Loading...
HomeMy WebLinkAbout2008 09 22 Regular 600 Final Engineering/Site Plan Office/Retail Building in Town CenterCOMMISSION AGENDA ITEM 600 Consent Information Public Hearin Re ular X September 22, 2008 Meeting MGR. ' /De t. " -~ REQUEST: The Community Development Department requests the Commission consider the final engineering/site plan fora 4,232 S.F. single story office/retail building, a 320 S.F. storage building, and other site improvements on apie-shaped 0.73 acre property at the northeast corner of SR 434 and Central Winds Drive (also abuts Central Winds Parkway a.k.a. Old SR 434), within the Town Center. PURPOSE: The purpose of this Agenda Item is for the Commission to consider a site plan fora 4,232 SF office/retail building and its associated site improvements on apie-shaped site within the Winter Springs Town Center. The applicant has completed concept review and one staff review for combined aesthetic review and final engineering/site plan review and requests to have the plans forwarded to the City Commission for approval. APPLICABLE REGULATIONS: Chapter 163, Florida Statutes Chapter 166, Florida Statutes Comprehensive Plan Chapter 9, City Code Town Center District Code CONSIDERATIONS: Overview The 0.73 acre undeveloped and treed site is located within the Winter Springs Town Center on the southeast corner of SR 434 and Central Winds Drive. The topography slopes southward from a high point of about 48' NGVD near the intersection of Central Winds Drive and Central Winds Parkway (a.k.a. Old SR 434) to a low of less than 42' at its southern end (more than 6' over a span of 353 feet). This is an important and prominent location for the City and the Town Center as well as the applicant. All west-bound traffic on SR 434 through the Town Center will experience a terminating vista into the south and western boundaries of this site, similar to the way the 8.7 acre crescent-shaped property immediately to the northwest will form the entrance to the Town Center from the west. Most traffic to September 22, 2008 Regular Item 600 Page 2 of 6 and from the high school and Central Winds Park will pass by and stop in front of this site on Central Winds Drive. Proximity to the high school, Central Winds Park, and the Cross Seminole Trail should make this site desirable for various retail endeavors. Concept Approval In April of 2007, the applicant submitted a conceptual site plan. Dover Kohl reviewed the submittal and provided verbal comments on Apri123, 2007, which the City Commission included as conditions of approval in its May14, 2007 concept approval. These conditions are listed below as follows: 1. The 12' minimum sidewalk width along SR 434 and Central Winds Drive and minimum 50 glazing along these frontages is very important for retail; 2. We should stress the importance of at least some real second story -even if it means allowing some of the necessary parking (to accommodate the 2"d floor) to be on-street on Central Winds Parkway - in the absence of a real second floor, round clear-story windows on a tall facade and numerous embellishments are superior to just a faux 2"d floor; 3. To accommodate on-street parking and buses, the City could consider prohibiting parking during the afternoon peak bus staging and egress; 4. To discourage long-term parking by the high school students, the City could post time limits on the on-street parking near the school; 5. The gap between the wall along SR 434 and the SE corner of the building needs to be narrowed and a trellis or similar covering would enhance the "feel" from SR 434; 6. The wall along SR 434 should be embellished as should the pond (if a wet pond, a fountain or other significant feature should be considered); 7. Due to its visibility on the curve, the dumpster enclosure should be embellished on the side(s) visible from SR 434; 8. The fact that the applicant wants to provide 8'+ deep awnings facing SR 434 and Central Winds Drive is very positive; 9. It is OK to have a prominent entrance from the parking lot, but it must be subordinate to the main entrance facing SR 434 or at the corner -amain entrance at the corner, where someone can pass right thru the building would be good; 10. Dominant signage should always be directed toward the primary space (which is SR 434); and 11. The Central Winds Parkway side (the high school side) should have a wall, trellis, or substantial landscaping to screen the parking lot. The final engineering/site plan being considered as part of this agenda item has largely disregarded these conditions of approval or negated them. The 12' wide sidewalk is not provided along the entire storefront on either SR 434 or Central Winds Drive. Staff could support phasing in the wider sidewalks along SR 434, southeast of the building along the SR 434 ROW, until additional development in the area warrants the wider sidewalk. The 12' wide sidewalks need to be installed in front of the building storefronts in order to meet the City's Comprehensive Plan. The applicant could or would not tell staff the height of the first floor end, where the second story is proposed, how big the second floor area is, or what is proposed on the second floor (the stairs go somewhere). The plan ignores sidewalk, drainage, or on-street parking along the Central Winds 2 September 22, 2008 Regular Item 600 Page 3 of 6 Parkway ROW. The wall, dumpster enclosure, and storage building do not appear to have been embellished or located to maximize their effect on SR 434. The 8' deep awnings (that staff praised during the concept review) have been down-sized to meet the 5' minimum depth and are less than the 10' above the sidewalk surface required by code. Other architectural deviations from the Code are listed in the aesthetic review. Utilities The site has central water and sewer available, with adequate capacity. A 6" diameter sanitary force main is located adjacent to the site along the east side of Central Winds Parkway. The applicant has provided an on-site lift station as part of the site engineering. A 12" diameter potable water line extends parallel to the sanitary line, but also extends north along the west side of the Central Winds Parkway. Stormwater attenuation and treatment has been accommodated on-site. The lowest elevation is in the south of the site. The applicant has been encouraged to consider at least some underground exfiltration to reduce or eliminate the need for stormwater ponds. The applicant has chosen to have multiple dry retention ponds located near the roadway frontages in a suburban, rather than town center arrangement. City staff is of the opinion that adequate access to the retention ponds for maintenance is provided at this location without a full 10' wide maintenance berm. Town Center Comp Plan Issues The Town Center Code did not directly address this property, Central Winds Park, Paw Park, Central Winds Drive, Central Winds Parkway, or the Orange Avenue connection to SR 434 in its Squares, Parks, and Streets Map. That is because this area was added to the Town Center after the Town Center Code (sections 20-320 through 20-327) was adopted. Nevertheless, the property is located within the current boundaries of the Town Center and is subject to Town Center regulations set forth in the City Code and the Comprehensive Plan (within the Comp Plan, these regulations are primarily in the Future Land Use Element). The Comprehensive Plan was adopted in 2001 and amended in 2005 (Ordinance 2004-43, adopted 01-24-OS) to include provisions for the Urban Central Business District (the boundaries of the Urban Central Business District and the Town Center or coincidental to and overlay one another, as stated in Future Land Use Element Policy 5.1.4). 1. The Comprehensive Plan (Future Land Use Element Policy 5.2.6) requires sidewalks in the Town Center that are a minimum of 12' wide in front of commercial shopfronts and a minimum of 6' wide in all other areas, night lighting of display windows and building interiors along street frontages, and room sized areas of habitable space along street frontages in commercial shopfronts with entrances at the same grade as the sidewalk. The purpose of this policy is to promote pedestrian gathering and circulation in the Town Center. A minimum 12' wide sidewalk is therefore required along both the SR 434 and Central Winds Drive sorefronts. As previously stated, staff supports the widening of the remaining SR 434 sidewalks at such time as additional development in the area warrants those sidewalks. A minimum 6' wide sidewalk is required along Central Winds Parkway (a.k.a. Old SR 434). 2. The Town Center had been envisioned with central stormwater management in mind. This has largely not been accomplished, as many developments have incorporated on-site stormwater facilities. This site is designed with two dry retention ponds located near the roadway frontages. Future Land Use Policy 2.3.2 (which addresses Town Center drainage) includes the following: "...Retention ponds shall be designed to enhance neighborhood edges and aesthetics and to provide buffering when appropriate." 