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Home My WebLink About2003 08 11 Regular D Final Engineering/Site Plan and Development Agreement Amendment for an Automotive Repair Shop COMMISSION AGENDA ITEM D Consent Information Public Hearin Re ular X //~j /Dept./~ August 11. 2002 Meeting MGR. K REQUEST: Community Development Department requesting Commission consider and approve the final engineering/site plan and development agreement amendment (building elevation/architectural rendering) for an automotive repair shop on a 1.36-acre parcel along the south side of SR 434, just east of the entrance to Tuskawilla Trails. Signage will be addressed separately, at another time. PURPOSE: The purpose of this Agenda Item is to request that the Commission approve the final engineering/site plan for a two phase site plan with a 3,000 square foot (foot-print) automotive repair shop and an adjacent 3,784 square foot (foot-print) future building along SR 434, within the Town Center and amend the existing development agreement. The amendment to the development agreement consists of a modified building rendering (flat roof). The automotive building is planned to have office use on the second floor, APPLICABLE REGULATIONS: Section 166,021, Florida Statutes, Chapter 9, Land Development. Town Center District Code, Binding Development Agreement. August 11, 2003 Regular Item D Page 2 CONSIDERATIONS: The 1.36 acre site was annexed into the City on June 11,2001 (Ordinance No. 2001-34). On June 25,2001, the City amended the Future Land Use designation from Seminole County Office to City Town Center. On September 10,2001, the City adopted Ordinance No. 2001-48, amending the zoning from Seminole County A-I to City Town Center. A special exception was approved for an automotive repair shop on October 22, 2001. A development agreement, addressing allowable uses, hours of operation, the building fa9ade, signage, vehicle storage and screening, and pollution and other environmental concerns, was approved at the June 10, 2002, City Commission meeting and executed on June 19, 2002 (please see Attachment A). The site plan has been designed pursuant to that development agreement, although the applicant wishes to modify both the building elevation and signage from that which was depicted in Exhibit "B" ofthe development agreement. Therefore, exhibit "B" must be amended if the building is to be built as proposed. The treed site currently contains a wood frame residential structure that will be demolished as part of the site work. The existing well and septic systems must be properly abandoned (except that the well may be retained ifit is to be used for irrigation). No wetlands or floodplain issues apply to the site. The 13,911 square foot storm-water pond, located at the rear of the site, is designed to capture the 100-year storm event, rather than the 25 year storm. Any overflow at or above and beyond the 100-year design storm event will discharge via weep-holes in the wall into the unimproved 30 foot wide right-of-way that exists behind the site - between the site and the adjacent Tuskawilla Trails mobile home community. The site is proposed in two phases. The first phase will include all of the site work, including a two-story building with a maximum of 5 automotive bays (3 for automotive repair and 2 for express lube service) on the 3,000 square foot first floor and office uses on the second floor. Neither the Town Center Code nor the development agreement requires an actual second floor, although the building is required to have the appearance of having two floors. The second phase consists of a 3,784 square foot building (footprint) is proposed for the future. As part of the phase one.improvements, a wall will temporarily cover the portion of the frontage where the phase two building will eventually be constructed. A two-way 24 foot wide frontage road is proposed along the SR 434 frontage (please see SR 434 Frontage Road requirements in the Town Center Code). A cross access easement is depicted on the plans and must be provided prior to issuance of a Certificate of Occupancy. One curb-cut onto SR 434 is proposed, at the northeast comer of the site, connecting both the frontage road and the other on-site vehicle accommodation areas with SR 434. Since this site is temporarily isolated (until the adjacent properties along SR 434 develop), 90 degree parking will be allowed along the frontage road, but only as a temporary measure - at least until the adjacent property to the west develops. Both parking configurations are depicted on sheet C-2. One parking space is lost in the conversion from 90 degree to angle parking. The Town Center Code requires either 2 August 11, 2003 Regular Item D Page 3 parallel or angle parking on frontage roads. The plan depicts a total of 38 initial parking spaces, with 37 when the frontage spaces become angle parking. FINDINGS: 1. The site is within the City of Winter Springs, has a Town Center Future Land Use designation, and is within the Town Center zoning district. 