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Home My WebLink About2004 06 28 Regular 502 CITY COMMISSION AGENDA ITEM 502 Consent Informational Public Hearing Regular x June 28. 2004 Commission Meeting (J-/ MGR / DEPT REQUEST: Community Development Department presents to the City Commission, the final engineering/site plan, a proposed development agreement, and aesthetic review of signage for the Village Market Place expansion. PURPOSE: The purpose of this agenda item is to present the final engineering/site plans, the associated development agreement, and the aesthetic review of the proposed signage for an approximately 27,000 square foot (SF) expansion of the former Badcock shopping center on a 4.712 acre site, located on the north side of SR 434, west of Sherry Avenue and immediately east of the existing Victorio's Pizza restaurant. APPLICABLE REGULATIONS: Chapter 5. Tree Protection and Preservation Sec. 9 - 26. Maps, engineering plans and plats to be submitted in preliminary and final form. Sec. 9 - 71. When final development plan is to be filed; extension. Sec. 9 - 72. Processing of final plans. Sec. 9 - 73. Form and contents of final development plan. Sec. 9 - 74. Action on final development plan; expiration of approval. Chapter 20, Division 3. General Design Standards for Redevelopment District (Sec. 20 - 240 thru Sec. 20 - 512) I June 28, 2004 Regular Item 502 Page 2 Ordinance No. 2003 - 43 Chapter 166, Florida Statutes CONSIDERATIONS: This 4.712 acre site has a Commercial Future Land Use designation and C-I Commercial zoning. It also lies within the SR 434 Redevelopment Overlay Zoning District. The site presently contains a 45,700 SF shopping center building that formerly housed the Badcock furniture store as its primary tenant. That building recently was given a major "face lift." Present occupants of the existing building include the Florida Department of Motor Vehicles, a Dollar General, and Boomerangs sports bar. Victorio's Pizza restaurant and Advance Discount Auto Parts are not part of the site although they have access through the site. The proposal would add the new 27,000 SF building between the existing building and SR 434, provide a new masonry wall between the site and the existing residential units, up-to-date dumpster enclosures, additional drainage inlets, new site lighting, handicap accessibility to and throughout the site, signage, and landscaping. The applicant proposes a development agreement, as set forth in Section 20 - 474 of the City Code, to address issues where relief from the code is needed (without compromising the public health, safety, and/or welfare). These include relief from providing a portion of a wall, signage, and the size of trees. A 6 foot tall masonry wall is required between the site and all lands zoned for residential use. The applicant is providing a wall for approximately 640 linear feet between the site and the adjacent residential properties to the north, but requests an exception (through the development agreement) for the area where the existing storm-water pond from this site abuts the storm-water pond from the adjacent residential site (northwest of the site). The applicant requests to provide 2 monument signs along the approximately 460 feet of SR 434 frontage (in lieu of 500 feet) and that the signs be allowed to have 48 square feet of copy area and a 14 foot maximum height (in lieu of 32 square feet and a maximum height of 12 feet. Ifthe total shopping center were 75,000 square feet, instead of 72,700 square feet, it would meet the Code requirement for this size signage. Of course, if the Advance Discount Auto Parts and Victorio's Pizza Restaurant were included in the calculation, it would exceed the 75,000 square foot threshold. The applicant proposes to have the signs at least 200 feet apart, as required by Code. The applicant proposes both signs incorporate 8" x 8" glass blocks in the base, as depicted in the drawings (another drawing, depicting a 2 June 28, 2004 Regular Item 502 Page 3 "criss-cross" pattern on a solid masonry base, is depicted as a second choice). Staff has reviewed both sign locations as well as the aesthetics of the 2 proposed monument sign options and recommends approval of the locations and either option. The applicant's engineer must ensure the signs can be provided at these locations and still meet the applicable 10 foot setback from the property line. The signage proposed for the building facades must meet the 24 inch maximum letter height and must not exceed a length of70 percent of the individual business front, regardless how the rendering scales (the applicant states no desire to vary from the Code requirements for the area of building mounted signage). Trees that are shorter (for the species proposed) than those required by code are also proposed in the development agreement. The applicant notes that no trees are being removed from the site. He states that he wants the canopy that the proposed oak trees will eventually provide, but wants the buildings to be seen, in the interim, until people recognize which businesses occupy the renovated and expanded site. A site lighting plan is enclosed in the site plan package (sheet 5B), including a photometric plan that demonstrates no off-site light spillage, except that on-site lighting does illuminate the east side ofVictorio's Pizza. Fixtures are down-ward directed, located about 20' above the adjacent grade. Any significant alteration of or deviation in the future from this lighting plan would require City Commission approval. Staff required a traffic study. The traffic study has been reviewed by the City's traffic consultant - no traffic concurrency issues or public safety issues were identified and no off-site or additional on-site traffic improvements were deemed necessary. Chapter 9 of the City Code requires one parking space per 300 square feet for retail uses. The site is proposed with 256 spaces (including handicap accessible), pursuant to code. The proposed 18 foot long parking spaces along the west side of the site must be changed to be at least 19 feet long (this may result in the removal of one parking space - there is still a surplus of spaces). FINDINGS: 1) The site is zoned C-l Commercial, has a Commercial Future Land Use designation, and lies within the SR 434 Redevelopment Overlay Zoning District. 2) This building is a permitted use in the C-1 zoning district. 3) The proposed site plan is consistent with the Comprehensive Plan and City Code of Ordinances and the development agreement. 3 June 28, 2004 Regular Item 502 Page 4 4) Traffic volume and movements have been analyzed and found acceptable by traffic engineers employed by both the applicant and the City. 5) The applicant must provide permits from the FDOT, SJRWMD, and FDEP, provide a copy of the construction schedule, and provide a 1 percent inspection fee prior to any pre-construction conference or commencing any site work (site work may commence without FDEP permit, but no potable water or sanitary sewer may be installed prior to FDEP permit). 6) Minor site plan amendments will be required before scheduling a pre-construction meeting. These include but are not limited to the following: a. eliminating the reference to gravel/shell pavement from the plans (presently in the legend on sheet 5 of 8); b. moving one light pole to accommodate a tree; c. reconciling the landscape plan to accommodate the sidewalk at the comer of the site that abuts the northwest comer of the Advance Discount Auto Parts site; d. adjusting the plan for any proposed development agreement issue, if the City Commission does not approve agreement in total; and e. making all parking spaces at least 19 feet long (may need to remove one space along west side of parking). PLANNING AND ZONING ACTION: At its regularly scheduled meeting of May 5,2004, the Planning and Zoning Board recommended approval of the final engineering/site plan. RECOMMENDATION: The Planning and Zoning Board and staff recommend approval for the Village Market Place final site/engineering plans, subject to the items listed in Findings #6. Staff also recommends approval ofthe proposed development agreement and the aesthetic review of the signage, subject to any amendments that the City Attorney may require to the development agreement. ATTACHMENTS: A. Proposed Development Agreement B. Planning and Zoning Board Minutes C. June 14, 2004, City Commission Mini-Minutes D. Renderings of Signage E. Final Engineering/Site Plan CITY COMMISSION ACTION: 4 -- -- - -- --- ATTACHMENT A This instrument prepared by and should be returned to: Anthony A. Garganese, Esq. City Attorney of Winter Springs Brown, Salzman, Weiss, & Garganese, P.A. POBox 2873 Orlando, FL 32802-2873 BINDING DEVELOPMENT AGREEMENT THIS BINDING DEVELOPMENT AGREEMENT is made and executed this day of April 2004, by and between the CITY OF WINTER SPRINGS, a Florida municipal corporation ("City"), whose address is 1126 East S.R. 434, Winter Springs, Florida 32708, and AGGARWAL PENSION TRUST FUND ("Aggarwal"), whose address is 1056 Edmiston Place, Longwood, Florida 32779. WITNESSETH: WHEREAS, Aggarwal is constructing an addition to Village Market Place Shopping Center located within the City of Winter Springs, Florida, consisting of the following: (a) Construction of an additional 27,000 square foot building; (b) Inclusion of additional landscaping, re-stripping, paved curbs and adding green area to parking lot. (c) Adding of new lighting; and WHEREAS, AGGARWAL, as part of the construction as set forth above, has agreed that the town center image for Winter Springs will be retained consistent with the beautification corridor located within the City; and WHEREAS, pursuant to the site plan approval of the City of Winter Springs City Commission on the day of , 2004, Aggarwal desires to facilitate the orderly addition to the existing shopping center (the "SHOPPING Binding Development Agreement City of Winter Springs - Aggarwal Pension Trust Fund 1 of 9 CENTER") on the subject property (defined in Section 3 below) as depicted in the site plan. Said site plan is on file with the City Clerk's office and is hereby fully incorporated herein by this reference ("the Site Plan") in compliance with the laws and regulations of the City; and WHEREAS, the City Commission has recommended entering into a Binding Development Agreement ("Agreement") with Aggarwal for the addition to the Village Market Place Shopping Center; and WHEREAS, in addition to Aggarwal's compliance with all City codes, permitting and construction not in conflict herein, the City and Aggarwal desire to set forth the following special terms and conditions. NOW, THEREFORE, in consideration of the mutual promises and covenants contained herein, the parties mutually agree as follows: Section 1. Recitals. The foregoing recitals are hereby incorporated herein by this reference. Section 2. Authoritv. This Agreement is entered into pursuant to the Florida Municipal Home Rule Powers Act and Section 20-490 of the City of Winter Springs Code. Section 3. Subiect Property. The real property ("Subject Property") which is subject to, and bound by, the terms and conditions of this Agreement is legally described on Exhibit "A" attached hereto and made a part hereof by reference. Section 4. Representations of Agaarwal. Aggarwal hereby represents and warrants to City that Aggarwal has the power and authority to execute, deliver and perform the terms and provisions of this Agreement and has taken all necessary action to authorize the execution, delivery and performance of this Agreement. This Binding Development Agreement City of Winter Springs - Aggarwal Pension Trust Fund 2 of 9 Agreement will, when duly executed and delivered by Aggarwal and recorded in the Public Records of Seminole County, Florida, constitute a legal, valid and binding obligation enforceable against Aggarwal and the Subject Property in accordance with the terms and conditions of this Agreement. Aggarwal represents it has voluntarily and willfully executed this Agreement for purposes of binding the Property to the terms and conditions set forth in this Agreement. Section 5. Obliqations and Commitments. In consideration of the City and Aggarwal entering into this Agreement, the City and Aggarwal voluntarily agree as follows: a) Buffer Wall. Aggarwal shall construct a buffer and wall in compliance with Section 20-469 Buffers and Walls, Winter Springs Land Development Code. However, in accordance with the variance authority set forth in Section 20-490 of the City Code, Aggarwal shall be permitted to eliminate 435 linear feet of the required 6 foot (measured from grade level) CMU wall along the northwest property line of the Subject Property. Additionally, Aggarwal shall be excused from placing any required buffer between the existing retention pond located on the adjacent multi-family property and the retention ponds on the Subject Property. b) Tree Ordinance. Aggarwal shall comply with the requirements of the City's Arbor Ordinance contained in Chapter 5 of the City Code, and the landscape requirements for the S.R. 434 Redevelopment Area set forth in Section 20-480 et seq. of the City Code, as said codes may be amended from time to time. In accordance with the variance authority set forth in Section 20-490 of the City Code, Aggarwal shall be permitted to utilize canopy trees with a height of 12 feet rather than the required 16 feet Binding Development Agreement City of Winter Springs - Aggarwal Pension Trust Fund 3 of 9 in height under Table 2 of the recommended tree pallet for the S.R. 434 Redevelopment Area. c) Sian. Pursuant to Section 20-470(18) of the City Code and in conjunction with the construction of the additional 32,000 square foot (gross area) building, Aggarwal agrees to bring all exterior signage on the Subject Property into compliance with the S.R. 434 Redevelopment sign requirements set forth in Section 20- 470 of the City Code. Aggarwal will remove the existing non-conforming pole sign and be permitted to install two monument signs under a separate permit that would conform with the SR 434 redevelopment standards set forth in the City Code, i.e., 10 feet set back from property line, 14 feet high, 48 sq. ft. copy area with a minimum distance of 200 feet between them. The Code requires a frontage of 500 feet, and even though Aggarwal has a frontage of 460 feet, they will be permitted to construct the two new signs. Planters shall be installed at the base of the new sign per the City's requirements. Section 6. Successors and Assiqns. This Agreement shall automatically be binding upon and shall inure to the benefit of the successors and assigns of each of the parties. Section 7. Applicable Law. This Agreement shall be governed by and construed in accordance with the laws of the State of Florida. Section 8. Amendments. This Agreement shall not be modified or amended except by written agreement duly executed by both parties hereto and approved by the City Commission. Binding Development Agreement City of Winter Springs - Aggarwal Pension Trust Fund 4 of 9 Section 9. Entire Aqreement. This Agreement supersedes any other agreement, oral or written, and contains the entire agreement between the City and Aggarwal as to the subject matter hereof. Section 10. Severability. If any provision of this Agreement shall be held to be invalid or unenforceable to any extent by a court of competent jurisdiction, the same shall not affect in any respect the validity or enforceability of the remainder of this Agreement. Section 11. Effective Date. This Agreement shall become effective upon approval by the City of Winter Springs City Commission and execution of this Agreement by both parties. Section 12. Recordation. This Agreement shall be recorded in the public records of Seminole County, Florida, and shall run with the land. Section 13. Relationship of the Parties. The relationship of the parties to this Agreement is contractual and Aggarwal is not an agent of the City. Nothing herein shall be deemed to create a joint venture or principal-agent relationship between the parties, and neither party is authorized to, nor shall either party act toward third parties or to the public in any manner which would indicate any such relationship with the other. Section 14. Sovereian Immunity. Nothing contained in this Agreement shall be construed as a waiver of the City's right to sovereign immunity under ~768.28, Florida Statutes, or any other limitation on the City's potential liability under State and Federal law. Section 15. City's Police