3 September 22, 2008 Regular Item 600 Page 4 of 6 Pond size and location along the SR 434 ROW aze more pronounced in the final engineering plans than in the concept plan the Commission reviewed. Staff does not believe that the locations of these ponds aze consistent with the Town Center walkable/place-making theme, since people are not typically drawn to walk along dry stormwater facilities, blank walls, or parking lots. Inconsistencies with Code All Code inconsistencies must be identified and addressed through special exceptions or in a development agreement, either of which should be brought forwazd for approval along with the final engineering and aesthetic review. Subsection 20-321 (d) states the following about a development ageement for a project in the Town Center: "Considerations for the city in deciding whether to participate in such an agreement will include compliance with the objectives and design criteria specified in this division; demonstration of a cost benefit to the city and developer; consideration of development amenities provided by the developer." The applicant should not assume that any deviation depicted on the plans but that is not adequately addressed in a development agreement has been approved by default. There can be no deviations from comprehensive plan requirements. At the time this item is written, no development agreement, special exception request has been received. Code deviations and potential code deviations are noted below: 1. Section 20-325 of the City Code sets the maximum distance between buildings, with the space ranging from a maximum of 10' along the most urban thoroughfares to a maximum of 50' along the least urban thoroughfazes. The large quantity of un-built frontage, including the retention ponds, exceeds these maximum distances between buildings (now and in the future). These gaps between buildings reduce walkability and provide open views to both pedestrians and drivers of the parking lot from west bound SR 434. The storage building and dumpster enclosure could have been moved closer to the SR 434 ROW and the retention ponds moved farther from the ROW (or placed underground) to create a more intense and interesting -pedestrian-oriented frontage on the primary space. The applicant has proposed a garden wall along the SR 434 frontage to partially mitigate the large expanse of unbuilt frontage. Section 20-327 of the Code requires this wall to be at minimum 25 percent opaque (the proposed wall is only 20 percent opaque). 2. The storage building is located at least 23 feet from the SR 434 ROW, instead of up to the ROW line, as set forth in Subsection 20-325 (8) for fronting on SR 434. This ties in with the comments for No. 1, above. 3. Section 20-327 requires fences, gazden walls and hedges to be at minimum 25 percent opaque. The plans depict one of five 18 foot long segments of the garden wall to be opaque. 4. Section 20-325 depicts the various street types with street trees between the sidewalk and the roadway vehicle accommodation azeas (although for some azeas, such as along the SR 434 frontage 4 September 22, 2008 Regular Item 600 Page 5 of 6 these trees are optional). The applicant is removing all of the trees from the site and not planting any trees in the adjacent ROW between the sidewalk and roadway. The absence of trees from the public ROW is not a code violation or deviation, but works against apedestrian-oriented development. On-street parking (which is not provided along any of the 3 abutting ROWS) and street trees between the sidewalk and the roadway create a physical and psychological buffer that makes pedestrians feel safer walking along a busy street than they otherwise would. 5. Subsection 20-327 (d) requires doors at intervals no greater than 50 feet. The applicant provides two sets of double doors near the corner of SR 434 and Central Winds Drive, each set of double doors are more than 60 feet from either end of the building. The building needs an additional door fronting onto the primary space (SR 434 frontage) and another onto the secondary space (Central Winds Drive frontage) or relocate the doors from their presently proposed locations. The provision of one set of double doors along a ninety foot long facade does not meet the intent of this section of the Code. 6. Section 20-325 requires that buildings and sites front their primary space, as set forth in the Hierarchy of Squares, parks, and streets in Subsection 20-325 (a). The building and site appears in possible violation of this requirement, as evidenced by the large centrally located (to the retail space) double rear doors opening onto the parking lot from both segments of the building. Establishing clear frontage onto the primary space and creating a clearly subordinate rear of the building is essential to a functioning Town Center. The proposed bike rack under the most prominent portion of the open pergola further exacerbates this. The bike rack should be moved -most likely to the area near the walk-thru between the parking lot and the sidewalk along the SR 434 ROW, where it could coincide with a Lynx bus stop (Link 323, estimated to begin in or about Apri12009). 7. Most roadway types depicted in Section 20-325 of the Code call for on-street parking. The applicant has declined the City's requests to provide on-street parking or even a sidewalk in the approximately 170 foot long segment of the Central Winds Parkway ROW between his curb-cut and the corner with Central Winds Drive. Sidewalks are typically required along street frontages, even when a connection to other functioning sidewalks are not present; further, the Comprehensive Plan requires at least a 6' wide sidewalk. Subsection 20-324 (10) (b) allows the Development Review Committee (DRC) to select diagonal or parallel parking along any section of road. The City has recently installed a six foot wide sidewalk along the property's Central Winds Drive frontage. Public Works does not support on-street parking between the corner of Central Winds Drive and Central Winds Parkway. 8. Subsection 9-241 of the Code requires all ponds to have at least a 10 foot wide maintenance berm capable of supporting a maintenance vehicle. The plans depict far less than a 10 foot wide maintenance berm. Staff supports this deviation, since reasonable access to the dry ponds is available from the parking lot and from the adjacent ROWs. Staff has made this recommendation on other projects where adequate access to dry ponds makes the deviation reasonable. Any deviation from the Code that the Commission decides to approve must be addressed through a development agreement or other appropriate mechanism. 9. If the City Commission were to approve the plans, it must waive the frontage road requirement, as stated in Subsection 20-325 (8) of the Code. Staff supports waiving the frontage road requirement for this project. 5 September 22, 2008 Regular Item 600 Page 6 of 6 FINDINGS: The proposed development is located within the City of Winter Springs Town Center: it has a Town Center Future Land Use designation, is within the Urban Central Business District, and is within the Town Center zoning district. 2. Any deviations from the Code must be addressed through a development agreement, special exception, or some other appropriate mechanism. No development agreement or special exception has been submitted by the applicant. 3. The proposed site plan is inconsistent with the Comprehensive Plan. 4. The proposed site plan is inconsistent with the City Code of Ordinances. 5. The proposed site plan is inconsistent with the Commission's conditions of approval from the Apri123, 2007 concept review. 6. The proposed site plan is an incomplete submission of the required materials for a site plan review (please see Attachment "B" and Attachment "C" for a complete list of missing submittal requirements). 7. The City Engineer's September 10, 2008 memo (Attachment "B") lists the outstanding engineering issues related to the site plan. 8. The Urban Beautification Manager's September 16, 2008 memo (Attachment "C") lists the outstanding landscape and lighting issues related to the site plan. RECOMMENDATION: Based on the inconsistencies with the Comp Plan and City Code as well as the incomplete plan submittal, staff must recommend the City Commission deny the attached final engineering/site plan. ATTACHMENTS: A -Concept plan agenda item and minutes B -City Engineer memo of September 10, 2008 C -Urban Beautification Manager memo of September 16, 2008 D -Final Engineering/site plan COMMISSION ACTION: 6 ATTACHMENT A COMMISSION AGENDA ITEM 602 Ma~14, 200 Meeting Consent Information Public Hearin Re ular X MGR. , ~~ /De t. REQUEST: The Community Development Department requests the Commission consider a conceptual plan for a 5,000 SF office/retail site on apie-shaped 0.73 acre property at the northeast corner of SR 434 and Central Winds Drive (also abuts Central Winds Parkway a.k.a. Old SR 434), within the Town Center, PURPOSE: The purpose of this Agenda Item is for the Commission to consider a conceptual development plan for 5,000 SF of office/retail on apie-shaped site within the Winter Springs Town Center. This site will be difficult if not impossible to develop in a manner consistent with all of the applicable codes, due to its size, shape, and location. It is virtually surrounded by roadways, most prominently SR 434. Intense school and park traffic further factor into the complexity of this site. APPLICABLE REGULATIONS: Comprehensive Plan Chapter 9, City Code Town Center District Code CONSIDERATIONS: Overview The 0.73 acre undeveloped and treed site is located within the Winter Springs Town Center on the southeast corner of SR 434 and Central Winds Drive. The topography slopes southward from a high point of about 48' NGVD near the intersection of Central Winds Drive and Central Winds Parkway (a.k.a. Old SR 434) to a low of less than 42' at its southern end (more than 6' over a span of 353 feet). This is an important and prominent location for the City and the Town Center as well as the applicant. All east-bound traffic on SR 434 through the Town Center will experience a terminating vista into the south end of this site, similar to the way the 8.7 acre crescent-shaped property immediately to the north will form the entrance to the Town Center from the west. Utilities The site has central water and sewer available, with adequate capacity. A 6" diameter sanitary force main crosses the southern end of the site, extending across SR 434 from the high school site to Heritage May 14, 2007 Regular Item 602 Page 2 of 3 Park. The applicant must provide an on-site lift station as part of the site engineering. A 12" diameter potable water line extends parallel to the sanitary line, but also extends north along the west side of the Central Winds Parkway (a.k.a. Old SR 434). Stormwater must be accommodated on-site. The lowest point is in the south of the site. The applicant has been encouraged to consider at least some underground exfiltration