Hllm 9N311V9 3dn03S / "Ir 4 "N3 11 S3H9nd w7V.4 711Nn Call zDNI1NV7d NI7W3d 01 craH "3NImI 3341 aNV7S1 379VC:rNI73aO19 Hllm 107 r)NI>Id7.4 Sallod3 311 "WnWINIW - SQNOdd .1H17V3H L - S WMI 11- 9N 11N' 7ci /INn i-L u - i nv � 3ic"79ns a39dn1SIQNn 771=1l 7109 a3ZINEA7n.4 COS lld 33.41 30 S3aIS N3H=)nOd 77VS ICON 30 d3134V1d 3H1 301m1 39 Ol 1Id 33.41 30 d313WVIa d30nvF 7109 ,£ >INnd1 t Ho7nw "Nml9.40370 .b'd3/00 H07nw ,£ a3I.430ov 39 771m dv7dn9 0)UEH1N.1S ON "77V9100d 3o adIH1 - 3No dol wod3 dv7dn8 ln0 t sdvdlS t 3NIm1 77V BAOW3d '3aVdr) HSINI3 1N30VraV 3/'09b' „b a3INV7.4 39 77VHS 33.41 30 3SV9 NV NI t rnOH9 SV a30Vld S3>IV1S 3NI.4 1.4 ,SxZxZ - £ 33PJ1 dad 937od 3o �!i39wnN X03 3noSV 1 7 310N 335 "dJ l '.40.415 H1O70 390H 7!!1 >I0V79 a307NO3N13d s370d (£) S33d1 - Mv S9 -GSI 5370.4 (Z) 93341 "7V'-7 SI '33dI dad 9370.4 30 J.lIINVno & GEN. NOTES ,I /// �1 I I Eel U, At CONANT &ASSOCIATES 1M West Robinson Shed Orlando, Florida 32801 -1617 Phone (407) 648-2225 Fax (407) 64M75 TOWN f:>AR<E APARTMENTS Date: 04,30.10 sIde: rm3o Drawn: Checked: DR 'I" "'fPR<L400DWG I VU 554 A, JOYHF5 All lb-, Sheet LINE SEE SHEET L-401 �, L-400 z2-11 0430.10- ISSUED FOR REVIEW 05.06,10 ISSUED FOR AESTHETIC REVIEW 0630.10- REVISED ENTIRE SHEET PER CITY CItt-ENTS .11SE. .1. PER CHANGES TO LANDSCAPE 0502,10- REVIMD ENTIRE SHEET PER CHANGES TO SITE 0923.10- REVISED IRRIGATION PER CITY GOWENIS TOWN f:>AR<E APARTMENTS Date: 04,30.10 sIde: rm3o Drawn: Checked: DR 'I" "'fPR<L400DWG I VU 554 A, JOYHF5 All lb-, Sheet LINE SEE SHEET L-401 �, L-400 17 _ / , MATCH LINE SEE SHEET L -400 �� s. r''� �—r'. MATCH LINE SEE SHE L -400 ` '/ mw =Ell 11 11/4' S D G `�� C 3/4' a U G H H H M T / H F w G U S p U S G 3/4' 1/ Y Y W 4' SL G / Y 11/4 1 ' G 6 w Y 11/2" ,W W 4' LV. C. p FIL f X G 4' SLV. H Y H 2' SLV. 3/4' H S U Y H H P LL U U Y G D 3/4' • p G G Cs f G U U ou G 1 /2' SLV. w H D M U U N Y U U Y Iro - G D , u 1! Y w S p F U G G G G U T 2 15 I 1421 C U U I 1/4' Y G :.. U Y D C ONANT C r3 I_ D G _. ox H I.. M T S U W Y �; ,. D 3/4' SL I� 314' U 1' 1 1': N p &ASSOCIATES 2` SLV. G t" U LU C 2 l3 I M G D W C U T W W W W H 3/4' S.,.. J W Y Y 2 SLY. P ' M U U 1" H D 1 1M West Robinson Shvd Y Y Y Y Y.. N,,, ........................... N H I >H T u z' SLV. a Orlando, Florida 328111 -1617 M S 5 U U M M M M M I ft N M D 0 1 Phone (407) 648-2225 F F G F..... F ■ /4' F P .2' SW - H I u T M G I I/2' D FAX (407) 64B -0175 W G S S f.. K A I w G M 2' SLV. ni D Seal M 15 w /4' H Y D C M w p I '._D S 5 S 5 K M M K uD H F E G D y. P W M �S F M U U S S N M I' Y X Y D F' F E, 3 4'SLV M H S G G, Y Y U H S M D D I I H S S w U,1 C+ G A f p 11 LINE SHOWN HERE 1Kf F F Y w M M 114" K M I ... M U G JAN F E O0 D 314' F Y D D PURPOSES ONLY. SLV. M I' H H H S 5 4' SLV. P M u 2' 5L v 1 I!4' PLACE INSIDE f jy s H p P u r. LANDSCAPE AREA. D E G G U u 3/4' H H H H G G (TYPICAL) Y H F A p Y iyu P M M M F G ■ G A P F f 4 Y Y N 2' SL D V. H D ' 1 D 2' 66 I yu Y N G U D A A F U D D H 4' SLV. 4 SLV. F!. IRRIGATIN f r li G P 0430.10- ISSUED FOR REVIEW w" w w w MAINLINE SHOWN G G p MAINLINE AND C D D I @14 HEM FOR CLARITY I M 2' " VALVES SHOWN A P D f H 4' SLEEVE / 2' P 20 05.06.10 ISSUED FOR PURPOSES ONLY. VALVE WIRE M H HERE FOR CLARITY A D D Y N 1 2' Ig 4' SLV. PLACE INSIDE SLEEVE M G z p 13 Irz PURPOSES ONLY. AESTHETIC REVIEW F D LVE WIRE G . G LANDSCAPE AREA. p u t p p P PLACE IN &IDE • 0639.10 REVISED ENTIRE SFEET A D Y G Y LEEVE (TYPICAL) u 1' n B 2 1/z' 14' M D w m Z21 LANDSCCAPE AREA C Y SLV w I P K M M W -- a (TYPICAL PER an COMM D F 3/ W I' W W W3 /4'W w G w w w w w w, W W G W 11 /4'W W W w w W W H Y e w W H H 3/4' 14 N H H G WI Y E D F F W W w; W W — W W - W W 1W :W w — T W T'- w W w 4! 111 W 2 F D z —iii H G G Y '2' W W w P 1 08.13.10- REVISED ENTIRE SHEET - 3/4 3/4 Z 112 2 Y Y ! •�`� 3!4' Y W■ W W w W W W w W -- W — H t"I PER GRANGES TO LAND9GAM fic / I I/4 1' 3/4' G H W W C 1' W w W W }/4' W W ' W w Y �+ 3/4 H H F F 09.07.10- REVISED ENTIRE SHEET 4' SLV. o ou 1 Z3 ZZ : — y�— ...... — J PER CHANGES TO 811E 2 14 2 1/2 — , — - — — — — — — I _ 11/4' 3/4' I— — — — — — — — — I I/2 /4- 2 1/2' - 2' P 3/4' 3/4' Project 3/ 3!4' TOUJN PARKE 4' APARTMENTS WINTER SPRINCxS, FL. IRRIGATION PLAN Nate: 04. 30-10 Nrma: DR cneekea: 2RC Flle Namy,p12 K1_4�1.1�I�S North C7 0 Y a W 55 Al JOH5 rnq�tion re�i n rns�ltar� a bAl dc, lald l LL o' Iv -" o Iati .. . Sheet w Z U °w REFER TO SHEET L -402 FOR NOZZLE ART, DETAILS & GEN. NOTES L - 401 a� o o www w DTH zov -� OM 0["O�'t7o aloe SEUON N30 'R S-11VI3O'S18VI-10 3­IZZON N011VONHI ­1=1'9"DNI�,=is �G.LNIM GINEIWI�'Vc4V 3>N'Vc4 NM01 17 -WMa CrvaH U01M TWS 01 LON 3AIVA CCUO313 FIVOS ai LON NIVW NaCINtl S3NIM 702J1N00 3OV7.4 336 L HS1NI aNI1 1"1"3111 3NI7 i1NI-INIV14 m0913 NO moala;�IO aal asva 3NIT IV-,*tl91V"T 01 SxSxS RBI �/­i SxSxS 331 =V\.A 13AVNV HIVN31 .91 "NIW HJ.VNa-I .91'NIW NO .11/C SNOION NO .1,/C S I 7-13 1133!19 01d 7-I3.L3Zi OA�4 S(3V'9H �I.VN.49 S X HI 'N' I � 9�n0'�ISVma431S -A=1 L ac, 'kvlawS st NO ZA 39n NO Z/1 ash 214.4 X27=1 OA.4 3c4Icj Xa-6:DAcA aATVA "0' -173 1.33NiS k'TGWEISSv '114309 ScA001 Elt-falM NOISNV�4X3 'NIW.9 EICVN9 S?10103 00 HSIN=1 OPId \ \-"O.LON (:33NY3V 49 = cig-W -la(3ow x 1=31-71, (="E) =I NVIHII 01a - TT� - , � 3 a-IZZON Na7>NIN.JG 3-IV3S 01 LON LE711-MiNIX11 LSCK)oaa 55v inmnH -pa P UE? ( VOC19 1 1W ) P aisp l os a Il e II E 4 s 9a)vj - js;lsn l v SPA[IFA YVRS 19 G)U0P a 11 6- 4 s sj4P jo Bu : a . LON 3002 Tffl d1d 133NNO3 9311021IN09 101SNI XOS IIAONOD AIddnS a]Kd J/c SIN11101n9 31914 aid 11VISNI HIM WoNo ]VINWIddn, IdIffi d0SNIS/11011VOINUIV0 1009 KA 11naNO3 a do 'iniNoi hi,ll ajjma 3ZIS .Z 01 dn'iflaNW IV/ WN01110V 066<31 