Power. Aggarwal agrees and acknowledges that the City hereby reserves all police powers granted to the City by law. In no way shall this Agreement be construed as the City bargaining away or surrendering its police powers. Binding Development Agreement . City of Winter Springs - Aggarwal Pension Trust Fund 5 of 9 Section 16. Interpretation. The parties hereby agree and acknowledge that they have both participated equally in the drafting of this Agreement and no party shall be favored or disfavored regarding the interpretation to this Agreement in the event of a dispute between the parties. Section 17. Permits. The failure of this Agreement to address any particular City, County, State and Federal permit, condition, term or restriction shall not relieve Aggarwal or the City of the necessity of complying with the law governing said permitting requirements, conditions, term or restriction. Section 18. Third Party Rights. This Agreement is not a third party beneficiary contract and shall not in any way whatsoever create any rights on behalf of any third party. Section 19. Specific Performance. Strict compliance shall be required with each and every provision of this Agreement. The parties agree that failure to perform the obligations provided by this Agreement shall result in irreparable damage and that specific performance of these obligations may be obtained by suit in equity. Section 20. Attorney's Fees. In connection with any arbitration or litigation arising out of this Agreement, the prevailing party shall be entitled to recover reasonable attorney's fees and costs through all appeals to the extent permitted by law. Section 21. Development Permits. Nothing herein shall limit the City's authority to grant or deny any. development permit applications or requests subsequent to the effective date of this Agreement. In addition, nothing herein shall be construed as granting or creating a vested property right or interest in Aggarwal or on the Subject Property. Binding Development Agreement City of Winter Springs - Aggarwal Pension Trust Fund 6 of 9 IN WITNESS WHEREOF, the parties have hereunto set their hands and seal on the date first above written. Witnesses: AGGARWAL PENSION TRUST FUND Witness #1 Signature KULDEEP AGGARWAL, Trustee Witness #1 Printed Name Witness #2 Signature Witness #2 Printed Name As to AGGARWAL ATTEST: CITY OF WINTER SPRINGS, a Florida Municipal Corporation ANDREA LORENlO-LUACES City Clerk By: JOHN F. BUSH, Mayor Binding Development Agreement City of Winter Springs - Aggarwal Pension Trust Fund 7 of 9 STATE OF FLORIDA COUNTY OF SEMINOLE I hereby certify that on this day, before me, an officer duly authorized to administer oaths and take acknowledgments, personally appeared KULDEEP AGGARWAL, as Trustee of the AGGARWAL PENSION TRUST FUND, known to me to be the person described in and who executed the foregoing instrument, who acknowledged before me that he executed the same, and that I relied upon the following identification of the above-named person: Witness my hand and official seal in the County and State last aforesaid this day of April 2004. NOTARY STAMP/SEAL Notary Signature My Commission Expires Binding Development Agreement City of Winter Springs - Aggarwal Pension Trust Fund 8 of 9 STATE OF FLORIDA COUNTY OF SEMINOLE I hereby certify that on this day, before me, an officer duly authorized to administer oaths and take acknowledgments, personally appeared JOHN F. BUSH, Mayor of the City of Winter Springs, known to me to be the person described in and who executed the foregoing instrument, who acknowledged before me that he executed the same, and that I relied upon the following identification of the above-named person: Witness my hand and official seal in the County and State last aforesaid this day of , 2004. NOTARY STAMP/SEAL Notary Signature My Commission Expires: Binding Development Agreement City of Winter Springs - Aggarwal Pension Trust Fund 9 of 9 ATTACHMENT B CITY OF WINTER SPRINGS MINUTES PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY REGULAR MEETING - MA Y 5, 2004 PAGE20F4 III. REGULAR AGENDA REGULAR Community Development Department A. Final Engineering/Site Plan For The Village Market Place Expansion. Mr. John Baker, AICP, Senior Planner, Community Development Department, introduced the Agenda Item and explained that, "Everything on this Site Plan is in conformance with the Comprehensive Plan. Anything where there is a minor variation from the City Code is mentioned in the Development Agreement." Furthermore, Mr. Baker indicated, "This site is compliant with the City Code - so, we [Staff] recommend approval, subject to the four (4) Items outlined in Item 6 (six) in our 'Findings' and they are very minor." Discussion. Chairperson Krebs opened the "Public Input" portion of this Agenda Item. Mr. Kuldeep Aggarwal, Aggarwal Pension Trust Fund, 1055 Edmiston Place, Longwood, Florida: briefly discussed this project. Discussion. Mr. John Herbert, Engineer, 884 Elgin Drive, Winter Springs, Florida: addressed the Board regarding this project. "I think putting a building closer to [State Road] 434 - more of a Town Center feel. The landscaping will enhance everything, it is just going to be a plus, I think for everybody." Discussion. There was no other Public Input. "I RECOMMEND THAT WE [BOARD] RECOMMEND APPROVAL FOR THE VILLAGE MARKET PLACE FINAL ENGINEERING/SITE PLANS SUBJECT TO THE ITEMS LISTED IN 'FINDINGS' 6 AS RECOMMENDED BY STAFF." MOTION BY BOARD MEMBER POE. SECONDED BY VICE CHAIRPERSON KARR. DISCUSSION. VOTE: BOARD MEMBER BROWN: AYE VICE CHAIRPERSON KARR: AYE CHAIRPERSON KREBS: AYE BOARD MEMBER POE: AYE BOARD MEMBER VOSKA: AYE MOTION CARRIED. (VOTE ON THE MOTION) VOTE: COMMISSIONER BLAKE: AYE COMMISSIONER McGINNIS: AYE COMMISSIONER GILMORE: AYE COMMISSIONER MILLER: NAY MOTION CARRIED CITY OF WINTER SPRINGS AMENDED AGENDA CITY COMMISSION REGULAR MEETING - JUNE 14,2004 PAGE 19 OF 30 REGULAR 502. Community Development Department Presents To The City Commission, The Final Engineering/Site Plan And A Proposed Development Agreement For The Village Market Place Expansion. Mr. John Baker, AICP, Senior Planner, Community Development Department, presented this agenda item. Commissioner Miller commented that he would like to see large trees for this project.i Discussion ensued with the City Arborist regarding irrigation and pavement. Partner of the Developer: commented to Attorney Garganese that his attorney had returned the Developers Agreement with changes for the City to review. Attorney Garganese indicated that he had not received the revised Developers Agreement. Discussion ensued creative solutions regarding impact fees. Mayor Bush commented that this Agenda Item should be on the next Agenda; Tape 2/Side B > ~ ~ > ~ == ~ ~ Z ~ ~ CITY OF WINTER SPRINGS AMENDED AGENDA CITY COMMISSION REGULAR MEETING - JUNE 14,2004 PAGE 20 OF 30 AGENDA ITEM 401 WAS DISCUSSED AT THIS POINT IN THE MEETING. Attorney Garganese read Ordinance 2004-28 by 'Title' only. Attorney Garganese discussed the change of the "Title" to Ordinance 2004-28. Mayor Bush opened the "Public Input" portion afthe Agenda Item. No one spoke. Mayor Bush closed the "Public Input" portion afthe Agenda Item. Commissioner Blake asked Attorney Garganese if this change requires another Reading. Attorney Garganese responded that no, it is just a clarification. ~ "I WOULD LIKE MOTION THAT WE ADOPT - ORDINANCE 2004-25." MAYOR BUSH STATWED, "MOTION BY COMMISSION BLAKE. SECONDED BY COMMISSIONER MILLER. DISCUSSION. VOTE: COMMISSIONER McGINNIS: AYE COMMISSIONER MILLER: AYE COMMISSIONER BLAKE: AYE COMMISSIONER GILMORE: AYE MOTION CARRIED. .,' ATTACHMENT D - , ~~- . . --- ===-~ ! in N M iij~t:~ aQj!~ S. U.'OU'tlUl ::s1lC\fU=GlO .. E Cl'tl >--- -lllc..l:iEO Ul~-IllIllIllU =l1~.coa.Cl -':::::S'tlGl~.cE ~UlIICO.!!!:E ClE-Ill....c- .5::s ~= .-=.& ~.5uf~f.c :. E II ~.~ ~ ~ ....::s.a__.)(1ll -- 0 &.C\f II E 1I1ll_ ...._ II :is III > ~ II .. in ,..: )( ~ ~ .... Ul ID Qj4i~ cE _ !.~Sc= c!~ ti- 1ll.cIlUl C_CID 2 J !:!. ~ ,~ t.. r-. .... 1 ~ f I -t- ia..'!!t:~ ~Gi[~ .B. U"OU'tJCIl ~CIINU=CII0 ... E C1'tJ >--- -C'llc::...tc::o CIl'::-C'llllJiaU =.ia~J:oo..C1 3~'tJCII~J:.E CIlCIIC::O~~ QE-~""C::- .E ~ ~~ .lC:~ M.EU~~~J: .... E,8 s.~.: ~ ~'': 0 '0 N )( lIJ CII C'll _ c..... ~ E I i I I I I I -l CII :c lIJ > ~ CII ... in r-: )( ~ :::. .... CIl 10 Giai~ c::E _ [Ege:: c~.!!!c:r lIJ J: CII CIl C::-C::IO ~j[~ I / t:~~t~~ -,:.- -.,- J: 'tJ j '0 :; . -ss rA"'~' ~ - C'll ..; ... 0"., U J: C::, c:: c::.-.E' B ~ Sf ~:~ I'., , Q; iii ~, CIl &. E~.::: is. :; =, ~ E"O'~ .,.....:~o,--,i " U ... ., 0 0.. ""~'. ns: ~,c: U::._~ \' l' ~: _It)uo.='c,;,J .. .r-. C'llOC'll1ll " E co,Q . ",";.e,~' .," ~..... 'u :J: Q.caE"'i-"~' ;" ;'.. -' e' > .~. ca >.= Q=.lIl:' , , g' 0.. ~.E \C ....'u, o 0 U III Q ~..)( n 1- ~ ':" ,- 'ATTACHMENT E Final Engineering/Site Plan with Lighting Plan This instrument prepared by and should be returned to: Anthony A. Garganese. Esq. City Attorney of Winter Springs Brown, Salzman, Weiss, & Garganese, PA POBox 2873 Orlando, FL 32802-2873 BINDING DEVELOPMENT AGREEMENT THIS BINDING DEVELOPMENT AGREEMENT is made and executed this day of June 2004, by and between the CITY OF WINTER SPRINGS, a Florida municipal corporation ("City"), whose address is 1126 East S.R. 434, Winter Springs, Florida 32708, and AGGARWAL PENSION TRUST FUND ("Aggarwal"), whose address is 1056 Edmiston Place, Longwood, Florida 32779. WITNESSETH: WHEREAS, Aggarwal is constructing an addition to Village Market Place Shopping Center located within the City of Winter Springs, Florida, consisting of the following: (a) Construction of an additional 27,000 square foot building; (b) Inclusion of additional landscaping, re-stripping, paved curbs and adding green area to parking lot. (c) Adding of new lighting; and WHEREAS, AGGARWAL, as part of the construction as set forth above, has agreed that the town center image for Winter Springs will be retained consistent with the beautification corridor located within the City; and WHEREAS, pursuant to the site plan approval of the City of Winter Springs City Commission on the day of , 2004, Aggarwal desires to facilitate the orderly addition to the existing shopping center (the "SHOPPING Binding Development Agreement City of Winter Springs - Aggarwal Pension Trust Fund 1 of 9 CENTER") on the subject property (defined in Section 3 below) as depicted in the site plan. Said site plan is on file with the City Clerk's office and is hereby fully incorporated herein by this reference ("the Site Plan") in compliance with the laws and regulations of the City; and WHEREAS, the City Commission has recommended entering into a Binding Development Agreement ("Agreement") with Aggarwal for the addition to the Village Market Place Shopping Center; and WHEREAS, in addition to Aggarwal's compliance with all City codes, permitting and construction not in conflict herein, the City and Aggarwal desire to set forth the following special terms and conditions. NOW, THEREFORE, in consideration of the mutual promises and covenants contained herein, the parties mutually agree as follows: Section 1. Recitals. The foregoing recitals are hereby incorporated herein by this reference. Section 2. Authority. This Agreement is entered into pursuant to the Florida Municipal Home Rule Powers Act and Section 20-490 of the City of Winter Springs Code. Section 3. Subiect Property. The real property ("Subject Property") which is subject to, and bound by, the terms and conditions of this Agreement is legally described on Exhibit "A" attached hereto and made a part hereof by reference. Section 4. Representations of Aqqarwal. Aggarwal hereby represents and warrants to City that Aggarwal has the power and authority to execute, deliver and perform the terms and provisions of this Agreement and has taken all necessary action to authorize the execution, delivery and performance of this Agreement. This Binding Development Agreement City of Winter Springs - Aggarwal Pension Trust Fund 2 of 9 Agreement will, when duly executed and delivered by Aggarwal and recorded in the Public Records of Seminole County, Florida, constitute a legal, valid and binding obligation enforceable against Aggarwal and the Subject Property in accordance with the terms and conditions of this Agreement. Aggarwal represents it has voluntarily and willfully executed this Agreement for purposes of binding the Property to the terms and conditions set forth in this Agreement. Section 5. Obliqations and Commitments. In consideration of the City and Aggarwal entering into this Agreement, the City and Aggarwal voluntarily agree as follows: a) Buffer Wall. Aggarwal shall construct a buffer and wall in compliance with Section 20-469 Buffers and Walls, Winter Springs Land Development Code. However, in accordance with the variance authority set forth in Section 20-490 of the City Code, Aggarwal shall be permitted to eliminate 435 linear feet of the required 6 foot (measured from grade level) CMU wall along the northwest property line of the Subject Property. Additionally, Aggarwal shall be excused from placing any required buffer between the existing retention pond located on the adjacent multi-family property and the retention ponds on the Subject Property. b) Tree Ordinance. Aggarwal shall comply with the requirements of the City's Arbor Ordinance contained in Chapter 5 of the City Code, and the landscape requirements for the S.R. 434 Redevelopment Area set forth in Section 20-480 et seq. of the City Code, as said codes may be amended from time to time. In accordance with the variance authority set forth in Section 20-490 of the City Code, Aggarwal shall be permitted to utilize canopy trees with a height of 12 feet rather than the required 16 feet Binding Development Agreement City of Winter Springs - Aggarwal Pension Trust Fund 3 of 9 in height under Table 2 of the recommended tree pallet for the S.R. 434 Redevelopment Area. c) Sign. Pursuant to Section 20-470(18) of the City Code and in conjunction with the construction of the additional 32,000 square foot (gross area) building, Aggarwal agrees to bring all exterior sign age on the Subject Property into compliance with the S.R. 434 Redevelopment sign requirements set forth in Section 20- 470 of the City Code. Aggarwal will remove the existing non-conforming pole sign and be permitted to install two monument signs under a separate permit that would conform with the SR 434 redevelopment standards set forth in the City Code, i.e., 10 feet set back from property line, 14 feet high, 48 sq. f1. copy area with a minimum distance of 200 feet between them. The Code requires a frontage of 500 feet, and even though Aggarwal has a frontage of 460 feet, they will be permitted to construct the two new signs. Planters shall be installed at the base of the new sign per the City's requirements. Section 6. Successors and Assians. This Agreement shall automatically be binding upon and shall inure to the benefit of the successors and assigns of each of the parties. Section 7. Applicable Law. This Agreement shall be governed by and construed in accordance with the law? of the State of Florida. Section 8. Amendments. This Agreement shall not be modified or amended except by written agreement duly executed by both parties hereto and approved by the City Commission. Binding Development Agreement City of Winter Springs - Aggarwal Pension Trust Fund 4 of 9 ,\;1' Section 9. Entire Aqreement. This Agreement supersedes any other agreement, oral or written, and contains the entire agreement between the City and Aggarwal as to the subject matter hereof. Section 10. Severabilitv. If any provision of this Agreement shall be held to be invalid or unenforceable to any extent by a court of competent jurisdiction, the same shall not affect in any respect the validity or enforceability of the remainder of this Agreement. Section 11. Effective Date. This Agreement shall become effective upon approval by the City of Winter Springs City Commission and execution of this Agreement by both parties. Section 12. Recordation. This Agreement shall be recorded in the public records of Seminole County, Florida, and shall run with the land. Section 13. Relationship of the Parties. The relationship of the parties to this Agreement is contractual and Aggarwal is not an agent of the City. Nothing herein shall be deemed to create a joint venture or principal-agent relationship between the parties, and neither party is authorized to, nor shall either party act toward third parties or to the public in any manner which would indicate any such relationship