to reduce or eliminate the need for stormwater ponds. A 10' wide maintenance berm is required by code around the perimeter of anabove-ground stormwater pond. Town Center Issues The Town Center Code did not address this property, Central Winds Park, Paw Park, Central Winds Drive, Central Winds Parkway, or the Orange Avenue connection to SR 434 in its Squares, Parks, and Streets Map. That is because this area was added to the Town Center after the Town Center Code (sections 20-320 through 20-327 were adopted). A workshop with Dover Kohl and Partners has been tentatively scheduled for June 11-13. Street types and design criteria is to be one of the topics addressed. The prominence of the high school and Central Winds Park, Paw Park, and the eventual connection of Orange Avenue to SR 434 will likely be discussed in conjunction with specifications for how each street type should be developed. Dover Kohl has reviewed the submittal and provided verbal comments on April 23, 2007 which are incorporated as follows: 1. The 12' minimum sidewalk width along SR 434 and Central Winds Drive and minimum 50 % glazing along these frontages is very important for retail; 2. We should stress the importance of at least some real second story - even if it means allowing some of the necessary parking (to accommodate the 2°d floor) to be on-street on Central Winds Parkway - in the absence of a real second floor, round clear-story windows on a tall facade and numerous embellishments are superior to just a faux 2nd flOOr; 3. To accommodate on-street parking and buses, the City could consider prohibiting parking during the afternoon peak bus staging and egress (cited Alexandria, VA example); 4. To discourage long-term pazking by the high school students, the City could post time limits on the on-street parking near the school; 5. The gap between the wall along SR 434 and the SE corner of the building needs to be narrowed and a trellis or similar covering would enhance the "feel" from SR 434; 6. The wall along SR 434 should be embellished as should the pond (if a wet pond, a fountain or other significant feature should be considered); 7. Due to its visibility on the curve, the dumpster enclosure should be embellished on the side(s) visible from SR 434; 8. The fact that the applicant wants to provide 8'+ deep awnings facing SR 434 and Central Winds Drive is very positive; 9. It is OK to have a prominent entrance from the parking lot, but it must be subordinate to the main entrance facing SR 434 or at the corner -amain entrance at the corner, where someone can pass right thru the building would be good; 10. Dominant signage should always be directed toward the primary space (which is SR 434); and 11. The Central Winds Pazkway side (the high school side) should have a wall; trellis, or substantial landscaping to screen the parking lot. 2 May 14, 2007 Regular Item 602 Page 3 of 3 The Comprehensive Plan (Future Land Use Element Policy 5.2.6) requires sidewalks in the Town Center that are a minimum of 12' wide in front of commercial shopfronts and a minimum of 6' wide in all other areas, night lighting of display windows and building interiors along street frontages, and room sized areas of habitable space along street frontages in commercial shopfronts with entrances at the same grade as the sidewalk. The purpose of this policy is to promote pedestrian gathering and circulation in the Town Center. A minimum 12' wide sidewalk is therefore required along both the SR 434 frontage and Central Winds Drive frontage. A minimum 6' wide sidewalk is required along Central Winds Parkway (a.k.a. Old SR 434). Inconsistencies with Code All inconsistencies must be identified and addressed in a development agreement, which would be brought forward for approval along with the final engineering and aesthetic review. The applicant should not assume that any deviation depicted on the plans but that is not adequately addressed in a development agreement has been approved by default. There are no deviations from comprehensive plan requirements. FINDINGS: 1. The proposed development is located within the City of Winter Springs Town Center. 2. Any deviations from the Code must be addressed through a development agreement, special exception, or some other appropriate mechanism. RECOMMENDATION: Staff recommends the City Commission approve the attached revised concept plan subject to the Dover Kohl comments and that any deviations from the Code must be clearly identified and addressed through a development agreement or other appropriate mechanism ATTACHMENTS: A -Concept plan and Apri126, 20071etter COMMISSION ACTION: 3 820 WEST BROADWAY STREET, SUITE 3000 OVIEDO. FLORIDA 32765 IPI40I-977-1080 (F1407-977-1010 AA0002984 W W W SRIA RCH.COM x Planning and Architecture Inc 26 Apr 07 Randy Stevenson, ASLA Community Development Director 1126 State Road 434 Winter Springs, Florida 32708 Re: Wagners Curve Office /Retail Building Conceptual Development Plan Approval Randy Thank you for allowing us to meet with staff for their review of this project on 17 Apr 07 and we look forward to presenting this project to City Council on the 14 May 07 for their approval. Enclosed herewith please find 21 copies (and one copy of pdf files on cd) of the following documents for your distribution: 1. Survey 2. Conceptual Site Plan 3. Conceptual Floor Plan 4. Conceptual Building Elevation We are also providing responses to review comments from the 17 Apr 07 staff review meeting below, as back up information for staff and Council review. Written Staff Comments from Brian Fields 1. Comment: Stormwater ponds require 10-foot maintenance berm on all side per the City Code and SJRWMD criteria. Response: We will comply with this requirement as part of our final engineering submittal. 2. Comment: Having a stormwater pond at the north corner of the site as shown may not be feasible since this is the high point of the site. Consider moving the dumpster to the north end to provide more retention area at the south end. Response: We will consider this during our engineering phase of the project once we have better geotechnical and topographical information. 3. Comment: Consider using an underground exfiltration stormwater system to reduce or eliminate pond areas. Response: We will consider this during our engineering phase of the project once we have better geotechnical and topographical information. 4. Comment: Provide a handicapped parking space. Response: Have complied see attached revised site plan. S. Comment: Improvements to Central Winds Parkway (Old SR 434) will likely be required from Central Winds Drive to the site entrance. On-street parking could be counted towards meeting the project's parking demand. Response: Not sure what improvements are required, since the current road carries significant passenger car and bus traffic, but we will certainly consider any request you may have. We meet parking requirements on site and are skeptical of the value of on street parking that more than likely will get taken up by high school students for the majority of the business day. 6. Comment: Sidewalks in the town center are required to be 6-feet wide minimum. Discuss sidewalk routing at the staff meeting. Response: We have increased sidewalks on site to 6-feet wide and per staff discussion, increased the side walk to 12-feet wide at the "retail front door" (south west corner) of the building, as shown on the attached revised drawings. 7. Comment: Provide space on site for a lift station. Response: Have complied. See attached revised site plan. 8. Comment: Provide a geotechnical report and stormwater report with the final engineering submittal. A traffic study is not required. Response: Will comply at time of final engineering submittal. Verbal Staff Comments from John Baker 1. Comment: Would like 12' wide side walks in front of building. Response: Have complied at south west corner of building. See attached revised plans. 2. Comment: Add canopies out to "build to line". Response: Have complied canopies are 10- overhang, as shown dotted on attached revised plans. 3. Comment: Glass shall be SO% coverage for retail space. Response: Will comply during aesthetic review submittal. 4. Comment: Enhance site wall with fountain, bench, and / or planters. Response: Will comply during aesthetic review submittal. S. Comment: Consider on street parking. Response: Will consider, however we prefer not to based on potential uncontrolled high school student use during the business day. 6. Comment: Retention pond could be wet with attractive fountain feature. Response: Acknowledge comment. However final site engineering will determine retention pond requirements based on topography, geotechnical soil characteristics, and SJRWMD requirements. 7. Comment: Need to address signage. Response: Will comply during aesthetic review submittal. 8. Comment: Expression line of building needs to well defined. Response: Will comply during aesthetic review submittal. 9. Comment: Would like to see "room size" (1 S feet by 1 S feet) people gathering area along the building frontage. Response: We believe we do comply and will demonstrate during final engineering submittal, when floor plan is fully developed. Verbal Staff Comments from Chuck Pula. 1. Comment: Would like to see some way to incorporate signage in the project that will advertise Central Winds Park activities. Response: We are willing to accommodate this perhaps along the site wall where the City could hang event banners. Verbal Staff Comments from Mike Scheraldi 1. Comment: Cautioned to pay attention to building code "distance from property line and allowable openings in walls" issues, with our building so close to the south and west property line. Response: Building to the "build to line" is a town center requirement, which pushes buildings up to the property line. We believe we do comply with "distance and openings issue" though because where we are on the property line we are also on a public right of way which adequately separates any future buildings from our building. We will however confirm our compliance with the code during our final engineering submittal. 