2. The proposed final engineering/site plan is consistent with the existing development agreement, the Town Center Code, and Comprehensive Plan (amend Exhibit "B" in the development agreement to approve the revised building fayade and roofline). 3. The existing development agreement addresses the City's primary concerns to protect the adjacent land uses from the potential problems associated with a wrecker service and automobile repair shop, providing for reasonable use of the subject property. 4. The proposed building elevation/architectural rendering and roofline are contingent upon Exhibit "B" to the development agreement being amended to incorporate those changes. Signage will be addressed separately. 5. The 90 degree parking in front is only temporary and must be changed, as depicted on the plans, to angle parking, when the adjacent site to the west is developed. A cross-access easement must be conveyed to the City, for the 24 foot wide drive lanes area in this front area, prior to issuance of a certificate of occupancy for this site. RECOMMENDATION: Staff recommends that the City Commission approve the attached final engineering/site plan and amended Exhibit "B" to the development agreement (e.g. building fayade and roofline). ATTACHMENTS: A Development Agreement. B Proposed new Exhibit "B" C Final Engineering/Site Plan COMMISSION ACTION: 3 111I1..... I .11........1..1. @ Prepared by and Return to: Anthony A. Garganese, City Attorney BrMYn, Ward, Salzman & Weiss, P.A. 225 E. Robinson Street, Suite 660 P.O. Box 2873 Orlando, FL 32802-2873 Parcell. D. No. 36-20-30-502..()Q()()..()Q10 ATTACHMENT A MARYANNE MORSE, a..ERK OF CIRCUIT COURT SEMIt<<U axmv BK 04450 PG 0328 CLERK'S # 2002902560 RECORDED 07/01/2002 04:21:36 P" RECORDING FEES 69.00 R€CORDFJ) BY S O'Kelley BINDING DEVELOPMENT AGREEMENT Lq~ THIS BINDING DEVELOPMENT AGREEMENT is made and executed this I day of ~~ 2002, by and between the CITY OF WINTER SPRINGS, a Florida municipal corporation (herein referred to as the "City"), whose address is 1126 East State Road 434, Winter Springs; Florida, 32708, and the owner of the subject property, JOSEPH M, MIRANDA and ZELIA M, MIRANDA (herein referred to as the "Owner"), whose address is 1417 Lambert Street, Deltona, Florida, 32725. WITNESSETH: WHEREAS, Owner owns certain property located in the City of Winter Springs, Florida, Town Center District, and legally described in Exhibit "A," which is attached hereto and incorporated herein by this reference (herein referred to as the "Subject Property"); and WHEREAS, the City Commission at its regular meeting on October 22, 2001, approved a special exception. to allow an automotive repair facility at the Subject Property, subject to the seven (7) conditions set forth in the City Commission agenda item for the special exception and also subject to the approval of this development agreement between the City and Owner; and 1 ,. 1 Lt: NUPl ~UO~'902S60 OR BOOK 04450 PAGE 0329 WHEREAS, the City Commission of the City of Winter Springs finds that this Agreement is consistent with the City's Comprehensive Plan and land development regulations and is a legislative act of the City Commissi.on of the City of Winter Springs; and WHEREAS, the City Commission further finds that this Agreement promotes the public health, safety, and welfare and is consistent with, and an exercise of, the City's powers under the Municipal Home Rule Powers Act, as provided in s. 2(b), Article VIII of the Florida Constitution and Chapter 166.021, Florida Statutes, and the City's police powers. NOW THEREFORE, in consideration of the mutual covenants and mutual benefits herein contained, the parties agree as follows: 1. Recitals. The foregoing recitals are hereby incorporated herein by this reference. 2. Authoritv, This Development Agreement is entered into pursuant to the Florida Municipal Home Rule Powers Act, and the Code of Ordinances of the City of Winter Springs. 3. Representations of Owner. Owner hereby represents and warrants to City that Owner has the power and authority"to bind the Subject Property and execute, deliver and perform the terms and provisions of this Development Agreement, has an equitable or legal interest in the title to the Subject Property, and has taken all necessary action to authorize the execution, delivery and performance of this Development Agreement. 