with the other. Section 14. Sovereian Immunity. Nothing contained in this Agreement shall be construed as a waiver of the City's right to sovereign immunity under ~768.28, Florida Statutes, or any other limitation on the City's potential liability under State and Federal law. Section 15. City's Police Power. Aggarwal agrees and acknowledges that the City hereby reserves all police powers granted to the City by law. In no way shall this Agreement be construed as the City bargaining away or surrendering its police powers. Binding Development Agreement City of Winter Springs - Aggarwal Pension Trust Fund 5 of 9 Section 16. Interpretation. The parties hereby agree and acknowledge that they have both participated equally in the drafting of this Agreement and no party shall be favored or disfavored regarding the interpretation to this Agreement in the event of a dispute between the parties. Section 17. Permits. The failure of this Agreement to address any particular City, County, State and Federal permit, condition, term or restriction shall not relieve Aggarwal or the City of the necessity of complying with the law governing said permitting requirements, conditions, term or restriction. Section 18. Third Partv Riahts. This Agreement is not a third party beneficiary contract and shall not in any way whatsoever create any rights on behalf of any third party. Section 19. Specific Performance. Strict compliance shall be required with each and every provision of this Agreement. The parties agree that failure to perform the obligations provided by this Agreement shall result in irreparable damage and that specific performance of these obligations may be obtained by suit in equity. Section 20. Attornev's Fees. In connection with any arbitration or litigation arising out of this Agreement, the prevailing party shall be entitled to recover reasonable attorney's fees and costs through all appeals to the extent permitted by law. Section 21. Development Permits. Nothing herein shall limit the City's authority to grant or deny any development permit applications or requests subsequent to the effective date of this Agreement. In addition, nothing herein shall be construed as granting or creating a vested property right or interest in Aggarwal or on the Subject Property. Binding Development Agreement City of Winter Springs - Aggarwal Pension Trust Fund 6 of 9 IN WITNESS WHEREOF, the parties have hereunto set their hands and seal on the date first above written. Witnesses: ~ Ca-v .n. e'l\ ~ c; ~ f'c. t d. Witness #1 P,rin:~ame ~~ ~~s #2 Signature V \ V\ll () COc::kell bY' Witness #2 Printed Name As to AGGARWAL t L--- C--:AND ORENZO-LUACES Ci lerk CITY OF WINTER SPRINGS, a Florida Mun" I Corporation ~~ F. BUSH, Mayor Binding Development Agreement City of Winter Springs - Aggarwal Pension Trust Fund 7 of 9 STATE OF FLORIDA COUNTY OF SEMINOLE I hereby certify that on this day, before me, an officer duly authorized to administer oaths and take acknowledgments, personally appeared KULDEEP AGGARWAL, as Trustee of the AGGARWAL PENSION TRUST FUND, known to me to be the person described in and who executed the foregoing instrument, who acknowledged betore me that he executed the samj' and 4;at I relied upon the following identification of the above-named person: KuJ eef ,':trw c../ . Witness my hand and official seal in the County and State last aforesaid this day of April 2004. NOTARY STAMP/SEAL "fS:':i.~!.ilo;;, JOSEPH BAAR h, A l~~'A"'f.\ MY COMMISSION # DO 251669 .,,~~:??"~, .. EXP A 'Wi~ \~;;;,....~~.; I ES: September 18, 2007 '~j~lf. ;;11,9fll~h\\-l' Bonded Thru Notary Public Underwriters 'i!i~~ "~ ~~ '.;j Binding Development Agreement City of Winter Springs - Aggarwal Pension Trust Fund 8 of 9 ..' .... STATE OF FLORIDA COUNTY OF SEMINOLE I hereby certify that on this day, before me, an officer duly authorized to administer oaths and take acknowledgments, personally appeared JOHN F. BUSH, Mayor of the City of Winter Springs, known to me to be the person described in and who executed the foregoing instrument, who acknowledged before me that he executed the same, and that I relied upon the following identification of the above-named person: John F. Bush Witness my hand and official seal in the County and State last aforesaid this 26thday of July ,2004. NOTARY STAMP/SEAL I&~ Notary Signature My Commission Expires: iJ"'- Debra C, Franklln . ~ . My CommiSSion D02t2I71 '\;..,..;/ Expires February 22. 2008 B'indihg Development Agreement City of Winter Springs - Aggarwal Pension Trust Fund 9 of 9 -- I ~ ~ 1I111111111~1 ~ ---1mIDllli PAno FENCING DErAIl II ;~. III 1I111111111111HIIIIIIII ~ 1YPICAI.. f/ WALL SECIION' - D r--IIID..._I......~ [!)---E!. D D D D 0 L RETAINING WALL PlAN VIEW - ::==:~::: ,._~........... r.-.:-_~\rIllPl-_Rlr ..--.---... .......... It."'~ . .~.ur . .1M1*t1- t/O:IfIIIOII. IlU In . ""'11t. ..... . ur . ... ........ . .- .. .......... . .... . _A ....,-.... II ."111/1."'._ -.&. -. - II . ....... ..., ..III-Wl" . ~... _........ .~. JIlU _......~.IU -.- AT .-.-"\ .-...... \ r' \ \ \ EXISl1NG \ \ OUT PARCEl \ \ \ 'DISCOUNT AUTO \ \ 'PARTS' ...... ~ \ .-'- ,-/ \,...0 ...... _ - - --- -- .-- - - PROPOSED SIGN NO. 1 ---- ~"..nr.un,,__.. HOlE - NO atANGE IN EXIsnNG CURB CUT LOCAne>>.lS N w E s -,,-. RECEIVED JUN 2 3 2004 CITY OF W1NTEH SPRINGS Current Planning --- . BUIUlING NarES: 1. __-.__..___ .__.........".aa .. ----.............- --.----.-- -------_......CO' SCOPE OF PROPOSED I~ 1. -17.D IF. fIfIIJI/...... t. __..-...._-. a. __._... 4. ___..... I. __... .. _......,_ _ a_a-.... CII'. PROJECT DATA: 1. ...... .. ....... a. ......... 4. ... __.. ..-- I. _.... uti. -. 17.. ".. I.-J."_'. .___ -- - -- .. 1IlIIr __ ~ - - - --.....-.---- - -........-.... -- III. :!:! BI~:IIII~ I III1 II ~ill I I cil ~ Ii if d Iii II! .. Ii .... ~ Et ~i~ Ii LI..I ~ <!l~ ~ ~ ;:! S - '1t1WP& - 4.,8 r SITE CON STR U CTI ON UTILITY COMPANIES PLANS: WINTER SPRINGS, FLORIDA SEPTIC SYSTEM: CIlY OF WINTER SPRINGS WATER: CITY OF WINTER SPRINGS ELECTRICAL POWER: PROGRESS ENERGY TELEPHONE: BELL SOUTH FIRE/POLICE: GARBAGE: CITY OF WINTER SPRINGS FLORIDA RECYCLING \\Laura\c\ACL TWIN\PROJECI'-A\03345\03345AOl.dwg, 6/8/2004 8:59:08 AM, 1:1 SEC._26_ TWP._20_ RGE._30_ LOCA liON MAP NTS PROJECT SITE THIS DEVELOPMENT PROPOSES THE ADDITION OF A 27,000 SF OFFICE BUILDING TO AN EXISTING SHOPPING PLAZA. PROJECT DIRECTORY OWNER: K.C. AGGARWAL 1056 EDMINSTON PLACE LONGWOOD, FLORIDA 32779 (407) 921-7069 ENGINEER: JOHN HERBERT AMERICAN CIVIL ENGINEERING CO. 207 N. MOSS ROAD. SUITE 211 WINTER SPRINGS. FLORIDA 32708 TEL: (407) 327-7700 FAX: (407) 327-0227 SURVEYOR: GLACE & RADCLIFFE. INC. ST. PETERSBERG & WINTER PARK, FL. LANDSCAPE ARCHITECT: GARTH A SCHWEIZER LANDSCAPE ARCHITECTS P.O. BOX 471206 LAKE MONROE, FL. 32747 (407)321- 2280 ARCHITECT: DAVID A LEETE. AlA LEETE & LEETE ARCHITECTS & PLANNERS 140 S. GRANDVlEW AVE. DAYTONA BEACH. FLORIDA 32018 (386)253-1785 PERMIT STATUS DATE DATE ISSUED EXPIRES INDEX OF SHEETS SHEET 1 2 3 4 5 6 7 8 L-1 L-2 L-3 DESCRIPTION COVER SHEET GENERAL NOTES BOUNDARY & TOPO SURVEY MASTER PLAN PAVING, GRADING, AND DRAINAGE CONSTRUCTION DETAILS CONSTRUCTION DETAILS PHOTOMETRIC PLAN LANDSCAPE PLAN IRRIGATION PLAN LANDSCAPE & IRRIGATION DETAILS RECEI' - JUN 2 3 2004 ~; I S ?,1It CITY OF WIN III< ~;I"I<INGS Currt:nt PIU(llllng AMERICAN CIVIL ENGINEERING CO. '0 1~~' j'0 ~ \) 207 N. MOSS ROAD, SUITE 211 1INTER SPRINGS, FLORIDA 32708 RECEIVetJ07) 327-7700 JUN - 9 2004 ; i ;1'; '~ .... Current Planning ._......1 EARTHWORK: 1. EXISTING TOPOGRAPHY AND CONTOURS ARE BASED ON THE SURVEY (BY GlACE & RADCUFFE, INC.). 2. GEOTECHNICAl. SERVICES HAVE BEEN PROVIDED ~ REFERENCED BELOW. At{"( CONFUCT BETWEEN INFORMATION WITHIN THE RERORT AND THESE CONSTRUCTION PLANS SHALL BE REPORTED TO THE ENGINEER UPON DISCOVERY. THE CONTRACTOR SHALL REVIEW THE BELOW REPORT PRIOR TO BIDDING. GEOTECHNICAL ENGINEER: MIKE TANNOUS ENGINEERING REPORT No.(S): DATED: 3. THE CONlRACTOR SHAlL READ AND ADHEAR TO ALL RECOMENDATlONS CONTAINED IN THE SOILS REPORT. 4. EXISTING TREES, PLANTS AND SHRUBS WHICH ARE MARKED OR DESIGNATED ~ PART OF THE LANDSCAPING SHALL BE CAREFULLY PROTECTED DURING CONSTRUCTION. WHERE TREES, PLANTS OR SHRUBS ARE ADJACENT TO THE CONSTRUCTION CARE SHAlL BE TAKEN TO PROTECT AND RESTORE THE ORIGINAL CONDmONS OF THE VEGETAION. 5. DURING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE AND PROPER SOIL EROSION CONTROL MEASURES, ~ NECESSARY. 6. ALL SITE CLEARING AND GRUBBING SHAlL BE PERFORMED IN ACCORDANE WITH SECTION 110 OF FLORIDA DEPARl'MENT OF TRANSPORTAlON STANDARD SPECIFlrATlONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDmON. 7. ALL EXCAVATION AND EMBANKMENT SHAlL BE PERFORMED IN ACCORDANCE TO WITH SECTION 120 OF THE FLORIDA DEPARTMENT Of TRANSPOTATlON STANDARD SPECIfiCATIONS FOR ROAD AND BRIDGE CONSTRUCTION. LATEST EDmON. 8. ALL flU AREAS GREATER THAN 12 INCHES IN HEIGHT SHAlL BE COMPACTED IN 12 INCH urn (MEASURE PRIOR TO COMPACTION) TO 95" MAXIMUM DENSITY PER AAS.H.T.O. T-180. 9. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED UNLESS OTHERWISE NOTED ON THESE PLANS. ALL GRASSING SHALL BE PERFORMED IN ACCOR- DANCE WITH SECTION 570 OF FLORIDA DEPARl'MENT OF TRANSPORTAlON SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDmON. 10. ALL DESIGNATED AREAS TO BE SODDED PER THE PLANS, SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 575 OF THE F.D.OJ. SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDmON. 11. THE CONTRACTOR SHAlL NOT COMPACT, STABIUZE, OR CONSTRUCT BASE COURSE WITHIN LANDSCAPE ISLANDS OR MEDIANS. 12. FINISH FLOOR ElEVATIONS ARE lYPlCALLY 6 INCHES ABOVE DESIGN FINISHED GRADE AT OUTSIDE PERIMETER OF BUILDINGS EXCEPT AT ENTRIES AND WHERE OTHERWISE SHOWN ON THE GRADING PLAN. 13. THE CONTRCATOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO CONTROL DUST, MUD AND EROSION DURING CONSTRUCTION AND SHALL PROTECT ALL ADJACENT PROPERTIES AND RIGHTS-Of-WAY FROM DAMAGE BY EROSION, SEDlMENTAlON OR OTHER POTENTIAL CONSTRUCTION RELATED CAUSES. 14. IT IS THE CONTRACTOR'S RESPONSIBITY TO DETERMINE EXISTING SITE CONDmONS Of SOIL TO DETERMINE If At{"( OFF-SITE MATERIALS WIll NEED TO BE IMPORTED TO .tCHIE.VE THE GRADES SPECIFIED ON THE PLANS. 15. ALL EXCESS FIll FROM THE SITE SHAlL BE STOCKPILED BY THE CONTRACTOR, IN A LOCATION DETERMINED BY THE OWNER OR THE OWNER'S REPRESENTATIVE AND THE ENGINEER. 16. ALL AREAS INDICATED SHALL BE COMPLETELY CLEAR OF ALL TIMBER, BRUSH, STUMPS ROOTS, GRASS, WEEDS, RUBBISH, AND ALL OTHER DEBRIS AND OBSTRUCTIONS RESTING ON OR PROTRUDING THROUGH THE SURFACE Of THE GROUND. 17. PRIOR TO BID PREPARATION, THE CONTRACTOR MUST BECOME FAMILIAR WITH THE OVERALL SITE CONDITIONS AND PERFORM ADDmONAL INVESTIGATIONS ~ DETERMINED NECESSARY TO UNDERSTAND THE UMIT AND DEPTH Of EXPECTED ORGANIC SILT PEAT AREAS, ADEQU.tCY Of EXISTING MATERIALS ~ fiLL. DEVATERING REQUIREMENTS, CLEAN fiLL REQUIRED fROM OFF-SITE AND MATERIALS TO BE DISPOSED OF OFF-SITE, ALL OF WHICH WIll AFFECT HIS PRICING. At{"( DElAY, INCONVENIENCE OR EXPENSE CAUSEDTO THE CONTRACTOR DUE TO INADEQUATE INVESTIGATION Of EXISTING CONDmONS SHALl BE INCIDENTAL TO THE CONTRACT, AND NO EXTRA COMPENSATION Will BE ALLOWED. THE MATERIALS ANTICIPATED TO BE ENCOUNTERED DURING CONSTRUCTION MAY REQUIRE DRYING PRIOR TO USE ~ BACKfiLL. AND THE CONTRACTOR MAY HAVE TO IMPORT MATERIALS, AT NO EXTRA COST, FROM OFF-SITE TO MEET THE REQUIREMENTS fOR COMPACTION AND PROPER FILL GENERAL CONSTRUCTION NOTES: 1. THE fOLLOWING GENERAL NOTES APPLY TO ALL CONSTRUCTION ~ DEPICTED ON THE SITE CONSTRUCTION PLANS. 2. ALL PROPOSED SITE CONSTRUCTION SHAlL BE PURSUANT TO INFORMATION SHOWN ON THESE PLANS ~ APPROVED BY THE CITY OF WMER SPRINGS 3. ALL CONSTRUCTION SHAlL COMPLY WITH THE APPUCABLE STATE, FEDERAL. AND LOCAL CODES. ALL NECESSARY UCENSES AND PERMITS SHAlL BE OBTAINED BY THE CONTRACTOR AT THEIR EXPENSE UNLESS PREVIOUSLY OBTAINED BY THE OWNER. IT WIll BE THE RESPONSIBIUTY Of THE CONTRACTOR TO INSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND ARE IN HAND AT THE JOB SITE PRIOR TO THE COMMENCEMENT Of CONSTRUCTION. CONTRACTOR SHALL ABIDE BY ALL CONDmoNS CONTAINED THERE IN. 4. At{"( PROPOSED FIB>> CHANGES WHICH SUBSTANTIALLY DEVIATE FROM THIS PLAN SHALL BE APPROVED BY THE CITY OF W1tm:R SPRINGS AND THE ENGINEER PRIOR TO THE CHANGE BEING MADE IN THE fiELD. 5. AI..L WORK AND MATERIALS FURNISHED SHALl BE IN REASONABLE CONFlRMITY WITH THE UNES, GRADES, GRADING SECTIONS, CROSS SECTIONS, DIMENSIONS, MATERIAL REQUIREMENTS AND TESTING REQUIREMENTS THAT ARE SPECIfiED IN THE CONTRACT, PLANS, OR SPECIfICATIONS. 6. At{"( DISCREPANCY BETWEEN THE DIMENSIONS AND MEASUREMENTS SHOWN ON THE PLANS AND THE ACTUAl. FIB>> CONDITIONS SHALl IMMEDIATELY BE BROUGHT TO THE ENGINEER'S ATIENTlON. fAILURE TO DO SO AND TO CONTINUE CONSTRUCTION SHAlL MAKE THE CONTRACTOR COMPLETELY lIABLE fOR WHATEVER ERRORS AND/ OR PROBLEMS THAT MAY SUBSEQUENTLY ARISE. 7. ALL IMPROVEMENTS SHOWN ON THESE PLANS SHALL BE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH INFORMATION SHOWN ON THESE PLANS. At{"( CONFLICTS WHICH RESULT IN CHANGES TO THE PLANS SHAlL BE BROUGHT TO THE ATIENTlON OF THE ENGINEER PRIOR TO fiELD CHANGES. MINOR ADJUST- MENTS CAUSED BY VARYING fiELD CONDmoNS, INCLUDING CHANGES AND DEPTHS OF BERMS AND SWAlES MAY BE MADE WITH THE APPROVAl. OF THE ENGINEER IF IT IS DETERMINED THAT THE BASIC DESIGN INTENT IS MET. 8. THE EXISTANCE AND LOCATION OF EXISTING UNDERGROUND UTILITIES ARE NOT GUARANTEED AND SHALl BE INVESTIGATED AND VERIfiED IN THE FIB>> BY THE CONTRACTOR PRIOR TO STARTING THE WORK. THE ENGINEER ~SUMES NO RESPONSIBlUTY FOR AfXURACY OF LOCATION Of EXISTING UTILITIES SHOWN OR NOT SHOWN ON THESE PLANS. PRIOR TO THE START OF Nff CONSTRUCTION ACTMlY IT SHALl BE THE CONTRACTORS RESPONSlBIUlY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS fOR Nff RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTlUlY. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR At{"( AND ALL COST WHICH MAY OCCUR DUE TO At{"( DAMAGES CAUSED BY THE CONTRACTOR TO EXISTING UTILITIES STRUCTURES OR PROPERlY. THE CONTRACTOR SHALL COVER THE ENTIRE COSTS OF REPAIR AND/OR REPlACEMENT Of SAID DAMAGES. 10. THE CONTRACTOR SHALl EXERCISE EXTREME CAUTION IN MEAS Of BURIED UTILITIES, AND SHALL PROVIDE AT lEAST 48 HOURS NOTICE TO THE VARIOUS UTlUlY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALlING -SUNSHINE- AT 1-800-432-4770. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING AI..L UTILITIES NOT INCLUDED IN THE "SUNSHINE- PROGRAM. 11. CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF lWO WORKING DAYS PRIOR TO EXCAVATING. MAPS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE UNES. THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR SERVICE UNES IS BY AN ON SITE INSPECTION BY THE RESPECTIVE GAS PERSONNEL THEREFORE, EXCAVATORS AM. INSTRUCTED TO TELEPHONE THE RESPECTIVE GAS COMPNff TWO WORKING DAYS BEfORE Etm:RING A CONSTRUCTION AREA. 12. ALL HORIZONTAl. LAYOUTS fOR SITE CONSTRUCTION SHALL BE BASED ON THE APPROVED PLAN AND/OR PLAT, AND PERfORMED BY QUAl.lFlED PERSONEL 13. AI..L ELEVATIONS REFER TO THE DATUM ~ INDICATED ON THE SURVEY (BY OTHERS). 14. THE CONTRACTOR SHALL TAKE CARE DURING THE CONSTRUCTION TO AVOID DISTURBING Nff EXISTING SURVEY MONUMENTS. Nf( MONUMENT DISTURBED BY THE CONTRACTOR SHALl BE RESET AT THE CONTRACTOR'S EXPENSE BY THE PROJECT SURVEYOR. 15. THE CONTRACTOR SHALL HIRE A PROFESSIONAL TESTING lABORATORY AS NECESSARY TO PERFORM ALL TESTS REQUIRED BY THIS CONSTRUCTION. 16. THE CONTRACTOR SHALL NOTIFY AMERICAN CML ENGINEERING COMPAt{"( 24 HOURS IN ADVANCE PRIOR TO At{"( TESTING AS INDICATED IN ITEM No. 15 ABOVE. 17. THE CONTRACTOR SHAlL NOTIFY ALL APPROPRIATE UTlUTY COMPANIES Of THE PROPOSED START OF WORK IN ACCORDANCE WITH THEIR STANDARD REQUIREMENTS; INCLUDING BUT NOT UMITED TO WATER, SEWER, POWER, TELEPHONE, GAS AND CABLE 1V COMPANIES. THE CONTRACTOR SHAlL COORDINATE THE INSTAl.LATION OF UNDERGROUND CONDuns PRIOR TO SUB-BASE coNSTRUCllON. 18. UPON NOTICE FROM THE CONTJCTOR THAT CONSTRUCTION IS COMPLETE AND RUDY FOR ACCEPTANCE. THE ENGINEER SHALL MAKE FINAl. INSPECTION AND NOTIFY THE CONTRACTOR AND OWNER Of ALL INCOMPLETE AND/OR DEFECTIVE WORK. THE CONTRACTOR SHALL CORRECT ALL SUCH ITEMS TO THE SATlSFATION Of THE ENGINEER AND OWNER. ALL REGULATORY. AND GOVERNMEN- TAl. AGENCIES WHICH REQUIRE FINAL INSPECTIONS SHALl HAVE BEEN CONTACTED BY THE CONTRACTOR AND HAVE INSPECTED AND APPROVED THE PROJECT PRIOR TO ACCEPTANCE BY THE OWNER. 