2. Comment: Restaurant use will require water and sewer utilities at the dumpster enclosure. Response: If a restaurant use is contemplated we will comply. Verbal Staff Comments from Michael Mingea 1. Comment: There are a few specimen trees on the property and the arbor ordinance will need to be followed. Response: Will comply during final engineering submittal. Verbal Staff Comment from Bob Dallas I .Comment: Afire hydrant will be required with in 500 feet of the building. Response: Will comply during fmal engineering submittal. Verbal Staff Comment from Glenn Tolleson 1. Comment: If posted as parking for local business only, the City could enforce prevention of students parking on any on street parking places. Response: Our current preference is not to have on street parking so hopefully student use will not become an issue. End of review comments We trust this submittal is well received and we look forward to Council approval on 14 May 07 Regards v _ __-__ _ Wm E Starmer AIA NCARB President _ ._ -_ -, wagners curve retail /office building ~ ~ of~,s r ~,,,~ ,. ~`` ~, 434 ;`{~etcntron 'Y'om 4 ~ north ~ ~ ~~~; ~ _ ~ ,~+- `~_'`. ~ ` .rrjr'~ ~ r./ ,. .a f - - r ;; ,, , ' ~ ~ ,,,J~ [.~1 1. ~~' '; y; ___ ,1 ~ site lan ,~ ~ ,.~., ~ ~ ~ , ,.moo, ,- ~ iy r. ,.~ ,~ ~~ ~ 1 ~ 20 parking ~ ~~~ , -. ~ ~I r ~ ~ hR ~tanon ~ ~= _ _ .. ~ ~ ' L ~: l ~ _ ,~ ~~ +', - -`~~ ~ offxx hetail '~ ~_-~ dumpster .~ i -~,C 1 -. t E ~ '~ i ~ ' :_ ~ ~ ~~ ~ ~ r9uv, wall _, _. . ' eeo ~.. ~~ ;% >_ + _ `` ~ - '~~., _ ~r tip' ~Y _ .,;~,, _>___~ fi _ _ - _- __._ _ _._ --- ____ _ __ _:_,,,_~ s.r. 434 ~~ _ _ __ ___ - --- -- ,_ _ __.. ---- 2~ . - = _ _ _;_ . _ _. -_- -- - __ ••~- 3. _ ..._.. _ f_ - ,.,~ - - ~_ ~- - ~ ~_ f~~e-t-...ot Ranaldi i - __ f'aYrrC (T 7 R~r~'ar'ue E'1:. L. . ... .........____ _..-. .._.... _~. ._..._.... ......._._._.. .._...__ _...__. ._.........__~.. _.._ . .. _.. wagners curve office /retail building '0 Apr 01 }~' ° ~'~ X000 sf ; ~~ . „~~ ~ ' ,~ floor lan p ~~ , ~~ ~_~ , ~. ~ ~ _ ~ :- , __ ~. ~- __. , ,. ,.. -: . . ~ ~ ... . . i ~ ~- i j: I' I f //P NYC .... ~ ._ - J, y ti ~ ~~< - - ~ ~ ~ E ~ ~ ft '~,~i ~' a mezzanine above k ~x . ,~ ~ ~ ~--~ ~ ,,~ ~ •, _ ~. _, ~~ .. _ ~.. __ ~ s ~ . ~ t r' f , `.. ;=_ - , ~~ ~ -. _ ~~ ~~_ i ~~, ~- r,.. ~ `~ - ~.__. _-- _ -- ____ ~ I __.____ y+aurwo Ranaldi ~ i waaners curve office /retail building '.6 Apr O7 -»--:. ,, .~... <•~ ,:.. z ,- _ ., ~s`~ a-v-r ~ .. -.- -,- ti3r . -~-~--~~.~_--_? __. ~ T :;_. - ---r -mss _ .~ -~ ~ ~ -~~ 4~- ,g a ~- _. ~ - _ -- ~ pen ~' P7in -- / - __ _~ z .....- .: _ r~ .. _ •.--, -, ~ LL - - _.. i ~. r ,: ~ -- ... -- - --, mss- - ,, - _ - ~'~ ~. ___.- -~ - ~ - - i _ _ _ ~ - - . , -- - - ~ f a-- r _ _ r_ K ~ , mot. Ranaldi ,~ south elevation -- ^ CITY OF WINTER SPRINGS, FLORIDA MINUTES CITY COMMISSION REGULAR MEETING -MAY 14, 2007 PAGE 12 OF 17 REGULAR AGENDA REGULAR 600. Public Works Department Requests The City Commission Validate The Staff Recommendation Finding Orange Avenue To Be Built In Substantial Accordance With The Final Engineering Plans, To Accept The Public Infrastructure, And To Authorize Reimbursement To Levitt & Sons In The Amount Of $835,572.00 For The Design And Construction Of Orange Avenue Per The Developer's Agreement. Mr. Fields spoke on this Agenda Item. Discussion. "MOTION TO APPROVE ITEM X600'." MOTION BY COMMISSIONER MILLER SECONDED BY COMMISSIONER BROWN. DISCUSSION. VOTE: COMMISSIONER MILLER: AYE COMMISSIONER KREBS: AYE DEPUTY MAYOR McGINNIS: AYE COMMISSIONER BROWN: AYE MOTION CARRIED. REGULAR 601. Not Used. REGULAR 602. Community Development Department Requests The City Commission Consider A Conceptual Plan For A 5,000 SF (Square Foot) Office/Retail Site On APie-Shaped 0.73 Acre Property At The Northeast Corner Of SR (State Road) 434 And Central Winds Drive (Also Abuts Central Winds Parkway A.K.A. (Also Known As) Old SR (State Road) 434), Within The Town Center. Mr. Baker spoke regarding this Agenda Item. Discussion. C[TY OF WINTER SPRINGS, FLORIDA MINUTES CITY COMMISSION REGULAR MEETING -MAY l4, 2007 PAGE 13 OF 17 Mr. Bill Starmer, AIA, NCARB, Architect, President, Starmer, Ranaldi Planning and Architecture, Inc., 820 West Broadway Street, Oviedo, Florida: addressed the City Commission on this Agenda Item and commented that, "If you look at the retention ponds that we have here, they're fairly shallow so we're not intending them to be wet. If we can get away without making them wet, then it appears as open green space; it's grass that doesn't have -heavy landscape in terms of bushes and shrubs, but we will certainly look into it." Commissioner Brown commented, "Several months ago there was a conversation with - Winter Springs High School and their -committee about signage for the school, in and around this location and we were wondering how we could make that happen at the time. Now I am wondering, given the location of that retention pond on the right, and given the Commissioner's desire to do some kind of enlightenment there, if there would be an opportunity to partner with the school to do their sign as a part of some sort of treatment in that pond that could be lit -with their events and what not; coming into that very important entrance?" Mr. Starmer replied, "And that discussion actually has been made; not so much with the school, but perhaps more so with Central Winds. You know, can the City take the opportunity to advertise upcoming events. So, we've talked that through with the owner; they're certainly not opposed to that and they'd be willing to discuss it with you. So, I think that's - a very distinct possibility." Commissioner Brown asked, "Would you be point on that if I can get somebody from the school to give you a call?" Mr. Starmer replied, "Sure." Further discussion on signage. Mr. Stevenson asked, "I just want to know if we have -the flexibility of Staff to negotiate something maybe other than a fountain; maybe some up-lit trees and planters, things of this nature that would accomplish the same thing of a fountain by up-lighting, but it would also leave most of this storefront space open for pedestrians in here." Deputy Mayor McGinnis commented, "Yes." Mayor Bush asked, "So, you are recommending that you don't put a fountain at that particular location, but there could be other locations that would be..." Mr. Stevenson replied, "...Could be, but I'm also recommending that in addition to a fountain, that we have the flexibility to look at some other type of feature there, on that corner." Deputy Mayor McGinnis again commented, "Yes. I support that." CITY OF WINTER SPRINGS, FLORIDA MINUTES CITY COMMISSION REGULAR MEETING -MAY 14, 2007 PAGE 14 OF 17 "MOTION TO APPROVE THE REVISED CONCEPT PLANS SUBJECT TO DOVER KOHL COMMENTS AND ANY DEVIATIONS FROM THE CODE THAT MUST BE ADDRESSED THROUGH A DEVELOPMENT AGREEMENT." MOTION BY DEPUTY MAYOR McGINNIS. SECONDED BY COMMISSIONER KREBS. DISCUSSION. VOTE: COMMISSIONER KREBS: AYE COMMISSIONER BROWN: AYE COMMISSIONER MILLER: AYE DEPUTY MAYOR McGINNIS: AYE MOTION CARRIED. REGULAR 603. Community Development Department -Planning Division Requests The City Commission Remove From The Table, Mr. Stan Toledo's Request For A Comprehensive Plan Amendment Changing The Future Land Use (Ordinance Number 2007-04) And Rezoning (Ordinance Number 2007-05) Of An 8.8 Acre Parcel, Located On The North Side Of SR (State Road) 434, East Of The Entrance To Barrington Estates And 600' (Feet) West Of DeLeon Street. Mayor Bush stated, "Can we have a Motion to remove from the Table?" "SO MOVED." MOTION BY DEPUTY MAYOR McGINNIS. SECONDED BY COMMISSIONER KREBS. DISCUSSION. VOTE: COMMISSIONER BROWN: AYE COMMISSIONER MILLER: AYE DEPUTY MAYOR McGINNIS: AYE COMMISSIONER KREBS: AYE MOTION CARRIED. Ms. Sahlstrom introduced this Agenda Item and mentioned a document she distributed. Mayor Bush stated, "What we need then is a Motion to put this as an Agenda Item for the May 29~", [2D07] Meeting as a Public Hearing and First Reading." "SO MOVED." MOTION BY COMMISSIONER KREBS. SECONDED BY COMMISSIONER BROWN. DISCUSSION. ATTACHMENT B I ncnr3wr~lcd J q54 • ~ ~ Engineering Review Comments Project: Wagner's Curve Office Building Submittal: Final Engineering (2"d) Date: September 10, 2008 Comments by: Brian Fields, P.E. City Engineer 1. C200. The parking data shows 13 spaces but the plans show 14 spaces; please correct the table. Delete the parking space requirement data. There is no minimum parking requirement in the Town Center and the references to Section 9-277 are not applicable. The number of parking spaces provided is acceptable. 2. C200. As noted in the previous review, Staff is not requiring any offsite street improvements along any of the site's three street frontages. However, the Staff's request to provide a sidewalk along Central Winds Park Blvd. from Central Winds Parkway to the site entrance driveway (approx. 170 feet) is reasonable and consistent with other developments in the City. Sidewalks are typically required along street frontages even when the connecting sidewalks do not exist at the time of development. This sidewalk would be the only required offsite improvement. 3. C400. In the driveway profile, callout the slopes and grade break points. 4. C400. Regarding the swale drainage in Central Winds Park Blvd.: a. Provide a typical swale section showing the bottom of the swale lower than the adjacent edge of pavement grade. Please note that there is no existing swale, and runoff from the road generally sheet flows onto the site and drains from north to south across the property. b. Move structures D-1 and D-2 away from the roadway edge to the center of the proposed swale. c. The FG spot elevation of 46.50 in the swale is higher than the top of structure D-2 (45.85) and would not allow positive drainage from north to south. d. The driveway as proposed is higher than existing grade and should have a culvert to allow the swale drainage to continue under the driveway. Alternatively, a curb and gutter could be installed along Central Winds Park Blvd from the northwest corner of the site to the driveway entrance, thus eliminating the need for a swale and culvert. 