7001 ONINIdO KOC KJ IIN6'LA]3 vinAINIA j 1vM NOIN11y] W aMliNl N014VO07 NO=I NV-IcA 3219 NOI.LV'WNO=INI allow ao=i smviao ass-1-13n _:Iaaa NOUVOO-1 NO=I NV-lc4 E1219 NOI.LV'W?90=Hl EINOW NO=1 S-11VISC 3313-NOlIV.1.13 �iwni N011V91aft 43SIABN -01'M'90 IV_ SIN3WWOn fln N&A AgHg 2N1IN3 C139IA3b - OrOC90 N M3IA32!I �113HI83V' N0.4 agn�,;i -c1.90J,;c Ins SLIO-09 "a SM-09 -Wow A191-I M WPTWH 10PUIVO PaMU000RONVIGA&M SFULVIDOSSv IPPOV 1 p�O-j P up olpl j;;j se P W II vjQU I sc 1I 6449 Il om W- M -umopmeip Bu l oo j g F • UvLn ajow IOU L jecl 09 J O wnwlulw 9 pup vjnuIw ival suo gvnPOJcl IIsq9 110m 041 -W91989 UOIIVBIJJl a4l JO uOtWJGJo JLNVNO:) SIL441 JOJ JIGM C16IRP J, V IIjJP JO QAjJP tj" JOjVPnUOV 4341 I'l • 'ran-i xsvj SNO11'V0H103=19 713M /�.rl� # 4ik 4 NSIS�K] NOUViS d"nd 2:10=1 tOt,--1 iDDHS 01 Ses' UG JO IIUI 11ru Stin loom I OU 9SO I " IISM V 40 JJPCI JO [ISM SUV JO Ol W a IOU 1164-49 JWUMO 0 ' MC P1 110 4 9 UO W, 9180) 43 JI JSUM0 6 S� 0 FAIIICIIGUOCIGG)J 914 MCI 11" 11 'IIGM SLO JO U01119C)OI 9119 UO SO41 I M JVj swova pup ails BL -+let^ 0-+ SpIGUOdevi a 11 " JoIlli;l 116M 641 Pb SNOIIIIINOO 3119-il 1N1.4 JOiopJluoo J UASURS 40 Jeumo a L j JIM SjuvwailnIvaj jamod Il e alew1pio0z) 'J0IVVAUOv i V:Pjjj-Dv I a a fic uolle-po dwnd = 1p xo uojjounr I? of pa j acIns a 11 64 4 9 sawncl aLp J o tiollujaclo 9L jo jamo,. - .1mless U011961iij GL of UOIJOSUUOO V41 P UI? Ithowdinba oAoc s Il e j o uollvauuov Pug U01191191sul 641 JOJ 0IqIVJOa9vJ MCI t1949 JOIvLJIUOv a41 I-S SaJON-S INV.4 -po clwncl Lpes jo vjilva uj Sc uoqsfiv uOtlooloid .9n auo ll elsul l owe 4 91uin j li e 4 s jolveiluov 6 Z'Z apoo Sc sia .PA v v-p P unojB o^o (I paJlnbaJ se az , 9 lowalsss oqe�, MMj JOJ iolie)$ vilause eH MA PA � JUS I (V - uOlIv (=I li npuov P UV ask '6J J UV I J I VO I S Sivesscou IW ea - P GZIUPA t pD a 11 6 4 e BvIdId punoiB vAo liv "'JoI969 WL 6 Nlev U011VIFUUOV =41 JOJ POUVIIOGJ SJ9 1941 0 U1111i P aZIUPA I P SJU196906U 11r ea pajinbai 99 azig 'o dwnd a ( c) psjinbsi 99 vzte 'adid clOj PvzIUVAIg-b (a ,Rse 11 6M Riellues L Zxf, ev # .wo U0 s O uo uuov ell pup dwnd 119m 541 JO UOIIPJ*do 941 JOJ juawdinico Sipsgoosu Il e ll elsul pue 4 s1ujn j of a a Il J0 WL'U • PW;GII a w u Sew wowdinE4 tiv -s P ue wawdinbs, outmo a4l usn P a ll v i su l ac 11 r 4 s sclwnd Jo dwnd Gt - P �J 19 91 'H'(gi 8141 (10984 vIWquSP IVIOJ) -H-a ' � L o p q IV ainutw jvd SUO L ulvnpoid 4 o a a II949 d wnd ¢ a41 ]ISM 4341 ul a=jv auc, lI v I su l pup L IIV4e io 4341 I - Z dWrlc=i-z iNVI.4 ' a41 Il lip of pailnIvai 911miad 9 up saa li p jo a a 11 9 jo 9 -suo 0.1 INVHO ElIZZON Ga-LON aONV - �0=1�Ga4 Walg),G NOIVVIDI��1 "Nouvz)oi No=i Nv,-lc4 aae'aaNinc)Ea qv o.I. 3A33rtq OV-I*.) 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VALVE BOX FILTER UNION FLOW 4" MINIMUM CLEAR OoOcOoOoCTo o )nL; UP>Q-POco{P>Q-P>�fl 4349 >c{-F 11 TO n nnn IT) DnO0o0o( BRICK SUPPORT L- 1 CU. IT P €A 0- EA, CORNER) GRAVEL SUMP 3/4" DISC FILTER O SECTION - NO SCALE Techline 3/4" BLANK Techline MALE ADAPTER TUBING PVC TEE (SxSxT) - PVC PIPING ---� \ % O (PVC T D TEE) SECTION - NO SCALE Fetail 1,09 O AR EDGE OF PAVING SUPPLY HEADE AIR/VACUUM RELIEF VALVE AT HIGH POINT REMOTE CONTRO VALVE ASSEMBLY T—Bli— TUBING ARRANGED TO COVER TRIM AREA EXHAUST HEADER SPRINKLER ON PVC LATERAL IN IDEAL SPACING LF PATTERN (T Pd EDGE OF TURF LINE FLUSHING VALVE NOTES TO DESIGNER I- IN THIS EXAMPLE, IDEAL SPACING IS MAINTAINED FOR THE SPRINKLER SYSTEM W/ OUT DISTORTION, WHILE THE HEADS ARE SET AWAY FROM THE PAVING EDGE TO AVOID OVERSPR,4Y 2- BLANK Techline TUBING IS USED TO JOIN THE LATERALS ACROSS THE HIGH SPOT TO ENHANCE THE FUNCTION OF THE AIRNAGUUIM RELIEF VALVE. PLAN - NO SCALE O Techline TUBING USED AS PERIMETER TRIM DETAIL - NO SCALE Detail 3,02 PVC MAINLINE REMOTE CONTROL PVC SCH 8D 1 -1/2" PRV VALVE UNION ADJUST EQUIPMENT TO PROVIDE 2' MINIMUM CLEAR BRICK SUPPORT 1 CU. FT. PEA. 12" x 18" PVC OR POLY (1- EA. CORNER) GRAVEL SUMP VALVE BOX LATERAL LINE C I -1/2" PRVsECT1ON — NO SCALE Detail 7.01 COMPRESSION RING (PROVIDED) FINISH GRADE 4CSEE VALVE BOX SEE SPECS. LINE FLUSHIN VALVE F- TLFV -1: ne 17nn TUBING BRICK SUPPORTS . (THREE) 3/4' GRAVEL SUM (1 CUBIC FOOT) 0 Techline LINE FLUSHING VALVE (PLUMBED TU Techline) SECTIDN - N° SCALE tall 2.02 MAINLINE REMOTE CONTROL 3/4' DISC I" SCH 80 vALvE FILTER UNION PLO 4" C LEAR 1 BRICK SUPPORT I CU. PT. PEA 12" x 18" PVC OR POLY" 0- EA, CORNER) GRAVEL SUMP VALVE BOX LATERAL LINE O REMJTE CONTROL VALVE W/ DISC EIL-TER 5 NO SeAL€ FINISH GRADE Techline 189 2 -WAY TEE— SEE SPECS Techline TUBING SEE SPECS 3/4" SCH SO PVC NIPPL — PVC TEE (SxSxT) PVC PIPING v O (W E PVC RISE R) SECTION - NO SCALE REMOTE CONTROL VALVE WITH DISC FILTER AND PRV PVC OR POLY SUPPLY HEADER Techline START CONNECTION MALE ADAPTER Techline TUBING LATERAL AREA PERIMETER AIR/VACUUMI RELIEF VALVE (PLUMBED TO Techline AT EACH HIGH POINT AR BLANK Techline TUBING (CENTERED ON MOUND OR BERM; PVC OR POLY EXHAUST HEADER PERIMETER LATERALS 2' TO 4' FROM EDGE LF PLUMBED TO PVC OR POLY LINE FLUSHING VALVE Techline 'END FEED' LAYOUT Techline END FEED LAYOUT C DETAIL - NO SCALE FINISH GRADE 6" ROUND VALVE BOX AIR / VACUUM RELIEF VALVE 314 "M x 1/2 "F REDUCTIO — - BUSHING ii Techline 189 2 -WA ADAPTER TEE 1 - BRICK SUPPORTS �❑ (THREE) 3/4" CRUSHE GRAVEL SUMP - Techline TUBING 0 Tech[ine AIR /VACUUM RELIEF (PLUMBED TU Techline) SECTION - NO SCALE Detail 7,04 LINE FLUSHING VALVE #F- TLFV -1 - -- COMPRESSION RING BLANK TL (TYP.) Techline LATERAL (OR EXHAUST HEADER) Techline TEE L VALVE BOX ,\ (INSTALL PER SPECS) Techline SHUT -OFF 3/4' GRAVEL SUMP VALVE #TLSOV (I CUBIC FOOT) (BLANK TUBING MAY BE ATTACHED TO