2 FILE NOM 2002902560 OR BOO<< 04450 PAGE 0330 4. Approval of Special Exception. The City hereby reaffirms that a special exception to allow an "automotive repair shop" has been approved by the City commission on October 22, 2001, for the Subject Property, subject to the terms and conditions of this Agreement. Owner acknowledges that if this Agreement is ever terminated, the special exception shall be deemed null and void and the use of the Subject Property as an automotive repair shop shall no longer be permitted, unless otherwise approved by the City Commission. The automotive repair shop shall be strictly limited to only routine service as more particularly described herein. 5. Town Center Acknowledgment, Owner hereby acknowledges that the Subject Property is located in th"e Winter Springs Town Center and is subject to certain unique regulations. These regulations are designed to ensure that all structures and uses of property located within the Town Center are developed and maintained in a high-quality "j condition that promotes the Towil Center vision and character set forth in the City's Comprehensive Plan and Code of Ordinances. Owner also acknowledges that any use of the Subject Property that is inconsistent with this Agreement and the Town Center regulations is detrimental to the public health, safety and welfare of the citizens of Winter Springs. Therefore, Owner hereby agrees to abide by all provisions ofthe Town Center Zoning Code and Comprehensive Plan provisions and all discretionc;lry "City approvals granted under said Code and Plan, as may be lawfully amended from time to time. 6. Use Restrictions, Owner agrees to fully comply with the following use restrictions on the Subject Property: 3 FILE NUM 2002902560 OR BOOK 04450 PAGE 0331 6.1 Hours of Operation/Noise. The hours of operation of the automotive repair shop shall be limited to the hours of 7:00 a.m. to 7:00 p.m., Monday through Saturday. Owner shall take all reasonable and necessary steps required by the City to minimize noise impacts on surrounding properties. No activity on the Subject Property shall produce any unreasonably loud, disturbing, and/or raucous noise, audible from surrounding properties, at any time. Emergency towing is the only commercial activity allowed at the Subject Property between the hours of 7:00 p.m. to 7:00 a.m., Monday through Saturday and all day on Sunday. 6.2 SiQnaQe. Signage must conform to the Town Center requirements and shall be limited to that depicted on Exhibit "B," which is, attached hereto and incorporated by this reference. 6.3 Vehicle Storage/Screening. Vehicles awaiting routine service or I OJ repair must be stored in the rear of the site and not be visible from the public rights- of-way. Garden walls, fences, or hedges may be used to screen vehicles from' public view. A 6-foot tall masonry wall shall be constructed and maintained along the entire rear boundary of the Subject Property. The height of said wall shall be measured from ground fevel and the masonry materials and design of the wall shall be subject to City approval. The Subject Property shall not be used as a towing storage area (no wrecked' or stored vehicles will be allowed). There will be a reasonable limit to the time a vehicle may be kept at the Subject Property. Tow trucks or similar-type vehicles shall not be stored or parked overnight on the Subject Property. 4 FILE NUM 2002902560 OR BOOK 04450 PAGE 0332 6.4 Use Restrictions. On-site work shall be limited to minor automobile ,'~ . repairs and express lube'. There shall be no retail sales of automobile parts or accessories. Allowable minor automotive repairs uses include express lubrication; other automotive fluid changes or additions; tune-ups; timing, carburetor, clutch and other various adjustments; changing clutches, head gaskets, shock absorbers, struts, starters, alternators, water pumps, radiators, hoses, belts, windshield wipers, and similar other routine service items. Major engine or transmission work (e.g., overhauling or changing engines or transmissions), frame straightening, paint and/or body work, and similar major service items shall be strictly prohibited. 6.5 BuildinQ. The building located on the Subject Property shall b~. constructed to be 2-story in appearance, or in fact, with all four (4) sides of the building, as well as the wall(s), substantially consistent, architecturally, with the ) facade substantially in conformance with Exhibit "B," which is hereby incorporated herein by this reference. The building may house a maximum of five (5) "service bays," three (3) of which will be used for minor automobile repair work and two (2) of which will be used for express lubrication. Owner may construct one residential' unit on the second floor of the building, subject to all applicable building and life/safety codes. The building shall be provided with an awning or awnings on the front, consistent with the awning specifications set forth in the Town Center District Code. 6.6 LandscapinQ. In addition to the normal exterior building landscaping. the final site plan shall include a landscape plan with landscaping and trees on the 5 OR BOOK 04450 PAGE 0333 interior of the Subject Property. Owner shall maintain the landscaping at all times by retaining a competent and qualified professional landscape maintenance company. 