5. C400/500. Show and callout the existing 12" reclaimed water main in the utility easement. The fire line appears that it is in conflict with the reclaimed water main. 6. C500. For the force main point of connection, callout the connection as a 2-inch force main service saddle and delete the reference to a tapping valve and sleeve. 7. L.1. The 4" DDCV does not appear to have any screening as noted in the comment response. 8. IR.1 Show all existing and proposed utilities along Central Winds Park Blvd. on the irrigation plan. Wagners Curve Office Building -Final Engineering 9-10-08 Page 1 of 1 Pinch-A-Penny Review ATTACHMENT C John Baker From: Steven Richart Sent: Tuesday, September 16, 2008 4:09 PM To: John Baker Cc: Randy Stevenson Subject: PinchAPenny Pinch-A-Penny Review Landscape Review 9/16/08 Page 1 of 1 1. Adjacent to SR 434 plans must have large evergreen shrubbery buffering the parking area, utility boxes, lift stations, backflow devices, etc. from roadway view. 2. Adjacent to Central Winds Parkway plans must have large evergreen shrubbery buffering the parking area, utility boxes, lift stations, backflow devices, etc. from roadway view. 3. Adjacent to Central Winds Drive plans must have large evergreen shrubbery buffering the parking area, utility boxes, lift stations, backflow devices, etc. from roadway view. 4. In all areas, the rear of buildings (including A/C Units and Power Meters, etc.) shall have large evergreen shrubbery buffering from roadway view. 5. Trees must be located in the right-of--way between the curb and sidewalk along Central Winds Drive and Central Winds Parkway as per City Code (sec. 20-325). Staff recommends use of Allee elm or an approved ornamental tree in these areas due to the lack of space and the potential of future root system damage to adjacent sidewalks. Lighting Plan -Updated 9/16/08 1. Field adjustments will need to be made by the installer for lighting due to tree installations. Please make sure light poles will not interfere with tree canopy. 2. The plan shows a minimal light spillage onto Central Winds Parkway but Staff supports this condition due to the lack of lighting in this area. 3. Pedestrian lighting is required along the SR 434 sidewalk frontage. The lighting must be provided through Progress Energy and purchased by the developer. Responsibility of the pedestrian lighting along SR 434 will be turned over to the City of Winter Springs at site acceptance. (UCBD -Policy 5.2.6; Ord. 2004-43 1 /24/05) a. The standard is a Progress Energy Clermont light fixture with Washington pole. More information can be found at: http://www.progress-energy.com/custservice/flacig/outdoorlight/index.asp 9/ 16/2008 R 8 O � , 6rF ; 6 8 R � � VO za O c O GRAPHIC SCALE I� 60 120 O, O 1 6 1 U IN FEET ( ) 6 c o A I an = ao ft. o „ /, CqJ\ I S O 12 s O 9 O O O TREE TABLE O P r P 0 SIZEiTYPE n 11 CAMPHOR CLUSTER S O O 12 11 " OAK K3o , \ k O 6'.Z / //�� 13 12 OAK 5 O \ Q 14 19" PALM RFC O� ss �� m0 x x� oA�'" �s O� 7D -, P 2 P P" oP 'Io P %�F1 TSA A � 11 20 oK " CAMPHOR 3s n \\ \ O �' 1B 12" OAK // � �/ O __I, 2 9, SPLIT OAK 7 0�2j80 // ` T �� o 7 6 , x eX7g \ y 6 6, Q \ O O �\ 20 2X8 9' TRIPLE IRONWOOD 21 36 OAK 9 A T S e b' �:0 X21 \ \ 22 OAK PO � 23 � �� \ \ 0 23 22 OAK C O 29 l2 ". 16" SPLIT OAK 12oo x2< x25 r, R � XSe \/ O. \ O � O 2s 22 OAK Pe oy \ S O P �� � C�� 1 T P c) 26 17" HICKORY Q X2.1 1 X2o \ i \ \ cp 21 12 2X20' TWIN OAK o s o O 00 2a 12 : 19" T N OAK vACA N1- wooDEO) 29 l3" OAK Z 30 30" OAK of o P B T o F N oy PALM .,N o A 1 P \ 31 " A O A �� G Z \ ­ 32 2 5" OAK 2 R� 112 121 q F \ Q 33 12" OAK =' MF O � U 'F oToF o \ O 34 12 OAK 35 20" OAK 36 13 "OAK A N T C 31 12 K SPLIT oAK O 1oTN O 38 19 OAK N O F B ern (rvvmA) \ \ 1q \ 39 1" OAK �oF 9� �1Xin P \ 40 l OAK 9 6. OF /p f 116 \ NO F \ 41 5" OAK 9 O 42 6" OAK A o � Z \ O 43 1" HICKORY C \\ � tiT \ � \ V \ \ \P� \p \ 45 OAKCLU5TER sA Po O °` q �s�� o C SOAP \ o a P O `O <F '�, O 7 O \ o Q, A' �O 9 r 3 O 6 o 0 ° O e oo O ti> �O - SUR LEYORS REPORT P P P T i � e \ �%�P �'O \ N.\ \ ) e a 2 ­1 . 01 y e or 1ne 1,— 1111, Root Iva asa (1111, Root 411) o s e 2111 sa E 111 & 14 s r O \ g \ 5) �d /o1 \ B OF � F. 61 1ne ...... al IRC \ \ 0 1 i 2 UNC 0 FOUND F .4 ne,eo4 o,e 401 .o „omen 40, vuo,o41e1a. 3” g 6 ..V8639 1R _ �� �RWV 121 7 — N ) — — — — — — — — — —�� FOUND 5/8 IRC V ase e4 4 o e1e4,o�s s4 r a Poole r met „o4 s4 r a Movo e. un re1e Bole oP,o /ao4a ., m 44moe, 4suzean2 _- - - - - -- _ - - -- R R -- S84 °09'41 "W m=10 00 N rn T o y , A DPT NA S z BN PAST PDS,IA IN I. Les /FT. MINI° 11 (I MAO'' E RgNCIPLE POST gOOITIFLOVO SEC 9&5 S F FILTER FABRIC BE ELEVATION SECTION TYPE III SILT FENCE T111 III OFF H N AROUND DITCH BOTTOM LETS TYPE III ALT NI AccaaDANCE wITH PLANS AND sPEaDCATIONs SILT FENCE APPLICATIONS % s / $ � Pt o A'p FTA ` S.o g4/ u 3s p� 6 I a T 5 T DEMOLITION NOTES 1, STORM SEWER LINES IN DISPOSAL AREA ALL BUILDING AND PAVEMENT AREAS N SIT AN A OVER 2. UTILITY E LINES SHALL BE DEMOLISHED AND REMOVED OR LEFT IN PERU PL AGE A' REDO REMENTS 'ED AND THE HEALTH DEPARTMENTANV CONDUITS TH ARE LEFT IN PLACE SHALL HAVE ENDS SEALED NTH . L CONCRETE 3 BE CLEANED O FRIND LEAVE 'ENT BUILDING AND DER PROPOSED BUILDING AREAS. MEMS SHALL BE LEFT UT LIT ES 4 REMOVED SNALL FILLED L ITY WI SELECT FBACKAFILLBE N MAT COMPACTED RE R THE MATERI SH T BE PLACED E REOUIR MEN SIFHE AND SPEC AND THE ON -SITE GEOTECHNICAL ENGINEER. EROSION CONTROL NOTES 1. ALL 11NF11A R sIANDAROS OF THE CTIY OF WIMCR SPRING& FLORIDA AND THE 10 OF AS 'HE FIR51 STEP IN, PONATIHIT IN SEE SENT AINLAIL DIRAC' DEC A PEWMEI R DEFENSE AB F ANY TRANISSITAT NO OF ILi OFF THE SITE. WATERWA 5, THESE INCLUDE BOTH NATURAL AND MAN OPEN 9. DAILY TNSPEClIONS SHALL MADE BY CONIRACIOR l0 DETERMINE THE EFFECTIVENESS OF PROSON /PEDIMENT CONTROL EFFORTS ANY S. ALL Moo R DIRT. I OROTHER MATERIALS ERAR(m OR SOLLLEO ONTO El 11 NO FUEL C SIR PRIVATE GOADS AND FAC L T ES FORM 'IT A SITE DUE TO C'N R c ION, SHALL BE PROMPTLY REMOVED BY THE B. ALL PERMANENT Ell SON CONTROL MEASURES FOR ALL SLOPES CHANNELS AND ANY DISTURBED LAND AREAS SHALL BE AMPLEKE ITHN 11 CALENDAR DAYS AFTER FNAL 11ADN1 \ e ALL GRAPHIC SCALE r -sot DEMOLMON LEGEND �o- SILT FENCE LIMITS OF CLEARING & GRUBBING ffM CONCRETE WALK TO BE REMOVED NDPES NOTES: CONTRACTOR SHALL PREPARE AND SUBMIT O TO THE FLORIDA OF OTENT AN NITCE IF TEMBNAT.EL FOR STOP DISCHARGE FRE MCODE B R , EAGER IAN EACCORDANCERINA FDEP REQUIREMENTS. THE CONTRACTOR SHALL PREPARE AND 11 1 POLLUTION PECTONS ' AH INSPECTION REPORT ALL THE DICK FEES SHALL CONTRA N RBE S HALL OU RE BE RESPONSIBLE O FOR M ANY D PENALTIES OR ALY BID ED N F F EL OTF(EAE AT � LL PREVENT -1-1. OF C PHIL A REPAIR R A ° A; a CLEAN - NOT ED AN' YEA11RE1 TMEG T.LEA IEDIMENT AREA 'TABLED FIT HE c ATONE F HALL SIANI OLD AN APR"" CEO 'ENT 'SAO AN RED SENT 'A' N ICIPECTISELI n�vww Rnoaldi Klima ACS, eofAUthonv w �z ° Uw Q p U) a" ° z 1 (n H J < (D z a W I Z 0z z =a 0 0 GO z C) GO 0::j °o LITI 01008 0100 1ORES ORES AR P PLA SHALL BE MEAS PRE E IN PLACE PNO ESTABLISHED THE ERASON CTNTROL MEASURES ARE MNNTNN[D UNTIL PERMANENT . INTENDETI AS MINIMUM wM STANDARD , ANY ER0.91ON ON AD SHALL BE CONSIDERED AS INCLUDED REQUIRED BEYOND THAT SPECIFIED WITHIN THIS CONTRACT j\0 .i BE \ , MPORARY GRAVEL 23 TEAM T ION U \ EN O R oR�O `\ A AS GRAPHIC SCALE r -sot DEMOLMON LEGEND �o- SILT FENCE LIMITS OF CLEARING & GRUBBING ffM CONCRETE WALK TO BE REMOVED NDPES NOTES: CONTRACTOR SHALL PREPARE AND SUBMIT O TO THE FLORIDA OF OTENT AN NITCE IF TEMBNAT.EL FOR STOP DISCHARGE FRE MCODE B R , EAGER IAN EACCORDANCERINA FDEP REQUIREMENTS. THE CONTRACTOR SHALL PREPARE AND 11 1 POLLUTION PECTONS ' AH INSPECTION REPORT ALL THE DICK FEES SHALL CONTRA N RBE S HALL OU RE BE RESPONSIBLE O FOR M ANY D PENALTIES OR ALY BID ED N F F EL OTF(EAE AT � LL PREVENT -1-1. OF C PHIL A REPAIR R A ° A; a CLEAN - NOT ED AN' YEA11RE1 TMEG T.LEA IEDIMENT AREA 'TABLED FIT HE c ATONE F HALL SIANI OLD AN APR"" CEO 'ENT 'SAO AN RED SENT 'A' N ICIPECTISELI n�vww Rnoaldi Klima ACS, eofAUthonv w �z ° Uw Q p U) a" ° z 1 (n H J < (D z a W I Z 0z z =a 0 0 GO z C) GO 0::j °o LITI 01008 0100 \ GRAPHIC SCALE \ LEGEND: \� D o \ ST o \ \ \ RFTF -HIS AND PA MFNT PARCEL ID: W HA rm 26- 20- 30- 5AR -ODDD -0188 ° E AA OWNER: ROY RE DEBORAH FUSSILY ZONING T -C: TOWN CENTER FUTURE LAND USE T -C: TOWN CENTER DISTRICT EXISTING SITE SETBACKS GEOGRAPHIC BUILDING REQUIRED PROVIDED LOCATION: LOCATION: (IN FEET): (IN FEET): NORTH REAR N/A 65.89' _ 1 " I ff 84.09' SOUTH FRONT 0' I Ai N/A 6.00' H I % z 31,972.69 0.73 100.00 U � BUILDING: 4,232. DD 0.10 13.70 a ®I 1,725.00 0.04 H ' rp e 7 463 00 0,17 23 29 \ GRAPHIC SCALE \ LEGEND: \� D o \ ST o \ \ \ RFTF -HIS AND PA MFNT PARCEL ID: 26- 20- 30- 5AR -ODDD -0188 OWNER: ROY RE DEBORAH FUSSILY ZONING T -C: TOWN CENTER FUTURE LAND USE T -C: TOWN CENTER DISTRICT EXISTING SITE SETBACKS GEOGRAPHIC BUILDING REQUIRED PROVIDED LOCATION: LOCATION: (IN FEET): (IN FEET): NORTH REAR N/A 65.89' EAST SIDE N/A 84.09' SOUTH FRONT 0' 0.00' WEST SIDE N/A 6.00' EXISTING SITE AREA: SF AC % TOTAL PROPERTY SIZE 31,972.69 0.73 100.00 IMPERVIOUS: BUILDING: 4,232. DD 0.10 13.70 CONCRETE: 1,725.00 0.04 5.48 ASPHALT 7 463 00 0,17 23 29 IMPERVI CUS: PERVIOUS: 13,420.85 0.31 18,551.84 0.42 42.47 57.53 \ \ ASPHALT PAVEMENT F.A.R.: O Tenx PonnmR A e\ 14 P G �,Z� A te \ 'At 3 A a \� "\ ep` ° FSf 4R 6 F IS A S.R. 434 IACU T 4232.00 SF/31,972. 