19. THE CONTRACTOR SHALL PROVIDE COMPLETE -~-BUILT- INFORMATION TO THE ENGINEER RELATIVE TO THE LOCATION OF ALL WATER UNES, WATER SERVICES, VAl.VES, SEWER UNES, SEWER SERVICES, STORM SEWER UNES, INVERTS OF STUCTURES, FINAL RETENTION AREAS, fiNISH PAVEMENT GRADES AND CONSTRUCTION BENCH MARKS fOR VERIfiCATION. THE -~-BUILr RECORDS SHAlL BE KEPT AT THE JOB SITE AND UPDATED ~ THE PROJECT PROGRESSES ONE (1) SET Of RECORD DRAWINGS ARE TO BE PRCMDED TO THE ENGINEER. 20. THE CONTRACTOR SHALl BE RESPONSIBLE fOR THE MAINTENANCE OF ALL LANDSCAPE BUFFERS AND RETENTION AND DETENTION fACILITIES UNTIL THE WORK HAS BEEN ACCEPTED BY THE OWNER. ALL DISTURBED AREAS SHALl BE RETURNED TO THEIR ORIGINAL CONDITION. 21. THE CONTRACTOR SHAlL COMPLY WITH ALL FEDERAL. STATE AND LOCAL LAWS AND REGULATIONS CONTROLUNG POLLUTION Of THE ENVIRONMENT. 22. At{"( FUEL STORAGE AREAS SHALL HAVE PRIOR OWNERS APPROVAL AND APPROPRIATE MEASURES SHAlL BE TAKEN TO INSURE PROTECTION OF GROUNDWATER AND SOIL RESOURCES. 23. THE DESIGN AND ENGINEERING OF THIS PROJECT IS BASED ON INfORMATION SUPPUED BY OTHERS. EASEMENTS OR OTHER ENCUMBRANCES, WHICH MAY EXIST AND NOT SHOW ON THE SURVEY ARE NOT THE RESPONSABIUTY Of THE ENGINEER. 24. EXITING SOILS CONDITONS WHICH DIFFER FROM THE SOILS REPORT SHALL BE BROUGHT TO THE ATIENTlON OF THE ENGINEER AT TIME Of DISCOVERY. 25. THE CONTRACTOR Will BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND Will BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAl. OF ALL UNDERGROUND AND 18JVE GROUND STRUCTURES THAT WIll NOT BE INCORPORATED WITH THE NEW PACILITIES. SHOULD At{"( DISCREPANCIES EXIST WITH THE PLANS. THE CONTRACTOR SHALl BE RESPONSIBLE fOR CALlING THE OWNER AND REQUESTING A ClARIfiCATION OF THE PLANS PRIOR TO DEMOLITION. 26. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED, OF OFF-SITE IN ACCORDANCE WITH APPUCABLE REGULATIONS. 27. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS AT THE CONSTRUCTION SITE SAFETY. 28. WORK PERFORMED UNDER THIS CONTRACT SHAlL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS. CONTRACTOR SHALL COORDINATE AND SCHEDULE AC1M11ES, WHERE NECESSARY, WITH OTHER CONTRACTORS AND UTlUlY COMPANIES. DRAINAGE: 1. ALL DRAINAGE RELATED CONSTRUCTION SHAlL BE PERFORMED IN ACCORDANCE WITH THE CITY OF WINTER SPRINGS STANDARDS. 2. ALL DRAINAGE STRUCTURES SHAlL BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIfiCATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 3. THE foSOVE F.D.O.T. CONSTRUCTION DETAILS ARE HEREBY INCORPORATED THESE PLANS BY REFERENCE. 4. PIPE LENGTHS SHOWN REPRESENT SCALED DIMENSIONS BETWEEN CENTER- UNES Of DRAlN.AGE STRUCTURES AND FROM INVERSE Of HEADWALLS AND MITERED END SECTIONS. BIDDERS SHALl ADJUST FOR PIPE LENGTHS WHEN BIDDING MITERED END SECTIONS. 5. ALL STORMWATER DRAINAGE PIPES SHALl BE REINFORCED CONCRETE PIPE (ASTM C-76, CLASS III) OR ALUMINIZED STEEL lYPE 2 C.M.P., If ALLOWED BY LOCAL AUTHORITY. \\Laura\c\ACL lWIN\PROJECT _A\03345\03345A02.dwg. 6/8/2004 9:06: II AM. 1:20 PAVING: 1. ALL PAVEMENT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CfIY Of WINTER SPRINGS CURRENT CONSTRUCTION SPECIFICATIONS. 2. ALL PAVING SURF.tCES IN INTERSECTIONS AND ADJACENT SECTIONS SHALL BE GRADED TO DRAIN POSITI\IELY IN THE DIRECTION SHOWN BY THE FLOW ARROWS ON THE PLANS AND TO PROVIDE A SMOOTHLY TRANSmONED DRMNG SURFACE FOR VEHICLES WITH NO SHARP BREAKS IN GRADE, AND NO UNUSUALLY STEEP OR REVERSE CROSS SLOPES. APPROACHES TO INTERSECTIONS AND ENTRANCE AND EXIT GRADES TO INTERSECTIONS WILL HAVE TO BE STAKED IN THE FIELD AT DIFFERENT GRADES THAN THE CENTERUNE GRADES SHOWN ON THE PLANS. IN THESE MEAS, IT MAY ALSO BECOME ADVISABLE TO MAKE MINOR LOCAL fiB>> ADJUSTMENTS IN THE PAVEMENT GRADES TO ACCOMPUSH THE PURPOSES OUTlINED. 3. IT MAY BE NECESSARY TO fiELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES SHOWN TO BE SAVED. THE CONTRACTOR IS TO COORDINATE WITH OWNER'S ENGINEER PRIOR TO Nff ElEVATION CHANGES. 4. PRIOR TO CONSTUCTING CONCRETE PAVEMENT. THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPRfNAI.. 5. THE CONTRACTOR IS TO PROVIDE A 1/2- BITUMINOUS EXPANSION JOINT MATERIAL AT ABUTMENT OF CONCRETE AND Nf( STRUCTURE. 6. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE TO fOOT STANDARD SPECIfICATIONS 971-12 OR 971-13. PARKING STALL STRIPING TO BE 4- WIDE PAINTED WHITE STRIPES. 7. CURBING SHALL BE CONSTRUCTED WHERE NOTED ON THE CONSTRUCTION PLANS. CONCRETE FOR CURBS SHAlL BE DEPARTMENT Of TRANSPORTATION CLASS -I- CONCRETE WITH A 28-DA.Y COMPRESSION STRENGTH OF 3000 PSI. ALL CURBS SHALL HAVE SAW CUT CONTRACTION JOINTS AND SHAI.L BE CONSTRUCTED AT INlER'IALS NOT TO EXCEED 10'-0- ON CENTER. CONSTRUCTION OF CURBS SHALL BE IN CONFORMANCE WITH fOOP STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUClON (1991) SECTION 520 AND DETAILS PROVIDED ON THE CONSTRUCTION PLANS. 8. PAVEMENT MARKINGS AND SIGNAGE SHALL BE PROVIDED /tS SHOWN ON THE CONSTRUCTION PLANS AND SHALL MEET THE REQUIREMENTS OF THE OWNER/OPERATOR. SIGNAGE SHALl BE IN CONFORMANCE WITH MUTeD (LATEST EDITION). A 14 DAY PAVEMENT CURING TIME WIll BE PROVIDED PRIOR TO APPLICATION OF THE PAVEMENT MARKINGS. REFLECTIVE PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH fOOP INDEX NO. 17352. 9. A MINIMUM OF 2-WAY ONE LANE TRAFFIC SHALl BE MA\lNTAlNED IN THE WORK SITE AREA. ALL CONSTRUCTION WMNING SIGNAGE SHALL BE IN PlACE PRIOR TO COMMENCEMENT OF CONSTRUCTION AND BE MAINTAINED THROUGHOUT CONSTRUCTION. ACCESS SHALL BE CONTINUOUSLY MAINTAINED fOR ALL PROPERTY OWNERS SURROUNDING THE WORK MEA. UGHTED WARNING DEVICES ARE TO BE OPERATIONAl. PRIIOR TO DUSK EACH NIGHT DURING CONSTRUCTION. PAVING SPECIFlCATIONS - ASPHALT SUR~FACE/UMEROCK BASE: 1. SPECIfiCATIONS FOR THE PMKING AREA AND DRIVES M ~ FOLLOWS: SUB-BASE REQUIREMENTS: fOR UMEROCK BASE A). COMPACT TO 95" OF MSHTO T-180 FOR TOP 1:i- AND STAB. TOP 6- B). STABIUZE TOP 6- TO 50 PSI FLORIDA BEARING V~UE UNDER CURBS. BASE REQUIREMENTS: UMEROCK THICKNESS · 8- A). COMP.tCTED TO 951 OF MAX. DENSITY ~ DETERMIINED BY MSHTO T-180 SURFACE COURSE: 1.50- fOOT ~PHAl.T CONCRETE lYPE S-1 PA~:~c?fI~:Jflr~~Op~;~~~ ~R~~~~S~I~o~~~:ENT BASE SUB-BASE REQUIREMENTS: fOR SOIL CEMENT BASE A). COMPACT TO 95" OF MSHTO T -180 FOR TOP 112- B). STABIUZE TOP 6- TO 50 PSI FLORIDA BEARING VfAl..UE UNDER CURBS. BASE REQUIREMENTS: SOIL catENT THICKNESS · 6- A). COMPACTED TO 95" OF MAX. DENSITY ~ DETERlMINED BY MSHTO T-180 SURFACE COURSE: 1.50- fOOT ~Ptw.T CONCRETE 1YPE S-1 1. EROSION CONTROL PLAN - Nf( MODIFICATIONS TO THIS PLAN MUST BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REPRESENTING THE CONTRACTOR. THE MODIfiCATIONS MUST BE APPROVED BY THE DEPT. AND THE PERMITTING AGENCY. NO CONTRACT DELAYS 'lftLl BE ALLOWED FOR SUCH MODIFICATIONS OR APPROVALS. 2. OUTFALL PROTECTION - PROJECT PIPE OR DITCH DISICHMGES INTO OFF- SITE OUlfALLS SHALl BE INSPECTED DAILY FOR POSSIBLE SEDIMENT BUILD- UP OR TRANSPORT. OUTFALlS SHALL BE PROTECTED THROUGH USE Of EtMRONMENTAI. CONTROL FEATURES ~ NECESSARY 11'0 CONTAIN Nff SEDlI- MENT LOSS TO THE IMMEDIATE MEA. OF THE PROJECT. Nf'( SEDIMENT BUILDUP OR TRANSPORT OFF-SITE SHALl BE THE CO>NTRACTOR'S RESPONSI- B1UlY TO REMEDY. THE CONTRACTOR SHALL USE 1fIPROPRIATE FEATURES ~ DIRECTED BY THE PROJECT ENGINEER FOR OUTFAll. IPROTECTlON. 3. SLOPE PROTECTION - Nf( DISTURBED OR REWORKED' SLOPES 3:1 OR GREATER SHALL BE ADEQUATELY PROTECDTED FROM EROSION THROUGH THE USE Of TEt.tPORARY SODDING UNTIL PERMANENtLy STABIUZED SUCH SLOPES SHALL NOT BE LEFT UNPROTECTED t.4O)RE THAN 24 HOURS OR DURING RAINfALL EVENTS. 4. HAY BALES - THESE SHALL BE PlACED AT THE BASE OF Nff SlPE WHER A RAINFALL EVENT COULD ERODE A SLOPE AND TRANSF'ORT SEDIMENTS OFF- SITE. BALES SHALl BE DOUBLE STAKED IN ACCORDANCE WITH STANDARDS INDEXES. IF EROSION DEPOSns REACH THE TOP ELEVATION OF EXISTING BALES, THEN SEDIMENTS SHOULD BE REMOVED, Nf'( DAMAGED OR INEf- FEcTVE BALES ARE TO BE REPlACED WITH NEW ONES. THE LOCATION OF HAY BALES INSTALLATION SHALL BE ~ DIRECTED BY 1lfE PROJECT MANAGER. 5. A. eACK OF SIDEWALK OR MEDIAN INLETS - THESE: SHALL BE PROTECTED FROM SEDIMENT INTAKE UNTIL PROJECT IS COMPLElE. ELEVATION OF GROUND OUTSIDE INLET TOP SHALl NOT BE HIGHER THAN INLET TOP. HAY BALES SHAlL BE INSTALLED AROUND INLET TOP. A SECOOID ROW OF BALES SHALL BE PLACED AROUND INLET APPROXIMATn.Y 4 - OUT$lDE RRST ROW. BETWEEN ROWS THERE SHALL BE A DEPRESSIONS TO ACT /tS A SEDIMENT BASIN. COMPLETED INLETS IN PAVED AREAS SHALl ALSO BE: PROTECTED WITH A SINGLE UNE Of BALES TO PREVENT SEDIMENT INTAKE fROM I onn ARfJS. B. CURB INTAKES - THESE INLETS SHALl BE PROlIECTED FROM SEDIMENT INTAKE UNTIL THE PROJECT IS COMPLETE. A SILT FENCE (lYPE III) SHALL BE PLACED AROUND THE PERIMETER OF THE INLET 10PENING IMMEDIATELY ADJACENT TO THE EOOE Of THE INLET. ALL EXPOSIED SlPEO MATERIAL AO.W:ENT TO INLET SHALL BE COVERED WITH EROSION CONTR<OL MATTING WITH OUTER UMITS PROTECTED BY A SINGLE ROW Of HAY BAI.E$. 6. STOCKPILED MATERIALS - THIS MATERIAl. SHAlL HOlT BE LEFT IN EROSION PRONE AREAS UNLESS PROTECTED BY COVER OR HlAY BALES. 7. DAILY INSPECTION - Of ALL EROSION CONTROL t.fJASURES AND CONDmON Of ADJACENT PROPERTIES SHALL BE PERFORMED ~ lHE CONTRACTOR REPRESENTATIVE AND THE ENGINEER OF RECORD. IDEFCIENCIES SHALl BE NOTED AND CORRECTED, OR AT THE DIRECTION Of THE ENGINEER Of RECORD. PAVING SPECIFlCATlONS -CONCRETE 1. SPECifiCATIONS FOR THE PMKlNG MEA AND ORMES ME ~ FOllOWS: SUB-BASE REQUIREMENTS fOR: CONCRETE PAVEMIENT A). COMPACT TO 95" OF MSHTO T-180 FOR TOfP 1t AND STAB. TOP 6- B). STABlUZE TOP 6- TO 75 PSI flORIDA BEARINCG VALUE. BASE REQUIREMENTS: (N/A. SEE ABOVE) PA\lEt.tENT: 5.00- OF 3000 PSI CONCRETE WITH 6-6X1o-10 WYf (AUTOMOTIVE MEAS) (UGHT BROOM fINISH ac SAW CUT 3/4- CONTROL .JOINTS AT 10' GRIDS) EROSION CONTROL: 1. APPROVED EROSION AND SEDIMENT CONTROL MEASURES SHAlL BE INSTALLED PRIOR TO Nf( CLEARING, GRADING, EXCAVATION, FlWNG OR OTHER LAND DISTURBlING ACTMTIES, EXCEPT THOSE OPERATIONS NEEDED TO INSTALL SUCH MEASURES OR UNDERGROUND UTlUTlES INSTAI.1ATlONS. 2. DURING CONSTRUCTON, THE CONTRACTOR SHAlL TAKE ALL REASONABLE MEASURES TO INSURE AGAINST POLLUTING, SILTING OR DISTURBING TO SUCH AN EXTENT ~ TO CAUSE AN INCREASE IN TURBIDITY TO THE EXISTING DRAINAGE SVSTEM AND ADJACENT WATER BODIES AND WETl.>>lDS. THE CONTRACTOR SHAlL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS RElATED TO SUCH MEASURES. METHODS MAY INCLUDE BUT ARE NOT UMITED TO, FLOATING SILT BARRIERS, SEDIMENTATION BASINS. SEDIMENT CHECK DAMS, SILT FENCES, HAY BAILS. THE MEASURES SHOWN ON THESE PLANS SHAlL BE CONSIDERED MINIMUM AND SHAlL NOT DEVIATE THE CONTRACTOR fROM THE RESPONSIBILTY TO IMPLEMENT At{"( MEASURES NECESSARY TO PROVIDE PROTECTION, EROSION, SEDIMENTATION AND TURBIDITY. 3. SEDIMENT AND EROSION CONTROL MEASURES SHALl BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE MANUAL FOR EROSION CONTROL (LATEST EDmON). 4. SEDIMENT AND EROSION CONTROL MEASURES SHAlL BE INSPECTED DAILY BY THE CONTRACTOR AND NEEDED REPAIRS OR MAlNTNANCE SHALL BE COMPLETED BEFORE WORK STOP fOR THE DAY. 5. TEMOPORARY SEDIMENT TRAPS ARE ACCEPTABLE ~ LONG ~ THE INLET IS PROPERLY SCREENED WITH HAY BALES AND LOW ENOUGH IN aEVATlON FOR RUNOFF TO ENTER THE STRUCTURE. 6. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALl BE CONTINUOUSLY MAINTAINED BY THE CONTRACTOR DURING THE CONSTRUCTION PHASE OF THIS PROJECT UNTIL AfXEPTED BY THE OWNER. 7. FAILURE TO PROPERLY INSTALL AND MAINTAIN EROSION CONTROL PRACTICES COULD RESULT IN CONSTRUCTION BEING HALTED. 8. SEDIMENT BARRIERS SHALl MEET D.O.T STANDARDS. 9. EROSION CONTROL MEASURES WIll BE MAlNTEAlNED AT AI..L TIMES. ADDmONAL EROSION AND SEDIMENT CONTROL MEASURES WIll BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION BY THE ENGINEER OF RECORD. 10. ALL SEEDING FOR TEMPORARY STABIUZATlON SHALL BE DONE ~ EACH AREA IS MADE READY. CONSTRUCTION SEQUENCE TO MINIMIZE EROSION AND SEDIMENTATION AT STORM- WATER DISCHARGE POINTS: A. CONTRACTOR TO INSTALL FOOT lYPE II SILT FENCES AT SITE DISCHARGE POINTS. B. CONTRACTOR TO CONSTRUCT POND AND CONNECTING DRAINAGE AND OUTFALL PIPES AT INrrw. STAGES OF CONSTRUCTION. C. AI..L GRADING OPERATIONS SHALl BE PERFORMED WITHOUT DELAY OR PAUSE (CONTINUOUS OPERATION) UNTIL PROPOSED GRADES ARE MET. ALL EXPOSED EARTH SHALL BE SEEDED AND MULCHED OR SODDED SOON AFTER GRADING IS COMPLETED. DRY POND c!c SWALE RETENTION AREAS: 1. THE CONTRACTOR SHAlL INSPECT ALL EROSION AND SEDIMENT CONTROL SYSTEMS FOR CONFORMANCE WITH THE SITE CONSTRUCTIONS PLANS AND fIELD CHANGES. BANKS AND SLOPES OF RETENTION PONDS SHALL ALSO BE CHECKED AFTER RAINFALL EVENTS FOR EROSION PROBLEMS. 2. THE CONTRACTOR SHAlL REPAIR ALL EROSION AND SEDIMENT CONTROL SYSTEMS ~ REQUIRED FOR CONTINUED FUNCTION. RE -GRADE If REQUIRED, TO MAINTAIN DESIGN CONfiGURATION. ADD SOD AND SILT FENCES ~ REQUIRED TO PREVENT SILTATION FROM EXmNG THE SITE. 3. MOW RETNTION ARfJS REGUlARLY TO MAINTAIN WEED AND OVERGROWTH CONTROL 4. INSPECT RETENTION MEAS PERIODICALLY FOR ACCUMULATION OF DEBRIS AND TRASH. PROPERLY DISPOSE OF ALL DEBRIS AND TRASH IN RETENTION MEAS AND CONVEYANCE SWALES. 5. n~~<fu~[ENTlON MEA BOTTOMS FOR DEPOSITS Of SAND AND/OR SILT 6. PERCOLATION PERFORMANCE SHAlL BE EVALUATED YEARLY fOR EACH DRY RETENTION ARE. THE RETENTION MEAS SHALl PERCOLATE STORED WATER WITHIN 72 HOURS OF THE END OF THE DESIGN RAINFALL EVENT. BOTTOM MAlNTNANCE SHALL BE PERFORMED ~ REQUIRED BY EXERCISING THE FOLLOWING PROCEDURE: A. REMOVE 4 TO 6 INCHES OF RETENTION MEA BOTTOM MATERIAl. AND SCARIFY EXCAVATED BOTTOM. B. REPLACE EXCAVATED MATERIAl. WITH CLEAN SAND MATERIAL TO DESIGN GRADE AND SEED AND MULCH PER ORIGINAl. DESIGN. I -w~. 1, ALL LOCAl., STATE AND FEDERAl. ORDINANCES, POLICIES AND OR OTHER REGULATIONS REGARDING TEMPORARY BARRICADES, UGHTS, SIGNALS, SIGNAGE, ETC., SHALL BE THE RESPONSlBlLTY Of THE CONTRACTOR. SAFE AND CONVENIENT MEANS OF ACCESS AND EGRESS TO ALL PARTS OF THE PROJECT SHALl BE MAINTAINED BY THE CONTRACTOR. 2. PRIOR TO COMMENCING WORK THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL BARRICADES. WMNING SIGNS, AND MARKINGS fOR HAZARDS AND THE CONTROL Of TRAFfIC IN REASONABLE CONFORMITY WITH THE MANUAL OF UNIFORM TRAFfIC CONTROL DEVICES FOR STREETS AND HIGHWAYS OR ~ DIRECTED BY THE FOOT ac WMER SPRINGS TRAFfIC ENGINEER SUCH ~ TO EFFECTIVELY PREVENT ACCIDENTS IN ALL PlACES WHERE THE WORK CAUSES OBSTRUCTIONS TO THE NORt.tAL TRAFFIC OR CONSTITUTES IN Nff WAY A HAZARD TO THE PUBLIC. 3. THE CONTRACTOR SHALL CONTROL HIS OPERATIONS AND THOSE Of HIS SUBCONTRACTORS AND ALL SUPPLERS, TO ASSURE THE lEAST INCONVIENENCE TO THE TRAVEUNG PUBUC. THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED MOVEMENT OF VEHICUlAR TRAFFIC AND SHALl UMIT HIS OPERATIONS FOR THE SAFETY AND CONVENIENCE OF THE TRAVEUNG PUBUC. UNDER ALL CIRCUMSTANCES, SAFETY SHAlL BE THE MOST IMPORTANT CONSIDERATION. 4. THE CONTRACTOR SHAlL COMPLY WITH ALL LEGAL LOAD RESTRICTIONS IN THE HAUUNG OF MATERIALS IN PUBUC ROADS BEYOND THE UMITS Of THE WORK. A SPECIAL PERMIT WIll NOT REUEVE THE CONTRACTOR Of lIABlUTY FOR THE DAMAGE WHICH MAY RESULT FROM THE MOVING OF MATERIAL AND EQUIPMENT. 5. ALL STRIPING SHALL BE THERMOPlASTIC AND SHALl MEET THE REQUIREMENTS Of fOOT SPECIfiCATIONS AND SUPPLEMENTS. 6. REPlECTIVE PAVEMENT MARKERS SHAlL MEET THE REQUIREMENTS Of fOOT SPECIFICATIONS AND SUPPl..EMENTS. 7. ALL SIGNS WITHIN fOOT RIGHT-OF-WAY SHALl MEET THE REQUIREMENTS OF fOOT SPECIFICATIONS AND SUPPLEMENTS. 8. REFLECTIVE PAVEMENT MARKERS SHALL BE PlACED IN ACCORDANCE WITH fOOT STANDARD INDEX NO. 17346 9. STRIPING WITHIN fOOT RIGHT-OF-WAY SHALL BE PlACED IN ACCORDANCE WITH fOOT STANDARD INDEX NO. 17346. 10. SIGNS WITHIN fOOT RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH fOOT STANDARD INDEX NO. 11860 AND SHALL BE PlACED IN ACCOR~CE WITH FOOT STANDARD INDEX NO. 17302. 11. SIGNING AND STRIPING WITHIN FOOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE MANUAl.. ON UNIFORM TRAFfIC CONTROL DEVICES (MUTCD). 12. AI..L WORK PERFORMED WITHIN THE FLORIDA. DEPARTMENT Of TRANSPORTATION RIGHT-Of-WAY SHALl CONfORM TO: A.) FLORIDA DEPARl'MENT OF TRANSPORTATION STANDARD SPECIfiCATIONS FOR ROAD AND BRIDGE CONSTRUCTION (1991). B.) FLORIDA DEPARl'MENT Of TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS CONSTRUCTION, MAINTENANCE AND UTlUTY OPERATIONS FOR STREETS AND HIGHWAYS ON STATE MAINTAINED SYSTEMS. (JAN, 95') (AI<k STANDARD INDEX). COMPLIANCE WITH AI..L APPLICABLE INDICES IS REQUIRED. 13. THE MAINTENANCE OF TRAFfIC IS TO BE PER fOOT INDEX NO. 600 AND NO. 623. UNDERGROUND UTI UTI ES: 1. THE ENGINEER RESERVES THE RIGHT TO REQUIRE THE CONTRACTOR TO UNCOVER RETEST AND/OR PERfORM At{"( ACTION NECESSARY TO ENSURE THAT THE ' IMPROVEMENTS HAVE BEEN CO~UCTED IN ACCOR~CE WITH THE PLANS AND SPECIfICATIONS. 2. THE CONTRACTOR SHALl COORDINATE ALL BACKfill OPERATIONS WITH THE PROJECT SOILS ENGINEER AND SUBMIT TEST REPORTS TO ENGINEER PRIOR TO BEGINNING WORK ON THE NEXT ITEM OF WORK, I.E. SUBGRADE PRIOR TO CURB. 3. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY AI..L OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (90-96, LAWS OF fLORIDA). At{"( MATERIAl., CONSTRUCTION METHODS, OR MATERIAl. COST TO COMPLY WITH THESE LAWS SHAlL BE INCIDENTAL TO THE CONTRACT. 4. ALL WORK SHAlL SHALL BE OPEN TO AND SUBJECT TO INSPECTION. 5. THE CONTRACTOR SHAlL COORDINATE THE INSTAl.LATlONS OF UTlUTY CONDUITS (SLEEVES) UNDER PAVED AREAS WITH EACH UTlUlY COMPNff PRIOR TO BASE INSTAl.LATlON. 6. ALL DEWATERING COSTS ~SOCIATED WITH THE INSTAI.1ATlON AND CONSTRUCTION OF THE UNDERGROUND UTILITIES; STORMWATER PIPES AND MANHOLES; SANITARY SEWER MAINS, FORCE MAINS, MANHOLES, AND un STATIONS; AND STORMWATER MANAGEMENT SYSTEMS SHALL BE INCLUDED ~ PART OF THE CONSTRUCTION BID COSTS. SANITARY SEWER SYSTEM: 1. ALL SEWER COLlECTION SYSTEM RElATED ITEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF Wltm:R SPRINGS STANDARDS, THE FLORIDA DEPARTMENT OF ENVIRONMENTAl. PROTECTION, AND HEALTH DEPT. REQUIREMENTS. 2. If UNSUITABLE MATERIAL IN THE VICINITY OF SANITARY SEWER UNES ARE FOUND DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHO WIll DIRECT THE CONTRACTOR TO REMM THE UNSUITABLE MATERIAL AND PREPARE THE TRENCH AND INSTALL THE SEWER UNES IN ACCORDANCE WITH ASTM 0-2321, 3. ALL SANITARY SEWER MAINS AND LATERALS WITH IN THE R.O.W. SHAlL HAVE A MINIMUM OF 36 INCHES OF COVER. 4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING UNES OR APPURTENANCES, THE CONTRACTOR SHAlL VERIFY LOCATION AND ElEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF At{"( CONFUCTS OR DISCREPANCIES. 5. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING. 6. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTlUlY RECORD DRAWINGS SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYER. THE RECORD DRAWINGS SHALl SHOW FINAL GRADES AND LOCATIONS ON ALL SANITARY SEWER MAINS AND SERVICES. THE CONTRACTOR SHALl PROVIDE 3 COPIES OF THE CERTIfiED RECORD DRAWINGS TO THE ENGINGEER. 7. THE CONTRACTOR SHAlL PERFORM AN INflLTRATlON/EXflLTRATlON TEST ON ALL GRAVITY SEWES IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION. SAID TESTS ME TO BE CERTIFIED BY THE ENGINEER Of RECORD AND SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAl.. COORDINATION AND NOTlRCATION Of ALL PARTIES IS THE CONTRACTOR'S RESPONSIBlUTY. 8. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CERTIfiED BY THE ENGINEER Of RECORD AND SUBMIITED TO THE REGULATORY AGENCY fOR APPROVAL COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSlBlUlY. WATER DISTRIBUTION: 1. ALL WATER DISTRIBUTION SYSTEM RElATED ITEMS SHAlL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF W1tm:R SPRINGS UTILITIES REQUIREMENTS, FLORIDA DEPT. OF ENVlIRONMENTAL PROTECTION, AND HEALTH DEPT. REQUIREMENTS. 2. ALL MATERIALS FURNISHED BY THE CONTRACTOR UNDER THIS SECTION SHALL BE NEW, HIGH GRADE AND FREE fROM DEFECTS. 3. PRESSURE AND LEAKAGE TESTS FOR NEWLY-INSTALLED WATER DISTRIBUTION SYSTEM PRESSURE PIPES AND APPURTENANCES SHALL BE PERfORMED IN CONFORMANCE WITH CITY AND FDEP STANDARDS. 4. ALL WATER UNES SHALl BE INSTALLED IN A DRY TRENCH. 5. P~URE AND LEAKAGE TESTS FOR NEWLY-INSTALLED WATER DISTRIBUTION SYSTEM PRESSURE PIPES AND APPURTENANCES SHALL BE PERFORMED IN CONFORMANCE WITH CITY, AND fOEP STANDMDS. POTABLE WATER TEST PRESSURES SHALL BE 150 PSI; DURATION OF TESTS IS TO BE 2 HOURS. TESTS TO BE CONDUCTED PURSUANT TO AWWA C600 tlUCTILE IRON PIPE AND 90" OF THAT ALLOWABLE LEAKAGE FOR PVC PIPE. 6. DISINFECT POTABLE WATER MAINS IN ACCORDANCE WITH AWWA C651 STANDARD PROCEDURES FOR DISINFECTING WATER MAINS. 7. ALL PVC PIPE MUST BEAR THE NSF LOGO fOR POTABLE WATER USE. ~. PRIOR TO THE CONNECTION TO At{"( EXISTING MAIN, THE PROPOSED WATER t:t~ ~~ BE DISINFECTED. HAVE ENGINEER APPROVED PRESSURE TESTING REQUIREM~ CLEARANCE. REFER TO FDEP PERMIT FOR At{"( ADDmONAL 9. THE WATER SHALl BE INSTALLED AS NOTED ON THE PLANS. WHERE APPUCABLE, A LATERAL SEPARATION OF AT LEAST 10' SHALL BE MAINTAINED BETWEEN WATER AND SEWER UNES. WHEN WATER AND SEWER UNES CROSS WITH LESS THAN AN 18- VERTICAL SEPARATION, THE PVC SEWER UNE SHAlL BE ENCASED IN CONCRETE OR DUCTILE IRON PIPE USED IN UEU OF PVC PIPE FOR A DISTANCE OF 10' EITHER SIDE Of THE CROSSING. DEMOUTION: 1, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND UCENSES FOR PERFORMING THE DEMOLITION WORK AND stW.L FURNISH A COP'( OF SNtiE TO THE ENGINEER PRIOR TO COMMENCING THE WORK. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE PERMns. 2. THE CONTRACTOR SHALL MODIFY ALL UTlUTY COMPANIES OR LOCAL AUTHORmES FURNISHING GAS, WATER, ELECTRICAL, mEPHONE, OR SEWER SERVICE. SO THEY CAN REMOVE, RELOCATE, DISCONNECT, CAP OR PLUG THEIR EQUIPMENT IN ORDER TO f.tCIUTATE DEMOLITION. 3. THE CONTRACTOR SHALL PROTECT ALL UTILITIES AND OTHER IMPROVEMENTS SHOWN ON THESE PLANS AND ALL OTHER UTILITIES AND OTHER IMR<1IEMENT NOT SHOWN. THE CONTRACTOR SHALL ASSUME ALL RESPONSlBIUTY FOR REPAIRS Of UTlUTlES AND OTHER IMPROVEMENTS DAMAGED DURING CONSTRUCTION AND SHALL MAINTAIN SUffiCIENT PROTECTION TO ALL UTILITIES REQUIRED TO PROTECT THEM FROM DAMAGE AND TO PROTECT THE PUBUC DURING. CONSTRUCTION. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION Of ALL TREES, STRUCTURES, AND UTILITIES NOT MARKED fOR REMOVAL OR DEMOLITION AND SHALl PROMPTLY REPAIR At{"( DAMAGE IS DIRECTED BY THE ENGINEER AT NO COST TO THE OWNER. 5. THE CONTRACTOR TO REMOVE ALL BUILDING STRUCTURES MARKED fOR DEMOUTION WHICH INCLUDES ALL FOOTERS ~SOCIATED WITH THE STRUCTURE, WATER UNES TO THE METER LOCATION, LATERALS TO THE RIGHT-Of-WAY UNE (CAP PRIOR TO BACKfilliNG THE TRENCH), AND ALL UNDERGROUND ELECTRICAL WIRING NOT ~SOCIATED WITH THE APPROPRIATE POWER COMPANY. 6. THE CONTRACTOR TO REMOVE ALL PAVING MARKED fOR DEMOLITION WHICH INCLUDES ALL ASPtw.T. CONCRETE. BASE, AND RETAINING WALLS (INCLUDING THE FOOTERS). 7. THE CONTRACTOR TO REMOVE ALL TREES MARKED FOR REMOVAL WHICH INCLUDES THE ROOTS ASSOCIATED WITH THE TREE. THE TREES NOT MARKED FOR REMOVAL SHALL BE PROTECTED IN ACCORDANCE WITH THE LAKE COUNTY REGULATIONS. 8. THE CONTRACTOR TO REMOVE ALL UNSALVAGABLE MATERIALS AND YARD WASTE FROM THE SITE IMMEDIATELY AND DISPOSE OF IN ACCORDANCE WITH ALL APPUCABLE FEDERAL. STATE, AND LOCAL REGUlATIONS. 9. THE CONTRACTOR SHALL SAW-CUT A SMOOTH STAlGHT EDGE ON At{"( PAVEMENT PROPOSED FOR DEMOLITION PRIOR TO ITS REMCWAl.. PRIOR TO CONNECTING PROPOSED PAVEMENT, THE CONTRACTOR SHALL ENSURE THAT THE EDGE OF THE EXISTING PAVEMENT IS STRAIGHT AND UNifORM. I~~ ~ ~ 8~ ~~ s ! m ~ li~1 ; ~ ~ I ~ ~li!m~ Iii ". . =l2aI. . i; G i IbU II ~ I I I ~ il y i~ . 8 ~o~ t-I U ~~ :> -~ G c..? I~ z i2~ ~ ~ ~_i -.&.t Pi1 ~ 8 8~~~ ~ z ~- r_' t-I [5;!r- ~O~~ ~ Z iR! < :z; ~~ ~ (f) q: Z ~ 0 ~ () t-... c5 Li: - ~ 0::: (.) ~ W 0.. (f) .. a: en c=d C) z (f) ~ 0::: 0- W en b 0::: Z ~ I=! z --l ~ ~ W Z q: W C) -...I ;::! S DATE;JUN 0 8 ZOO. SAEIDl 1. DURING THE CONSTRUCTION AND/ OR MAINTENANCE Of THIS PROJECT. ALL SAFETY REGULATIONS ME TO BE ENFORCED BY THE CONTRACTOR. THE CONTRACTOR OR HIS REPRESENTATIVE SHALl BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVEUNG PUBUC AND THE SAFETY OF HIS PERSONNa LABOR SAFETY REGULATIONS SHAlL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAl. REGISTER OF THE DEPARTMENT OF TRANSPORTATION. 2. THE MINIMUM STANDARDS ~ SET FORTH IN THE CURRENT EDmON OF THE STATE OF FLORIDA. MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAlNTENACE AND UTlUTY OPERATIONS: SHALL BE FOllOWED IN THE DESIGN APPUCAT\ON, INSTAI.1ATION, MAINTENANCE, AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES, AND BARRIERS NECESSARY TO PROTECT UMITS. 3. ALL TRAFlC CONTROL MARKINGS AND DEVICES SHALl CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE US. DEPARTMENT OF TRANSPORTATION FEDERAl.. HIGHWAY ADMINISTRATION. 4. lABOR SAFETY REGULATIONS SHALL CONfORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAl. REGISTER OF THE DEPARTMENT OF TRANSPORTATION. 5. IT SHAlL BE THE SOLE RESPONSIIUTY OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL APUCABLE SAFETY REGULATIONS. THE 18JVE INfORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INfORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER WIll INSPECT AND/OR ENfORCE SAFETY REGULATIONS. 1. Automatic fire sprinkler systems sholl be Installed to the specifications of NFPA 13 Standard for the Installation of sprinkler systems, most recent edition adopted by the State of Florida NFPA 130, standard for the InstallOtlon of sprinkler systems in one-and two-family dwellings ' and manufactured homes, most recent edition adopted by the State of Florida, and NFPA 13R, Standard for the Installation of sprinkler systems In residential occupancies up to and Including four (4) stories In height, most recent edition adopted by the State of florida. 2. All buUdings equipped with automatic sprinkler systems shan be required to hove such systems monitored by 0 centrol station monitoring company Installed to the specifICations of NfPA 72, National FIre Alarm Code, most recent edition adopted by the state of Florida. 3. All automatic fire sprinkler systems shall be required to hove such systems Inspected, tested and maintained to the specifications of NFPA 25, Standard for ~ .Inspectlon, maintenance and testing of water based fire protection systems, most recent edItion adopted by the state of Rorida. A copy of each inspection report sholl be furnished to the fire marshal's office. HERBERT. P.E. 39505 SHErr: 2 or:. 8 ! ~ I ' "," ," ..........-- AF '8"lIe _...~.- " ~ TYP\CAL HANO\CAP PARK\NG N.T.S. ,,'ATER NOLES -.....------- :a . HATER PI PE "SHAhL BE PVC, PR 20(>. SOR 2' NSF~PW SEAL REQ'O. fl'llNGS SHALL&BE CAST IRON MEC..tA'HCAL J~'INT CEMENT LINED. . 5 1 12 " M IN. FIRE H'ORANTS SHALL BE VALVE OPEUING. BE IS" FROM" FINISH GRADE 1-0 NOZZLE AND BE PAINTED ANr LOCATED lN AGCORDANCE WITH LOCAL fJR~ DEPARTMENT REGULATIONS. ALL WORK AND MATERIALS SHALL SAT- ISFY APPLICABLE REQUIREMENTS OF NORTH ORLANOO WATER & SEWER CO. AND CITY OF WINTER SPRJNGS. 1. . J. AS-BUILT INFORMATION SHALL BE RE- CORDED AND SUBMITTED TO ENGINEER. OCATED IN CURBED ISLANDS FIRE HYDRANTS SHt~L 4~EsiEEL POSTS SECURELY AN- OR PROTECTED BY ~ CHORED IN THE PAVEMENT. . 6 . ALL VALVE BOXES ARE CAST IRON. SEWER NolE S_ - -" --..---- It . 5. 1 ; 4~..... ........ ...... ....... 'l . t"PE {S PVC !).STt1 30:;4 SOR 35. T AST',A rOArED MANHO~ES ,.WE PP.E~AS '" \> INSIDE. ,_~RAME ~ND C0VER USF 175. .,.___- ALL WORK AND MATER}.\LS SHALL S~T- ISF~ APPLICABLE REQUIREMENTS Of NORTH ORLANDO WATER & SEWER CO. AND CITY OF WIHTER SPRINGS. .' 3 . . It . AS-ButLT INFORMATION SHALL BE RE- CORDED AND SUBMITTED TO ENGINEER. !;. ANY DELETERIOUS MATERIAL FOUND IN TRENCH- ING FOR INSTALLATION OF WAfER OR SEWER PIPES SHALL BE REMOVED AND REPLACED D STONE GENERALLY AS SHOWN 6~THFI~~~~H~_1 OF THE SPECIFICATIONS. STONE . SHALL BE PLACED BELOW PIPE, ABOVE PIPE SHALL BE BACKFILLED WITH CLEAN SAND. '- p.c" I - r<l <ct' N en " 0:1 I .."-' .' ..- . ~. .... Jt. , . tl.u~TO ,,-.. ,......... ,~8 EXISTING M.H .... ~O . ~ ~ .... ~ o. 4t!J C~6A,qANCe ~ {J €t..., .37. 4tS pRO~ /N. Te RNATe ;; e/f/Sr 10 ~,.,~/TA" . . I' 'l1 SeNe/f 64SC/'1eNT~ ",13 /I.) SOIL PREPARPTION NOTES ~-. __30" RCP HI .3 ~" WALt.. DRAINAGE PIPE ~LlERNATG The entire construction site, including a minimum margin of five feet bey~nd the perimeter of all build:i "g" park1ng and driVeWay_areas..shou1d-bed-clearcd-and .-- . -' p------------ --------.- stripped to rell',~ve all existing vegetatl.on and other deleterious material. , oL. ,...-0 ~LL()lED ..- ..-" , . ..... .---' - ...-.- . SHOWN 30'. RCP :, 3 " X 2 7' C 5 P A U I, "I U_~i!J:!Q}? _ COA T E~, - I, 2" CSP B nur-1I WlJS COATED lf2!! RCP The stripped areas should be leveled and then compacted by Deans of a ~arge self- propelled vibratory roller wh1ch has a minimum static weight of 12,000 ~ound~ and is capable of exerting a min1mum 1mpact energy of 20,000 poinds (i.e. DYNAPA~ CA-15 or equivalent). A sufficient number of overlapping passes should be made by the vibratory roller across the stripped areas so as to ~o~pact the Jnderlying natural soils to a m1nl.mum. density equivalent to 95.0 percent of the1r Modified proctor Maximum Density (AASHTO T-180) as tested for a minimum depth of three feet below the compacted surface. All building and pavement areas which fal~ within the areas containing surface or?an~cs should be demucked from beneat~ the b~1~dl.ng and pavement structures includ1ng a m1n1mum margin of five feet outside the perimeter of such structures and backfilled with clean fine sands and compacted as described below. All fill required to elevate the building and/or pavement areas to their ~esignated finished sub-grades should cons1st o~ clean. granular soils and should be placed l.nlevGl lifts not to exceed 15 inches loose and be compacted as described above. A Soil En~i~eer from Jammal & ~ssociates, Inc. or his designated representative, should inspect and test all compacted surface~ to . assure that the natural in-place ~nd f1ll s01ls are properly densified as specified above. ,-. - -- .------ 2. CROSSING PIPELINE N.T.S. .srR/P65 (7YR) ) ~/ ~Q \ \ 3. \ \ \ / \ y , ',------- \ -------0 ~ 4. HYDRANT PROTECTION NT.S. 5. ,rH' 4 R'/~ 4.4..8 .," /NV' ~8. 99 t;i"/NV?O,e 6. -- , I ".....- ~,- r M'H.6=-7'.,\.A, 1 ,RI'~ fII<f?.O I ' , \ _:~':' ~:::. ; - bt r -' II I @-O 40 :<--j- ....... , .M.......... TYPE,,/-.,--t ''t ~~ ..5'<1', oS / , I~/""'" _$,6 .._\~~ - _,Y_ -',~ ~ , FVTG/~~ ______ ...:..-, - -- 1 r"/Rc ,4'Y6?/<'A,.~r -- , "l ---- \ ", \ -, =--- '\ 1 ~,,---- \ ;:~: 4. s -"-~'-I~~t- :. , INV. ~7. (J. 7 \ _ ~ , , , - - \ , ~ 7 \, l \ /h \ , eo..~'- 6N /?v.c, \ J' , @ 0.40 -r. ---l- -XI' , , , , \ . , , l I ",:r,,"n~€ J I - 1 t;'" A:::-O(. .,- - F#.... (;"G'Y , .~" G.v.._ ,_ , MH 6' 1 I RIM 4.5,0 1 /NY. .3.~. 4tS'~ , - 4'1~1.- -..... '01 I 44----'-- .. ., ~~\Naa023'42"Vl ..........-'-..... . r- Wmlo ;~ZWi-:-:: 3..__-,0 . blOV,M/<57t-;R ~ boo 1 ~, c::::oc,qr~'fl~. IoVGtf( Jr."..~ ~ ~ ''''- ...f" 0 . ::5 01 1) . -=' JA. ~ _~.. I --- r\~r----I-')__~r _____ ~ l ~ 0.. ~ -:::-T .~ ~, ~ ::~.",-. '~I: , " ! .~ I REMOVE ;""/AM/" N C(/RB. CoN'sr CoNe V.A~(.c:y 6vrrE,R ,,- I LAt';03CAr'ED AnEA b', l() 'I &- -L"'i'IV,vG'crro-c,f7S/."-?~ 8 x.!1 TA,PP/NG' TeE e..6V....OoX 8K~ rEE, Fk' ..~"6t/ 8" 22~.8cNO ._1"....,,- :;'... --,. -.-- -, --. '". ' . ... 1D III tC III o " t<l l! EX/ST 8" W,lf,4' HYORANr {~o.B.#3 LANDSCAPED O//VO ~ .5'1'(/# t:. oC.4 7YON RO.B. # 1 ...... - ~- ~.. -==-~~ .- ==---- ..::...,,B1.sr...,p6"0 ST/R/P -.- t.lu,sT c::;. "J-VM t,K/ST/1V6 SI'LUEH'At:.K -.-- ~-'---'-_...- --- - - -- v" .~ -:~J~ C If.v,-~ RC ,/) ,Pelf No.W. ! S CO/f'p. 18"79 (. ;... ,--- ----------- --- I ,R SC ~ E.1I PEH COA COMMENTS 10-79 NO. --~.... REVISIONS DATE c~~ ~-- 'v v~ --.-.- /"M/N ACSC TyP6=..5 05-1 oR JZ1 CO/\4PACrEO ro _~n..x L...48 OGNS/TY ,cOA'" ,A,PP,RG'V&'.o M/% ..., .... ","aM~I"oX'H OA'.R>"- UMlWT ~- /h".... ~ ;2'~O-~ " C:;" ,...s/OEWAt:.K 08G cOl'VsrA'Vcr€O c:; COMPACTeD SVO(j'Hoi/Oe G/Noe,/f? 4VO'S co..vrH;4cr . ~ WH'G'~ 7...."....G'~ /,f,,). _-URB, EKTENO B.ASe ...,,,...0 svr!t6'....AOG SHAL.L BE CC..w-,PACTcL) 70 98 ... BAS-e: ~'., 6'EYONO \\CSC. MOOl~/€O "P,RocroR AASH'rO T-NJO ,.4NO .sH,A~G BG' RR~ ANa b"'NW6"Lo//V6'. CONC ,sM/ 1'V,..'l/VTt'GR'A<: c:; ",tfSPHAc::::r cv,qBl V4HoI6"S - .1 ~ '. --.. -------- k L .,---- CONNGCT ,0 e-X/.57: (;;",H"M' e;"x~" rAPpdo/6 rEE (l;~ t:$Ar6" VAt:..v&' .,.. eaK ..~. ..--.- 7~ H'Ar~ ..,€AV/CG /"M6T€A ST. PETEF -' -- --------- ---- .--..---... DE5C RI:.P'T ION PA!RCEL.. ONE . ...., A ac' 01 land 1) iny in ,JecLioll 34, Township 20 South, Range 30 East, Seminole County, Florida arod being more particularly described as follows: ._- --.... ----- .' .---.---- From the intersection of the cencerl iLnes of MosS Road and .'The Longwood-oviedo Road run S 880 233' 42- E 701.16 fto along the centerline of The Longwood-OviedOl Roced.. thence N 010 36' 18" E 50.00 ft. to the point of BeginnLng: thence continue NOlo 36' 18" E 115.00 ft., thence 5 880 23' 42" E 3Z2- 00 ft., thence N 010 36' 18" E 289.88 ft, thence S 880 25' 42" E: 16 _ 09 ft., thence N 010 36' 18" E 293.94 ft., thence~S 57057' 15" .E 4L6_35 ft. to the westerly right of way line of Sherry Avenue, thence S 260 02' 06" W along said right pf way line 75.32 ft. to the Poin.-t of Curvature bf a curve to the left having a radius of 284.34 ft..and a c:ent.ral angle of 34041' 22", thence along the arc of said curv-e 1 T 2 - 15 ft. to a point on curve, thence S 720 38' 37" W 162.49 ft. I tluence S 170 21' 23" E 190.00 ft. to a point on the northerly right of -___ay line of The Longwood-oviedo Road, sa~d point being a point on a C:-Jrve having a radius of 1,230.00 ft., a central angle of /090 :SS' 15" and a chord bearing of S 860 37' 10" W, tnence along the arc: of said curve 214.05 ft. to the Point of Tangepcy, thence N 88 so 23.. 