OUTLET) BRICK SUPPORTS (THREE) O W/ SHUT -OFF VALVE HIT— - No ­LC LINE FLUSHING VALVE PLUMBED TO PVC OR POLY Techline START CONNECTION MALE ADAPTER PVC OR POLY EXHAUST HEADER PVC OR POLY SUPPLY HEADER Techline START CONNECTION SEE DETAIL 4 OF 4 O REMOTE CONTROL VALVE WITH DISC FILTER AND PRV AREA PERIMETER BLANK Techline TUBING (CENTERED ON MOUND OR BERN) Techline TUBING LATERAL A RELIEF VALVE ii L PEPIMETER LATERALS V TO 4' FROM EDGE O Techline CENTER FEED LAYOUT DETAIL - NO SCALE FINISH GRADE Techline ELBOW .SEE SPECS Techline TUBING SEE SPECS BLANK Techline TUBING Techline 3/4" MALE ADAPTER PVC TEE (SxSxT) PVC PIPING) -- O (PVC TU ELBOW) SECTION - NO SCALE Detail 1.03 O AR REMOTE CONTROL VALVE WITH DISC FILTER AND PRV LF Techline START CONNECTION MALE ADAPTER AR SUPPLY HEADER Techline TUBING #-- ISLAND PERIMETER LF Techline TEE Techline ELL AIR /VACUUM RELIEF VALVE (PLUMBED TO Techline AT EACH AR HIGH POINT) LINE FLUSHING VALVE PLUMBED TO Techline LF Techline ISLAND LAYOUT C DETAIL - NO SCALE �A, CONANT &ASSOCIATES 120 West Robinson Street Orlando, Fbrida 32801 -1617 Phone (407) 698-2225 Fax (407) 698-0175 Secl P.*t TOWN PARKE APARTMENTS WINTER SPRINGS, FL. 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N N mass ii�Nens ILON ffr ", 10 I'M, REFER TO SHEET L-502 FOR LUMINAIRE SCHEDULE & FIXTURE CUT SHEETS , r-m DESIGN ENGINEERING, INC. L P SUSTAINABLE DESIGN & ENERGY MANAGEMENT SOLUTIONS 6001 B Court, Suite 201 Vflnler Park, FL 32792 1 FAX � �� /� km p 49 (407).756-8239 (321)-251-5071 Certificate 426616 Ww p desi WAtq%VAF SAM AHMAD, P.E. FL REG9 56095 • CONANT &ASSOCIATES 120 West Robinson Street Orkado, Florida 32801-1617 Phone (407) 648-2225 Pax (407) 648-0'175 Q Revisiors 0430.10- ISSUED FOR REVIEW 05.06.10- 1991JEr> FOR AESTHETIC REVIEW 063010- REVISED LlC TIN5 LAYOUT PER CITY CCMHFWTS 09.13.10- #116ED L6WTIN LAY - OUT PER CITY COMMENTS 0502.10- REVISED ENTIRE SHEET PER GHAWE6 TO S I T E FrVISEE, R CITY_ P r COMMENTS I.Vl.. PER CITY COWENTS P.*t TOWN PARKE APARTMENTS WINTER SPRINGS, FL, q q Q Q O O0 OJ Q O 0 O0 O O O O 4c, p 6, o p q0 < 0 0 00 0 0, OJ . z MATCH LINE SHtET IF Yl < Z www 7 LIGHTING PLAN Date: 04.30J0 SC06: 1 = 30 D"': 5A Checked: 5A He "'tf-FKL500.QX, NDr[h mmmml sheet - T L-501 /x L-500_ I MATCH AE, SH q,-5n0 $12�1 Q L r �0 7 mmp� E1115 lmm� m m same 1111 1111 M *m mmiirm im w sm 1111 1111 I ma saw, m 00% j q,- 4 9 —TRANSFORM R 41 40 0, LOCATION, Y!". 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O . 7 q, q0 q , . 0 0 40 0 4 q , � 0 q0 0 �0 q, q '? . 0 �O 0 o 0 � 0 0 0 'c' '?, q 0 . 0 '? 40 � q , 0 1�0 q 0 , 0 40 '?, 0 4, , 4 d q, 40 q 0 9 '? 0 , , 1?0 � 0 40 � '?o 00 0 q 0 -0 �0 4 0 Q0 � 0 �0 q, 41 4 '0 � 0 �0 � '?o (? -0 4 � q0 '�o J, 00 0 q0 4, �0 '? 1 0 q0 0 0 4, 0 q, 9 40 0 0 0 .0 0 0 O 0 2 o O 0 2 is qs 0 0 3 O O O 0 3 O Ox C O '? p 00 00 C? 0 6, , O '?o q0 o C? L?o '?, $o PROTIMT,ir L o 17, '?o O O 4o qo Qp qo 0 0o 0 qo q, c?o 41 6, o� $1 qo 0 °o 0 6F, c Q 0 00 (?o '? '?o o O °o LINE 1111 E SHEET L-500 jbtlp rfAa ki Alk �� CONANT & ASSOCIATES 120 West Robinson Street Orlando, Florida 312801 -1617 Phone (407) 648-2225 Fax (407) 648M75 Seal 05.Vr.'lv_ I SSUED EVK AE6THET[r, REVIEW ZL REVISED LIGHTING LAYOUT PER CITY COMMENTS 06.13.10- REVISED LIGHTING LAY- OUT PER CITY COMMENTS 01503.10- REVISED ENTIPM SHEET MR CHANGES TO SITE 09]3.10_ Fr=vlsFp PWOTOMETlelcs PER rrrr COMMENTS I.A11- REVISED PER CITY COMMENTS sl TOWN PARKE APARTMENTS WINTER SPRINGS, FL. LIGHTING PLAN FM DESIGN ENGINEERING L pS DESIGN & ENERGY MANAGEMENT JMS 6001 Brick Court, Suite 201 Vflnte r Park, FL 32792 (407)- 156 - 62391(321)- 251 -5071 FAX Certificate #28618 wvvw.mepdesi NAVAVAF SAM AHMAD. P.E. .. I 2C1 0 WEP ­ , n:. All Rlqrt, re,e­ FL REG# 56095 REFER TO SHEET L-502 FOR LUMINAIRE SCHEDULE & FIXTURE CUT SHEETS Dati, 04,30-10 S.1c r=30' Dr.r: 6A Checked: &A Noll, L-501 F I XTURI= I'SLA" r- I XTURE LOCA71 ON ALONG TOANHOUSE ROAD ENLARGEMENT N.T.S. N� ' Progress Energy l i ghtin g_ • Premier Lamp HPS: 100 Watt Mounting Helgrlt: 12' Pole: Decorative concrete Features InCIUde a glass globe One of our most popular desipis, this handsome Fixture recalls the classic elel of another tinge. The glass globe casts a subtle sparkle and recreates the mood of the early 20th century. ilm fri # a y Ifl b r Luminaire Schedule Symbol Qty Label Arrangement Description LLF Lum. Watts Cutoff Class No. Lamps 4.85 52 CP SINGLE VGR4C 50LED MVOLT WWHG LPI (CEILING MOUNT) 0.800 50 Cutoff 1 0.7 22 SLA SINGLE GVI7DMHOOXX3NX; MOUNTED @ 12'AFG ON A VICTORIAN POLE 0.750 150 Non -Cutoff 1 --E] 3 SLB SINGLE ALX1 14000L SR4 VOLT COLOR; MOUNTED @ 20' AFG ON A ROUND TAPERED ANCHOR BASE ALUMINUM POLE -COLOR 0.900 220 Cutoff 1 • Lt1979- 6 SLBH SINGLE ALX1 14000L SR4 VOLT COLOR HS; MOUNTED @ 20' AFG ON A ROUND TAPERED ANCHOR BASE ALUMINUM POLE -COLOR 0.900 220 Cutoff 1 WRITTEN APPROVAL. 