69 SF (0.73 AC) - 0.13 SURROUNDING ZONING: NORTH T -C TOWN CENTER EAST T -C TOWN CENTER SOUTH T TOWN CENTER WEST C -1 GENERAL COMMERCIAL SURROUNDING FUTURE LAND USE NORTH T -C TOWN CENTER DISTRICT EAST T C TOWN CENTER DISTRICT SOUTH T C TOWN CENTER DISTRICT WEST M U MIXED USE SURROUNDING SOILS TYPE % SLOPE ASTATULA APOPKA FINE SANDS 5 -8% TAVARES MILHOPPER FINE SANDS 0 -5% BUILDING TYPE: FBC TYPE II -B, SPRINKLERED BUILDING HEIGHT: 31' -1" PARKING SPACE DATA PER CITY OF WINTER SPRINGS CODE 9 -277, OFF- STREET PARKING REQUIREMENTS GENERAL BUSINESS AND RETAIL COMMERCIAL ONE (1) PARKING SPACE FOR EACH THREE HUNDRED (3DD) SQUARE FEET OF FLOOR SPACE IN THE BUILDING EXCLUSIVE OF STORAGE SPACE. PARKING SPACE: PROVIDED HANDICAP: 1 PARKING 12 TOTAL: 13 GENERAL NOTES COMPANIES IN E , ACT LOCAL IN OF lQ211IND L K H E E SN PKAT .. T ON " S " 'A,, SEEN PER A A I MUM 8, ALL DEBBIE ANN SPITE MATES ALI OF ELATED 2 TIE LICATIN IF ' THESE PLANS �DO,A REeDRD AND CON"LISNSAS"T TH FEES SHALL IE LIE RESPONSE IF T 'TLIT' "E" I RESOLVE THESE CON' CTS I AN' PllLl LAND CORNEA R T TOP ACTUAL COUP LONS FOP P"'ECT 01 NSTRICT AN DEFE PENCE DMITTHHOELUSNE T L P A A I CTOR SHALL NOTIP1 HHE "POESENTS ED STOP COND'TONS AL THE 10 COOIDNATE VALUES ARE BASED ON A LAIAL IPEIF I PIPING LICATINI AT THE TME THE SLID ESTABLISHED 8, POLINGS SECE MADE 11 ALL IFFEDENCEA TI H111P INCLUDED IN LIN ENNNE 1, THE CONTRACT , T HE ION TRACTOR DUE To SUCH D FF ED NO COND" UP AAFE T' DEVICES IN ACCORDANCE A INITALLAWN AND HE DEVICES LATEST EDIPION, AND THE LATE NO AND FLOPPY DEPACTOEND OF 0 1 REFEI TO DS Fop THE EK TO-Oz HC DESCN LOAD AND TODGE CONSTRUCTION ORE SREN °ENT 11 LEE INLE OLD *, NDE, NO No STATE 'ITS, N D SHALL DE DESIGNED n ENINEEI RETAINED 11 PEI FEMA FIRM PANEL 111.2.0111 ON D THE CONTRACTOR FLORIDA JAY A, BLDRA49945 Klima :. Weeks A-AA AAUthon —NO 92 \ W LL z D z U d u) I B LL I L Q U` W I Z Z U, U G g ll� a Qzl w Z__- �3�u5 UK- 07008 C200 I 3 a a � I F I z � W � U . e�'Ee� H 0 1 6 e` A All 's \ GRAPHIC SCALE . .',R N. `ow ��z A D � GU IIER 12,13 2o—� \,� e v 0 9 � e• ccs ® V �� "-iE 3 saP a oe(Ri T g o 4232 SF-- FF=48.00 T S.R. 434 0 ;A s ER AND -RACE iii GRADING AND DRAINAGE NOTES 1. ALL GRADING AND 517E PREPARATION SHALL PARKING SITE R CONFORM TO SPECIFICATIONS CONTAINED IN THE 1 29' PROJECT GEOTECHNICAL INVESTIGATION AND DRIVEr RECOMMENDATIONS. 2, CONTRACTOR SHALL VERIFY EXISTING TOPOGRAPHIC (� I DATA, LOCATION OF EXISTING UTILITIES AND ALL U OTHER SITE CONDITIONS PRIOR 70 BEGINNING CONSTRUCTION. 3, ALL CONSTRUCTION W17HIN STREET RIGHT —OF —WAY DRIVEWAY CROSS SECTION SHALL CONFORM TO FDO7 AND THE CITY OF WINTER SPRINGS CODE REQUIREMENTS. \ U NTS 4, ALL GRADES SHOWN, WITH THE EXCEPTION OF �\ \ THOSE INDICATED ON THE SURVEY BASE DRAWING. ARE FINISHED GRADES UNLESS INDICATED I \ 14M A , y OTHERSE. ? q 5. WI ND MANHOLE ELEVATIONS ARE TOP OF RIM. / \T 0'r GRAPHIC SCALE 6. ALL INLET A AREAS DISTURBED BY CONS7RUC71 ON Ao QZ ACTIVITIES SHALL RE GRADED TO ORIGINAL Y GROUND LINES AND FINISHED WITH SOD PER V° ag PROJECT SPECIFICATIONS UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL MAINTAIN ALL AREAS UNTIL FINAL ACCEPTANCE. GO \ \ v E TO B �0 8 T RE v v DRAINAGE STRUMRE TABLE w A, TP ,F" t� ° 'do M �2 \ \ D-1 TYPE C' INLET PER ,OP \ \ OMNOTOR TO GRARI swA/[ FDOT INDEX 232 ,P / p X ® o. F a""' ORu1NAGE —V TOP EL 42.85 / 3 b PoMIIIp W P `. \ \ [t 0.KE INV. = 40.00 CH PLK Pl oe W � ^ b e ° \ \ \ E2 TYPE "C INLET PER h / / \\ , \ FDOT INDEX 232 5 3 i / Z ry NV 59400 -� \ \ t' ° \\ HJ \ TOP EL 45 INV .85 = 43.00 r 0. > "° .� `y v v c�1 TYPE °c° INLET PER 4a / 'X N KP a J H \ \ �,� \ \ \ FOOT INDEX 232 aT �� s �� '�,5 \� �\ ' RAIING PAVEMENT cDNTROL STRUCTURE ° W[34T,1O N sRr c VV "V ssM^'sm ° ^ \ TOP 42.95 Q GGGD . SOE INV�4S6T ILF�e "PPvc K x 1 / x �e a[ L \ \ \ INV. 40.00 / § cqs\ 2 scwH SS \ BIM. 3800 E TYPE "C" INLET PER FOOT INDEX 232 N CONTROL STRUCTURE a OP 45.95 s� cow �\ rr a W w °i �v OHA s F, A INV, 43.00 fy 4C." \ D �sT qsA (SR 'M BTM. 41.00 A T U �eno aa�sy v s \ 1, $ j, $�s GH Tc I Cv wV T 3� eer TOP TO PLr OFFYCE /RET °o . �/ // Itiv 41.0o T �� p d iSTING U EKES IT N l TINS IT 1 's . 0 P es z PF=3 S L O� O� °� SWPLE G RADE A NEW A� s7w�aA _ _ —_J` �MA VI m�� ' °wN 0R 7o cwa PL T �E n� uAm EU nw Ice E ` �� , s o G °`P -'e ' � s E EA c o A f :9cea 6wACE f9s saG s/w � � Exlsw IN LET ° A u K c Rn x RAMP REDOIRED TD GAACE A7 PL. S.R. 434 SIDE ED GRADES AD UTILITY NOTES 1. ALL WAIER MAIN MATERIALS AND APPURTENANCES SHALL CONFORM l0 AND 11A11 BE ACCARDANCE 'MM THE STTANDARDS 'HE Y IT' IF SPRINGS AND THE FLORIDA DEPARTMCNF OF ENVIRONMENTAL PROTECTION. TWS IA L POP MAINS, AND RECLAIMED ED TO PRDAIDE A ISISONIAL DISTANCE OF AT LEAST THREE (J) FEET BETWEEN THE OUTSIDE OF THE WATER M A TE " WAIER. REGULATED UNDER M PART O III R OF CHAPTER FAC N 62 -610, R . NE \ \ Or R LEAS S TED A fm) B E LAI RE-EN . 0IZ aF I S AN PC MAIN THE OUTSIDE OF ANY LOADING OR PROPOSED T \ \PO 2 y E ATRM ASSTCN SHA FEE, E TAIIN IIIT,'FIRE, aF TH, WAIT, 'RE SANITARY SEKR GRAPHIC SCALE PIDESURE Lwi IAN TAwv RE % was EWATER FRC�°MaAl I oR f �� EW SPN TAR LffT 9 TION PIPELINE CONVEYING DE WATEB NOT REGULATED UNDER PART E E '3a Aa O F q ioP P1 - UFTASTATION - t\ lry4 0 o DETAIL SITE) c9G1 REPLACE sARnEEr wERS sNEAUE SE EoucRo aET IHE N 0 o'6e *e VALV MA ERISTING PAVEMENT EMS 6F IN s RVCE SADDER OR (I° = 20' 1 BOLTON OF E IH[ WAIER MAIN �S LAID Al LEAST SI% (6) INCHES ABOV[ 1 / Q Q�ti H PND SLCEVI. A E ENC O)FE POSED ON -SITE / " � °' T /A� CGRP STOP T /A" WA F HI ;� \ \ TO asE RR w/ Ra IER LIN z RrLW PREY ° SEWAGE TREA TWE N W AT ' E R Svs C EM a o�,c ° \ .�:? oocv v w/ m w R was TER OR 5TORMWA ER FORD MANS AND RECLAIMED ° 0J \ 1 1/2 ME W A &TER MANS CROSSING ANY LalflwG OR PROPOSED GRAVITY OR PRE SIRE aAa:F mw PREVENTED B LAO S I AT \\ VA LUM TY E SAN TAR SEweR OR SIORM SERE S NE L �1zj INc W SL EEVE \ \ IAPPwc VALVE ANN n[[v[. x1z THE OU OE S an E alW PEEiEE'EUR s areuw i[re PRESSURE C NOVE die A WET TAP VALVE N SALE, R OR PI REI RE IONVE YINO RECLAIMED WAIER SNPLL LAD SO LIFE au soE a AI LF sr TWELVE (12) INCHES AR L uN V �� I A FIRE Hvoe Poa:'w. \ R )e) aE'VED r'LL CALL FEES IIBED IN PARAGRAPHS (A) AND of wnTLR MaN PwE slAa B A I TER MAIN SENTERED ABOVE OF BELEW LIN / , LY \ ni EeNn FAS1 AS sucH "cRO ° sswc`s `E H " PI T PHA D SH�ii N `AR"RA"NGED =P/ a, / YYpWY Y ASSEMBLY aT \ - re " Es c'NVEY F e SO THAI ALL WATER MAIN JOINlS ARE Al LEAST THREE (M) FEET sJ \ T TY T v RECL D MA R AND O (6) FEET TRIPLE IN SON TRANSFORMER 0 � C WERS, WASTEWATER FORCE ' PRESSURE —AWES SANFIPR � \ \ WCl TPP E %L4IING 12 REUSE w/ M S R PIPELINE CONVEYING RECWMm WATER REGIILATCD UNDER H a D (SEE CLECTRICAL O ( a Y Y A�°�� L A ISO DETAILS) m, , F s p A PnRT ON-SIDE LIDES R ALL BE ( 3 �- FOR IRRI6AIION nNNECTION. BALE mmcrCAl s PLE POINTS SHALT_ BE AS DESCRIBED IN 'HE EDER L o u Imps SITAR BE PRIVAT \ ( r � V e \ �S3 � sr �� PEwnn GAP G w I INn g t Leo " A BL /\ s \ R AP o, Al BEY ° A CE /REST s�'c 'e+� ` 4232 S T \ M FF�8.00 � � 6 �z S.R. 434 iii NoI1N[1a15NaJ aoa 1oN S N S'IIVIH(I )I'IVM UHHONOO 0091 n L VI dsNa woo °e 113 �� ] IV L N ' r N s� INOD £ IO aio i",I W N�c e OL v s 'N _AV A., 3z a NO aa aoe z z atlas I, e lN IV 01 0 A IVINOJ 1111 11 IIII N IV IIN ,Z 34NOa INAI 1 11 J IN II A W Wn0 d3Wa0 M 00 Ifl� Mtl6 V a 01— 051 0 tl PA ONIISIA3 ... Ii IIIHM VNS sdlVM3nis 3L AJNOJ lltl INf NOIItlA N _i 1 Al 3W3Atl d 313A "IV, 80OLO p m z m A o� co V A =z c T�U o rm z z� m �� \ �NnN b\ d \ 3dn,s �— INV[d Lasl s3�atlA maiM dIvm —� I183NOJ —1- 3Oa3 a3NadJa1 i nri rr�79, 3atlaoe as tldwol s� IIIaANOA ,d INVII 33s[ slaV HIIIM AIVM — S'IIV,LdQ QVd �Id,LSdYVIlQ 9 NS3N3a[M 0[ " OI - .9 " ,9 Vol M3 In 313a]NdJ da [Sd 0 /OE IN- N0113VIIND3 a3 i ao In��..a NVIII IIIIIIIN Ir NO NIII —H—I- ..I V_, IIHIVV — (NIII 33s[ s3aV a1aM d M — NOI.LONS `ONffiiIVd dVOIQNVH'lVOId�U 3me mas —, IN z V NI al zli ez I �3ioN IV n� r 3dIa15 3nlA ,b Ideals 3me m�-� aaias 3 M 3di Is 31iwm .b 109WAS `ONDlHVd dVOIQNVH Aril SIN giH1O HIHHONOO Q Nd�U ointlddsv io III v 'IIVIH(I - N`JIS `ONBRIVII dVOIQNVH O V -H 11— N—VI Nouna 6 NI ��_ N�%L�V%� saT 1 sasng e = Eno! saslg l 3 I m�vrm �aaiod 1—%, —'(j -� ' sala 2 QO ,b sai °a ao ..e � SaStll( asunCO�� sllvzsa awvu axii� 3JV3dns 9N[NdVM 3�4VLDH30 dWVd adng slmuld a saJk .mow voe��.m ro,mvo� su5[g iaaxag sz v ,uwn 11WI1 033d5 n. a33dS •� -� sus M3Va Ndld IN a31V3Nndi O O O O O O O O -�� woo uavvONna. � aasa/p (D O C— O I I u I Ii 11383NO3 L�I,tldd�[ z,aa=) =s _d= -I SIN ,LHJIHH NJIS'IVOId2U rrr rrr rr aoa aaans sing A od0l VIN 'HVIRG dO,LS'IddHM /_ 1� S'I'N SlIV.LNQ NOIS NAI.LViIOONQ /NOIS OOLD 'IIVZH(I OMHONHHZ QNVfM(I(MH VHaU H—O „vH, ,vlo,.Hw „9v,InsNO ,o ,vtlow,o 90, H.d,0 6 a0OLO ,u, �a a,alno,a ,I - d — d ,du ,z seouvnvax, w HNNVa9 — �S310N Zj ,oa Naa,9 mZ� a .O „s I T A z =m oN J owo, z G) > G) rmn 0 IM n zC a oadwlN sNI' N,aI Boa /V za JN3 INHANI H2If1.LOf NIS HJVNIVd(I diviia Avio3ds e9 adamoxd ssd /Nn sdanLOnaLS Tv and a)H,�oo� ��010 doo ,o a,H),�W )oawa� -yoos �A£ d o o) )no,o :a)-N 77 ad �oo, 'IIV1HQ IH)IOVHH 9NI.LNf1OW dH WIXS a9HSV aHI s N0016 ltlaj 593NIISVA 11 A— )IJtl1.. �13NJtla9 JN 1NnOW 3 tlJ a9tli iAn,onA,s 10 AN N DIH—'A B 93NNIN5 SSVID8191A d0 8 Z S3'IIV1HQ H2I2132HIS'I UNOO „dN .0.. 9d„ a9,IGON H- „I,( IA—n— „wo..oa� M,x N-111 oo 11 n,d, i ��` \ \ \ 0— nN (A0 1d AND ,don A— s, —H ,a,d via s, A, 10A �osvwH,N,9 �Ia �99,d sd - 9,wwu9 L SO'IIVjHQ H2I2132HIS'IOUNOO ,3, , 3d„ a3 ,99N oogt H3„ „ 39n, n9,s 3,Nn 9 \ M3 No ,s moon AND ,don ,a9d 9, 9-H HOLUM RSOWO ooa C[MOd 88ZVM1 NOM OS'L£ L V -V NOLIOasssow 0o m0a N VMI+PdO.Ls 0b Z' 'HVIRG HVIl'IH HIRUONOD r, Nou�9s (ono d n N) 9Nm, 3NO3 a 3IH,0 NO I II I I II I I I e I II Il 9avas aasodoad � ..r - ' s (S991s Hm9 du) .0 (s,as H109 -d1l) .9 oez N�ope:pow�vioa� ®ype9 ON z —z NDI —S s I /M dI81EJIL�i �_� IEIIB�I II — xvnnsxad 3a1s aNOd A) ”) .� —A NVAd HIINII I Al NOa NalAl AI � � I d i 111 - a3 ltl I,a do H an, als 9ana do d0, " HD,VN o, 110As 8 Z S3'IIV1HQ H2I2132HIS'I UNOO „dN .0.. 