6.7 Pollution and Other Environmental Concerns. Owner shall fully comply with all applicable local, state, and federal environmental regulations and laws governing noxious fumes and the disposal of waste materials. Fumes and obnoxious odors generated by the automotive repair shop shall not affect the surrounding properties and shall be minimized to the maximum extent possible. Stormwater management, motor oil tanks, and other environmental considerations shall be adequately addressed to the City's satisfaction during the site plan review process. 6.8 Expiration. If construction of the automotive repair shop is not substantially completed during the course of two (2) years from the date that this Development Agreementis executed, as evidenced by Certificates of Occupancy, this Development Agreement shall expire. The two (2) year period may be extended by the City Commission, if due to difficulties beyond the Owner's control and despite a good faith effort by the Owner, construction is delayed. 7. Successors and Assigns. This Development Agreement shall automatically be binding upon and shall inure to the benefit of the successors and assigns of each of the Subject Property. 6 FILE NUM 2002902560 OR BOOK 04450 PAGE 0334 8. Applicable Law. This Development Agreement shall be governed by and construed in accordance with the laws of the State of Florida and the City of Winter Springs. 9. Amendments, This Development Agreement shall not be modified or amended except by written agreement executed by all parties hereto and approved by the City Commission of the City of Winter Springs. 10. Entire Agreement. This Development Agreement supersedes any other . agreement, written or oral, and contains the entire agreement between the parties as to the subject matter hereof. 11. Severability. If any provision of this Development Agreement shall be hele 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. ,. ", Development Agreement. 12. Effective Date, This Development Agreement shall become effective upon approval by the City of Winter Springs City Commission and execution of this Development Agreement by all parties. 13. Recordation. Upon approval by the City of Winter Springs City Commission and execution of this Development Agreement by all parties, this Development Agreement and any amendments hereto shall be recorded by the City in the public records of Seminole County, Florida, and shall run with the land. 14. Relationship of the Parties. The relationship of the parties to this Development Agreement is contractual and arm's length. Owner is not an agent of the City 7 FILE NUM 2002902560 OR BOOK 04450 PAGE 0335 for .any purpose. Nothing herein shall be deemed to create a partnership, or joint venture, or principal-agent relationship among the parties, and no party is authorized to, nor shall any party act toward third persons or the public in any manner which would indicate any such relationship with any other party. 15. SovereiQn Immunity. Nothing contained in this Development Agreement shall be construed as a waiver of the City's right to sovereign immunity under Section 768.28, Florida Statutes, or any other limitation on the City's potential liability under state or federal law. 16. City's Police Power. Owner acknowledges and agrees that the City hereby reserVes all police powers granted to the City by law. In no way shall this Development Agreement be construed as the City bargaining away or surrendering its police powers. 17. Interpretation, The parties to this Development Agreement acknowl~dge ) and agree that all parties have participated equally in the drafting of this Development . Agreement, and no party shall be favored or disfavored regarding interpretation of this Development Agreement in the event of a dispute between the parties. 18. Permits, The failure of this Development Agreement to address any particular City, county, state and federal permit, condition, term or restriction shall not relieve Owner or the City of the necessity of complying with the law governing said permitting requirements, conditions, term or restriction. 19. Third Party Rights, This Development Agreement is not a third party beneficiary contract, and shall not in any way whatsoever create any rights on behalf of any third party. 8 FILE NUM 2002902560 OR BOO~ 04450 PAGE 0336 20. Specific Performance. Strict compliance shall be requireq with each and every provision of this Development Agreement. The parties agree that failure to perform the obligations established in this Development Agreement shall result in irreparable damage, and that specific performance of these obligations may be obtained by suit in equity. 