1 SLC SINGLE ALX1 14000L SR5 VOLT COLOR; MOUNTED @ 20' AFG ON A ROUND TAPERED ANCHOR BASE ALUMINUM POLE -COLOR 0.900 220 Cutoff 1 CONTRACTOR SHALL VERIFY ALL VOLTAGES, 6 SLC2 BACK -BACK ALX1 14000L SR5 VOLT COLOR; MOUNTED @ 20' AFG ON A ROUND TAPERED ANCHOR BASE ALUMINUM POLE -COLOR 0.900 220 Cutoff 2 �] 5 SLD SINGLE ES150MHOOX4SS; MOUNTED @ 20' AFG ON A PROMENADE POLE 0.750 150 Cutoff 1 11 SLF SINGLE BLG -HTI -L 84L 7 4K PT COLOR FIN2; MOUNTED @ 14' AFG ON A VICTORIA II COLOR -DT 0.900 105.18 Cutoff 1 Q 24 STEP SINGLE SLE- STAINLESS -LED; STEP LIGHTS 1.000 12 Cutoff 1 0 28 W SINGLE BP9972FL 42CLF; WALL MOUNTED AS SHOWN ON DRAWING 0.800 48 Cutoff 1 0 Calculation Summary Label Units Avg Max Min Avg /Min Max /Min Car Ports Fc 4.85 10.1 1.2 4.04 8.42 Drives & Parking Lot Fc 2.97 5.9 0.7 4.24 8.43 Townhouse Road Fc 2.58 5.4 0.6 4.30 9.00 Preiizier . atly � �or p oles The l'mnicirtdr.W.A trn�aon,VietEmal, and Catania] are decominr conerrtr ii that caul mdamid the harsh "orida authtilu, hti l umds and ii a hi4m -" dcc'cxatisr kx)k to )vur promucn lighting. Mats or rscevd± FRA trtulatium, d m A d a a la a 12 Mounting Weight 12' to 1T' Mounting Helgnt POOYOwivO wwf HrnCTOM WASHINGTON ■ VICTORIAN Progress Energy I4SL. J\ " Jl NZ� I SLA 11 f 1 XTURr= 4 FOILS FROGREIBe ENERGY COLONIAL LF-" P I XTURr= I MOUNTI NS ARM N.T.S. 00 LL 0) z a N 1P LLL O In }w ° Z U N aLL 1-- ° w o a Uj z� 0 W W W W u] J X Iii XH A Housing Electrical Assembly • The Dark -Sky Bellagio LED features a high-quality, one - piece, • The Bellagio LED Series is supplied with a high - performance spun aluminum cap; and cast aluminum holders. LED driver that accepts 120 V thru 277 V. 50 hz to 60 hz input • All extemal hardware is stainless steel. Powerfactor is 91 Rated for -40 IF operation. Lens Assembly Warranty • Acorn globe available in two styles. • Five (5) year Limited Warranty on entire system, including finish. • Standard lens is impact- resistant, textured acrylic. Forfull warranty information, please visit VisionaireLighting com_ • Fully gasketed with a form - fitting, premium extruded silicone 4, gasketto provide complete weather and insect protection. Solar VisionPDle' "Option RECOMMENDATIONS • The Bellagtu LED is LUrnpwtibie i use with VisiUilaire Liyldiriy's Optical System Solar Vision Pule -. Power up to 100 watts off- the -grid in any locale. • The highest-kimen output LEDs available are utilized. Estimated Not for use with in -line voltage, life of the LEDs i9 60,000 hours, IES Type III and Type V ANY CHANGES WILL REQUIRE A NEW PHET ❑METRIC, distributiuns are standard. The LED Vision8arrr' Ight assemblies Options are field replaceable. Available in up to 84 LEDs. The optical • Fixtures availablewitha variety ofoptions , including c [eat acrylic system in the clearlens, hard -top style qualifies as IES full cutoff, lens, button type photo cell, finials and fusing. and is Dark-Sky certified to restrict light trespass, glare and light pollution for neighbarhooddriendly lighting • Intemal light shield. Qual- GuardoFitish Listings • Belli LED is dl listed, suitable for wet locations. • Aluminumfixturecompeneri tsare chemically pre- treated through Dark -Sky Friendly° certified by the InternaticrW Dark -Sky a multiple stage washer and finished with an electrostatically - Association (hardtop, clearlens modelsonly). applied, thermoset polyester powder coat textured paint of a • Lt1979- minimum of 3 to 5 millimeters thickness, Finish is oven -baked • Lh980. at a temperature of 400 IF to promote maximum adherence, • Powder Coated Tough - and finish hardness. All finishes are available in standard and THERE WILL BE AN ADDITIONAL FEE CHARGED TO REVIEW ALTERNATE FIXTURES THAT c ustom colors. RECEIVED Mounting • The Bellagio LLD Series is a post -tap fixture that mounts over a 3 -inch tenon, with a wide selection of decorative and custom mounting arms for both pole and wall mount applications (see Decorative Arms section of catalog). D jr 'A ; a F/,d � U ru lo a 1AQ- 120 Went Robhteon Sbm*t Ckb ni F1t" 32601 -1617 Phone (407) 698 -2225 Fax (407) 6UM75 Seal Q Rewsigns 0430.10 ISSUED FOR REVIEW 05.0il ISSUED FOR AESTHETIC F�EVIEW Or9.13Jrd- %EvISED SKEET INFO. Q 09D7.10- IEyISEU LUMINAIRE QUANTITIES FIER CHANGES TO SITE A 0929.10- ADDED FIXTURE LOCATI ENLARGEMENT Pmjed TOWN PARKE APARTMENTS WINTER SFRINGS, FL. Fxdu re with 2 Fodu res with VA11 B-51 VA118•02 4.4 82 - {�1�izal 1'en� rbhN4 -a C'� I (t+A4C72 I ■r I, r EPA: 3.8 EPA: 1.7 Lj VA119 -WV 'Ths arm 'e also omithie% Ah nulaf ­d sip -rdi�r EPA22 EPA: 3.8 EPA: 1.7 4, VA11ti-S1 VA118 -02 VA118 -WM r-M DE SIGN ENGINEERING, INC. rr L- p SUSTAINABLE DESIGN & ENERGY MANAGEMENT SOLUTIONS 6001 Brick Court, Suite 201 Winter Park, FL 32792 (4071 -756- 82391 (321)- 251 -5071 FAX Certificate #28618 www.mepdesigneng.com NAWWAF SAM AHMAD, P,E, ® Copyright 2a10 MEP Design Engineering, Inc Ali Rights Reserved. FL REG# 56095 A General Notes: ■r I, r EPA: 3.8 EPA: 1.7 VA119 -D2 VA119 -WV 'Ths arm 'e also omithie% Ah nulaf ­d sip -rdi�r 0845 R­ h. War. Raneho Domingu-. CA. 902, le I: (;i 111) OT1- WIeL • h ax: (:1111) 511 -WM 4, vano msionaireiight ng.com r-M DE SIGN ENGINEERING, INC. rr L- p SUSTAINABLE DESIGN & ENERGY MANAGEMENT SOLUTIONS 6001 Brick Court, Suite 201 Winter Park, FL 32792 (4071 -756- 82391 (321)- 251 -5071 FAX Certificate #28618 www.mepdesigneng.com NAWWAF SAM AHMAD, P,E, ® Copyright 2a10 MEP Design Engineering, Inc Ali Rights Reserved. FL REG# 56095 A General Notes: L LUMINAIRE MOUNTING HEIGHT IS 12' & PC' AEG 2, CALCULATIONS ARE IN FOOT 3, CALCULATI ❑N POINTS ARE 0'0" AFG. ❑N 10' X 10' SPACING, 4, POSITION ❑F LUMINAIRES IS TO GIVE OPTIMAL LIGHT LEVEL IN AREAS ACCORDING TO IES RECOMMENDATIONS OR LIFE SAFETY STANDARD REQUIREMENTS 5, THIS PHOTOMETRIC IS ONLY FOR THE FIXTURES SPECIFIED 6. ANY CHANGES WILL REQUIRE A NEW PHET ❑METRIC, 7, THIS IS NOT A C❑NSTRUCTI ❑N DOCUMENT; IT IS INTENDED T❑ SHOW APPROXIMATE L❑CATI ❑NS OF FIXTURES, e, ANY CHANGES IN FIXTURES OR SUBSTITUTION MUST HAVE EQUAL QUALITY & MEET THE DESIGN INTENT SHOWN, 9. A NEW PH ❑T ❑METRIC MUST BE SUPPLIED WITH ALL REVISI ❑NS. 10. ALL SUBSTITUTIONS MUST BE SUBMITTED TO ENGINEER 10 DAYS PRIOR TO BID ALONG WITH PH❑T ❑METRIC & OWNERS WRITTEN APPROVAL 11 THERE WILL BE AN ADDITIONAL FEE CHARGED TO REVIEW ALTERNATE FIXTURES THAT HAVE NOT RECEIVED WRITTEN APPROVAL. 