42" W 340. 08 ft. to the Point :, ..~'~ . . , ~ ,~ '01." '~!!': c,-!ll, ,.~...r /~;. '~';g 'Vlt~ f~'_r ,,~I..k, ~?J' ,~.~~. ,':g;,'i ,-'J.. '_' .~~, I ~'~:f ;~;~: . .1",'~ ;'\"1. ~;h; ';I-~' .. " ,,'.\' ~li, I).;t.,;" ~" -'7 'to,'.. -'.' f!" '.. .,',t. '~'i w~, ~ . of Begining. containing 4.701 Acres more or lesS. DESCRIl?T ION PARCEL TWO . ',. , . .....;,.,.. A traci;: of land lying in Section 34, T:'o"\<\"nship 20 South, Range 30 , . I East, Sem1nole County, Florida and beiLng more particularly described as follows: .\: . ~ ,I., . . . ,,' .-4. '~~ t/-~! ~.L~ From t.he ',intersection of the centerlimes of Moss Road and The Longwood-oviedo Road run S 880 23' 42" E 701.16 ft. along the. center). ine of The Longwood-Oviedo Ruad.. thence N 010 36' 18'" E 50.00 ft., thence S 88023' 42" E 340_08 ft. to the Point of Curvature of a curve to the left h.aviro9 a radius of 1,230. 00 'ft. and a central angle of 090 58' 15"', .thence along the arc 'of said curve 214.05 ft. ,to a point on curve, sai.d poill.t being the Point of beginning: thence run N 170 21' ''1:3:- H 19 f') . .n.n ' f.t., '!'!r~rr~' . ~.' N 72038' 37" E 162.~9 ft. to a point:.ou tire \ve,~tei..,~.Y.iigtitof. , way line of. Sher.r}' !\venue, ~i3~~yo.~.;:t ~~=- ::-:t.:,;~~~,~J:~M-'~.C:E.!=Y~_._. . --..-.~naVTIi{r-a-'-"1:-"'aa1.lf5"O'f'..ta'1f7'J1i-TI~..r' <1- ...;:un tr.e.l a rigl e of "o,~-"-.'l2-!-.-01." and a chord bearing of S 130 00' 20" E, thence southeasterly along f' . . the arc of said curve 43.18 f t. to the ?oin t. of 'I'angenqy, thence. r. 170 21' 23" E 161.65 ft. to a point C:-l l:.be northerly 'right of way line of The Longwood-Oviedo Road, said point being t point on a curve having a radius of 1,230.00 ft_.. .; centra~ angl of . . . 070 27'.11" and ~ chord bearing of S '770 5T' 28" W, thence south- westerly along t}1e arc of said curve 160 - 00 ft. to the Point , of Beginning. i &;-,;: 1~/ " '-. ~' L~ .~: ;' i .... {11 ;i..." "if. .., -f..{ C', $ ".t.t .~ l': ":,,:'i: , ." .... r' .:~.....:~~.~.::..".:... -;.;"'~ ~~ -t.0~:. , . . I '\ ... .... .... ,. , }';. .-, ; ~ tJ!l ~' containing 0.729 Acres more or less. . .............. .... ~ I \ ,. A tract of land lying in section 34, TO'o.Inship 20 South, .Range 30 East, Seminole County, Florida and being more particularlY described as follows: ( ':~~r:'; W! ~t DESCRIPT ION <"I , , .; ,,~ 'l' '1 PARCEL THREE -.. .:';:"1 ~,'~'.fI' " ...,.. (- From the point of intersection of the centerlines ,Of Moss Road and The Longwood-oviedo Road run S 880 23- 42" E 101.16 ft. along the centerline of The ~ong""o..f)d-oviedo Road, thenc~ NOlo 36' i8'.!.,~~- 165.00 ft. to the Point of Beg int.li ng , t.hence contifue N 010 36 ,-,;tij." 186.56 ft. to the point of. Curvature of a curve to the right havi~Cj a radius of 924.31 ft..and a oentral angle of 240 25' 48", thence . . " northeasterly along the arc of said curve 394.11 ft. to the Point . of Tangency, tllence N 260 02' 06", E 143_08 ft., thence S 570 57' 15'" E 227.52 ft, thence'S 010 36' 18" ~ 293.94 ft., thence N 880 25' 42" \W ; 16.09 ft, thence SOlo 36' 18" W /289.88 1ft., thence N 880 23' 42" W 322.00 ft. to t.he Point of Begin1inQ. ' IJECJ2lJ1J "EXHBIIT "B"-MALONE & HYDE, INC./THE VILLAGE HARKE'I'PLACE. OF. WIN ~PRINGS, "1 .~ ' ~ N 'ER SPRINGS "- above cle!:'':''r:1 ptions ba!Jeu on t1 Plat 'fIlE VI "E MARKE' 'E 0 WI . . ". :-;urvey prepared by Land - 'Cavone BY:./' :.- \La Snr.veyors - L)~t~d 4/~/19. oj ; :~ . - ;.~ j:.~ ~. . .> ,.' :.;j , C .'1 . ,1 I '-t"I'! ......... SITE PLAN .-IE VILLAGE MARKETPLACE OF WINTER SPRINGS .,' /~ ?: GlRCE & R A 0 C L IFF E , I " C. .' 'I-.n CONSULTING e:NGINEERS G Be WINTER PARK. ' FLORIDA - DESIGNED DRAWN CHECKED APPROVED RSC LJ RSC DAlE DATE DATE DATE 9-79 9-79 9-79 SCALE 1"=50' JOB NO. 79524 SHEET NO. d OF i" . ..f ~ '_'.____ ,.......-_....--1. ---- ..-----------.-- ---- ---. ------- -' . , '... ... ...... ,-.. ,.:....---=-.-'.4fj .----:- 'f .' ".l'.( " '. ........L. . .~ ~ . '. e::.... ,. 1"~t. .":,~ " .,~fi, .- ,." ....'.,.-..f~:.,;' .~- ,,__ - .0.--- __.. .~~- . - ~-_..- ---.--.. -- ." -..- - ...~_._-_.. --- ..--.-----..-..- __'_""H_-___ PROPOERTY UNE \ HORIZ. RUED UNTEL COURSE WITH 1 NO. 5 REBAR \ - TOP OF WAll. (+6' -OJ ~~ , , ::.::. Y_ FWD eEll. WITH 1 NO. 5 REBAR 0 ..." ole : \ ,,:J: ',' i . o I Co o. ' " . . 1IIIIIIIIIIIIIIIIINA;'IIG~I~ :,:::' . CD - .....: '0, 111111111111111111111111111111 I 16" " , ..' " 6" 3 EA. , 5 CONT. REBAR 25- MIN. LAP SPUCE , .. I ... -/ ... . N - ........... ~ 12"X30" CONCRETE FOOTER 3' 30" TYPICAL 6' WALL SECTION N.T.s. o r-VERT. RUED CELL WITH 1 EA. NO.5 0 48- O/C / 1:1 o o o o o '-~ RETAINING WALL PLAN VIEW N.T.s. rEi Tw . ~ WIND FORCE FIN. GRADE z~ P ~1~Mr2 I 0 ~ / rltr1 _~ ~B~ Ws .. UNIT WEIGHT OF SOIL (PCF) .. 90 PCF We .. UNIT WEIGHT OF CONCRETE .. 150 PCF F .. WIND FORCE (100 MPH) .. 25.75 PSf Ww .. AVE. WEIGHT OF WAll. ( PCF) .. 120 PCF . .. SOIL FRICTION ANGLE .. 28" ~V .. WEIGHT (WALl + SOIL MJOVE FOOTING + FOOTER) ~V .. 330 +135 + JOO .. 765 Kp .. TAN2 (45+0/2) .. TAN ~45+28/2) .. 2.77 P .. 1/2(Kp)Ws02.. 0.5(2.77)90(2.01 .. 249.3 Mrl .. (03Ws)/6 X Kp .. [(8.00)(90)]/8 x 2.77 .. 332.4 Mr2 .. ~V(B/2) .. 765 (2/2) .. 765 MrTOTAL .. Mrl +Mr2 .. 332.4 +765 .. 1097.4 toto .. F x A (A/2 + D) - 25,75(5) X (5/2 + 2.0) .. 579.38 Mnet .. MrTOTAL - Mo .. 1097,4-579,38 .. 518.03 e .. B/2 - Mnst! ~V .. 2.5/2-518,03/(765)" 0.32 Qmax .. ~V/B(1+6e/B) .. 765/2.5[1+8(0.32)/2] .. 749.7 Qmin .. fY/B(I-6e/B) .. 765/2.5(1-6(0.32)/2] - 15.3 \\Laura\c\ACLlWlN\PROJECf-A\0334S\0334SA04.dwg, 6/23/2004 2:20:27 PM, 1:40 ~~ ------------------------1 I ~ ...... ...... ...... .......- - - - - - - "=-~O' UnUTY EASEMEHT I : ............ I I ./ ./ r - - - :.lElGSTIIG ~G SP~ I ~ .///// :---------------------1.----...l~~9 : ! /~............ I II, 1 ( "I I I : I EXIST. I I I I I I t 10' U1lJ1YEASElENf : i-- ...J EXISTING SHOPPING CENTER l ! : , I ! I .... L-+ h----,----------, ~-I I I 45,700 'fJ ~ I PROP. ,.,~ I I I moss WAIJ( lll:~::'- / I I I ~u:t~ I I, : ~WAtER SERVICE I / "2~~~ I EXIST. Fe: L.H: I ~" ~ II i I PROPOSED PROPOSED I, ' , , PSTRUCT H/c RAMP STRUCT Hie RAMP I ' ~ .- ~~ -.r "'" I I I (SEE DETAIL SHT. 8) (SEE DETAIL SHT. 6) . '. M 8:-1Ul' "~~ ------------------- -----------------------...-tr"----------------,,,,/J, ~ ;"j / I I " 0 _, ~ I~ 1 1~ ':~ I I -' n DECORAn~ ~ :: DECORAl1'JE WALK FOR HAtOCAP ~~ WAIJ( ~~ I _______ i~:.1 I '- U WNJ<WAY = = ACCESS TO DCI~G BUlJ)ING. I ~ GD~~ENa.OSURE 'II I " ~~~"'cf.2OS ~ ~ = ~ PVC WAtER SERVICE = ~ IJ. ~ I TO MEET ORD. NO. 2002-13 I I ~ c::=::J~ / /@ ,P / / / ~L/ A l 0 ~ I I G:~ =~/Z ~ =~///~'i<:~ c=fY~T / ~/A 'l"'/./y~ , ~// V/// /./01 =~.!I. .~V ,\, I 'EXIST. FH ..A~~ 1'-1/. ~Iv/ ~ fj r; ~ I ,'I ~ II II V !7" v / / /. ' 'r; /; '/ v / / /. I ~ v V -tel INLET n v / V . ~ ~ n ~ I I ~ ~ I _po u%:~ ~ ~ u ..., ; : c~ ~ r::> ..~~ -_-Ir ~1 -r _ .. . Ir ~ Ir___J~r. If or ~ -r I I " T~ t. ~ ~ I '/, ~ ~ I II ~~' , RAa< ~ ~ I f- ~ ~ II I ~,:. ~ I ~ ~/ I PROP. I /// ~ ~ I I '// ~~ -/j.~, ~ ~ I~,I O/~A ; : .~"~ ////A/I0:RVJ' ~ ~ 1~.P- W$~ I I ~ / ~ I : .~~, ~ ~, ~ \ i ',' ///~. ~ '/ ~ \ lillIS OF ASPHALT _AL----- - 1 I ,/ .777 / ~ ~ ~ c; ~.. ;-:'~ ~~// / >. ,; .~~ :% /.///; l "'. _--/\ I ~ ~~ / ~ '~. IrnI 11111111111 /. '1IIIl~ ;. f"------- \ I: : ..:~.~~~ ~~'.' c; ~n~ \ \ Ii 1 ,,7/ ~/0 ~/~,.. ~ \ \ I: ..: .: ~i: ~//~ 12. ::r_ . Ir ~ ,r- ~ \ EXISTING \ ~~ / ~~ ~ =- ----'~ \ OUT PARCEL \ Y.. ~ ~< ____;- ~, \ 'DISCOUNT AUTO \ .,~ '//7 "//.///Fi I;L__ c; \ PARTS' _---..) '///7~~/////~ // / '~& '/..: \ ,.,." '~.~.'//////LL//// ~ '" ~,,,,,,/., _ \y_~:_--././-~~~_- " 4- STOP BAR a: - - STOP SIGN _ - - - o I!I 'l EXJSnNO RESTAURANT 'VICTORlO'S' ,".... ....".'. .... .......:tiI/ " .," . I ElGSTm \tClllRlO's PIZ2A~ IS A SEPARAlE PARCEl. 12A NOT INa.uDED W lHlS PRO.ECT TYP. ALLUMINUM FENCE ~ ~ -....... - DCIST. clL FENCE EXISTlNG DRY RElENTlON AREA I I I I I ~ /"'<> I /v : ( I I I I 01 I I I 01 I J I I NOTE: ALL lRASH a: DEBRI SHALL BE REMOVED AN) VEGETAnON lRIMMED. 'I . I . ". '.:~.,. 4 . t' . Ie .J~' '.'. '. .... ': .:.' ,Of. 't ", ........ t' ...... .....: ~;... f "t' . :,., 01 ~\o I ,~.. :'''':. "'..' 10;:"). 't. '.. ........ . ~ -. "" I I I I I EXIST. ~O' unuTY EASEMEHT I I I I I I I I I I PATIO FENCING DETAIL DEMO EXlSll~ Yt'OOO FENCE. BULD NEW 8 HIGH BI.OQ( SCREEN WALL. PAWT TO MAltH BUILDINC BASE CXl.<R SEE DETAR. lHlS SHEET I EXlsnNO DUttFStER 10 BE ENa.OSED TO MEET ORD. NO. 2002-13 SEE SHT. 6 FOR CONSTRUCnON DETALS , / EHD PROP. S/W PROPOSED 5' CONe. SlDEWAU< PR~. 2~ STOP BAR a: STOP SIGN -- ~ "- :..~ I ~ST. e- w " I .' 24'- -tl.3l'- ,:; I , \ ( ,:, .. 1. ~ \ \ .~ i' \ N -#. '" " ..... '",,, .~. 1. BUILDING MATERIALS AND ANISH TO BE CONSISTENT WITH, AT MINIMUM, SUBSEC110NS 20-473(A), (C), (D), (E), c!c (I) OF CODE. 2. MECHANiCAl EQUIPMENT AND SIMILAR DEVICES (E.G. SATEWTE DISHES BACKFLOW PREVENTERS, AND UllUTY BOXES) TO BE SCREENED FROM ADJACENT R.O.W.S AND PROPERllES CONSISTENT WITH SUBSECTlONS 20-473 (B) c!c (J). PROPOSED 5' CONC. SlDEWAU< (MAltH EXIST. S/VI) 4- STOP BAR a: STOP SIGN tDU' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / ~ ~ \ \ . ., ~ST. 6' CONe. SlDEWAU< .. .' ~ ~ ~ ...... ...... ...... ...... /...... /...../...... ............/ ...... /' ....../' \ \ ," \ '. " .;. :' \ \ .' \ ": \ ':, \ ."!-. I: I "W I II I I EXIST. -NOT ..a.uDED W AREA OR -P~O CALCULAllONS b WA c::=::J " .... " .~ - . .: .'.~' : o' . t :'t .. q Ir/ U, ~ ~ '-- ~. I, ~" "..~. "'. lt1T'."'.' ,~." " :.J' ~~ ....~ .... ','. " / / e"Xs- WET t y . ....... " ' .. .l"~ ~ I~ 11"////1 ~ 1\0 5' ~e. SlDEWAIJ( MAX. SLOPE) ".,',~ ~"" ~', . ....--.:- ,~ L.___ 10 T ....- c:J 16 ",',,~, ",,/aIlIII'IlUII'1I1 ,... ""'<~", \ ... "" ",i' . . ',' . ". ,', . '. .' ': ' '..." \~"" "::~"',' '... :::," .,.' '.. ,':.;...:,',............',~, ,'~ . / '-- SR 434 lEXIST. POLE SIGN S R 43 4 ~~~1Jr TO BE REMOVED PROPOSED SIGN NO, 2 SEPERAlE PERMIT REQUIRED AND TO CONFORM WlH SR 434 REDE\B.OPUENT STANDARDS (10' SElBACK, 14' tElGHT, 48 5.F. copy AREA. MW. 200 FT FROM OlHER SIGN) STOP SIGN STOP BAR EXIST. ~ WM \ P OPOSED 1~ IRRlGAllON METER NO CHANGE IN EXISTING CURB CUT LOCATIONS PROPOSED SIGN NO. 1 SEPERAlE PERMIT REQUIRED AND TO CONFmM .lH SR 434 REDEVElOPMENT STANDARDS (10' SElBACK, 14' HEDlT, 48 S.F. OCPY AREA, MIN. 200 FT FR<Iif OlHER SIGN) NOTE - w~ {~ E ~ ..,,,, , ..,,~ .... ... .., s SCALE: 1- - 40' BUILDING NOTES: SCOPE OF PROPOSED IMPROVEMENTS: 1. CONSTRUCT 27,000 S.F. OFFlCE/ RETAIL BUILDING. 2. .ADD CURBING c!c lANDSCAPING TO EXIST. PMKING MEA. 3. .ADD UGHTlNG TO PARKING LOT. 4, .ADD MONUMENT SIGNAGE AT S.R. 434 5. .ADD DRAINAGE INLETS 6. RESURFACE EXIST. ASPHALT PARKING AND CUT NEW lANDSCAPE ISLANDS OUT. PROJECT DATA: 1. TOTAl. AR'tk 2. EXlsnNG BUILDING: 3. PROPOSED BUILDING: 4. TOTAl. BUILDING ARf.k 5. PARKING REQUIRED: 6. PARKING PROVIDED: 4.712 I>C 45,700 SF 27,000 SF 72,700 SF 1 SPACE/ 300 SF- 72,700 / 300 10'X19' SPI>CE 10'X20' SPI>CE 12'X20' HANDICAPPED SPI>CE TOT.6t 10' unuTY EASEMEHT .. 243 SPI>CED REQUIRED -159 -89 =8 -256 NOTE: COORDINATE SIZE, LOCATlON, ACCESS OF DUMPSTERS WITH FLORIDA RECYCUNG NOTE: CONTRACTOR TO AELD VERIFY LOCATlON OF ALL UNDERGROUND UTIUT1ES !Um ~ ~ 8~~~ gz;lg: :z;p..,:cil m 0 g 0'1 00 rEa ffi~::&- ~S8~ x~~:: hl~ ~~8~.i Ei 2a c ~ .. ~ ~ 5; ~ d;~lllii I I I i ClJe3 ~~ ~~ ~~ O':l LO ~ C\3 I~ ""l glt ~ co . (:) .....:I 0 ~ ~ U &!z:.- ::> ~~ ~ r~ ~~ U \...,I 0.. t":l Z tn z;::- ~~ Z ~ ~~ <~~8 8 ~~~ 0:= Z r:: r__' ~ ~z:.- ~ r~ tn~ ~ \...,I rg-:- ~ Z ~g: <~~ N t-.. ~ zEt ~i ~ q:~ eJ ~ ~~ ~q:Q.:~ -...I ~ ~ S C5 ~g U~ DATEUUN 12 3 2Dn4 I 1 ~ 'r: HERBERT, ~ P.E. OF FLORIDA NO. 39505 SHEET: 4 or: 8 2-3/S8 HARD STEEL PIPE 1.00' A ~ ~ ~ 8 ,.; 'l:::::: ~ ~ LS'X8'X 48 CONCRETE PAD WITH 8-8X10-10 RIBBON BIKE RACK TYPE A - HIGH PROTECTION LEGEND PROPERlY ~E LOT LINE PROPOSED BUILDING SETB.ICK UNE ~ WATER SURFACE PROPOSED E.O.P. I PROPOSED 8")(168 CONe. CURB PROPOSED 248 MAlMI CURB ~ SAW CUT AND REMOVE ~G ASPtW.T PAVEMENT _ PROPOSED ASPHALT PAVEMENT t ' ;'" "I" j :'~:-::~:<<\/;:;-';' PROPOSED CONCRETE PAVING L' '" ;:. . :'".:'~,; ',...,:] '... ;', ':., "," '," "..' PROPOSED GRA\IrI k'uELL PAVEMENT :.-........:..''c;...!':~::..:: l"((.J.{~ . SANITARY MANHOI..E - · -- SANITARY SEWER MAIN - .", - SANITARY SEWER FORCEMAlN EXIST. MH 1'I'PE 81' TOP EL.-4e.12 SE INV. EI..-38.82 N INV. EL-38.S2 - . VA - POTABLE WATER MAIN a SINGLE WATER SERVICE ,',fD].' ,.P. PROPOSED ~ ~~: DUMPSTER 10 MEET ORD. NO. 2002-13 C DOUBlE WATER SERVICE u WATER ~lE Vlt.VE ~ FIRE HYDIWfl' TEMPERARY SILT FENCE PROPOSED DOGHOUSE 1tt.ET 'NPE 8r: TOP EL-44.00 INV. EL-38. 71 ~ CONCRETE IVDWAU. .... PROPOSED SfOP SIGN ~ PROPOSED ~D1CAPED SPACE PROPOSED 1tt.ET 'NPE 8r: ~ i::U:W , UMITS OF ASPHlt.T REMOVIt. (SAW CUT & MATCH EXIST. ASHPlt.1) EXlSnNG SANITARY SEWER MANiOLE RIM ELEVATIa.-4S.17 N INV. EL-39.02 E INV. EI..-39.02 W INV. EL-39.47 PROPOSED 1 SE INV. EL-39.021 ~ PlUG WEST IN\OT WITH NON-SHRINK \ GROUT AND RE-CONSTRUCT flOW aiANNEL 10 NEW S8 PVC t4'tfRT. ~ Q~cr~w . l @] r" ,/' I L__~ I I I I I I I I L_ __J '////1 PROPOSED S8 PVC GM () L___ CROSS SECTION '. ',' ..... ";', ..7.....:... " .:'; . BUILDING NO. 1 EXIST. CIL FENCE _ 10' ~ CONC. S/W 20' _ PARKING .. - F.F. EL = 46.00 96 I ~ I-- ~ ~ ~.I I-I 'Ii' - EXlsnNO CONTRa. STRUCTURE ---- ~ <::r ( () EXISllNG DRY RETENll0N AREA ( () ~~ t#J .--------------------- I I I I I -J r-- I I I I I I I I I ~"'" ~.SJ~------------- ~ / ~ ~SJiJ~ 'I~Oll (?~~ c:::JW~ ,~ -~~~, ~~ .,.. '/ ---) r/ '/ r/ // ~ ~ ~ r/" IPROPOSED 80 LF _ c '/ V / / r/ - -l248R<POO.5X MIN ~ EXISTING BUILDING F.F. ELEV.==45.60 EXIS1nNG PA~ENT 10 REMAIN PAVEMENT 10 BE PAlNlED BlAa< AND RESTRIPED AI\ - - - - - W' PVC WATER SER\1CE - c:=JW/ '/ /1);;" ~ c:=J{Y~ 1//1./ ' ~.,,~_ I ~~~'''~ ~ {- 177/ / ~ . . . ~ It%~ 1:% /./... \ ~'1. ~_ ~~. f- PROPOSED ~ ~ 'i ~ DOGHOUSE , / INLET 1'I'PE 8(f V7 ~ V- TOP EI..-43.80 V / ~ INV. EI..-38.88 "'. V< ~iy" /: . .. ~ r?t o ~ ,'" ~. ~~.?' :Y.' /;' ~'. ~, , , 'i'A 77 O//~ ~~ f/ '/ f/ ~I '/ IjI C:~::J L~-1 ~ I ~ow.BM1- ~ [/ IV / LoJE~ElD \ ~ ~ / ~~'A "E" ~ I V ~ A\ '" 38. ;: ~>~ [/ I 10 /'.... C:~:=J r/ If\ I~ ~ I ~ 1/ '/ _q../ r./ _Co..... jy fj~ 0~ 8%6'/ ~~ mm 11111111111:1 II '/ ~ ~ \ ~ ~ ~~ ~ / (j - J . /' '::. . .' ./ ~ +'~~'-"~ !( .:~ .",,: /' ~::. ~:.. ..~. ~~~ ~/ ~i/j 'll ~~~~ W).. ','~ b I ,:-',../ . v7~FF/////////// / ',.. 'V///// : ~m/": ~ hL__ 7 fCoOfj1? PVC o 0.331 . .~ _.~~~'::fv.-~ / // L.r/.' ''/ /// ',7 'y. -~ '~.:.x% . . '. , ~ ~ \0 .00 ~D PVC . . :'1 CI ElOS1INCl \1C1ll1l1O'S PIZZA ~ IS A SEPARAlE PARCEL 12A NOT INClUDED IN llIS PRo.ECT ".','.'., ',~;fIJ.LLIu.uI.......I. "..{" :~~ SEWER MANHOLE J TOP EL -44.80 N tlV. EL-39.35 E INV. EI..-39.35 \\Laura\c\ACLlWIN\PROJECf-A\03345\03345A05.dwg. 6/8/2004 9:16:56 AM. 1:40 LEXlST. 88 .. SR 434 ..... 24' DRIVE WAY 20' - PARKING ,- C.L FLOW LINE I VARIES FROM 43.75 TO 43.25 I Af>S S~N \I" v III I I " ,I _ -=----1 I I . I . I I_I I . -I. I ' ~ SHOWN .... y V ,I I SECTION A-A / DEMO EXISTING WOOD FENCE. BUILD NEW 6' HIGH BLOCK SCREEN WALL. PAINT TO MA TCH BUILDING BASE COLOR. D Ifl\ - - c::=3r u //~'!: </ ~ 17TT777/ / // JIo. -V//// //'4 ~ '// /'//77/7 ~I."I~ ~ I v///. I '/I~ ~ I .J--FWSH 8' CONe. WAlK ~ / I .: ~ ~ c: ~ :=J 1?~ ~1' I ..( I ~ I I.y ~ -/ 1 y. I r ~ ~ ' 1 -:;;. I I.I~ ~ :~ c=:J ~fe~ ~~ ;::: ~ l~ IIIIIIII~ ~~ -- -1$ - \ , , ~ OUT PARCEL PWG \lIEST t4'tfRT WITH NON-SHRlN< GROUT AND RE-CONSlRUCT FLOW aiANNEL 10 NEW 88 P\e INVERT. r \\ \) r- / . //// (~ ~ r - - - - lEXIS11NG LOADING SPAt F- .1.____..1_____.., I I I I I I I L_ f------_Io.- _____~_, I I I I I I I .....t/ ------------------------------------------------ I III I' r!i' IIII~ ('C. II.~ [1 ~ ~ 1lJ-. I .. ", . ~ I ;J I ~ST. 8" w ~. I . I ~ , <( ~l: ( ~ 1. 0:::: .1 \ .~ w " :c ~~ I (f) ') \"'~ ~j, \ - ~ II' N L N ~g~~ L1lw ~ ~ ~ ~ a: 8 ~~ ffiz;lg: lZol1&o:cil III 0 ca 0) 00 rEa ffi a:li ~~8~ ~~ i;: hl~ ~~8~i ~~C~ .. EQ ~ ~~ d;glllil I I _ 5' - ...- LANDSCAPE ISLAND I I ~I I ... ~ """"/"~ ~ ,," W ,," ~" .., A.o. .. .~. '\', ,', '('~ , E .. I I .:....:::i ~ ,'" .." ",''' ~ T S SCALE: 1- - 40' NOTE - SEE SHEET 3 OF 8 FOR EXISTING CONDITIONS I i €3 I ~ ~~ ~~ PAVED N9.1 utFAVED N9. F1N~ ' .. ~88 CIA. FERRULE W/PLUG GRADE -L- /1..1 {ANISH GfW)E ..~ \,. It ~I ... co . Cl ~O~ ~ U ~r- :> ~~ ~ r to, iin~ u \....J c.. ~ Z tJj~ Z~~i <: ~ iic; 8~i~ 0== Z r:' r_' ~ ~r- ~ r to, tr.I~ ~ \....J rg = ~ Z ~c.. <: ~: N - CONCRETE COl.lAR r: 48 BEND L EXIST. S8 tw SAN, ~ ---=:6 SAN. CONNECTION DETAIL N.T.S. PR<POSED EXTENnON OF CONe. SIDEWAlK " \ " \ ~~ " " \ " .. \ "'" \ '. .. \ . \ .' \ '., \ ,", .~, \ .... " .... o " . " '.~ . . :.