21. Attorneys' Fees. In connection with any arbitration or litigation arising out of this Development Agreement, the prevailing party shall be entitled to recover reasonable attorney's fees and costs through all appeals to the extent permitted by law. 22. Future RezoninQs/Development Permits, Nothing in this Development Agreement shall limit the City's authority to grant or deny any future rezoning or development permit applications or requests, or the right of Owner to apply for or oppose any future rezoning or development permit application subsequent to the Effective Date (' ') of this Development Agreement. In addition, nothing herein shall be construed as granting or creating a vested property right or interest in the Subject Property. 23. Force Maieure. The parties agree that in the event that the failure by either party to accomplish any action required hereunder within a specified time period ("Time Period") constitutes a default under the terms of this Agreement and, if any such failure is due to any unforeseeable or unpredictable event or condition beyond the control of such party, including, but not limited to, acts of God, acts of government authority (other than the City's own acts), acts of public enemy or war, riots, civil disturbances, power failure, shortages of labor or materials, injunction or other court proceedings beyond the control of 'such party, or severe adverse weather conditions ("Uncontrollable Event"), then notwithstanding any provision of this Agreement to the contrary, that failure shall not 9 FILE NUM 2002902560 OR BOOK 04450 PAGE 0337 constitute a default under this Agreement and any Time Period proscribed hereunder shall . . be extended by the amount of time that such party was unable to perform solely due to the Uncontrollable Event. 24. City's Riqht to Terminate Agreement. Failure by' Owner to perform each and every one of its obligations hereunder shall constitute a default, entitling the City to pursue whatever remedies are available to it under Florida law or equity including, without "'- limitation, an action for specific performance and/or injunctive relief or alternatively, the termination of this Agreement. Prior to the City filing any action or terminating this Agreement as a result of a default under this Agreement, the City shall first provide the Owner with written notice of said default. Upon receipt of said notice, the Owner shall be provided a thirty (30) day opportunity in which to cure the default to the reasonable . satisfaction of the City prior to filing said action or terminating this Agreement. If thirty (30) , " days is not a reasonable period in which to cure the default, the cure period shall be extended to a reasonable cure period mutually acceptable to the City and the Owner, but" in no case shall that cure period exceed one-hundred twenty (120) days. Upon termination of the Agreement, the Owner shall immediately lose all rights and privileges granted hereunder. IN WITNESS WHEREOF, the parties have executed this Development Agreement as of the date first written above. ATTEST: ---- - By: PAUL p, PARTYKA Mayor 10 ~~# b~"/.A-/;d d? ?Z/f./%ir FILE NUM 2002902560" OR BOOK 04450 PAGE 0338 OWNER: By: ~ fY1~.t1~/1{~, 4O~PH M, MIRANDA Date ~~~/ D2 By: ~ (2,0. ~~\r"'h.~ a- LIA M, MIRANDA Date: 6-lq-o ~ 'l daytJL, o has produced Th oregoing instrument was acknowledged before me this fSl02, y Joseph M. Miranda, [J who is personally kn n to I or ~ -,S3 /jq 3 5 3 O..!:J-o-~ () as identifi tion. The oregoinginstrument was acknowledged before me t is J.002, rJ ~elia M. Miranda, [ ] who is persona.IIY k. wn t I or [ r::L}r{ bE CJ93 5-3 hbt}-IJ as ident' tion., \ ..,~~ Sylvia P Denson * Y;ijijJ * My Commission CC870502 ~W1~ 'It" ".... Expires November 6, 2003 (S EAL) STATE OF FLOR COUNTY OF (", (SEAL) .,;,... ""~ Sylvia P Denson * *My Commission CC870502 ~ . .>'.",..... Expires November 6,2003 oJ daY~, o has produced (p, OJ , 11 . . , EXHIBIT "Au Legal Description ..... FILE NUM 20029025&0 OR BOOK 04450 PAGE 0339 FILE NUM 2002902560 OR BOOK 04450 PAGE 0340 -\ , \ \ 2.0.... 2/\ :;.. ~.. '211 ~AcHE'TR V.O G a1.01 LEGA.L DJi:S~RI~JJON PROPERTY FOR WINTER SPRINGS AUTOMOTIVE Beginning at the most Easterly comer of that part of Dlock "B" of D. R. MITCHELL'S SURVEY OF THE LEVY GRANT, as recorded in Plat Book 1, Page 5, in the office of the Clerk of Circuit Court of S croino Ie Couoty~ Florida, lying South and West of the paved road leading from Sanford to 9viedoj thence along the Southwesterly side of the paved road North 38 degrees 45 minutes West 1586.00 feet to a concrete monument West 200.00 feet; thence South 51 d\:grees 15 minutes West 291.30 feet to t.he Southeasterly side ora dirt road; thence Sqltlh 22 degrees IS minutes East 208.lW feet; thence North 51 degrees 15 minutes East 351.10 feet to the point of beginning. Less road right of way described in Order of Taking recorded in O. R. Book 2803, Page 1023. EXHIBit "B" Signage/Facade FILErNUM 2002902560 OR BOOK 04~50 PAGE 0341 "' FILE NUM OR BOOK 2002902560 .