12 NO SUBSTITUTI ❑NS WILL BE ACCEPTED WITHOUT MEETING THESE CRITERIA, 13 CALL LANDRETH INC. AT (407)682 -6255 FOR QU ❑TES AND REVISI ❑NS, 14, CONTRACTOR SHALL VERIFY ALL VOLTAGES, 15 NO LIGHTING WAS PROVIDED F ❑R NIGHT SWIMMING, PO ❑L WILL BE CLOSED LUMINAIRE CUT - SHEETS Date: 04.30.10 SC* A5 NOTED 1 SA Checked; 5A File N51'C MOL5m2.Di North Sheet t CONANT &ASSOCIATES 1BISCAYME 2G' to 35" Mounting Ii L i2' P&GLIM r � HI lji'l Speckiecl or 5o.10 rl1ir4 01 z a N tit LLL � LO }w ° Z U N Q LL I 0W 0 � < i z� to wwwW 7LL XH fA „ ` „ , rlvl Ca777" Outdoor Sheet #: ALX1 -LED ALX1 LED Area Lighting ALX1 WOOL SR3 TEST NO: LTL18294F I ALX1 1z CCCL SR4 TEST NC: LT_182�P ALX1 14000L SR5 TEST NO'. LTL182S8P ISOILLUMINANCE PLOT (Footmndlel ISOILLUM INANCE PLOT (Footcandle) ISOILLUMINANCE PLOT (Foweandiel z u. 1� o� r� a ,z 3,1 4 O -1 u� `o IC 39 O a 1 2 3 .I 5 a a 1 2 3 4 5 a Il 1 2 3 4 5 6 14000L pa W. raved 11288 14a00L pau'age, re"c 10178.8 146E pac.age 60, +apt 12068.6 1- Foahaglevalu® Igsetl on 2a' Iume�a.Fadcantl?a vxuea based _20' I.'mv'a.FOOl�antl -e values bawd an 26' wriarg Irtly}d. aw„narxa heluhi n'6:nui help M. Clasala�dorx UndaWaal rTypagl, Vey 3hortl. eamcvar Clasa111cegan: Uncla.%aetllrypa lit. Very S acubr harp, NO Clemincetion unalagaa�(fypaly, Very short), 0i," AIL X1 7WOL SR3 TEST NO: LTL18300P A_X1 71SR4 TESTNO: _TL783C1P ALX1 7CCCL .111 TEST NC'. TL18302P ISOILLUMINANCE PLOT Footcandle ISOILLUMINANCE PLOT Footcandle 180ILLUMINANCE PLOT Footcandle -3 .2° a .1� o° ,t _z 4 6 ,z y u 1� e� e 1 1 a` Cis a 1 _ 3 4 5 6 J 1 2 3 4 5 6 arxana, 2ier1 700L p5634.5 70onLpackane, rz,] d 5I>P:4.9 wrnens. rina:agldvaarwnased m m' :urrlau, rrmrardl, Vora =3 haa•,cm �a' uun Yrv� IixlyrrL r:rw!Nny Fe Yhl. C1ax.l0ce11on Unciaaalnad (rygalla Vary Snonl. samlr;uwr 1s ... imni- ,r-l!- rr- a4llrc Tvne 111 Vav Shnrfl. 1,1­11W Notes: I Phnlutrir. tiara err mm�rdixirihnlima: ran ten...... y'dimmrhulir hnnialiaMing w.'h sirs I= lhhonia.com). 2 For alecu'ica characteristics cmwltmtdoortmhnical data specification sheets on hhonis.com. 3 Various operating factors can cause differences tetween la borator; and actual it ad www. measu Dirlterr ions and siecifications are based an the most current data and ato suhiml Lo change.Tuck3d In IESNA LM -79 -re standards. l7 � I� LITH�/V /.4 L /GHT /NG AC0TlPi Shl #: ALX1 -LED 9 BrandsLighting, Inc. All rights it orvcd. Rcv. 7!1710 11 5LB, 45LB, 5L 5H, SILL 4 5LG2" FIXTURE 4 FOL E 1� Mounting Height Correction Factor IIVIuldplythe ta level by die cortecdonfacmd loft = 4 1511. = 1.78 ant, n44 ie Irl 6ddYnrntlYtD don Haight' = laarrnc Faati r N- N Mounting Lithonia Lighting Bull Due L.J Cie VJeo. tunYtlr S,GA 30012 Photo. 70 -922 -9000 Fax 77(191 &1209 muYau Illhoni a -tom t,uvls: 6P ON l3, IS MADE SIMPLE BY PULL UP TABS AND TWIST OUT BALLAST ASSEMBLY. PULL UP TABS OF BALLAST AND SOCKET ASSEMBLY. TWIST OUT OF BOTTOM STATIONARY HOLDER. LANTERN WILL BE PREWIRED AND TESTED. STATIONARY HOLDER. ALL ELECTRICAL COMPONENTS ARE U.L. LISTED. ALL MOUNTING HARDWARE IS SUPPLIED. Chai W IN.M*bl rl t - � .i lrr NIALUE LINE" HE3GHr :ta' Ali ' 1etli aa _ FLUORESCE , 4Pa<n Irpr Yn.w- _ = IJt'1tLTt rno1H 111 rrr•LL ' ❑ischu1 ❑MCaa '•a"� "w ".d:: LWTERN CUSTOMER MUST use: E B41 SYLVANIA CF13DD 13 WATT LAMP WITH 4 PIN G2 -1 BASF. PHILIPS PL -T 18W /30/4P 18 WATT LAMP WITH 4 PIN GX2 -2 BASE. PHILIPS PL -T 26W 30 4P 26 WATT LAMP WITH 4 PIN GX24 -3 BASE. PHILIPS PL -T 32W/30/4P 32 WATT LAMP WITH 4 PIN 6X2 -3 EASE. PHILIPS PL -T 42W 30/4P 42 WATT LAMP WITH 4 PIN GX2 -4 BASE. CAST ALUMINUM FINIAL. CAST ALUMINUM ROOF CAP CAST ALUMINUM ROOF NECK, CAST ALUMINUM SQUARE ROOF SECURES TO CAGE WITH (2) $ -32 BRASS THUMBSCREWS. TO RELAMP, REMOVE THUMBSCREWS. 11 1/4" SO. 4 OPAL ACRYLIC (OA) CAGE PANELS SECURED WITH CLIPS AND SCREWS. OTHER PANELS AVAILABLE - CONTACT FACTORY. TWIST LOCK 4 PIN SOCKET BALLAST PROVIDED. 13, 18, 26 32 OR 42 WATT ELECTRONIC FLUORESCENT BALLAST. CUSTOMER MUST SPECIFY WATTAGE. 120 VOLT HPF SUPPLIED. (LAMP NOT SUPPLIED). LAMPING OPTION #1. CAST ALUMINUM SQUARE CALL WITH FROG BOTTOM. CAST ALUMINUM BRACKET ARM WITH WALL PLATE. CAST ALUMINUM KNOB *BALLAST REPLACEMENT IN THE FIELD l l awl l l _ AAL.L L. 16HT L+phOrrp N6:.5 r FEATURES & SPECIFICATIONS Pii - Nurnum BL -Beak I INTENDED USE Streets, walkways , parking - pts andsurraundingareas RLX CONSTRUCTION - Rugged, die -oaSt, dngla -piece aluminum �ousinc- Unique LEO Luminaires flood - through design for optimized thermal maragamert 'doRlary .lows fcr seals are high temperature silicone wrings, A 118" thick, tempered, clearlels, is ease or maintenance and potential lot fXol system uperar:es. nhE,ral am Area Luminaire provides easy installation to a pole or wall Metallic screer cov<rs the - .cp c- the for a water tight seal. The faceplate accepts one Internal lens accessory and is housing, preventing debris buildup while allowing for airflow dous ng sealed held in p € ace by a stainless stet] clip. The faceplate has two 03116" countctsunk Minima W l oisture aid environmeitaloontaminants low�rnfle design minimizes es wiord nd loading, mount'Ing holes (movnting hardware not inc ludedl. Tinist ,Stand ardfinishiscorrosion {esistan: co, der aoa:.Available in darsbranza. �\ bfaci;whi[e ornatural aluminum. Tai and ion- texaree finishes available. N �` - DPTICS - Individual, precision- nolded lens assemolle: crceltle opri'lal luminaire ti - •\ spacing and improved uniformity Three disl7ibutlons a•'Jaiiable: Type III lasyrm Banc t faceplate using three 18 -8 stainless steel set screws. The cover can be mounted Type IV (forward throMand Typa V (sym meticl. Housasi de s Meld i s avai la h- a Fatima once the faceplate N installed nn the wa11 and rotated to align. - desired, Ii httras ass a III and Ivan) g p ITyp YI regardless oTfacepiate orientation. ELECTRICAL - Utilizes high- afficIalLEDs mounted to a metal core circuit doard 8pec7<<caflaos and aluminumheatsink ensuring optimalt hemalmaiagamert.5100KCC- CR1 >70. EPA: OTff Standard drivers are 120V through 277V, 50 Hz through 60 Hz up sraion ?ptional 123, 515971 -r PA3111 -20W Max. MR36 Halogen lamp. stainless steel set screw, and is sealed with high temperature silicone O- rings. 