~' : ,. . ,', "..,.,'f ~ , . ....,..-~,',~.. ~..,---~ .~., ' ,.,.,~. '/ ~ ~EXlST. ~ MANHOLE \. TOP EL.;:~],1 r H -. W INV. .~:~ /....- t4V. EI..-~ '/ / ,_,\ ./ '/ ~ ---- 1~~'4;~. r/ ~V /~~~ hA= ~~r \\ SAW CUT a: MATCH \\ EXI~ ASPHlt.T ~ 10 1"~ U ".",;'" , , ..,' ., ",,",,' , . .. , , ",'.' ' " ,', ", ~ ,. ':"'fB(' I' '- 248 STOP BAR .~....~' ~ -' "- '.,'" ,'..... ",,"',",: '. ,,~. ,:,.. ~"" ......~..','.., .,:,'," .'..'.. ',. "~",,,,,,,,,,,,",~..~' , " STOP SIGN " ""<.\l ~ 400 WAn MElIt. HAUDE UGHTS ON 2~ FT. f1BERQ.ASS POLE PROPOSED (TYPICAL) SANITARY SEWER MANHOLE TOP EL -44.80 N INV. EL-39.85 NOTE - NO CHANGE IN EXISTING E INV. EL-39.85 CURB CUT LOCATIONS NOlE: AU. SLOPES ARE LESS THAN 12: 1 AND MEET ASA REQUIREMENTS. I-- ~~ ~tc: C5 ~~~~ ~...-q:~ > ~ ~B; ~ '\"J a.: ~ ~-q: ~ ~....a ffi~ :s: DATE' ,: .,: 0 (j Z004 .' \,.I' \".11" J Vv ~1B8ERT' It PoE. -l' Of' FlORIDo\ r . NO. 39505 SHEET: 5 or: 8 , 4" CAP BLOCK LATCH AMFAB GAlES W/ (6) HINGES, LATCH AND GATE STOP HARDWARE ..... 1, I[ .... .............. [ ~OPAQUE GATE PER CITY OF W.S. ORD. 2002-13 I[ (2) GATE STOPS -. w/ 9/16". x 3" HOLDERS SET IN SlAB . .. ----;--r-~ I J ... x x x x x x x x x J "'-- '//////h / 7 /////A////~ I ')( --. ~ '/ 12.0' ~ . FLUSH JOINTS /, DRIVEWAY GRADE (2) f4 HOltZ. II · ~ 4" ~ SlEEL PIPE GUARD POST (SEE DETAIL lHlS SHT.) VERT. FILLED CELL wi 1 '5 . VERT. . 'T Co ~ ~ ~ '/ '/ ~ b d .... ~~ r-........... SLOPED PER GRADING PLAN I ~6" X 6"- 10 X 10 WIRE MESH 12.0' -I I - 1 NO.5 CONT. FILL TOP COARSE WI CONC. .. , ' .' :' ',J ' "to ~. ,:,' f6" X 6"- 10 X 10 WIRE MESH N ~~ ,', :' 3000 PSI\ ' CONC. 4 -~,':", -~il1 ..... .,. -'. - ,. . .,. 4 · _ I I ~ . ~ _' · ><0 :d III ::,~':~'~'::' rillll'i'~i i 1,'11 17" I :,',,~,'~I=III==III==III= ~m~~ :!=-2_I,61= 1==111==111- r- CONTINUOUS 16" ~CTDI IIA DUMPSTER ENCLOSURE DETAIL NTS - ALT. 6"X6" EXlRUDED CURB ALTERNATE CURB DETAIL HJ" r~ ','.' " '. .. . .". 4 ~. . ~" .: . . . ,~ '" ," " 4' . . " . *'~" .:, ,', ,i,: 6"X16" CONC. CURB \\Laura\c\ACLlWlN\PROJECT-A\0334S\0334SA06,dwg, 6/812004 9:38:02 AM, 1:100 .t --z .t ~) 1'fI"__ U o .. ,,' ~ . 'of .' , "', ' ....d..' . , . II '-:',,' ',':' "", :. <.' ;." :.': < ..,. :'.,.'.. ~" ,.',:,,: ::':'-:>,: 4~" .. " .... .. ~ .. .' "...4 .. . 1, . ': oil;.' : ~.,' , ",:": ,',,' .' ,- :', ' ,,.' ~'. ',~ :' "" '''''.. " ,', ,"<:~ :: ..:.. ,.4' . CONC. FLUME DETAIL . ., c' . '.' . f .r::..... ." .., . ~ ~. .:: . . . ,,::"'.:.:': ':, .:. ""III mEmSm '., ~mEffi\!1m~msm= ,.' .;. :::.~ ~ ..:.. ;. I, ---- 6x6-W4xW4 WWf. . . or, ---- 3000 PSt CONe. ..., ,,''''.'1' ............. : ..... ." .'. ____ 10" x10" x 1/4" PI.. ~ 2'-0" SQ. ~ t ~ " 10' MIN. STOP BAR SETBACK- ~, ~ ClEAR AREA >~~: SIGHT DISTANCE , V -- . /~ ~ ~E OF PAVEMEN;.J :\)~O WALLS, SHRUBS OR OTHER t: SIGHT OBSTRUCTIONS SHALL _ BE WITHIN THE SIGHT TRIANGLE STOP BAR & SIGN ,/ 9' ;,., ~ S 5'_ SIGHT DISTANCE SIGHT DISTANCE i' N '" HORIZONTAL ~ ...:l ~ ij4" W. GALV. . '.... STl PIPE FlUED wi CONCRETE. PAINT YE\lOW OR RED PROVIDE 1/2" EXP. JOINT WHERE CONC. PAVEMENT AIIU1S GUARD POST FOlIND.'TlON GUARD POST - - - - "" -.....-- I I 1.51'" ", 11.5' 3.5' I EYE HEIGHT UNOBSTRUCTED LINE OF SIGHT -- - ~CENTERLlNE GRADE VERTICAL SIGHT DISTANCE DETAIL NTS GENERAL NOTES SLOPE AS SH9wN ~ 1. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF WINTER SPRINGS STANDARDS AND SPECIFICATIONS. 2. IT WILL BE THE RESPONSIBILITY OF THE CONlRACTOR(S) TO INSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND ARE IN HAND PRIOR TO THE COMMENCEMENT OF CONSlRUCTlON. 3. IT WILL BE THE RESPONSIBILITY OF THE CONlRACTOR(S) TO VERIFY ALL EXISTING TIE-IN LOCATIONS AND ELEVATIONS PRIOR TO COMMENCING ANY CONSlRUClION AND IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES FOUND BETWEEN THESE PLANS AND THE FIELD CONDIlIONS. 4. THE LOCATIONS OF ALL EXISTING UTILI liES SHOWN ON THESE PLANS ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAKE ARRANGEMENTS FOR FIELD LOCAlIONS AND ANY RELOCATIONS OF THE VARIOUS EXISlING UTILITIES WITH THE UTILITY OWNERS. ANY DELAY OR INCONVENIENCE CAUSED THE CONTRACTOR BY THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. 5. ALL SITE WORK AND BUILDING CONlRACTORS AND SUB-CONlRACTORS W(j,<KING ON THIS PROJECT MUST CARRY PART & COMPLETE WORK L1ABIUTY INSURANCE AND GENERAL LIABILITY INSURANCE WITH A MINIMUM OF $500.000.00. 6. THE CONTRACTOR SHALL LOCATE ALL UTlLlllES OR UNDERGROUND SlRUCTURES PRIOR TO CONSlRUClION. AND NOllFY ALL UTILITIES 48 HOURS PRIOR TO CONSlRUCTlON COMMENCEMENT. 7. THE CONTRACTOR IS TO RESTORE OFF-SITE CONSlRUClION AREAS TO EQUAL OR BETTER CON Dill ON THAN EXISlING. 8. PRIOR TO COMMENCING CONSlRUClION IN THE RIGHT-Of-WAY, THE CONTRACTOR WILL CONTACT THE CITY lRAFFlC OPERAlIONS ENGINEER A M.O.T. SHALL BE SUBMITTED AT THE PRE-CONST. CONFERENCE. 9. DRAINAGE DESIGN SHALL CONFORM TO F.D.O.T. AND THE CITY OF WINTER SPRINGS REGULA liONS. 10. ALL DISTURBED AREAS IN THE RIGHT-OF-WAY SHALL BE SODDED. , '" '\ '\ ~ASPHALT - 1.50" S-1 \. ~ BASE - 8" L1MEROCK COMPACTED 9810 SUB-BASE - (L1MEROCK) 10" STAB. & COMPACTED 95% SUBBASE AT 75 FBV ASPHALT PAVE. SECTION Future Curb And~ Gutter construc~nA S 20' R Or As Shown On Plans 1 ' -104 r--- ,........", L 1- 1'-2~, IoJC n" Exp.7 Joint ...,- - --A ~ C ~B Vallev Gutter Curb And Gutter PLAN r,o' .,~'~1,O~, .~t?~IH. ~:r' ~~'~/~"",)IOC'.~.;.~I,.~.:::...,I'.::.ijt;"Z'. 7 Std. ~.,. l~:!':,:,~:,,,..:,~..f,.:",:,,,,,:."'1.'. ,".,;Il.lt..:~:;:" .. ~ l.~:' .'4". .....#~.,.~...P ..~...... '. ' :':~. (~..,o), .....:... 6 Min. e.... h'. . ;:-0" .. . .... . ';1 SECTION AA 3' VALLEY GUTTER FOOT INDEX 300 SHEET 1 OF 1 ~w ~II () 111- ~ ~ ~ g~~Si -lis rl ; ; =- .- 1i~!~I~; ~2aI' !a "~i ahllllil I I I . o , ':.t 4 "(TYP) I ~ I 4'-0"~ NOTE: THIS SYt.tBOL TO BE WHITE D.O.T. THERt.tOPLASTIC TYPICAL PAVEMENT SYMBOL FOR HANDICAPPED PARKING I /; 18" WHITE CHEVR~S //8" WHITE LINE . .... ~ 11/ '.$' A B .J 'I 11;0 N~ c ~ I I 0 ~.$' I~NTE/ R4-7 R5-1 C 0 12' ~TO~ r~ MIN. R1-1 R3-1 ~om ~U~~ :> fl, U c..? ~~ Z i ~~_i ~~al 8~m~ ~ z 5i- ~a~~ ~z*! <~; B--':; I ~o~ 6" YELLOW .J! 12" YELLOW DOUBLE 6" YELLOW 18" YELLOW ------ \ I STRIPING DETAIL RIGHT-IN & RIGHT-OUT ONLY N.T.S. - RESERVED PARKING SIGNAGE ~" .bJ SPEClfICATIONS~ ~ <7. I ~~( = I~ ,~/ u\l; ~b. b. ~ ---SEE DETAIL THIS SHEET. ) (~ ~ j5'~ '" .., lJJ (j ~ --.J ~ ~ ~ . h I C) I lJJ I Z i 0 ~ 6 ct:: :::> ~ ~ ~ ~ z 0 u w lJJ t: ~ (J') ~ -.-J ---J ~ Dm:: Jur~ 0 8 lO( . )/: U~.~I ST~ OF Fl.ORO' REG. NO. 38505 saar: 6 or: ~ 0. 2"(TYP~ I i~l~ - - II"(TYP) ~I~~ I'~I \!V -I-"'" 11' IiI'N 12. IiI'M NOTES: 1. EACH SUCH PARKING SPACE SHALL BE CONSPICUOUSLY OUTLINED IN BLUE PAINT, AND SHALL BE POSTED AND t.tAINTAINED WITH A PERMANENT. ABOVE GRADE SIGN BEARING THE INTERNATIONAL SYt.tBOL or ACCESSIBILITY, OR THE CAPTION "PARKING BY DISABLED PERMIT ONLY." OR BEARING BOTH SUCH SYt.tBOL AND CAPTION. SUCH SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. ALL HANDICAPPtD PARKING SPACES MUST BE SIGNED AND t.tARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY THE DEPARTt.tENT or TRANSPORTATION. THE CITY or WINTER SPRINGS DISCOURAGES VARIATIONS rROt.t'THE STANDARD. 2. rL DOT RECOt.tt.tENDS t.tEASURING PARKING SPACE WIDTH rROt.t CENTER TO CENTER BETWEEN BLUE AND WHITE STRIPES. 3. THIS DETAIL IS PROVIDED TO SUPPORT LOC SECTION 3.41.3.2 HANDICAP PARKING STRIPING FOR MULTIPLE SPf1r~, R/W I I l r /IS REQ'D R/W /IS REQ'D rA 'V' BRANCH 6- 450 BEND ~ W/6- SPUR ~ d 8" <IS" BEND If. ~ q))::) q .UJ ~L- r P.V.C.PWGS l 1 !~ [6"'1.4- WYE WfTH 4- RISER ~ h AND PLUG '-----". ru.::: 1111 q c:((p V II ( r 0) P.V.C. PLUG ________ U J - "? SEWER MAIN 6- SERVICE: 6"'1.4"'1.4- /" SIZE VARIES LATERAL DOUBLE WVE 6"'1.4- REDUCER WITH 4- 450 BEND, RISER AND PLUG DOUBLE -HOUSE- CONNECTION R/W I I-L I 18- ....,.." I If 4- RISER AND PLUG I I , I I , ~V I"SO BEND NOTE: /IS PER CIlY OF WINTER SPRINGS WATER AND SEWER STANDARDS SANITARY SEWER SERVICE CONNECTION C-21 Bd , 1--,--,- ( SEE NOTE 1) ~_I I I - II c 111- COMPACTED "L SELECT I (I, COMPACTED MATERIAL~ - Be - BACKFILL , ':0// L i:! ~ ~~ ~', ; !, : l"Be/4 (8" MIN,) ~j?~. ~ :" .~ CONCRElE____~ I ~V~\~.~; "~' t CONCRETE - - ~-4-1-- + -- r+~-: L - Be/2 ~~:.::..~ ~ I /;~)~ __Be/2 Bell,. 11" ~~.1 ~ f~ ~Be/4 (4- MIN.) (4i1'MIN.) :;;;0 -~...... ~ -'- UNDISTURBED I I I I -I I ::::;--- SOIL PIPE BELL I t -/ '-', COMPACTED GRANULAR Be/I,. (6- MIN.) . , BEDDING MATERIAL CONCRrTE CRADLE t CONCRETE ARCH ENCASEMENT CLASS "A" BEDDING-SPECIAL CONDITIONS Bd F fill I I fS- (SEE Non: 1) elll~'~"I!L1 .- j ~ I 'TI~ 1 a~ COMPACTED ~ ~ 2 l! Be fi' IlACI<flLL ~~~ i:!~ ~~~~/ =:0 ~ii f~: + ;~~, V- Be/2 0/.. :rTTTTT ~ A/'.J,...--J iT ~-- UNDISTURBED · 0 ,...--J ,...--J ~Il_ ~ SEE NOTE 2 SOIL ~ "-/,,...--J eil PIPE BELL 1/: I i.LUp-i.!..!.1.. jL O 6 Be (TOTAL) L COMPACTED GRANULAR . BEDDING MATERIAL NORMAL TRENCH GRANULAR BEDDING CLASS "B" BEDDING-NORMAL CONDITIONS THIS PORTION TO BE CUT AND REMOVED COMPACTED BACKFILL OR OTHER FlNISH~ SCREENED FINISH'\. 6X6-6/6 W.W.F.~ '\ /IS 1 . I LTf\ \ '\.- \ - 1= 1-eY REQUIRED -H= I \ . '\ ;11 7' 6- MIN. ~ - .~... .... .. '. ]- -:~\ <t. -iI _ /BRACING MIN. ~~ ~ // /l COMPACTED BACKFILL / I 12' ..J.- /IS SPECIFIED FOR ./ BEDDING lYPE. ~ MIN. V SHEETING ~ i-... .g r~) II + =\ ~./I) I Imilli I .1 --r- -, I - ~1I1 Be I Bd (SEE NOTE 1) PIPE BElL - PROTECTIVE CONCRElE SLAB ~ .. SHEElED TRENCH SPECIAL DETAIL ~ING AND T~NCHING NOTES ~1;fWllf~- iC3m 'll~ ~; ~ ~1 ~YlYl I.I~ I . · Z N- _::E 1. Be - PIPE 0.0. Bd - TRENCH WIDTH AT TOP OF PIPE MAX. Bd - Be + 24- MIN. Bd - MAX. DIM. OF BELL + 8- (UNSHEETED TRENCH) MAX. DIM. OF BELL + 12- (SHEETED TRENCH) 2. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALl BE /IS REQUIRED TO REACH SUITABLE FOUNDATION FOR NON- CUSHIONING MATERIAL, DEPTH SHALl BE 6- BELOW BOTTOM OF UTIUTY. 3. SHEETING SHALL BE DRIVEN BELOW THE UTIUlY INVERT IF REQUIRED FOR LATERAL SUPPORT OR UNSUITABLE MATERIAL REMOVAL WHERE DRIVEN BELOW PIPE INVERT, SHEETING SHALL BE CUT OFF A MINIMUN OF 12- ABOVE TOP OF PIPE. OR HIGHER /IS AUTHORIZED BY THE ENGINEER, AND LEFT IN PlACE. IN NO CASE SHALL SHEETING LEFT IN PLACE EXTEND HIGHER THAN 30- BELOW SURFACE GRADE UNLESS SPECIFICALLY APPROVED. BRACING SHALl BE APPROVED /IS REQUIRED. 4. PROTECTIVE CONCRElE SLABS ARE REQUIRED WHENEVER DEPTH OF COVER IS LESS THAN 36- AND IF APPROVED BY THE UTIUTY. 5. BACKFILL TO BE COMPACTED TO 98" DENSIlY OF AASHTO T180 MOTIFlED PROCTOR IN AREAS TO BE PAVED AND 95" IN OTHERS. Iii PIPE BEDDING & TRENCHING DETAILS \\Laura\c\ACL lWIN\PROJECT -A\0334S\0334SA07.dwg, 6/812004 9:29: 12 AM, 1 :20 C-22 A.I.S.I. 316 STAINLESS STEEL RESTRAINTS DROP PIPE: ~ 3:\ FLANGED gO" ..:.~. ELBOW AND ~ SPOOL ~+=~ ~:{;r POINT IN~ DIRECTION ~ r /~-S -r-- I \.~~ , J> " ..,' ,.~ ~,;".-::-?" "----l ~ ;......:..::..~JX. I FIBERGLASS UNING ~ (SEE DETAIL) ^ v PRECAST MANHOLE CONCRETE WALL~ ENCASEMENT ---.-'Y-r-:I.' '. OplFpEVERTlCAL <;' : .-TEE / '~ ..' ..;' T · ~. ~. ,...... 6- uIN. .' ., ... . 4,', WI ~] I ~ "- INFLUENT PIPE 6 CONST. TROUGH TO MATCH EXISTING FLOW UNf. . .' . .~. :. roo--- ~. . "" ;, : .:. :'4..:- ,,'. ...... .1I... ...'1 .~:. " __ 6- MIN. - .' INLET CONN. '--- :. ~ \, /IS REQ'D -.......... . ;,.;.. 1_ 2- MANHOLE INVER'!7 0 I~::"~ /~'''I.'", .... 'I I . . """~;':"'~""':"~" l . . . " . .: . . ~. '.. '.' ... .... . ... :.-.. ., .... gO" BEND .. FORCEMAIN CONNECTION DROP CONNECTION PRECAST ~OLE~ 'v FILL WITH GROUT ~..~. : . " . STAINLESS STEELw;" BAND ~=........ RESIUANT CONNECTOR ---rJv-;- PRECAST COLLAR MANHOLE ENCASED IN / WALL NON-SHRINK .~ GROUT FLUSH o~. . WfTH MANHOLE : : .'~ : WALL---------... ~ STAINLESS STEEL PIPE 7 ~ SEWER p,P;ci :-:.. -~ '. : ~ , ..0 I, '0' '.' RESU~/ :~ ~ SEWER PIPE MANHOLE INVERT .2: MANHOLE INVERT Z i I ';, .r}] . ',. ,.. :.... .::. to ., . I'. <tI. t . '. . ,. t,... ~. 'Oo '.' ..' ? lYP. CONNECTION ALT. CONNECTION NOTES: 1. PENETRATIONS TO EXISTING MANHOLES SHALl BE CORE BORED. 2. DROP CONNECTION SHALl BE REQUIRED WHENEVER THE INVERT OF AN INFWENT SEWER IS LOCATED lWO (2) OR MORE FEET ABOVE THE MAIN C~NEL.. 3. DROP PIPE SHALl BE OF EQUAL SIZE /IS THE INFLUENT SEWER. DROP PIPE SHAlL BE PVC OR FIBERGLASS WITH NON CORROSSIVE OR STAINLESS STEEL FITTINGS. IF A TRANSmON TO OTHER lYPE OF PIPE. THE TRANSmON SHALl BE OUlSIDE OF MANHOLE. 4. DURING PLACEMENT OF THE FIBERGLASS UNINC?, IF THE BENCH IS NOT REMOVED TO ALLOW THE UNING TO EXTEND TO THE BOTTOM OF THE MANHOLE, lHE EXISTING BENCH SHALL BE NOTCHED AGAINST THE MANHOLE WALL FOR THE ENTIRE CIRCUMFERENCE TO A MINIMUM DEPTH OF TWO (2) INCHES AND THE FIBERGlASS UNING SHALl BE PLACED AND SEALED INTO THE NOTCH, ANY NEW CONCRETE/GROut TO BE PLACED OVER THE EXISTING BENCH SHALL BE BONDED TO THE EXISTING BENCH USING AN APPROVEDI EPOXY BASE ADHESIVE TO PREVENT COLD JOINlS AND TO PROVIDE FOR PROPER BONDING. MANHOLE CONNECTION DETAILS C-28 Bd (SEE NOTE 1) t. I Be ~m~llTITL'; IT~ COMPACTED ~i BACKFILL 11 TWISTED BRACKET- TARA ST. Ef1lREET I.D. at MElRO ASSBL Y. ~ {] JEREMY PLACE ~TO~ MAIN ENTRANCE ONLY ~ IJAMIE AVENUE NORMAL TRENCH GRANULAR BEDDING \>> TIFFANY lANE ~TO~ CONCRETE ENCASING INTERNAL SlGNAGE ST'OP SIGN WITH STREET ID NlS o 1-6" ft I~O r- -0 '<J: 0 r- _ 0 - 0 o o o o o o o o o o o o ......" ~"'<::: SCHEDULE 40 GALVANIZED PIPE AND FITTINGS, OR TYPE K COPPER PIPE AND FITTINGS. OR SCHEDULE 80 PVC PIPE AND FITTINGS. BACKFLOW PREVENTER-TYPE fJS REQUIRED BY UTIUTY III ~ ~ 01- ~~m~ :i~llilli I I CURB 1 .....: '10 ~ . to . I :.: .:,.. " . ,... '. . lid .' . . ., . ,.' . . :,' :'.,': ',.,4': .. . CURB STOP (LOCKING TYPE) CORP. STOP 060=- C;# [ WATER MAIN It I i i , UNION 1 1111 r UNION HII R/W ~ nNISHEO GRADE AT I ! PROPERlY UNE __--L.' 18-1 ,i 4- RISER AND PLUG i . TERMINAL DEPTH ~ ~ /IS REQUIRED FOR ~ -HOUSE- SERVICE ~~MIN. - 5' MAX.). AND PWG ROTATE 30" ~ SLOPE TO TERMINAL (1YP.) DEPTH AT 1.00" MIN. /~ (lYP) SEWER MAlN-./ SINGLE METER BOX AND UD ' SET TO FINISHED GRADE. I , I i i I i i i i 1. . IIITfj ~II ,1lT x-=->=c . r-7ir-1' . : 7 ~ ~i'--L/ j' lMO~ I ... DR9 POLY - PE 3408 2- DIAMETER ,- 4- TO 6- :t' ~ 'J:' 1 [~ 1 I ~/ -V BALL----/ 12- TO 30- VALVES ABOVE GRADE FINIS,~E~ GRAD/ Tl111,. . -III:. I f~ I DOUBLE STRAP SADDLE NOTES: 1. A POSITIVE DIELECTRIC CONNECTlON SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPUCABLE. OR AT PROPERlY UNE AND IN NO CASE SHALl IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 3. PAINT BFP AND PIPING WITH A PRIMER SUITED TO BASE MATERIALS. FINISH WITH lWO COAlS FORREST GREEN EXTERIOR ENAMEL 4. ON NEW INSTALLATIONS. THE BACKFLOW PREVENTION DEVICE SHALL BE TESTED ACCORDING TO CIlY OF WINTER SPRINGS. REQUIREMENTS BEFORE THE METER INSTALlATION CAN BE APPROVED FOR USE. 5. FOR RONJWAY CROSSINGS. ALL POLYETHYLENE SERVICE UNES SHALL BE INSTALLED IN A SCHEDULE 40 PVC SLEEVE. THE SLEEVE SHALl HAVE A NOMINAL DIAMETER OF A MINIMUM OF 1 INCH LARGER ~ THE SERVICE UNE DIAMETER, BUT NOT EXCEEDING 4 INCH NOMINAL DIAMETER. THE SLEEVE SHALL EXTEND A MINIMUM OF 12 INCHES. BEYOND THE OUTSIDE EDGE OF THE ROADWAY PAVEMENT AND/OR CURBING. SEAl. THE ANNULAR SPACE AT THE ENDS OF THE CASING USING AN APPROVED, NON-SHRINKING, MIN. 25 YEAR, SIUCONE CAULK. 5. POLY SERVICE UNE SIZE SHALL BE 2 INCH. I ~ol t--I U ~Ii :> rl, t) CJ !~ z i9~ ~~~~ -.&of ~ ii ~ 8~1~ 0:= Z gi_ ~aB! ~ Z =-B! <~; 3/4", 1", 1 1 /2" & 2" WATER METER & BACKFLOW PREVENTER COMMERCIAL. INDUSTRIAL. AND ~ULTI-FAMILY SERVICES C-3 -' K- ~I - .-Ir ~ 12" TYPICAL INSTALLATION ~ 1. PLACE POST 2. POUR IN DRY CONCRETE MIX 3. ADD WATER AND MIX 4. FILL HOLE W1lH REMAINING DIRT OR SAND TYPICAL PLACEMENT DETAIL NlS SIGN DRIVING LANE (NO CURB) DRIVING LANE (CURB) (DIAGRAM 03) ..- I 6' MIN. . . . . i . : ! . I i . W14-2 3O.X30. ~ ~ ..q: ~ ~ (:) t5 z t..... 0 a:: i= ~ 9 <..:> La... :::> .. 0::: V> ~ a: C> z z a:: ~ a.. 0 V> <..:> a::: ~ ~ ~ ~ 3= --..J I- ..q: :::> -...I ;:::! S DA'II: ' , . ') 8 2004 I ~ ~_,II;PL OF FlORO\ . NO. 38505 SlIm: 7 or: 8 'll ", ' "~',': , ., 4" ' ,,' ", ~" ~ " " / CONCRETE ,"., ',: '~, .': ~ ", ."4,,, ')/ ,',' ...-1--..', ,:' .' , , 4 ' -:...-:~,," L ' ", .'.." ~ " 1/ ~ \\ ~ ~':' ' I .:' ,,': ' - + 1/"" I~ :::--- Bc/2 ._::' .:;wTTT I\~~;;;:: d /.J ,...--J I!.T UNDISTUR~ '1] ,...--J,...--J ~Il_ ~ SEE NOTE 2 SOIL jA- ,.-/ I,...--J - PIPE BELL ' eil . '-~:~~D GRANUlAR 0.6 Be (TOTAL) BEDDING MATERIAL I - .L : ~ 0 _or- _.-- .,' UIN, I i 12. MAX. I : i z I :i ! ! }.-.. . i I I . I inlj! I _I - I ~::EI o NO OUTLET S'l'MBa.. FOR -NO OU11.E1" SIGN-SEE PLAN VIEW R1-1 30-X30- 2' NO I au TLET STOP R2-1 24-X30- Z :i . ~! , " SPEED LIMIT 15 TYPICAL SIGN PLACEMENT NlS ,,' 'n" ,I" , )@;~:; , ; 'i I .~ ,~ ~;t.{;' "'~,' ',' t;l#.', :,!t::..~> ;.~~ . :.:~~A% ; '~'" "'d' }:" ~:. :,,;~,-:-~. \ 0:: '~~. ,',- ' . "~ r.,:J . ;:~:~~ , " ..\.fl' ~:,',~ " ~ .~ ;. ~~ lt1t\ , ~".' " ...... f~..:'j.. . 'Y; ;'. ~ i,"'t;: .t, . L ;V' fL', ~:: , ;4 ':iF '~:;. ,. .:).