~ . 011450 \ PAG6-d342 S.R. 434. Front l::acad p-' , . e. . aCIng (PRELIMINARY) ----I ,( ~ . ~'1' ...J'. /( ) r /- ~.- I 1--- I _J. \ . ~; \ 1 \ I \ \ I \ I I ! /..J ... \ . i "~.:.J'l ,I. I ., A... \ \. . ~ ~' . ..-' ", ~. ..,t ,..,.-' . . " '" . '-?'%'--~.. ,." ., .--:.,.... ,,-;t~' .," . '" "~." ~ . .......,. . _" .~,. ." ~.;,oo /...' ..,..,;.. .; .' - - ." ,,.,..' .....~....' .~ ..."...., . . ,... " / .,' _," ..,;;. ." ,r . . I"~ .',.... ..,/ >' ., .... . ,.". '. ~, o -' ~(!' :nZ ~z :nZ _4- -:- c.:> :::l en >-0::: J-- 0 '., ::i '""- .' 05 ' a ':i ) : :. . . i ' I , : f ' l ," Ii MUg Ut:l U..::l U:::I:.lC:P .JtlW8.H 407-622-9325 P, 1 Richard J_ Uytdewilligen Cb0f : ~\ [ c'A- 697 Balmoral Road Winter Park, Florida 32789 August 8, 2003 Honorable Mayor and Commissioners City of Winter Springs 21 Tarpon Circle Winter Springs, Florida 32708-4111 Phone: 407-327-5956 Fax: 407-327.4753 Subject: August 11, 2003 Commission Agenda - Item "D" Mr. Miranda's Development Agreement Honorable Mayor and Commissioners: This month, I , Richard Uytdewilligen, will be closing on my purchase of the one (1) acre parcel ofland adjacent to the western boundary of Mr. Miranda's property, between Tuskawilla Trails and across from City Hall. As a new owner of "Winter Springs Town Center property", I strongly oppose amending Mr. Miranda's existing development agreement to modify the building rendering to allow for a flat roof with mechanical equipment (AC, etc.)on top. I am considering various concepts for development of my property which may include a three (3) story building height. My concern is the unsightly appearance of a neighboring flat roofed building with mechanical equipment. I respectfully request that the Mayor and Commissioners not amend the existing development agreement, in any way, including the building facade. I am presently out of the country at this time and I am unable to attend this meeting, but would greatly appreciate your consideration of my request not to amend the development agreement. Sincerely, i fli ail it~ IJI Ht lal III !!j 11- ! i s iIi I I hI J!I ai ill II 1'1 fJ~ -II !)i i I a J itl I,! '11.1' III ~h ft,. It I ill lilS fl1 J. aJ il~ 11~ ,Ii ! -I 0:1 II if I ia~ Jill fit jJ,! 1.1'. lit lit -.I Iii 111 eJj tSl ~It ~1i ,OJ! jl. 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EL a..f1' '" o RIGHT SIDE ELEVATION 3118" · 1'-0" 1, . l' , , . . f1i\~ Y ~~ .1 ! \ C>>~ G---IL I I \ rl31 1:-- t ' -\ \J; , ! ~~r\~l_._--vr~ I - i I \ ~ EST./ II:' 1 / , I ')nn~ 'I I I ...."''''... ------------ ,- ----1----- r------ L-----L------------ --- ----f----- ________ ~I A * ~ @ /, I @ j,{ @/ @ .'> I i i i ,,/ i I MATERIAL LEGEND [K] MATERIAL DESCRIPTION COLOR & FINISH ITJ %- STUCCO, INSTALL CONTROL JOINTS WHERE SHOVVN AS SELECTED . APPROVED BY O'NER ~ ,.- DOVVN SPOUT AS DETAILED AS SELECTED . APPROVED BY O'NER [!] UNE OF METAL CAP FLASHING AS SELECTED . APPROVED BY O'NER ~ DECORATIVE MOULDING, SEE SHEET AS,1 AS SELECTED . APPROVED BY O'NER [[] SIGNAGE BY OTHERS AS SELECTED . APPROVED BY 0V\t.ER 00 DECORATIVE LOWER AS APPROVED BY O'MIIER AS SELECTED . APPROVED BY O~ [I] 8" SPUT FACE CMU AS SELECTED . APPROVED BY OWER [!] NIGHT KEY DEPOSIT AS SELECTED . APPROVED BY O~ [[] 8" X 18" OVERFLOW SCUPPER ~~~------------------------------------------ T.O, KEYSTONE EL. 31'-8" ~ T.O, SEMl-CiRCLE r- " ~ ~ EL. 2tr..cr. T.O, PARAPET ~ EL.2~4" ___'--__ : T.O. ROOF S EL. 2?-10" __ . T.O, FRAME ~ EL,1'-10" __ B.O, FRAME .s ~ EL, 1'-0" _ T,O, FRAME ~ '.- !I}- " ~ l? (:) 9"' i , ffi-r'- ~ EL, 'Z:O"~ _ ~I.- ~ B.O, FRAME -.. EL, ry-f1' '-Ill ~ EL ~-8" _ _ ,-- T,O, SEMI-CIRCLE ~ EL 30'-0" __ T.O. PARAPET i b - iQ EL,12"-f1' J C ~,O.CMU .1"[ H_1" . ill, _:_: !? I~ N i ~ .. "'--1'- --'-.- ____.L_ i _.J l' -.. EL, ry-a "" i --1-- 4'-f1' _~ 7 / / "\ rl1J ,1 ! '----~_._-_.._-- --.-.-.--,--..-, =. "-- / ~: ;~~.L:- --~~ r~I~i-~-i~~~:__~-~ _:~,'_:~u iuJ -~-' --~'--;-.IJ~.'. -._ .:~~-~--~.-:~~t--j-}-~.T-:-~:'~. ,~:--l~r~'-' ..:-J~~~-_~:-i:' -~'!'~!-~-.-~':- L_-~::;-~' - i ' . 1 'I ;-2~~c-~.L. ,;/ :'/.-/ J~ ~'~-, ! ':,: / ,>>' ~!~'~ ,/:, ! H' '~ i / L:! ~:T:I ~_:-~-. ~/ .' I I _:.L, ;. q. ;), ',' ' : ~~ :~~ /, i l : i 'v I ! " :~':~J-'~"_~~ '.:L:.:.: c:::j ~ ~ 4'-2" S EL, 34'-0" ~ T,O. PARAPET- 3 ~ EL 3fJ-fr __ T.O. PARAPET f 3'-9" f I -------~------~---- - /HHl ~ " ki>11 l/ 14 ~ ~ I I @ //' '''.' ,. I ,/ @ I I Vi I ! I I I I /" -f131 Ill~ I I I I ! I I I I I I 1,- --! 1,1 i@ II III J-- t ',t @ .I /~/ , I ! /~ ~ ~i3l '" I ( . r-----WtNl~~R-S...~ - I: . t': t I , I @ @ I ! I ! I : o FRONTAGE ROAD ELEVATION 3118" · 1'-0" ,........J (~ .