347V and 480V packages are available, Eeco•onic c s are accessible trrough 1 k +lUd[h: 184 1467} polymer watertight strain rel ief nhi ng. a hinged door. LED drivers have power fait -30 anc TH 3 <'X Integra LEO Depth. x8114,71 driver pro[ec4arl provides transient voltage prat oil in accerdorcc Hidl I L ANSI C62.412 guidelines . Weght:7000L):37Ibsill Optlonal solid-state photocornel'. Speoificallydesigned to 9dii riowerts of We.ght :14004L1 50E5s (221;8) r - I P rm dte:" A l era -• lilt 3 ,r1B - LED luminal es, Inte ra 'Flo ON Teak n d h rn r c 9 a 9 p Rll dimensic na ere inch =s centimeters vole ss athsrwlses aclLec. - I 1 p tar features two 320J($500A MOVs with atditana in- series irduc.ar aid higF- Frequency filter, protecting driver from electrical : Erharcee amoient LISTING CSA Ce•fified In U S and Canadian standards for 4noC An iaaf sensinq provides reduced sensitivity to LEC illLminatian Designed tr. irmnde note than 5G.0W haLr' c perlorr'ance 1L70) In ar S1art tem- INSTALLATION- Heavy -dutymountingbl3ckattaahe_s *.o pole crwalltri ids oeraturesuptoll (40°C)_DownorientaticronW LLminalreIsIP66•ate] Ujit ease of installalion AU: pcloTrrnmht angrne t I P67 rated. FLE7: U.S. Polar'. Na T737AO. luminaires utilize the AFRIS series pale drll it pattern_ NOTE. Spa ci flea loot suLjoct to change v.'ilh cut notice. ORDERING INFORMATION Lead times veill vary depending on options solectod .Consul Withyour sales representaliaE. Example: Al 7000L SR5 MVOLT SPA DDBXD Series Lighting Distributier i!o rage Gpttns F11110 package ALX1 y SA3 Type lasynl - et- MyOLT no,:d inrl;d flx',rn �, ad i-I DDSXD Dark bronze 7000E 11c a47 PEF hEM.',tuist-lu:;: on - flack 14000E 5R4 Type 'vfoward 44 r =- cep Ind pPov:::entcl) DNf;:(O Nablra alumi- throw 2L -ED Err argencyLEE: num SA5 Type L'syrnme:ric Mcuntng srcarr,Ary mlitwo )WI INI'te SP.z•. Square modules),bnitary patk Dark pale I -4"F rr o operate n ppl3TKD g bronze Dar b rnnue'inr tent 1 c RPA Round po e HS Hcrzsmde shie d ISf3, pALBXO Slack tr•.xh Ad moor -inc SFri DNATXD Natura alu1111- 1'VtiA Mall araciet Si- "icle Nee l li'l dP, num tezturad ldovw, Cie ly) m?v) O47+H6XD M re :extued 90: OF nrr,hlen,se(2c.24G, Bolt Circle: 4Dd) 108: Shloned seruawhh Bak Projection: IL'S MVO�t M12 NEMA twls'- 110: Iocs Bok Stze: Ix 36 x 4 SC LI Shorlirg cap' Dabs., OEV0312010 VG Vandal guard 100 Accasscri Notes Luminary Weight: Note: A_; -_ es _ unmo cdlmg BS Bin: -de want NFO'IirTIME Arm Length: ra�lerrv:'ilh. - nrR1�V aria all FRIENDLY Frail 11 1 1�9 VEsft Hapco.com or call WO-36e -7171 or fax 274-528 Oh':RO "fannies. Thi: sattarn shaild to used when saeciteng CmillShenf whi LEE[' gal po e; See exam pie talon. dens ' 0161 6ILMA Exanple_ for light po F,Non reduction 021:.10 47 DM19AS 1301),D Ni71'E5'. I Optimal mull -vdt ballast fagot a of npnratina nn any i,a ant- re no an Aa Drilli P ern GM19AS 1.191 de,rees DM2a1 : at 180 e rr- Mr.rrrrir -- �nr Ceder as s= parole calalc� nunaer.'4 us_ ae geed w [h r_und pole a purring ;P.PA- a2errtvn 120V 2M OM:1a.9 111RIM 2 at '.0 d ,tee, j- Ni ol'atu es 2 ldav to maerea CiS an accessary Fat o] de -reap Tnne 7ne TW_ rrovs90' Three�'20e Thraai Four &-90e a Not airallah @wilh2mfnr iAlm nMnrlmm Arniry nra =ds Larnmis, DM4YS5 =at SC de_ree. 2 -:0 AS 20. 90 AS 20-2X1 AS12:29n AIIA)3T0 ASIA4313 A5I2_-49C 4 Fhusr speedy hoist. 011 _. at 120 dogmas 2.;,g" 4r25- 90 AS -20i [,272 AST25 -320 AST25 -391 A.725-49u 5 k4rer Her PFR nrvann carrelbnrMrW e. e.en =. ore 1 - Hour.. gel =S On P-­ AQ .2t 1. CTg ='loo ACThS.TIO nCTES..:a:} n " --.- Outdoor Sheet #: ALX1 -LED ALX1 LED Area Lighting ALX1 WOOL SR3 TEST NO: LTL18294F I ALX1 1z CCCL SR4 TEST NC: LT_182�P ALX1 14000L SR5 TEST NO'. LTL182S8P ISOILLUMINANCE PLOT (Footmndlel ISOILLUM INANCE PLOT (Footcandle) ISOILLUMINANCE PLOT (Foweandiel z u. 1� o� r� a ,z 3,1 4 O -1 u� `o IC 39 O a 1 2 3 .I 5 a a 1 2 3 4 5 a Il 1 2 3 4 5 6 14000L pa W. raved 11288 14a00L pau'age, re"c 10178.8 146E pac.age 60, +apt 12068.6 1- Foahaglevalu® Igsetl on 2a' Iume�a.Fadcantl?a vxuea based _20' I.'mv'a.FOOl�antl -e values bawd an 26' wriarg Irtly}d. aw„narxa heluhi n'6:nui help M. Clasala�dorx UndaWaal rTypagl, Vey 3hortl. eamcvar Clasa111cegan: Uncla.%aetllrypa lit. Very S acubr harp, NO Clemincetion unalagaa�(fypaly, Very short), 0i," AIL X1 7WOL SR3 TEST NO: LTL18300P A_X1 71SR4 TESTNO: _TL783C1P ALX1 7CCCL .111 TEST NC'. TL18302P ISOILLUMINANCE PLOT Footcandle ISOILLUMINANCE PLOT Footcandle 180ILLUMINANCE PLOT Footcandle -3 .2° a .1� o° ,t _z 4 6 ,z y u 1� e� e 1 1 a` Cis a 1 _ 3 4 5 6 J 1 2 3 4 5 6 arxana, 2ier1 700L p5634.5 70onLpackane, rz,] d 5I>P:4.9 wrnens. rina:agldvaarwnased m m' :urrlau, rrmrardl, Vora =3 haa•,cm �a' uun Yrv� IixlyrrL r:rw!Nny Fe Yhl. C1ax.l0ce11on Unciaaalnad (rygalla Vary Snonl. samlr;uwr 1s ... imni- ,r-l!- rr- a4llrc Tvne 111 Vav Shnrfl. 1,1­11W Notes: I Phnlutrir. tiara err mm�rdixirihnlima: ran ten...... y'dimmrhulir hnnialiaMing w.'h sirs I= lhhonia.com). 