~, :;~:, ..','U. '1';;).; ~~l:~,"; .' .~?if~ ..~-t 'l '.jl, '~';f,.e . ~',~.'~, . .~:;. ,', :L (.; ,~.~, '.f . ~~ ,....; ~;,~j ~, ~(~+~,. '~', .t. '-~-._._-_.,.-- 0,0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.5 0,0 0.0 0,0 0.0 0.0 0.0 0.2 0.8 1.6 0.0 0.0 0.0 0.0 0.0 0.1 0.5 1.3 2.7 0.0 0.0 0.0 0.0 0.0 0.1 0.4 1.4 3,9 0.0 0.0 0.0 0.0 0.0 0.1 0.5 1.4 3.5 0.0 0.0 0.0 0.0 0.0 0.1 0.3 1.0 1.8 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 1.1 0.0 0.0 0.0 0.0 0,0 0,0 0.1 0.6 1.2 0.0 0.0 0,0 0.0 0.0 0.1 0.4 1.1 2.0 0.0 0,0 0.0 0.0 0.0 0.1 0.4 1.4 4.1 0.0 0.0 0.0 0.0 0.0 0.1 0.3 1.0 1.8 0.0 0.0 0.0 0.0 0.0 0,0 0.1 0.5 1.0 0.0 0,0 0.0 0.0 0.0 0.0 0.1 0.6 1.2 0.0 0.0 0.0 0.0 0.0 0.1 0.4 1.2 2.0 0.0 0.0 0.0 0.0 0.0 0.1 0,5 1.5 4.4 0.0 0.0 0,0 0.0 0.0 0.1 0.4 1.5 4.7 0.0 0.0 0.0 0.0 0.0 0.1 0.5 1.3 2.4 0.0 0,0 0.0 0,0 0.0 0,0 0.2 0.8 1.5 0.0 0.0 0,0 0.0 0.0 0.0 0.1 0.5 1.0 8 4.4 1.9 ~.~-~.O 1'--"'-"'- .27.0 1.9 0.6 O,~):s~ ~:!- 0.2 0.2 ~0.4 .0.6 .~':,~~~,;~ 0', .0.6 0.9 0., ,.~9 .~:~ .1 l.lf--O;Va_~.o ~~~r~.Jro.8 :: ::~25~;1, ;'. ::: 14~~~~.~~~_ 0.. 0.5 0.92::Q o. '-.0.1 0.2.0.2 .0.1.. 0.'-0.1. 0.'...0. 1 0.,. 0.0 0.0. .0.0 0.00.0..0.0 0.0 ..~ 0.0 o.J 0.0 ~//'~.O o.J 0.2 0.3 0.3 0.~___~.3,'I,~~._,O.3..0.3 0.2 0.1 0.1 0,0 0.0 0.0 0.0 0,0 0.0 op 0,0 O. \,0,0 ,0.0 0.0...,0.0 0.4 0,4 0,4 0,6 O,6:;!5 0,6 0,6 0.3 0,2 0,1 0.1 0,0 0,0 0,0 0,0 0,0 0.0 0,0 0,0 O,()~.0:0""6,o 0,0 0.8 0.6 0.5 0.9 1.1:lt8 1.1 0,9 0.4 0.2 0,2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 O'~i f'O 0.0 0.0 0.0 1.2 0.7 0,7 1,2 2.5 ::2,8 2.5 1.3 0,6 0.4 0.2 0.1 0,0 0,0 0..0'/0.0 0.0 0.0 0.0 0.9CO;gJ(~I~ B ~~0t.7 0.'3.:,0;, cro,o-'o,'o'"~'l-OIO\. 0.0 0,0 0.0 , ~ 1.2 1.2 'lp' ~ 4.8 1.7 1.1 0,7 0.3 O. 0.1 0.0 910 0.0 Q.O 0,0 0.0 1.4 1.2 [Ji~:-t-'~.3 -,.8 1.0 1.6 0,9 0.4 0, 0.1 0.0 p,o 0.0 0 0,0 0,0 1.2 0,9 1.~1t14, 5.3 1.6 0,9 0,5 O. 0.1 0.0 /0.0 0,0 ,0 0,0 0.0 0.9 1.9 1.3 0.8 .8 4.7 1.5 0.6 0, 0.1 0,0 '0,0 0,0 ,0 0.0 0.0 ,. 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ELECTRICAL ENGINEER 1080 GREGORY DRIVE MAITLAND. FL 32761 PHON~ ~On339-3060 FAX: (407) 339 - 8121 E.MAIL:~igle@fJce-mep.com GREG SIGLE P.E. P.E. LICENSE # 48671 EBN # 8019/# 9682 ..J u.f a.: a.. t"l 8 ~ ~ d ~ li\ Gi Iii ~ CD ~~ ~~~ ~ ~ a~~ ~~~ Me) ~~ Qt) ~~ rzlo j:Qg: ~ [9 ~ ~I ~ e 5 Q co . 0 ....:1 0 ~ 1-1 U ~~ t--. _ ~ ............ ~o 1-1 rh ~~ U \.....J D.. C") Z tfj~ Z~li <~~g 8 (:1::1 ~ ~ ~ Z ~:. r_' 1-1 ~~ t-I-t c..? ~ $ ~ Z ~re <~; :z ::5 0.... 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I, 'i.'fI"' I.. \~ "1." "1, , ,~ , ~..'l { ~t '40 ' ~ ~.i f: \', ~'~~ : ~I~ ;j . : ~ :,\, ~, :,ti '::1 ,'[. I, ,I' : '1 , .J <'i ";1 ,,1 , ~ :j . ~ ,I, " , j .. I, 't , !~ ,~ ..~ :1 ,I ! ~ 'i :1 .,~ .~~ . ~ .'fi .~ ,,~ , ~ ' ~ : ~ . V\, . V\ ,.. . . ~~~rt . . . . ~f~r .J1 tL.6.W ~ ~c:. /O-<j S HI; [, . c . . . . . . . . . . ; . eoT ANICAL NAME COMMON NAME 5FECIFICA TIONo ----.-- ------~_... --- -- -..--- ._-- Gluercu& virginians LIve Oal<. 12'.14' O.A. l-ll., Conlalner Grown .' l' ---...---------.------ Ulmue parvlfalla Drak.e elm 10' MIn. l-ll., 3lZ) Ga lIan ------- ", Ilex 'Canlvl!!!l' Fe~t.lve Feellve l-lall~ !::t' I-H.. )( 3' &pd., 30 6allon , ",' .~. ---...----.------- --' -----..- LagerelroemllJ IndIca Crape H~rlle e' 1-4l., H.T.. 30 Gallon .' . .--- -- --....-- -. _.- - -.-....-..--- -- -.-- --- Viburnum euepeneul11 &sndankwa Viburnum 3 uc!llon, 24" MIn. 1-1\.., ;24" O.C. --------.-.-...---.- ----..-- .-'- IndiCa Indlc!n l-lc!wlhorne .3 Gallon, 12" )( 14". 24" O.C. ..----. ---...--. .. -.- ---- -- ------ ---- , 1cZ>8 . RhC;>dendron IndIca .3 6allon, Ie" I-1l., 24'1 a.c. AZlJ lea --- -------------..--.--...------ '. " Llrlope '61us 61g' 12" I-Il., I 6allon. '8" O.C. Llrlat:'e muecarl --....-....-.....-.--.-.----.-...- -. - .-.- --. -' ..- ------------.... " ' 12" &pd., I Gallen, Ie" O.C. ',18(2) JunlperU& pareonll Fsreon'e Juniper ---.---.-.-----.--.. .---.... - --.---.---.....-- AnnUcft Ie 5eaeonal Color 4" Fole, 1lZ)" O.C. ---------.-------------- t Fine earl<. Nuggele . . 2 II2".~" ThIel<. All FIsnllnEl 6ede ----- -..-- . , &od, - el. ,Auguet.lne ~"f=loralam' , Relenllon Fond Nol Included Ae Indica led On Flan Folllng eoll Ues In Annu61 6ed& . --------...--------- ----- " . , '. " ., .' 'IRRIGATION EQUIPMENT LEGEND .' I .-----. ., , "KEY' DESCRIPTION '. RAIN61RD b" pop-up SPRAY HEAD INSTALLED ON 3/4" 5CI-I 40 PIPE EXTEN510N FOR GHRU6 CLEARANCE! MINIMUM OF 21 DISTANCE FROM CURB :RAIN6IRD 12" POp-UP SFRAY HEAD INSTALLED USING A ,:,1/211 t=:~.~~ FIFE WITH MINIMUM OF 12" LENGTH ,~ . t t ;' " " / .' DEVICE , . \ "RAIN61RD I" FC:sA SERIES ELECTRIC VALVE ,. . . , .. 1" , e,CH 40 MAIN LINE . , " . . , .j ., ~ ;"-: ~ . . . . . . . . . . . . . . . . .)1, to , ,f t:..t..:=.... .. . 't.'.: ~ .' I.: ...:_r ." " . .I. . t, '-'- ---- -'-- ---...-- . _.......1"- " ~-- oJ LANDSCAPE GENERAL NOTES .-.... -----.-- - - --.-- -.---.-----.--- ..-.---------------- ------------ "d ... I, 1M Lllnc:facllpe Corotractor ehall lroe,,"" that thle u,orlc. do"a not I"l"rrupl "slllbllehetd or p-oJ"cl"d drc'llnag" patterroe. , TM Lanc!.ellpoll CC't'lrl.lclor lIh/lll In!"Jf'~ ..dequ"l" vertical dral'lago!l In "II plant beefe a"d plllntere .....,rtlcal drilling t.....ough ""y co",pllCleo nil lO n"ll....e soil ~hall l:;:s accompllehlSd lo Insurs dr"'''''ge. . ~ TM L~nctac"'r" C.cnlr"ctor ehllll \::0., reeponllll?l... ror all "'/Itt'lr1ala find "II wor". all cl'lllo!to Ir.>r on lM '...nrll'~llp'" pi"". /lno 'n t"'~ III"nllc~l?'" sp~clrlClIl'''''''~ Thc5 \lel or planl quanlllle. "c:eomp"nylng l~ ~I"ne shall bIt ueed as guld" only, Conv"clor a.",1I verlry all quanlll'''' and reporl Il~ dr.er.panelee al time ot blctdl"g. .4 All pla"t "'.!Ilerllll. ,hllll be gradec:::l "'orlda No. I or be\\sr, a. outlined und~ Graol!l. and &lanc:l.!lrda tor Nur.ery Planh. DIvIsion or Plllnl Inc:lualry. elals ot Florida, Ul11e811 othc5rUl'es nOled. 1;, All planl beds eho!lll be lOp drsllle!O with 2"-3" pll'k!t baric. nvgg"te, Eo. l""dllCIlP" Ccntraclor e~1I be wholl~ responelble ror elablll\!-j and plull1b ccndlllon or /Ill lreo!'e a"d etTubfl and ehall be lel(:Jo!IlI~ IIl.1bl!! 'or any da",tlg~ clll..e",c:f by 'nelllbl11ly or MY pl4nl 'Ml"rlllls. 6talc.lng or lr.". or elTub.. " ol!lelr.d or re~usslsd by thc5 landecap" Archltecl. ehllll bs do"" utlllz'ng a ll1l!tl.hod agre!!ld upon by lh8 Lanc:fecaps Archll"cl. ,. ,All el='eclrnen I='la"l mlllllr'Ial &hall b" approve!d by lhl!l Archlle!ct prior to movamsnl lo lh5 Job alte!. ". L"rodsc"pe! Conlraclor e,.".1I dl.pt'''l'' ot etU<"pe end tl1aJor ro("e or all p'anle lO bll r~ov8d ~ do!'f'r<tulonS c"iJe..d by r"",ovIII op8rllllOl1" "",II b"'! p"'lll"d wllh rl!llrtl'~. tr'lIblt!l .GlII, I='IlIc.,d tI"d comp/loted "0 al to rl!l-e"lo!!lblleh prop.r grade! rOlf' new plantlnga anc:l/or lawn IIre!a.. Flnlen gr.sde! beror" planting s~1I b<!l '1_ 3" beloUl tln'en .urtIlC. or adJacenl paving or top or adJllcet"l c:Urbe. C;!l &~d lo l!lIdg<!l or .xletlng lr..llt 1I0d lI"e lo b" a IImGlolh II1anrC\Jr'''d IIn. all 'nc:f'caledl on I='lan. 68d IIn" Ie lo b. approved by Landecap. ArcNt8Cl berore 'nnalllng 1I0d. 10. All -!lyle-lIng Irl!'~8 tire lo bl!' prolelCled, No rill "'3l.,.I~' or u.. ot ~av~ l!Iqulpml!lll1l I/Iround exle\lng t..e91l III allowsd. EMlellng \r""S lire to b<!l prolsct<!lc:l b~ a u'ood bllrrlClloe ",..cled no cloe.- lho!ln thd drl!=lllne or lhl!l tre". II. ,All "xlllllng plant ",al"rlal III lc ramllln un'''u oth!trwlee "oteo or dlreclsd by lh!t Lal'1tc:lec"!=Il!lI Archltt9Cl. 12 tl1<!l l.l.Ind.cape COO'llrllclOr 18 re!t?C01~'b'" ror hMl1ng I='roJ~cl "olle. It'te ll'lnc:i!Cllrl!ll CC<'ltrllclor Ie te p'ovlc:l~ II cerllll.d "clls r,!!,!=,orl ~o Qu,tr\f1r tlnd llJnd.cape ArchUl!rcl. Thet L,,"decllp" Contraclor ehall v",'lf~ l"",l lhe! ."Il11 01'\-ell1 lire acet?plllbl,,, ror p,op.". grolulh of lhe !=Iropoeed ,,'anl malerlal. ehould lhe Conlr.8c:tor rInd poor eoll condItione. lhl!l O\IInl!lf' arod LanoeCab" Archlt.ct ",uel be COll.ulllllO prior lO planllng. 13 All grtlrlt!tll d,,,,,,,,,,IO"'. .,...-:i t!t)(lellng co..dlllone shall b. v8"I'I.d by thd CO"lraClOr 011 lI'll!ll b"ror" eonelrUCUO" b8g111S. Any olecr""ancr.e ehall be brougl,t, lo lh8 allerlllcn or lhe Landecap" Archllecl. I.... All prcpo..,d v"". lo 10" I".talled elthl!l-' l!lInllrsly I.. or snt're1y Or pl4tnllrog b.,o.. Planllng bsdllnl!le ar" not to bs ob.lructeoi e...ooth anc:l r1clll1ng 'I;. Lar>elecllpl!ll CO"lraclor ahdll r"vleW IIrchl\"eturll.,-..,glnellr'lng plane lo b"coll1e t.horOlUghly ra",Illar wIlh eurt"c" "nd eub-eurr"c" uUllllt!lfl. 16. LarooeClll='e CO"trllclor ehall eo-ordlnllle 1111'''' ll-tl!ll IIghllng 11...:1 'rr'gllllO" cO"lraclor regardll1g timIng ot Lh" Inlllallllllon or pl"nl "'''l.r.al, 11 E....e"~ \,=,0."101. .ar~gUllrd eohI'IlI be llJlr.sn lo p:7rol"cl buIldIng "",r'"cea. eC1\JI~.'~l limo lutrt,"h1nga Lllnclac:~p~ Contraolor ahall be reeponelble ror ""':1 dllmage or 'nJury 10 pSl'SGlI1 or prop"rly tIlI'1lch IlIay occur ae a reeull or hIe ""91l9~1J In lM l!lI",ecullOn ot lhc5 work. Ie. F'rovIO" pre-ml)<.d ptllnt mal"rlal 'or ue. In at'Y1Uat bede eo...lsll..g or ,~ '";. COllre. Fine bo!lrlt. 2" 9l. p."l · ItD7lo p..-IIl.. I~ All I.!Inc1eellpe"c! IIr"Jlll to be 'rrtgJll"O wi'.'" "n Jlulomallo Irrlgallon lI!:1elern providing 1tt:lZ> '" cov.r011 g'!l. only pOI='.up mad. ehall be ullll%'!Ic/ in right. 0" :l:a':l arl!lae ThI!I lrrlgllt.on IIYlIlem ehall m",.,t local codee, '" land"cape I"'proverndlrlte will bs Inap'!lCled prior lo teeu.snc:'" ot 011 cerllllCall!l ot c;ccupancy 'T ou II1uel conlllcl your local buildIng dea::>arlmenl fcr a landscape InsFl!Icllon. 21. All I",,<<oel<. sub-bas<!l anc:l conelrucllon mlllerlal. ar. lGl be r_ov",d rrom plantIng ,oIIreu p'olr lo Inetc!JIIIIUon ot plant ",all!l'"Ial. F) 1_ A I\~ --,- I r\J G ----~-- IRRIGATION GENERAL NOTES (A) I HE r.IJN' RAC 1l1R SHALL Rf rER TU THE LANlI~CI\PE PI.AN IJHF:N TRE.NlJIING HI LAY PIPE TO AVUW NE\! AND EXISTING TREES AI~1l LARGE SHRUBS un I\I.L IJIRIN(j FRU'1 lH[ lRRlliATlUN CUN'RllLU.R HJ IIIE RHIUll Cl1'''IRUI W\Lvrs SHALL (\[ ur-14/1 llIRECl nURIAL CAOIl. AU 'J\R( sPiers SHAll. BE HAilE IN VN.VE BUXES UNLY USiNG RAIIJ BJRD SNAP-lifE CONNEClURS; ,\I.,/J SEAL AN , . (c> UNL[SS IHHER'WISE INUlCA1[1l PIPINlt 11) A SlI"lill SPRAY HLAIJ \1HAlL BE 1/2' fLlX PIPE. (ll> AU ","',,, l.lN[ PIPII"lJ ~~HAL l Of llllRILJ) 111 111\\'[ A MINH-lUll to ./F P Of IS', AU l Aft PAl. PIPINli Ul1""'J~) I RlAH U! THE I,I"I~J l.IUl SHALL 11(. mURI[\) fU IfA'vl A HINIMUM CUVER or 12' <l.) lIIE 1I1lHRMlliR ::;lIf,LL ClJUI~UII"I\IF. 'w'JrH IHl ARCHlrtCI UN 'HE [XACT tUCA t \UN ur 1 HE IRRIGAtlON CUIHRULLtR. lJ'> Hfl ,-UNIRA( II.1R ~')IlAlL v[Rlf't' ,.\u. CllNlllllllNS AN)) IlIMttJ~llIl"S :;IIU',/'" UN 1 Hr. f.llI\NS A I 'Ht S II F pr;>IIJP f lJ L I1fv1HE NlUIUJ f ur IJIJPI< UHlJLR I HIS CUN !l<AC I (G) f'ILI. lRRlhM HlN INS 1 Al.l.Ar IllN SIIALL CLJI"FlIRM IU LlICAL CUUES AIm REGULA T llINS. (H) ALL PIPINCi UN IHE. PLAI"S IS UIAbRAI-\I-\AfICf\II.Y RIJIJIEIJ rrJP n ARtlY MHl SHALL nl: Rl1lnrU 10 AVUlD PLAtHS. llLSIGN 1.1lJUtrlCAIIl1I~S ';HAl.L lINLY BE. MAm_ AS IIf.Cl~S',RY ro ME[T nu.u CUt,JUlllUNS ANU UNl.Y UPOI~ APPRLJVAL ur IHE f\RCIH tECTo <t> TIlE f.IJNTRAC1UR SHALL BE RESPlINSIBl E rup Illl rlNAL M1JLJSH1lNf ur Hll SPRII,!Kl.ERS ARC ANIJ RAUlUS III ASSURE 100 PF.RCENl CUVERAGE. (j) 115 VULT, SINGI.E PHASE UECIPICAL PINER IS PEQU1REU IllllPERAIl "Il IRRIGATION CUNfRllLLER. HIE CUIHRACtfJR :,IIAI.L BE RESPlINSIBU rUR CUUR OINA TlNG HIE UJCAf IUN or THIS PUIJER \,II HI U\,INlRS RtPRE')[NI A liVE. 11 SIlALL Bl 1HE RESPUNSIBILl TY llF HIE CUNIRAC IIIR 1IJ SU T1~A' lIll: CUI~TRULLER IS "'IRFO IN ACCURDANCE \lIlH I\ll. ELECIRICAL COUES BY A lIcr..Nsrn El.EC1RICIAN, All I-\AlF.RIALS NECESSAR1 1U IJIR[ lHE (;UNIRUl.LlR SHALL BE f URNISHEU BY THE CUN'RAClUR. CUNTRAC10R 1U CIUOSE APPRUPRIATE NUlZLES 10 PRUVIU[ MAX CUVERAGE. (K) ll) IU A <M) I\ll. UNDf..RGRl1LJIW lRRIGAllUN SfSTOIS SW-\LL III RLGULAlf.lJ BY MJ AUlUl.IA1IC 'U\lR OR CUNTRULLER. THE' IllSllil" ur lHf: S)') I HI ':oHAI.L INCLlJJl[ SI'RlI~I<.IXR HEAUS ANIJ Ul VICLS AFPRU- PRII\ll rUR rHE LANUSCAPl HAT[RIAL TO lJE lRRIGArEU. LU'" 1 ~AJLC 1 UR', HtAlJS IlR UJ'" -VllLUI~f. "'^ I tR U1S' RI DU '1NtlJ Hl v In S SHAl.l. RE L1SrD 10 IRRlljArt CUI"rJNlll ARLAS IN URllER 1U PREVEIH UVERSPRAY UNHJ IMPERVIOUS AREAS. IRRIGA nON SYS I U1S SHAll. BE llE SIGNt D ru PI.ACE HIGII VA,l ER UEI.1ANU ARLAS, SUCH AS ,-,,"'NS, ON SEPERAfE llJNES rRIJI~ 1 HUSE AREAS \JIll H REUUCEU 'JA' tR REQUIRE MEN , $. AlllllMAllCALLY CONIRIJLU.D IRRIGA'lIIN SYSltHS SHAll. BE UPE-RAIUl BY AN IRRlfiAlIUN CllN1RlIl..l.lR HII\' Ie; CAPABLE ftr lRRJr:;AT1I~ll HlliH REQlJIREt-1F:NI ARtA UH ^ tJWH.RLNI SClIlllllLt r~U11 LUV "A'll" RlUUIRU"'lNl ARLAS, PRUVll1tlJ THAI Sll'ERIITE lUNES l.XIS l. (N) (lJ) (P> (Q) . . . . . . . . . . . . . . . . . . . ]-' [-- l' ~\ I' ~' .J c_ ( ---. '...> --..-.-- ------ . ------.....----.--.----. ...__..._._--_...~.... -------... ~,.":))vr.'v.~ " , r 0., ,;:.-.. ~--. ~~ I' ~ ~-- It'IJ.,'< Shr.\H B~' Molnlalned in rj :.~ .~/"./ Vertical Poc;ltlotl :.:....., "\ ~. __." \ v ____ ,.",-~.\ ". ~ .~. . ...__.._-. p,'otec: livE' Rubb~r Hos'! ~--- / ..... ~:7-~JI/ ~.../ ''';;~ ~...............~ ".... . ._______.._ r,IUY \\'irE:'S Cll Sholl lip v.ept '(II...t ..........Jl '..........,.......... ....------.2. Ml.Ilc:h Layer- .', f.........../ ............. -........, _,., .....--.2' >( ~. )( 24' Stlll-P ............" ..;or_,_ /' . '- ~'\--'-~:"""'f~71_ \ftliiJ.JJI!~~-'..~:)1------,-.r .Lllll'" . I L.I"t l........%:.: "-:0':'0,', \;,. ,---- er ~ ,_E" I)JJ.. '- , 'e: .', .-..---..-..--....'t.>, -,' ~... --- -"..,., '\ '~':\" \ J ,-" ,~'\{;.'-----1-r -.., ___....-nl(}ntlng \('.il Mix, lOi. fJ,rw Uod< , , "1' , ......, \' .,.\., :.~. .,~'. ;i"~'. , ,. ;?O% Pp.'1 t l\. lOr. H...."'U5 .e',' '\' , ,. .,. t .t:.:'uy.. .:;,;,,1. _~ ~~.., .'1.:. tr-- -,--.-.- C"..,pO( tr?fl Soli Mly ~ .- '---14~ ~___. ~ ...- . J Se ttlng hE'd , ,._' --. ..,?l(....- . (1-10 ~ lC 24') /--MULCU '-MER / y ',i.~,. .........--PL""'lHIG SOIL 1"1)( ',. l,lIe) ---cur-1Pf\I:Hll SOIL MIX -2X--- SEl f1NG BED (Mo.)(. X = 24') :J('A~ \~" ,:: ':- II ) -......------. ",'CURO"- A Shr IJbs &. grO\.lnclt:ovp.rs odjnc.l?rtt to ~ t'''nIH' ,t ",dO"'" ..hnU hIE' -trIangular 1 SpOCf.'d in t'OwS pur-aHe' to thE' sh'olght edge, 11 :'1" "b'; f\. '-1" ("" ,d' l)vp.r~ 0"..1'" pnl In ':11' .,,>d ,"(/qo;'" shaH be planted in rOWS prJl"ol\e\ to the curvrd edQr~ . . . . . . . . . . . . "- -- - -- ..!.....c.-lL....~ 11 ~ F? I G ?~) -r I [J (\J DE-r AIL_ ,-... "'- ,.:> 'I) ). I" "I) I'll'( I {') "V"~ M^,t; '.I)M'II.P \ "- -:=:=--n -- 161?SPVAY HEl\l1 PVC lAlE~'^l l'Uf: _J RAINBIRD MODEL 1812 - 12" POP-UP SHRUB SPRA Y HEAD . .11)' I l .to',",' ,f. -.... . ..\"/f" "'" II ,'IJ';'" I .-~ B "... [, .. ~ . :1.1',. \: I!~! f' I'W' / fill' '" lIU-:";; ". " ',11"'11 II DOUBLE CHECK VAL VE ASSEMBLY BACKFLOW PREVEN1ER II '". I' 'I I) f'''''. l~ " '"mll t~I"",L'F. I 'lI'~ S"r'A Y "fAll .....~~::::-.__._-.. "" I'" r\,c 0') ( I'l' ,PH SII'I' I Hhn\\ " _. /1",1' 1,'.'ffJ.~1 II"E .L, ..- :-~-=:.--- ----.--0 ~~~J.==-......... .._~.:-*~~ RAIf"BIRD '--10. 1806 - 6" POP-UP lUr~F SPRA'( HEAD IIBDI _ ~,,^r 1l1f cot,lI liT Inlt. RAIHBIRD MODEL PGA SERIES ELECl RIC VALVE . . . . . ...----- ~--'--"'-l- --1- --r- ] ~~ "'- --1-'- -1' ::.=r'_~._.=[~__=~C ' I'-- .1IIt~.1 f II'"'' fI" -"" \ - =c J-" ~J:~~I~~J ,- = 1 I =r ]- -L J' - I~';-;;JIIU~;-- ~~[]" ..I.--J=r, _'I-~[JI--]-- -I --1-'- 'J-- - .. ' --]- -.-Co.. , .___ __._._._ __. _I. - I - I tFC",I(',\l J -J -1- l----~~r(.~!!.I__.J.-- JJ- - --- -. - ""'-V' . _. .. - ..._- .- "-'- ---- -I ] ~ . . -- - --..-.... I Jll ".\,' I (lWrll - r 'I"l ()l WI"'B .VIPI1K, 10 G. V,ll.lV~ tAINBIRD WAll MOUNf CONTR~L ER/ .~ \.~ o-L\ . . . . . . . . . ~ Of " ';'. 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J, . :r;:i.'ijJi l~~ir... . .~ :. ~;('f' )r'W .j".:r;:'~", :~\ , ,~'l'~":g:'" " 'IJ,~~~ ..,... ...,. l...:r~~~... · If .,~~~~ ~.tE'~i: . ;':'1 ':.' ,.' \ .:~ '::~}. m~ .:": .t!.-.~~.~ f)~$.tin~ ~.~,,\ 1, '1',.. . ,;~ lltiiJ!~.), ~~ ~t~~.. ..,~ . , .. 'll;f~~r'" "i "1I".~ :. ..."t:: .,. . I "'At" v., ...",,' ~:'~k' ',. '/, .',.. h\~~.!l". I' .:~,. .\ ~ ,Ui:,b~r, I":~t t,t . V\ . V\ J . V}.!-20-041 . [7NT=2l- rZ>:3 I . 11-25-031 . SHlET HUKill L3 . .~ ,"' ;, I I , I \ .',\ , ,'" '. ." dl. ..'! ~ . . , 't !. . .;" . .t.' - , .....1. t: '../ ~ .. . ., I , I ,,' -, .' l .... t . , ..,'. I.. J' ~:. : .-t, : . 't,,-.' ".: . "f.~ I . ',t . " t i. "'. , .,1 . ! , . I )J :i".!~ 1'~~!\""1 ~l~t ~.r I ., ,j'. \ ,'! '>,.';, ::~ '::1 '. .,; I .'S . . '~~ \ ~ ; . I' /, ~;. "1 4 < .. I' '. I , : l'i /; . . . ..to ~ ~ I .. -I ~. . ': '1 ,~, ,~.i\ 'i~>fi' ~l:>o/~ ~4'" i'