- -',----'- -;-...l--r+-"UT I.....T-. _;_J- :_-l.._: -.--1---.--- ..- r I ' ~-.-.._:..-,'----;-....'.,-..-.J,...-I.- .._- L::~_.:~~~-l~ ';~j-i:J.'.:;~. ......, l-~ ," c::::I MA TERIA~L LEGEND [K) MATERIAL DESCRIPTION COLOR & FINSH [Q] INSULATED EXTERIOR METAL DOOR SPEC SECTION 8800 AS SELECTED. APPROVED BY O'MIIER ff1] OVERHAED SECTIONAL DOOR WHT UTES AS SELECTED & APPROVED BY OV\rt4ER ~ STOREFRONT DOOR WITH TEMPERED GLASS AS SELECTED & APPROVED BY OV\rt4ER ~ FABRIC A~ING AS SELECTED & APPROVED BY OV\rt4ER ~ ALUMINUM SUN LOWER AS SELECTED & APPROVED BY O'MER ~ ALUMINUM STOREFRONT SYSTE", AS SELECTED & APPROVED BY O'MIIER .. ~ ~ . ""!lI) .19 f!} Q; ____________________EL,~~ 3'-9" 4'-2" 4'-2" T.O. ARCH r - - - - EL. 32'-0" foil I T.O. PARAPET j --- - _ _ EL. 3!1-O" 0 I--ill T.O. PARAPET 1 f I r I ! ___ _~______ EL.2~4"0 L1Iil T.O. ROOF r-----~~ i~ ____EL.2?10" '" ~--~/~ 1\ ut8\ T.O. FRAME-0 @/,' ~ / -GJ 16\ / I-~ - EL. 1..7'-0" 0 B.O. FRAME r~--GI ~-----rl---~=:~ .... , :_, --... . ~~ _ _ _ ~L. ~ , l. u._ '-- .-: ~ T.O.FRAME ~ , '/> @ ,/ NGS-AltT-o-MOf I .. ........ - . ... i 434 ,_,_,...J. - .. ~ , '," -ill .-/ -.... _. : , , , , ..1 . 'r" I._~. , , >i I' -. -- - .. . - ..1 -' -- - i__ _.~ . r - I _~_ ._'~_.~ __>_. _.,- _. h u. __.. _____. EL. 2'-8" ------~ B.O, FRAME )121 /~ / / - /, , .l u u - ::;'-~-._';--IT-~h;..-~~_~.::;~..--.-.u-;'..~.'~-'~-~'''~' ' , ,- __,_ .-_;_T'-:':J:::~_' I_T';~ -.- ~ . _____ I __-1 ... ...._. ..._1 _ _ ._ .._ _ ...L ___ 1,u__ _.1.. __..,__ L_,.; .__ .._.. -.... - :' - ~- - - _. I ._ _ j . ._. _. . h .. _.... _. '_ , EL, a-O",... '" -_.. - -.--- - -.. --_. - -'- - -._- ---- -. --_. _._- - - - --_.. - - - _. -- - -- - - -- -- .- ----..-. - ~ r--ill rill r-ill EL. 28'-0" I / / -- - T.O.- PARAP~ ------- >-- L:.J__ >-----1-- .-@--- ------- ~---I~.- TOP-O';Rri':foIl --'.- _ _EL, ~.10"0 ~ T,O. FRAME (w) 6'-0" m..m m -- -.--.r-f3] .. 2 8'-fr ~ / f/':ii ., , 1"1 r ^ 11 I I ~ .. 6'..(1' ;ill ~ .1 .--- -.. --- .-.-----.--------. I till, r-oo ~.:2S-~----r------ T.O. ROOF r:tl.- , ~ S EL, 22"-1cr \ T.O. FRAME- \ &-1;1.. 17'-9" _ _ B,O. FRAME ffi"( ~L.13'-10:112" ~ f-,L---_________ MEZZANINE : ! I t--- - ! (, ' , ,'" ._ h" ~ ..., .'_',," :..' .... __.,' .LiL._.J "_' ------.-------------.--------- - _~IL~ -: ------.---------r------ ~. .~;-- ~ :: ----.-:.-:_ i -~: -~ ~":-_: .JI, I L~;~~:_ ~ ~ ~_:, --.. -~ - . - - -- , . . _r ~~,l~:-=~L-,~~ ~:_ :.. L ___~..______~rDJ__n___=. ~ .~ ~ I - - ]:;1. '[Q]~-:~--=;~~l~~~~-;;i ~-~~-:"?-~~~::~ _ ~=~-=__BJJ= ~=-.-_n= c. .---.----..-m-rn--n.-.l~:/7 T ' , ,I~. LT1<:-;c::, T'.:,:::'=,"T-,'.' t:::J[!J--l f/ .0" II 1 ^i I I / rb I · I 1/ ----- --~.-->------l---- -+--- --- ----~-l~- c-- I ~a1~' I .I: J , I~) I-- : I , I , ! -- --- . , '/ ,@ 1 @ ~?I , @ /,1 @ I I> ( J ) 0. REAR ELEVATION 3118" :II 1'-fr 7 I=:J EL. 35'-6" - - ........... TOP OF KEYSTONE r- --___ EL.31~ T.O, SEMI-CIRCLE !8) ,18\ , .I I _ _EL. 1~-10"0 B.O. FRAME b 9"' I (w) b I . I---'r EL. 12'-0"0 T,O. GARAGE DR -.-- ..-----.--------- --- ----------- I::" -.' -.. -- L-_ --_________ u________ ______.___.___ .- -c'.: _. h .. :j I: ~ (:) 9"' :1" .- 0"0 ."~i 'r ----. .--- -". . i: '.'- d_ __""..:.....: j ~..,..:....:. ____ _ ,..,-1 ! ~-------------- --.- - - ! ,.' ... -- "....."" :.-:;". L~~' _ .h. ,-~; tL, "__._ J,:...,~ .._ .__" -------.----..------.-.-..- ff1] ------------------------. . ff1] _u _ r-- __________u_____________ _________.____.__ " . ~ N.. r EL U'.(J" ,... ., " c... S ( 0 T T I Vl ex: u..J "-\ 1\ C~ 1--1 I ~r E C~ ~r Li 1\ E Z f- ex: <t c... 423 South Keller Road Suite 200 Orlando FL 32810 Phone: 407 660-2766 Fax: 407875-3276 Web Site: ScottArchitects,com License No, SUlAACOO1155 .~_n.""'IloI"""AI'- ""'.... AI ....... ........ ........ CONSULTANT PROJECT WINTER SPRINGS AUTOMOTIVE 1135 S.R. 434, Town Center District Winter Springs, Florida PROJECT NO: 02052 SEAL IlECEI"ED jUL 2 5 2003 sPRlNoe CITY OF WlNT~~nInG currenlr-- REVISIONS: # DATE: DESCRIPTION: DRAWN BY: JH,FV CHECKED BY: OJ DATE: 11/19/02 SHEET: ELEVATIONS A3.1 SITE DEVELOPMENT PLANS OF THE t ItI!CI!IVI!D \ JUL 2 ~ 2003 , I CITY OF WINTER SPRINGeS ~ Current PI-*'8 ... CITY OF WINTER SPRINGS, FLORIDA JUNE, 2003 I Sheet No.1 C-1 C-2 C-3 C-3A C-3B C-4 C-5 C-6 C-7 Description Cover Sheet Site Development Plan Site utIty Plan Off-Site Force Man Plan and Profile (1 of 2) Off-Site Force Man Plan and Profle (2 of 2) Site Gra. and Dr · Plan Lift Station Detail Construction Detail 1 Construction Detail 2 l Slrve JOSEPH M. MIRANDA. C/O INDUSTRIAL-COIMMERQAL STRUCTURES, INC. 933 LEE ROAD, SUITre: 400 ORLANDO, FLORIDA 32810 A T1N: TRISH DEBELL TELEPHONE: 407-629-5431 Index Of Drawings OWNER UNIVERSAL ENGINEERING 5aENCES 3532 MAGGIE BOULEVARD ORLANDO, FLORIDA 32811 A T1N: SHRI RAO TELEPHONE: 407-423-0504 LOCATION OF PROJECT ENGINEER JOHN B. WEBB Ie ASSOCI A lES, INC. 925 S. DENNING DRIWE WINTER