9d„ a9,IGON H- „I,( IA—n— „wo..oa� M,x N-111 oo 11 n,d, i ��` \ \ \ 0— nN (A0 1d AND ,don A— s, —H ,a,d via s, A, 10A �osvwH,N,9 �Ia �99,d sd - 9,wwu9 L SO'IIVjHQ H2I2132HIS'IOUNOO ,3, , 3d„ a3 ,99N oogt H3„ „ 39n, n9,s 3,Nn 9 \ M3 No ,s moon AND ,don ,a9d 9, 9-H HOLUM RSOWO ooa C[MOd 88ZVM1 NOM OS'L£ L V -V NOLIOasssow 0o m0a N VMI+PdO.Ls 0b Z' TRACING WIRE GENERAL NOTES' N'TATTER ON ALL PRIABLE WATER RECLAIMED WATER AND SEWER FORCE MAINS TRACABILITV OFNALL WIRE PIPE BRANCHES TRACING WIRE HA LL BE N'TALLEB INCLUDING THOSE FOR HYDRANTS. IN E , FEET WITH ALHE'DE TAPE GRARE AT EACH INT 'EVIL AND 'HALL BE COILED AND PLACID IN A IALIE BBX FOR EASY ACCESSIBILITY. BE PLACED IN A IFIED VALVE BOX AT THE END OF THE RUN. TRACING WIRE CONNECTION SET BOX FINISHED GRADE EXTEN STEM WITH TO 1 WREN A OFF. GUIDE UT R RED FO RE THAN ALVE �Xr —TABLE d OF PIPE d AS SPECIE ED) (CAST VACVE�MIN. 14 THIPT SOLI TRADER WIRED COPPER TYPICAL VALVE AND VALVE BOX DETAIL T IEW (DRA AIN) J- M TER )"R iO OuTSIOE) SHANL TO MANTANED BETWEEN RNES AND I POTABLE WATER OR ETHER COLLECTION LINES. r IST-1 WATER MAIN 1 SEWER (CRAVITV OR FORCE MAIN) TO HALL BE MA PTAIN. SETWEED COLLECTION LANES AND POTABLE WATER MAINS, SERV MINIMUM HORIZONTAL SEPARATION REQUIREMENTS FOR POTABLE, RECLAIMED, AND SEWER LINES DUCTILE IRON POTABLE WATER MAIN ATI T YPICAL METAL P IPE BACKFLOW PREVENTER N ACCORDANCE WITH 2.5 - 4 PIPE - 3 TAPE IS CENTERED ALONG TOP HALF OF PIP �3 NO �¢¢t CAP CLANS PL N :UINIE AN STIEET THAT LL FIN ED NIIETE cRADF ANO PLANS APPROVED BY THE CITY OF WINTER SPRINGS GALE VALVE A " WITH A THIRD oNC TO TOP HALF OF THE PIPE SEA PoER ti DR NT AD' TE E, CONNE naN PIECE) TEA COCK (PP) 6 CONNECTING P GATE VALVE THREADED 11Y FILL1. NOTES: UNION NIPPLE (TVP.) g Da D. OR TIE -: ^ fi'yTr`.4 "!v'.: .. .... :�'•':•ti u :.. _ (2 REQUIRED) ���' 2 , �i�✓..': ��`, µ , ".:`�. : "�::��vr; -'r �'•yJt::.`:'i'.`��: FIRE HYDRANT ASSEMBLY 90° BEND Force Moil Tope to 5 Wide and Brown WHb Black Lette PIPE IDENTIFICATION AND WARNING TAPE (2 REQUIRED) FINAL GRADE P. I CI 18 DIAMETER BV 6' ,fy yT7, FROM OR 18" , 18 , 6" CONCRETE COLTER TO MAIN WITH #4 BAR ALL AROUND (2 REQ'D.) SERVICE NOTES 1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS, 2, ENTIRE ASSEMBLY TO BE PAINTED BLACK, REDUCED PRESSURE BACKFLOW PREVENTER NTS SET BOX FINISHED GRADE EXTEN STEM WITH TO 1 WREN A OFF. GUIDE UT R RED FO RE THAN ALVE �Xr —TABLE d OF PIPE d AS SPECIE ED) (CAST VACVE�MIN. 14 THIPT SOLI TRADER WIRED COPPER TYPICAL VALVE AND VALVE BOX DETAIL T IEW (DRA AIN) J- M TER )"R iO OuTSIOE) SHANL TO MANTANED BETWEEN RNES AND I POTABLE WATER OR ETHER COLLECTION LINES. r IST-1 WATER MAIN 1 SEWER (CRAVITV OR FORCE MAIN) TO HALL BE MA PTAIN. SETWEED COLLECTION LANES AND POTABLE WATER MAINS, SERV MINIMUM HORIZONTAL SEPARATION REQUIREMENTS FOR POTABLE, RECLAIMED, AND SEWER LINES FEBCO MODEL 8251 W/E ­'TON SVA D (PROVIDE cE RTIFI TION PRIOR To a ) SUPPORTS AS REauIRED /4' I FIINIIIED e� R T A CITI) .•% w/ RAE CE.M BEEEAIER UST aLE R VPLVE 40 GALV. ME, TER) A (MAP 40 PVC OF ADAPTOR TI-IN VALVE MIAT 11 '1 SABA AND SADDLE (TIP) L.K US ECHANIA. VALVE W LL BE OPERATED " TEMPORARY JUMPER CONNECTION DETAIL HOT TO GALE N OTE. PRECaNSR..T'N CONFERENCE A W T / A E' C (Pow F RVCE) H1 (velvnTEj N O T ES I F P, SYSTEM N 1 PE . ASSEMBLY SHALL BE PAINTED BLACK_ FIRE LINE DDCV ASSEMBLY DUCTILE IRON POTABLE WATER MAIN ATI T YPICAL METAL P IPE IT IT 5N1/4'DO 21/LLESOSE 2.5 - 4 PIPE - 3 TAPE IS CENTERED ALONG TOP HALF OF PIP �3 NO �¢¢t CAP CLANS PL N :UINIE AN STIEET THAT LL FIN ED NIIETE cRADF ANO POTABLE WATER MAIN POTABLE WATER MAIN 6" 16" PIPE 6" TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. x �e nerim nw IaLYM TEL cOLLaR I CI REBaR MIN CAST IRON Da% COVER "'LL BE PLU�� aATE vAEVE IN, A " WITH A THIRD oNC TO TOP HALF OF THE PIPE SEA PoER ti DR NT AD' TE E, CONNE naN PIECE) r �.... ; .:�w, .- . _.. >.:.�.,;,.,._ ..- ,::.::...... sst.;,•. y d c , ..."" :- .✓,SZ= ,,: = .: >>":� rj ; - _ ::;" :_> `' _ + • . 6 CONNECTING P 11Y FILL1. NOTES: kY, yx..' 'r ti TIE 1. TABLE TO TIE ALL OF WN BE ETHER THE aW I 1111LION g Da D. OR TIE -: ^ fi'yTr`.4 "!v'.: .. .... :�'•':•ti u :.. _ MUELLER A -423. ���' 2 , �i�✓..': ��`, µ , ".:`�. : "�::��vr; -'r �'•yJt::.`:'i'.`��: FIRE HYDRANT ASSEMBLY NOTE: Standard Non - Detectable Warning Tape er UFA Tape Us 3 Wma DDd Bme WnN EIP.k Lett,ftq TaPe is a c."I W Force Moil Tope to 5 Wide and Brown WHb Black Lette PIPE IDENTIFICATION AND WARNING TAPE FEBCO MODEL 8251 W/E ­'TON SVA D (PROVIDE cE RTIFI TION PRIOR To a ) SUPPORTS AS REauIRED /4' I FIINIIIED e� R T A CITI) .•% w/ RAE CE.M BEEEAIER UST aLE R VPLVE 40 GALV. ME, TER) A (MAP 40 PVC OF ADAPTOR TI-IN VALVE MIAT 11 '1 SABA AND SADDLE (TIP) L.K US ECHANIA. VALVE W LL BE OPERATED " TEMPORARY JUMPER CONNECTION DETAIL HOT TO GALE N OTE. PRECaNSR..T'N CONFERENCE A W T / A E' C (Pow F RVCE) H1 (velvnTEj N O T ES I F P, SYSTEM N 1 PE . ASSEMBLY SHALL BE PAINTED BLACK_ FIRE LINE DDCV ASSEMBLY AS REOUIREO HOT LINE Y., BR oD J EWE ABOVE GROUND SURFACE SIZE PLAN MIN. GROUND LEVEL i V ins .N.n o lfer es usso Fox A sInMLF sFTE P SISE VARIES Al RF � REamREo "NOUT F TT E" L INE DBEND LDTLINE��� OR ENT PLAN - E MAIRE AT S — R/W LINE (rvP.) �vnv NO / PROPERTY /// 6 MINIMUM (TYRIISO NOTE: ICEVIE FOR P.v.C. PIPE N oETAlls PROFILE saE PROFILE SEWER LATERAL DETAIL DOUBLE SERVICE SEWER LATERAL CONNECTION ONE TRADE ITT TO PC E TO III MAY, lEllTI AS DETERMINED 11 111— T-11, PACE ITT AREA TO BE FLAT El 11 111TEITE1 ON TIE NAI OF E111 E111TINI 111TACE EARLY cvNCRETE APPLIED w z N" MANIMUM LAVERS s TYPICAL —J1 If V / ---4 [— s TYPICAL EN rnNG BASE . a �1 EASTING BASE � %ISTING ITBG O EI% - TAIPEI —111ATIN - - .RPLETE _T, NF "ALL BE 'ELAE, ST, F HE CAME TIRE IE C, IF APC OF TIE D D BY THE DTILITY PIPE AY, BEYDNA lElL °NDE AI/ C O S T NEFN1) THE C, A, APPSVCF PC SAW CUTS SHALL BE MECHANICALLY CONCRETE REPLACEMENT ON THE APPROVED PERMIT. BE AS STATED CUT 4, ALL HOT PATCH STANDARD ROADWAY OPEN -CUT DETAIL ETA EMMET .M. RECIAIMED WATER SEWER POTABLE WATER TO BE DETERMINED TO BE DETERMINED TO BE DETERMINED TYPICAL VALVE BOX COVER DETAILS 1 So NOTES ,. D COM FILL COMPACTED To 957. OF THE M4A v s PEP AASFTA 3 DWG UTILrzWG SELECT Co BEDDING DICK IN A R BEDDING AND TRENCHING DETAIL MAY BE REQUIRE DAS DIRECTED BYTHE ENGINEER� H 4. ('): 15' MAx. (12" MIN.) FOR PIPE DIAMETER LESS THAN 24 ", AND 24' MAN. (12" MIN.) FOR D LARGER. 5. WATER SHALL BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. B- ALL PIPE TO RE INSTALLED WITH BELL FA O TLCI HALL BE IN COMPLIANCE WITH ALL APPLICABLE G SH WOOD TO 41H AND OTHE , CE jE OFF OR B LE MAT 'ESEUBI F (3 112 ") COM PACT ED E "o�"RGOM NSION COMMON TOP EN('2C NOTES STONES OB�p " °DPMENS" N IN THE L APE4 AND SAID COM N FILL S BROKEN CONCRETE, MASONPI, RUBBLE. OR OTHER SIMILAR MATERIALS. IT SHALL HAVE PHYSICAL PROPERTIES SUCH THAT IT CAN BE READILY THE S PIE AD AND TED DIINI FLLNI ADD T COAL llMlIN F LIT SHALL BE NO MORE THAN 12 RE " EN T 11 LOCAL ON D LING W RING THE NOT SUITABLE TIT 0 D HEREIN FOR DISPOSAL OF U SUITAB MATERIALS 1D- SELECT COMMON FILL SHALL BE AS SPECIFIED ABOVE FROM COMMON FILL. EXCEPT THAT THE MATERIAL SHALL CONTAIN NO STONES LARGER THAN 1/2 INCHES IN LARGEST DIMENSION, AND SHALL BE NO MORE THAN 5 PERCENT BY WEIGHT FINER THAN THE N0. 200 MESH SIEVE. BEDDING AND TRENCHING DETAIL NTI RILEY & Comp ig, Ine. (H -20 GP) 2mT 21 oT ftsnft. Tsem�P�oA„obs. Complete , c — shell be el,ph,d by RILEY & Company, Inc. Longwood, FL 32750 (Ph. 407- 265 g be b a em.oa ®Teane�ee, ®aue me��e�r m. C - 21 bl n.lj �u,v��nne. =w� •�, I Ill "T 4 W N 1­1 C sew„ be bo, ll , ecceµeb� s �boh, eomefan Two heat smsetbeonms sbeu be used on ee phe mmms met l be e ... nemm„naww -- e �e�eN� ewg,wenb�.b �wr n,e l �. g e be.�lbem�„ .b.4�n,weee g �.,, neemeeTee .eeedg,ere�;.�,ebebAb2�d� reedb °" I tee,— b ,he.e ,heb °mee,bg `hype P ma e e��eb ge lewl @ 100 mvmemp). a..n vq.�t Aeu.asse ewbnct cloy ®c -- a,u —Nrn, l.eeb n,cac Ae,ne.�pQ sroe eoMe eoazrbleb,le s n ^ft tb�e be e�aam.eT �o e ,m.er. a ft -Ana e ®ee�ede.�Td,ee=nn�e v;� aee Ave� lllolh&sneu be llleIbo, e n,ewT The eumu@e. sneu ly � ane (able "� e narel ea C =Tr e , plo_ly�.e. T b o - em,u .... c= .@e ryese y lo — e be Ib. n, �eT art 2 ea e awe "® r w olh& „re n,W mai NeHr. _.l" Tm, be bem P ve eMSh e mmstaaove3 B ee m@ef ease � ��� edfee,ehmfe sexed . e®s -1 ogey�t1e. e,d e be aen�. S eale y b, l l — wzrvb�re 2o�:ab�� �aam� °�.. �, �,�,ew;� °.� re.re. rv�rvb �re zoaa rea,�b z �e�rvbzazz 11— boW�rv<E be b �,ewm, d� w, 1111b 2drvrv2eT 1— m�cw, °mom ben e �y;eare aw�e e 112b� � e `�,e�,n�=n m ,l. 0 e,<he� =P eu�,ebu�T nTrv, 4 e w o re �=nn�be,=ee �edb ngTag �rm�an �,nT. b .aoe,b,.�b„bTe ga _ LIFT STATION PLAN c t ke � o - a ce�ciriunorvs w. x . reeenre na o.c HPS1ry arvT�oTenory rLarvze LIFT STATION SECTION reere �a2 e� T ba be dd, e e c /�z,re�g ��b rarere.=Ereare��reE� / 47 bl 43.30 43.30 ao.3o m b, e " " a16 ^r12" ul2" all be,4e weeuel -beH 2O— aeaw /blegel hbb 2 ^ sr� ao TI ou.v mbbllb ll L I ry ereaos all @ sM1mm % urn n ee gvT�I mks es ftnenm�n — lllLl ns „ all a=ubbe bobdbea ad /[ ear w�fnl6aooT� b 4a ., ervrv� MzILOre F11 111— ­rvaee 2 , ew ere ewc ndT rey, T � s.. � .re ­1 11111 r1T� TPfi��an� � L FT rv� rea/ ®b e n,eebe�e s be eheebedfe 8 s ae v 11 11 1111rerelb �w r /<rvlE L�gp @e w _ r eoTTOr+ x/aa =��R >d�re�du,R�o m� NOTED waT�a su lureour�n aoEa `To lIE ur,=< „T�wry rre ELECTRICAL RISER T — Weeks stificz fAUthonvtion NO: ge3o \ W \ I L 7 D Z ( U w "U) W I L 1 '6 0 w i Z Z Z =a O C�UOf QZFW P- Z J C901 ke � o - a ce�ciriunorvs w. x . reeenre na o.c HPS1ry arvT�oTenory rLarvze LIFT STATION SECTION PUMP DATA 28 '� all '4 12 X2/3 s4so oe /3 ELEVATIONS 1 47 bl 43.30 43.30 ao.3o =��R >d�re�du,R�o m� NOTED waT�a su lureour�n aoEa `To lIE ur,=< „T�wry rre ELECTRICAL RISER T — Weeks stificz fAUthonvtion NO: ge3o \ W \ I L 7 D Z ( U w "U) W I L 1 '6 0 w i Z Z Z =a O C�UOf QZFW P- Z J C901 CONSOLIDATED PLANT LIST Pibcn -A-Pen Wlnler Springs, FL SHRUBS DR 238 0 (6— A d,,p) 3 g,I. ' Dewdrop) 3 gal., u'x1a•, toll @ za•' D.c., as enmrn. lNative) TREES 8N BETULA VIGRA RI I, Birch BNMTF D — Heat) 65 -1- nnr ntlUr1rk 10 Hm r , sshbwm maims, eecmnnne) VO 194 VIBURNUADVOBATUM c tWalteV burr n) iCyal.mm.,3 -d fulltc base (, 36 0.. as shown. (NatMe) O GG 10 CERCIS GANADENSIS IRedbud) 5' 45 gal. min.. 10' High min.. 2. cal. min., as.hb•.vn. Inon- native, deciduous, HOwedng, lowwaler use) GROUND COVER DIANELLA TAS�AANIGA (Blueberry Fla. Lily) 4" pots min., — legated, full @ 18'• O.G., as shown DT 110 e LL 4 LIGUSTRUMLUCIDUM os� ga1111 ., 6 -10' H min.. we farm, Lull, as shmvn. 45 .1 (non natmE, evergreen, lbw water use) 1111 LANTANA MONTEVIDENSIS (PU 1e Tr'aili11g Lantana) 4" potrnl11., 15" spreading and full @ sshown LS LIOUID th-STVRACIFLUA ISweetgum) 45 gal. rni11.. 