2 For alecu'ica characteristics cmwltmtdoortmhnical data specification sheets on hhonis.com. 3 Various operating factors can cause differences tetween la borator; and actual it ad www. measu Dirlterr ions and siecifications are based an the most current data and ato suhiml Lo change.Tuck3d In IESNA LM -79 -re standards. l7 � I� LITH�/V /.4 L /GHT /NG AC0TlPi Shl #: ALX1 -LED 9 BrandsLighting, Inc. All rights it orvcd. Rcv. 7!1710 11 5LB, 45LB, 5L 5H, SILL 4 5LG2" FIXTURE 4 FOL E 1� Mounting Height Correction Factor IIVIuldplythe ta level by die cortecdonfacmd loft = 4 1511. = 1.78 ant, n44 ie Irl 6ddYnrntlYtD don Haight' = laarrnc Faati r N- N Mounting Lithonia Lighting Bull Due L.J Cie VJeo. tunYtlr S,GA 30012 Photo. 70 -922 -9000 Fax 77(191 &1209 muYau Illhoni a -tom t,uvls: 6P ON l3, IS MADE SIMPLE BY PULL UP TABS AND TWIST OUT BALLAST ASSEMBLY. PULL UP TABS OF BALLAST AND SOCKET ASSEMBLY. TWIST OUT OF BOTTOM STATIONARY HOLDER. LANTERN WILL BE PREWIRED AND TESTED. STATIONARY HOLDER. ALL ELECTRICAL COMPONENTS ARE U.L. LISTED. ALL MOUNTING HARDWARE IS SUPPLIED. Chai W IN.M*bl rl t - � .i lrr NIALUE LINE" HE3GHr :ta' Ali ' 1etli aa _ FLUORESCE , 4Pa<n Irpr Yn.w- _ = IJt'1tLTt rno1H 111 rrr•LL ' ❑ischu1 ❑MCaa '•a"� "w ".d:: LWTERN CUSTOMER MUST use: E B41 SYLVANIA CF13DD 13 WATT LAMP WITH 4 PIN G2 -1 BASF. PHILIPS PL -T 18W /30/4P 18 WATT LAMP WITH 4 PIN GX2 -2 BASE. PHILIPS PL -T 26W 30 4P 26 WATT LAMP WITH 4 PIN GX24 -3 BASE. PHILIPS PL -T 32W/30/4P 32 WATT LAMP WITH 4 PIN 6X2 -3 EASE. PHILIPS PL -T 42W 30/4P 42 WATT LAMP WITH 4 PIN GX2 -4 BASE. CAST ALUMINUM FINIAL. CAST ALUMINUM ROOF CAP CAST ALUMINUM ROOF NECK, CAST ALUMINUM SQUARE ROOF SECURES TO CAGE WITH (2) $ -32 BRASS THUMBSCREWS. TO RELAMP, REMOVE THUMBSCREWS. 11 1/4" SO. 4 OPAL ACRYLIC (OA) CAGE PANELS SECURED WITH CLIPS AND SCREWS. OTHER PANELS AVAILABLE - CONTACT FACTORY. TWIST LOCK 4 PIN SOCKET BALLAST PROVIDED. 13, 18, 26 32 OR 42 WATT ELECTRONIC FLUORESCENT BALLAST. CUSTOMER MUST SPECIFY WATTAGE. 120 VOLT HPF SUPPLIED. (LAMP NOT SUPPLIED). LAMPING OPTION #1. CAST ALUMINUM SQUARE CALL WITH FROG BOTTOM. CAST ALUMINUM BRACKET ARM WITH WALL PLATE. CAST ALUMINUM KNOB *BALLAST REPLACEMENT IN THE FIELD l l awl l l _ AAL.L L. 16HT L+phOrrp �Ysirsm wattage f/ . lighting' Pii - Nurnum BL -Beak Specifications: PA36.92a BLT -Tutund &web 7AOWL : ":.E 244 MR16 Round Step Light Core Drill MODEL PA3 V i s i o li 3 12 Volt, 35 Watt Max., MR16 Halogen lighting' Pii - Nurnum BL -Beak Specifications: PA36.92a BLT -Tutund &web FAculai le:'rhe aluminum or brass faceplate is pressed on to a machined, black Finish: Ti thenno set polyester powder coat paint available in 14 standard anodized, aluminum cap, which is attached to the lamp holder (see below), All eolian Onalumioum model• finish is applied *,era corrosion reaktanl chnxnale seals are high temperature silicone wrings, A 118" thick, tempered, clearlels, is conversion coating. Aluminum model available in olte additional metal finish: secured to the faceplate with a high temperature, UV curing, silicone adhesive Clear Anodized. Brass model available in three additional metal finishes: for a water tight seal. The faceplate accepts one Internal lens accessory and is Natural, Pollahed. and Aged. held in p € ace by a stainless stet] clip. The faceplate has two 03116" countctsunk Socket: GY -6.35 porcelain socket wish 60OV. 251 PfFE cealed 18 ga mount'Ing holes (movnting hardware not inc ludedl. leads Cover: The aluminum or brass faceplate comes in two cutoffs: 112 CutoR'Cover Lamp: 12 Volt El in MR 16 halogen up to 35 wall (Maximum allowable and 314 Cocntf A 1y8•' thick, 02 1!2' spread lens is secured to the cover wattage depends on model. Sm Certification heading), and allows maximum light output and distribution. The cover is mounted to the CerdHeaflon: C'SA tested Ar certified to US and Canadian safety standards for faceplate using three 18 -8 stainless steel set screws. The cover can be mounted the following applications (not intended for use with combustible surfaces or once the faceplate N installed nn the wa11 and rotated to align. - desired, thermal insulation contact): regardless oTfacepiate orientation. CLA- CINrAnokedlPA3Aorl 2. LED briavaibbleswamlaty .Corllad your Vrion31ghtin3CSIR ('Filler'opkons should hot lamp Holder: The machined 6061 -T6 aluminu . track ar lamp holder Wet location wall mourn use f L159N1: POL- PokSFad pA3Gmly) PA3A -35W Max. MRI6 Halogen lamp. contains the soaker and lamp, attaclics to the faceplate cap using one 18 -8 PA3111 -20W Max. MR36 Halogen lamp. stainless steel set screw, and is sealed with high temperature silicone O- rings. Example: III - AGE - C 1 - 01 - 0 The Lamp Holder is supplied with 116-2 16 -2 cable. Cable exit is sealed with a polymer watertight strain rel ief nhi ng. 3• re S Fbr Ir POIs Job: Approval: Type: 314 Cmorc Cover 1d2cr cover SA � US Ordering Information: 1 v2 - 4 e' 162Cebe Lamp Holder y4�ler Tignl FaoepldtE Strain Relief cover STEP 1.1 GHT $ 4 1 0 � ` tll Plow &WW • ill rillirr 1r1 L&WO NAS 1L1Q 1Mpt! ?SO lAfit! V M 173 wat MC PlIth1tp M N • )• POW DK*tM" CON 111 F"tllrl! s & Cki KMOrKM ap�o 1'i�•11'rrri - deco rative p oles IL lrwuwmlr. WakarNil 4rtMrNw wF 4 **aW err *m-aai ii-a- p ii ko .4m .Nishalo e! Me swam t %*miliki *m6^ �rrr�r�r• wwswsww�wr tre s�a�wtw� Model Finish Cutoff Lamp 1 ' 1 Fitter' Pii - Nurnum BL -Beak C1 -1QW0 6 -None 0 -None PA36.92a BLT -Tutund &web C2-3AWof WillH.1al 1`1 -reed BN. Bronze 01- ES;( 2W 12°NarmN Spat F2'Eilue ENT - Textured Rlopze 42 9AE,Mr4I ?F10yd 1`3 -1_gti iue BAT - TetturedBark e3- FR6,35W12•Namaw pi F4 -Green WI -While 04 JFI 35W, 27Narren Rai 1`5 -Amber GRT- Tudued Gruen 11540 , 35W.40'Flogd Fr -R'r III - Slam F7 - Melary AW GY -Grey BE Rage GNT- Textued Granite SAT - Textured Sala PAT Textured P2tina NON: EAT Texi Earn 1. Alaraak watla0e de< 1el' dsm motlelam agltztion. SeeCela'4r�lbn he4dtlp adore CLA- CINrAnokedlPA3Aorl 2. LED briavaibbleswamlaty .Corllad your Vrion31ghtin3CSIR ('Filler'opkons should hot NAT - Nahuzl lipgR only) be used nigh LEE lamps,) POL- PokSFad pA3Gmly) 3. Spedficahcns, cerpki and dHenng intrili tf aa; subject to dlange. Please dhod AGE - AgrdiPll3G a* nebsite lorfawspocNfatlon slgels. SLeI Her Hd Stall for Poles Example: III - AGE - C 1 - 01 - 0 02007 Vialci Lighting' P.O. Box 607. Fowler, CA 93625 (559) 834 -5749 (559) 834 -4779 fax www.vleion3lighling.com revision 0412072007 STEP 1.1 GHT $ 4 1 0 � ` tll Plow &WW • ill rillirr 1r1 L&WO NAS 1L1Q 1Mpt! ?SO lAfit! V M 173 wat MC PlIth1tp M N • )• POW DK*tM" CON 111 F"tllrl! s & Cki KMOrKM ap�o 1'i�•11'rrri - deco rative p oles IL lrwuwmlr. WakarNil 4rtMrNw wF 4 **aW err *m-aai ii-a- p ii ko .4m .Nishalo e! Me swam t %*miliki *m6^ �rrr�r�r• wwswsww�wr tre s�a�wtw� light Ihlr l '�rrprlar M•� Nlc.rpsn! a..i e�'1rf ere 1tt�r (Ihr k,n1w11Af +� K1rtn! d e 6juk -rJi" julail l the btu 11iumrf 111 11 w 4rnttsy. Tiles 4 (wc 4 r%i tad) evliHwar ttw apdprummil r erf twaa y Akkonture uk ml 6%1%APIA %f ill r1Fj lace It & *M% e11 a rerniiii crif now '1111hor p r^-w 9"k A w*11" so( Lira (ITtmanr twd li+ lie-h k arlatitrna ttivaaeruaara n%&r 4 aw %r& %oar- d runt Cptr% d me'rA** rr.' The (:IaNkAK * w'da * +aFrh ar FI XTURE 4 1 r v w r WARNING: Do not Install light prole without luminaire. Ir UK#r oil%" is u or two tl�a tom �wmhww REFER TO SHEET L -502 FOR LUMINAIRE SCHEDULE & FIXTURE CUT SHEETS 6 2 3 4 5 6 ma3LI kngu. raw- C,a3:1, 'v.ma's.ioot -dr.'s heaudunaa' ou tN hnlfltu Classticaton: Lhcasdol (Type 1tu, Vary Sharl). Culun 4 Bolt Base RTA201137B4- // pole .93� 011tlatd 11non It61r111g ( gill 'd' / 9>ed 9sess rjenlde- 1,rrilselArm 17�irg �aedhed TO By 171�g' •W iii Are, 61)63713 start Owl IX I %wor t0nele 1 Piew per adglaner*:dRrtl7ix4 Reference pages 105 -106 far bull horn arms and kb=WEl a I laths vae11 9dL crossarms Flan An orm Unstated) Q SKI 0 xl ti ton" N.T.-S. �M DE SIGN ENGINEERING, INC. rr L- p SUSTAINABLE DESIGN & ENERGY MANAGEMENT SOLUTIONS 6001 Brick Court, Suite 201 Winter Park, FL 32792 (407)- 756 - 82391(321)- 251 -5071 FAX Certificate #28618 www.mepdesigneng.com NAWWAF SAM AHMAD, P.E. G Copyright 2G10 MEP Design Engineering, Inc Al Ri Reseried. FL REG# 56095 F/ud 120 Went Robhil S C*1w do, F1t" 32801 -1617 Phi me (407) 698 -2225 Fax (407) 648-0175 Seal Q ReyisioIts 0430.10- 155UED FOR REVIEW 05zil .10- Isel FOR AESTI-I= F�=VIEW 08.13.10- ,ADDED SHEET TO 51=T Pmje:t TOUJN FA fri APARTMENTS WINTER SFRINI FL. LUMINAIRE CUT - SHEETS Date: 04.30.10 AS NOTED Drown: SA Checked: SA File Nar` R MOL50 3.DU.6 North Sheet R CONANT &ASSOCIATES CLOOMOMT Y Die amintfrg p opplik 0* Circle III VrOD Polar Fletdlole RareT"M 31 1B1C Fbr ciolndrg For 7'- WCD FEIN - W eta hrg L*n ft ib asd Heddle 5tlth Gull ad 3arVg6 SLeI Her Hd Stall for Poles 3• re S Fbr Ir POIs 41 6 Fbr 7 and largo Fdm ' -Hari] (Tx4'7Wth and 92hl Md HMHd S3WZ rff Pd s xM 4'- Slant Italldaa . ( Gill 98-Andill Bak - C' gat Ofar� Thris O Erid Ga Gla er A Er M o ' 7lrtgtlel6dt'�Irr. Pa61T1At53. (4) CAM 91. Hen. Nils Ease Fta iiiiii IOV 35&T6 VM113Da�rasaad (4] 0* SA1- IAdalt�l4i Her Hd Seri (4) {, k 91. °�• -�"-' = 2 ° Mounting Height: WallThikknews: .136in Mammum EPA Your Name., Butt Diameter: 7 In 70: 24.8 Reprewntathre Name: Tarp Diameter: 4.5 In 00l 18.3 Architect Name. Base Diameter: 1o.5 1n 90: 14.1 Project Name: Bolt Circle: 10 -11 in 108: 11.2 Ouston-rcr P.O. #I Bak Projection: 2.75 in 110: 9.1 Flnlsh: Bok Stze: Ix 36 x 4 Dabs., OEV0312010 Net weight: 100 Accasscri Notes Luminary Weight: 100 Arm Length: quari VEsft Hapco.com or call WO-36e -7171 or fax 274-528 -7707 V.2.03 light Ihlr l '�rrprlar M•� Nlc.rpsn! a..i e�'1rf ere 1tt�r (Ihr k,n1w11Af +� K1rtn! d e 6juk -rJi" julail l the btu 11iumrf 111 11 w 4rnttsy. Tiles 4 (wc 4 r%i tad) evliHwar ttw apdprummil r erf twaa y Akkonture uk ml 6%1%APIA %f ill r1Fj lace It & *M% e11 a rerniiii crif now '1111hor p r^-w 9"k A w*11" so( Lira (ITtmanr twd li+ lie-h k arlatitrna ttivaaeruaara n%&r 4 aw %r& %oar- d runt Cptr% d me'rA** rr.' The (:IaNkAK * w'da * +aFrh ar FI XTURE 4 1 r v w r WARNING: Do not Install light prole without luminaire. Ir UK#r oil%" is u or two tl�a tom �wmhww REFER TO SHEET L -502 FOR LUMINAIRE SCHEDULE & FIXTURE CUT SHEETS 6 2 3 4 5 6 ma3LI kngu. raw- C,a3:1, 'v.ma's.ioot -dr.'s heaudunaa' ou tN hnlfltu Classticaton: Lhcasdol (Type 1tu, Vary Sharl). Culun 4 Bolt Base RTA201137B4- // pole .93� 011tlatd 11non It61r111g ( gill 'd' / 9>ed 9sess rjenlde- 1,rrilselArm 17�irg �aedhed TO By 171�g' •W iii Are, 61)63713 start Owl IX I %wor t0nele 1 Piew per adglaner*:dRrtl7ix4 Reference pages 105 -106 far bull horn arms and kb=WEl a I laths vae11 9dL crossarms Flan An orm Unstated) Q SKI 0 xl ti ton" N.T.-S. �M DE SIGN ENGINEERING, INC. rr L- p SUSTAINABLE DESIGN & ENERGY MANAGEMENT SOLUTIONS 6001 Brick Court, Suite 201 Winter Park, FL 32792 (407)- 756 - 82391(321)- 251 -5071 FAX Certificate #28618 www.mepdesigneng.com NAWWAF SAM AHMAD, P.E. G Copyright 2G10 MEP Design Engineering, Inc Al Ri Reseried. FL REG# 56095 F/ud 120 Went Robhil S C*1w do, F1t" 32801 -1617 Phi me (407) 698 -2225 Fax (407) 648-0175 Seal Q ReyisioIts 0430.10- 155UED FOR REVIEW 05zil .10- Isel FOR AESTI-I= F�=VIEW 08.13.10- ,ADDED SHEET TO 51=T Pmje:t TOUJN FA fri APARTMENTS WINTER SFRINI FL. LUMINAIRE CUT - SHEETS Date: 04.30.10 AS NOTED Drown: SA Checked: SA File Nar` R MOL50 3.DU.6 North Sheet R CONANT &ASSOCIATES CLOOMOMT