10 H. min., 25" cal., es shown. Inallve, deciduous, low water use) '""TAM 3a0 TRACHELOSPERMUM ASIATICUM'MININV MG 11 MAGNOLIA GRANDIFLORA ISOUlhenr Magnolia'LiMe Genr j 45 gal. min.. 10 -12• H, 2.5' cal. min.. as shown. Inalive, ilowermc ever5reen, law caster use) as asmn 4" pot rni11., 12" ­'.Em' and full @ 18" O.G., as shown. SOD Field VIIVY STENOTAPHRUPA SECUNDATUM St. Augustie, Fora[arn Dr Noha P2SP11111 PU 8 PLATANUS OCCIDENTALIS I— Field Grown, 10' Y. mi11.. 2.5" ca1., as shown Inallve, deciduous, low water use) MULGH Field Vedhr -s Berk Pm11 Needles or 1- 1U ate Ra rnu10, al lead 11. away from bldg. wa115. 3 - thk TG 6 TA5EB01A CHRYSOTRICHA Goen Trumpet Tree) ld 45 --w. 10'- 12xa'S', 25" cal min., es shown. Inon- native, medium water use) VINE NT i ® 2 GEL SEPAIUMS'EVPERVIRENS (Carcllna Yellow Jessamine) �i ARKIHaUS I�. ao \ W ME Q U J a �aLL W I u) d wQz Q Z2N (7Uu QZ� z oaf. RAM DATED OF WAY MAP C1 � G J -2615 LANDSCAPE PLAN OAiED t277EAI 21 RIGNi OF WAY VADIES qLE inr o MA�pN�I L.1 U�FRY RE E /� & €R^,�fdPF °�,E I slarys Cs go € BAN A. N111111 . „E Z' HFIRME 7��; RIfYu Cs r`w9 °�� €re�ryk£P` FlA ll Fl01N1,reEE� e� 1 OO�LAwEPre - _ N �aoE EN _ _ s N NUEll AN € R, 429`1 § °4w"P �E Pl- - E2P�2” ST. 1 EOre PE s ce�,ER ,UN, xm sm�m re - FP6& 4ab R ° €SPP �o "FRad`Y5N37R8A' PLANTING DETAIL NOTES: TE E NEI 1"LL ` N N AGE AN LIST INUL 1111 TIME 11 LANDSCAPE OPERATIONS NO B LEND MATERIALS, MACHINERI OR TEMPORAL' SCIL DEPOSITS SHALL BE PLACED WITHIN THE "OHEITICE BCER SO NO A"A"MEN' ED WT OTHER THAN THOSE �` A PROTECTIVE ON NON-DAMPNINA NATURE 11ALL BE AFTERITER TO ANI TIE THE' SHALL BE CLEANLI CUT UNDISTURBED AREAS MULCH OR GROUND COVER I` � MIN. 2 2 G1 ER TYPICAL TREE T REE 5' PLANTING AREA DRIP LINE C H 0 TU NELING OF D THE TTRE BASE EXCAVATION WITHIN THE DRIP LINE LANDSCAPE NOTES: I FU E LANDSCAPE CONTRACTOR STAL L SST THE SITE AND FAMULANAE HESELF WITH ALL CONDITIONS 2 LANDSCAPING SHOWN IHALL MEET THE LIFE IF INTE1 SPRINGS TOIN CENFEI, FLORIDA NG INSTALL ALL THE CONTRACTOR 'HALL SEE I' AND "ALI TION. " CHOR. MEATENALC E ALL PREBARA LA PLAN'S ElIPIENT INCIDENTALS AND CLEANUP UPON 'O'PLE' ON OF THE S011 IF THERE IS A , GORE GAN, N TH L PL A NT GO ENT. TH E PLAN , FEE IN NTENT SHALL Co,,N I THE L ANDSCAPE CON TO A CLOD SHALL EARN FREES OR MISS To E "NED FINAL ENGINEERING OR LANDSCAPE ARCHITECTURAL GRASINGS "A" EGA SHALL FOOT BALL PI OP TO PLANFINI ALL FASNE AND WIFE STILL BE SIT OFF LISP AROUND TIE LOINI AT TIE TOP OF THE SOFT BALL ACCEPTED COP D PLANING BRUCE DURES SIT THE QUALIC OF PLAN, WALL E R ALS As HERE CALLED , BE NAN CE , AND CORE BE GO RE MEDIA ALL LANDSCAPING "ALL BE INSTALLED SCAN BE NO To IELEAUNA AND PLANING FIEEI Ns;uaE or FOOD AND AORICVLTURA s NCB. CIRCULAR 85 KI ToPE"T JUNE 1111 AND sURSEOUENT EDITI1NSL 8, CARE AND —ATION OF ALL UNDERGROUND FULITIES SHALL BE CITED DRIP TO RESIGN IN A DF WORK A ALL SHER6 BEDS SHALL CON FA'N I FOOT M HE E I SEE 11-1E- 11 NO 1— OF PLAN' PAT SPOEP OR LANDSCAPE APCHUFEC SHALL BE ALLOWED AUFHFUT WIFTEN PERMISSION OF THE I A BI 'HE LANDSCAPE 'ONTPACT'p 'HALL CODES' OF AND 5H RUSS SIT ALL CON A ST OF HIS UNING BA 5 N I TREE BALLS " CH SETTLE BELOW GLADE TURN SIT NO AND APPL, NG OR DATA As NELE SEAR, I C KEE p THE PLANTING FREE OF GREG, AND DISEASES COVER NO ALL PLANT MATEAL, LED A BLOOD OF ONE 'EAR FOR TREE, AND To, SHUB, ALL PLANT RATE R AS NO I IN HEAL­ GROWN A I OND I ON E SHE LL BE REMOSED AND DEPLACED W, IT PLANT NO Or L BE AND K ND SZE 9, THE L AND SAPE VENIRAIIOR AT NO CHARGE TO THE OWNER ' PLANT MATERALS SHALL CONFORM TO I E STANDARDS FOP AND STANDARDS FOR 1EP ga°AEN:1E A1RI�,LTURE AND CONSUMER SERVISEC eE I. 11, ALL PLANT MATERIAL SHALL BE PLANTED IN SUITABLE GOT THAT HAS BEEN ASENDED TO PERBIL ITS I " 'E TAT ON " 'IT ' REST LED TO BE PLANTED OR POEIERSED D El I SHALL BE REPLACED WITH ­NTIN DIED CON 'I" IF ON FEES TIE APPIRIED LANDSCAPE PLAN 11 MAINTENANCE ALSO INCLUDES BIT 11 NET LIMITED TO TIE IEPLACEMENT OF R A I NSECTS 11, N OFF 10 NIREAIE THE TREE IANIPIG 11 SHADE TO PAIED 1INFAIEC BUFFER PEDE SIR AN AND SCHC A, ALL, AND PRODE SUNBURN AND HAZARDS TO IREEC ALL LANDFRAPE MATERIAL REGUIRED SHALL BE PRUNED To MAINTAIN 19, IIANDARDS OF THE NERNA'IoNAL "CE" OF ARABS LIU HE NA 'I o I�D A AGI N E FOR TREE 'ARE OPERAT ENC PLANT MA ANE ANIN —HO EARN` FIND ' �L oU F E � ' U T NDA ' � E � N N " P U L RAE N D I AT LEAST 21 KEEP ALL MULCHN. AT LEAST 12' ASSAI FROM THE E,FER I, WALLS �i U) Lu H W o 0 Z Dz w UW LL, (1)aLL O N Z Q() W W4z 0- SUN " QzW z EL AIR � mooe L.2 LX1J 111NU I KCC -`KU I LU I Wil UNU1S I UKtSLU AKLA I1II1UK 1.1 11N UKAUL / �� / n \ NUxIRFR ION CALL 48 HOURS BEFORE LOU DIG vuvF SaFF It's the Lawl 1- 800 -432 4770 VALVE DESIGNATION GUIDE suNSH NF sLaLF oNF cuL of aoaoa INI, - ¢ � � . IRRIGATION LEGEND HUNTER PROS oe CV R POP-UP SPRAY W/ 15 NOZZLE (ARC AS NEEDED) HUNTER 12 co>vaomwr / SHOW FOR c ARLV o PROs Oa w R POP UP SPRAT W/ NOZZLE (ARC AS NEEDED) o HUNTER PROS O Cv R POP-UP SPRAY W/ 10 NOZZLE (ARC AS NEEDED) / / A o INSTALL MAIN A l ONLY, PROPER 2 PROPERTY LNE. �W HUNTER CO 'ED' ® HUNTER PROS CE CV R POP UP SPRAY W e NOZZLE N ( O ARC AS NEE / 5 Z- (ARC LIED) / 1 \ \ i2 0. \ • HUNTER PROS 'I2 cv R POP UP SPRAY / 5 NOZZLE (ARC AS NEEDED) Q \ _ - h _ COY R\\ E L DNS O cE A • HUNTER PROS 12 CV R POP UP SPRAY W/ 12 NOZZLE (ARC AS NEEDED) ; \µ `ms �A��2 o z R�FEF° AR ETWEEN THE VALVE BOx AND • HUNTER PROS 'I2 CV R POP-UP SPRAY NOZZL W/ ,D N LE (RC AS NEEDED, U 1 - DRP L FOR HED = Raw (Lw ) REFER To �� (- ANY WALL 9DEWAL PAVEMENT OR ' m HUNTER PROS 12 CV R POP- UP SPRAY W/ 8 NOZZLE (ARC AS NEEDED) LANDSCAPE PLAN 4 \ mDLNE HUNTER 1z Cv R HUNTER PRa POP-UP SPRAY w/ 15 STR NOZ. (ARC AS NEEDS) E- Onu TRPF ToRjm�N �I �� �,� \ 2 �• �/ TR ��� 0 H UNTER EUE APV PAR CIRCLE NFTOP W/ dA NOZ (ADJ. ARC) ® H R W/ 45 NOZ (ADJ. ARC) (� B _ ES E �nP)p R TO �3 g ��-0� �,( t� � v V S w/ 45 NOZ (ADJ. Are) - ARV FACH CIRCLE o H UNTER • t _______� -' - 2 �- - -, p� �� FZ POP ARV PART cRCLE RoLOR ® R W/ 1Z Noz (ADJ- ARC) ® HUNTER POP ARV PART cacLE ROTOR w/ tie Noz (ADJ. Are) D LNE FO \ O H UNTER PA CIRCLE ROTOR W 49 NOZ (ADJ. ARC) ) RE p R PU ] l�'� (iTYR I�p�E i P` - �x *+* r '�`` R RGAL METER H W/ 410 N (ADJ. ARC) PGP ARRV CIRCLE ROTOR O F F ILL D ENOTES ` P HP D THE SE OF HUNTER PUH SHRUB RO ROTOR W �� 5 V 2N� � UNT R RIO NTROLLER © (SEE E iRATION O NOT ES FOR D INSTRUCTIONS) z O HUNTE pw RECESS RAN cLK RAN SENSOR (SEE NOTES) ILL , � " - T 1 AN BIRD PESB SERIES 2a VOLT REMOTE CONTROL VALVE D) Z Q T - - - -z f � s TERMINATION PO NT OF SPARE W RE FROM CONTROLLER Lu - d - N ISOLAT VALE VALVE L S PO NL OF ECO RECLAIMED WATER METER C -0 a - CON O (50 GPM AL 55 P S RE O'D) ' !n Z PROPOSED RR VA ON CONTROLLER PROPOSED RAIN ( �e �{ — DRASS CHECK VALVE LINE SIZE _ - - -- - PVC SDR -21 200 PSI "PURPLE' SOLVENT WELD MAIN LINE PIPE SZED AS INDICATED w Q z L O Z T Ez r 1 d S STATE ROAD � VC SDR -2s 100 PSI SOLVENT WELD LATERAL LINE PIPE V N0. 434 pL0 RE SIZED N0L L0 EKCEED A uELOGILT of s FPS pMAK. EXCEED ,D OF OPERATING Pso Q Z PIPE SIZE L0 RE NOT.D . .. ... .. ... ... PVC RCH 10 5OLVENT WELD SLEEVE PIPE - SIZED AS NEEDED Q' --------- - RAN BIRD 4LD -09 -12 IN -LINE PRESSURE COMPENSATING DRIP TURING �$ RAIN BIRD PESB SERIES REMOTE CONTROL VALVE W/ NETARM IDFxe. "A MESH FILLER AND IPRIII - 21 PRESS. REV. POINT OF CONNECTION - 11 L0 DRIP LURING HUNTER PCB-lA-R BUBBLER ON HIS FLEX PIPE DnIGN MAE IRRIGATION PLAN 11 NOTES - D]OOtl o - IRA RAN BID 111A S ERIES VALVE ,2 R "AL"F RDx FINISH GR of z. MN ,D SPRIN _ CONTROL WIRES SCH. aO REMOTE CONTROL VALVE CURB OR WILD nnwv...... uvuvunnvuvw 1 FINISH GRADE HUNTER PROS �V—R P e m~ o P FITTING T EC H N LATERAL LINE STREET E � PVV IP= MIN. TURF SPRAY HEAD 1h" ROUND VALVE PIT F INISH DR "E "" SLEEK MACE AoAP. €R °° �g�I�. R .. FVC MAN LINE J 3 GRAVEL SUMP ISOLATION GATE VALVE F CURB OR WAL mn 1IAf[- F I NIAH MERGRC ET O 6 SSH. aO PVC STREET ELL � N �TERA< uNE G IP TURF ROTOR HEAD P VN B ALL ESH SA LVE ELL LVE RAN RIND HESRSERIES SALVE WIRE CONNE 11HOES DRIVE BUG VAAII 1GE IV 1AAV IV 2H 11 AVE TOR RR ERS T P cNSCHLRO °NP LE CONTROL wRE2 PVC IAN L OF FITTINA 1 DRIP ZONE CONTROL VALVE GENERAL NOTES: lecs "and - 111i�alsyev'tnen FREE BUBBLER 1/2 Moe ADAPTER FLEiA FILE ' LEE LATERAL LINE TREE BUBBLER DETAIL R2P U TURENG AIEE ee of IPPLE� PVC TEE N .,, I � SLID PVC — DRIP CONNECTION IRRIGATION NOTES: TFA 1, OEM wt p uPU may s m,D m,ed fng Doted , . 111.1 bUID­ g,ap�, benen P s�bl . PP °Ege�s to be �netnHed n U pe q, ,,d the p On AOnt�nnO� eb P Ov�de the necese A p A aes w�ll FIT b, „edam to tbnse nn the d,n 2 Slb.ti 2 db emnHe� Lateral lines are to be installed wdn o minimum o! 12 eAT at cover. n 2 es o, r5 ne p exvmple: Tne sleeve rat a 2 IR A AAnll ba 3"I NO �Irngntfon sleeve sAnll be smaller than 2. nd /o' At bigb 1 -UR db PURPLE Ids as tnHA— vnlvee .1 In C_ Snroe5 wile pg �se a. p cee d , - . , 12 F" ,none p Common obWlres ze ona color os follows. e AVOW 412 G or�e� d WHITE Hot I W w�.es —sae Awc pia o. n.qe. o nnd BLUE n PA .1 11 All and oo, edlio n tilled side be - ,In5ne pp � p olled Ie tld rlusb It l g z e' MO UnI nll ep Rblers nn 11��b1e �nnea�One ne TOHOwe. ,/2; Cyn n w y a l l s C pPs a/a I nl t o ends AT H PV IT e ELF n1 12° a - �dewn . pnnement n, A —It e. e p ed n m�n�mUm d oni° bit �' To wan. ;b;'iueadnl� An sp y TAn s It a pn to e A,,h, t sppae end ends. Ins,a�9nw eal e 'm 9 ,el�et valves 17 RIPresenl H ,, p nn, ins, o O,berv';e A lied. W tb, Ow O 11 e2po sable V, lne connecli- f— tae S I to the control e�(s)�nP ( Ol1) a u e on 5 n' acn 1 l U t g y 1 o , 2nd ION C ONTRACT OR g the s oCOn 1 the UILT on - AT L wtcn Th. AS—AULT (e Uv �ne�p ° d seene�� ewe on ee v J. e depth nr �i W } J D Z Z ! 0aLL i Z WQz O Z2N Q az� f)f EL MAP �� mooe IR.2 SPECIAL NOTE: KEYNOTES p GENERAL NOTES El ­ s,a.,. M.ru.ow -wo .� ,T .un versa. x mawnenax ." �xascra uEUmn -- -- so � �m n xmu-i ¢xnmrc W _ I g ne �� xc L— MME CLOCK AND n CONTACTOR DETAIL Ui ­1 P � b STATE ROAD NO. 434 (@SITE PLAN - ELECTRICAL zo -o i i i ss,x sicm� smemw ,xo xunu s -s a ,ax / / O 3 2� / U / i I I � POLE DETAIL b � STATE ROAD NO. 434 --- DETAIL 0 - GENERAL NOTES P Q SITE PLAN - PHOTOMETRICS zo -o