PARK, FLORlmA 32789 AT1N: JOHN B. WEBS, P.E. TELEPHONE: 407-62!2-9322 SURVEYOR JOHN B. WEBB Ie ASSOCIATES, INe. 925 S. DENNING DRI"'E WlNlER PARK, FLORIIDA 32789 A TIN. WlWAM F GR\;zm I. PSM TELEPHONE: 407-622-9322 n::. w > GEOTECHNICAL Description : Commencing at the most Easterly corner of that part of block "B" of O,R. MITCHELL'S SURVEY OF THE LEVY GRANT, as recorded in Plat Book 1, Page 5, in the office of the Clerk of Circuit Court of Seminole County, Florida, lying South and West of the paved road leading from Sanford to Oviedo; thence along the Southwesterly side of the paved road North 38 degrees 45 minutes West 1586,00 feet to a concrete monument for a point of beginning; thence continuing North 38 degrees 45 minutes West 200,00 feet; thence South 51 degrees 15 minutes West 291.30 feet to the Southeasterly side of a dirt road; thence South 22 degrees 15 minutes East 208,80 feet; thence North 51 degrees 15 minutes East 351,10 feet to the point of beginning. SECTION 36, TOWNSHIP 208, RANGE 30E EXISTING UTILITIES LOCATION MAP N,T.S. '"' WA lER & SEWER: CITY OF WlNlER SPRINGS 110 N. FLAMINGO AVENUE WlNlER SPRINGS, FLORIDA 32708 DOUG TAYLOR 407-327-2669 TRAFFIC: SEMINOLE COUNTY TRAFFIC ENGINEERING 140 BUSH LOOP SANFORD, FLORIDA 32773 DAVE MUNIZ 407-665-5679 ELECTRIC: FLORIDA POWER CORPORA 11 ON 3300 EXCHANGE PLACE LAKE MARY, FLORIDA 32746 MR. MIGUEL RODRIGUEZ 407-942-9358 CABLE: 11ME WARNER CABLE 3767 ALL AMERICAN BLVD. ORLANDO, FLORIDA 32810 EDWARD MISlCKA 407-532-8526 TELEPHONE: BELLSOUlH ORLANDO 500 N. ORANGE AVENUE ORLANDO, FLORIDA 32809 MIKE BRYAN 407-245-3078 UNllED lELEPHONE-WlNlER PARK 352-343-8770 PREPARED FOR: MIRANDA TOWING ICS INDUSTRIAL-COMMERCIAL STRUCTURES, INC. PREPARIED BY !oIm H. We6I1 k Associllfes, lJfC. CIVIL & ENVIRONMENTAL CONSUL TING ENGINEERS 925 S_ DENNING DR., WINTER PARK, FLORIDA TEL_ (407) 822 - 9322 FAX. (407) 822 - 9325 E-MAIL, WEBBENGRoAOL_COM IJV~ ~OHN B. . Vf~I!..B, P.E. . 19951 DATE: 7/I/D3 ~ "I;f ..J ..J - ~ "I;f ~ OJ .:) J... GRAPHIC SCALE 10 I 40 I lID I 20 I ( IN FEET ) 1 inch = 20 It. '" f CUU SCREEN WALL SEE DETAIL ljC-6 0'" CD CO ,CO CD . OCD eyO ey OJ ..J - ~ ~ a .s o 0:: Q ~ -- <:: ~ "I;f It J... ~ vi C)' 0(0 ~)j "-=- '" o fv) WET DETENTION POND LJ..JLJ..J '" '" '" oCo ",0 () '-0'" t--. 0) ~~ eyt--. ey C/) C/) J ~ CMU SCREEN WALL SEE DETAIL 1 jC-6 SITE DATA ZONING: EXISTING LAND USE: T-C PROPOSED LAND USE: T-C SETBACKS c!c YARD REQUIREMENTS: FRONT YARD 15 FT. MINIMUM SIDE YARD NO REQUIREMENT (3' MIN. IF PROVIDED) * ENGINEERING/SURVEYING L1C, II 3763/LB3763 NO. DATE CUU SCREEN WALL SEE DETAIL 1 jC-6 T-C Vacant FRONTAGE ROAD SHALL HAVE CROSS ACCESS EASEUENT NORTH TO SOUTH - 6.X16. CONC, VERTICAL CURB (TYP.) SEE DETAIL SjC-6 291.30' , 266,89 ! TEUPORARY WALL FENCE SEE DETAIL 6 jC- 7 S 51 01 5' 00" S 51026'59" (DEED) (MEAS,) w w 24,00' 1 1 1 1 1 1 1 12'X12' DUU STER - -- 1\1 I .. ~ONE WAY / - ASPHALT ~ t ~l , .~ S'R r DO NOT ENTER ?8 PAVEMENT ~ /6 CONC, SIDEWALK '\ lS'R SIGN ~ SEE DETAIL 9jC-6 ~ / SEE DETAIL 6jC-6 IT ~-r 70.00,1) ~ ///// //// ///"8~~//)./// ///j/~ ~ R< ~ ;j/jj/jjj/jj;/jj/jjj/jj/~/ s #\~" {~/jj//j{:,;:;j~:';f{:,;::j{/jjj~ tt / ';}/jjfFUTURE BUILDI~G PADj///j;~~. /~ / //j///;////p,.7~S;)//;//////j ~ 7 m_ / ~j/;;;/;;f;jj/;;fjj;f;;;~; ~ // ~ fj:,;::;{:,;:;;(:';;-~;::;/:,;:;;(:,;f;~ ~ . / ~ ~ . . /' IV,VV co LS'R ~/ '::'. 7 ~ H~AP SlGII " ~ ~ ~ KUd~~C~ ::Jf}; V; I /! ,~,~ c ~~~ ff ::<~~.~~~ b o c:i o -- ~ ~ 7\rC!SlGII ~~ ~~-S'I ~ "'. P' ::l :S'R I ..:.." ~) "\..... 1 0 'R - <? ASPHALT - PAVEMENT = ~SEIE DETAIL 9jC-6 - '1/ rS'R S'R '\ b o It'i -- b o N I' II 0, o N LO c:i LOV I:!.V1~"~NC. ~ VERTICAL CURB (TYP.) SEE DETAIL 0lC-6 o < o~ a::: <co 1.&.1 I- I (!) 1.&.1 0 <0, I- 1.&.1 N ZI.&.I oen a::: I.&... (I) 1.&.1 o < 0.. en co ENCLOSURE ~TH WOODEN GA E SEE DETAIL ljC-6 AND 13jC-E ~...' .:,. :;;l :.....:: '.' . . .- . . ~: ... .... .' -' ." . '., ..,.4..,.. ..;,. .... :>-~~ . . .. - :~ ..:. ~ . .~: .~ ~.: ~ . :~.~.<.: ~::': ~0':'~ .>.:.~. ~~:.: .. ... . .. .. - .. ... .... -.. .__ .__. .... .. . .... 1.._, 6'R 20.00' I ~ .in co ex) ( 24,00' - 20,00' 6, 0' 37.67' . I b o ex) o -- II 0, 1-1- ~z <(1.&.1 ~(3 '0 ~> 0 -- < "^ -- 0.. ,- I co II 0, ~~~ 1.&.1 o <( 0.. en I' ..;.-: .....1..- 24 Po' '. ':.- ASPHALT PAVEMENT SEE DETAIL 9 jC-6 in co ex) ( ~ LS'R b o ~ N b o N ,." ~ in ..J. 6'R - '0 o ~ N 6.X16. CONC. VERTICAL CURB (TYP,) SEE DETAIL SjC-6 ~I - ""'" N51030'23"E N 51 015' OO"E f 24,00' (MEAS, ) (DEED) I~~ Vacant 328.24' 351,10' I PARKING REQUIREMENTS: AUTO SERVICE BUILDING 1 (PHASE I) BUILDING 2 (PHASE II) TOTAL BUILDINGS 1 & 2 PARKING REQUIRED BUILDING 1 (PHASE I) BUILDING 2 (PHASE II) TOTAL 1 SPArf../200 SF BUILDING 3,000 SF 3,784 SF 6,784 SF SllE DATA: PR~CT AREA 59,513 SF = 1.366 AC BUILDING PHASE I BUILDING PHASE II PAVED RElENTION POND PUMP STATION GREEN AREA 3,000 SF = 0.069 AC = 3,784 SF = 0.087 AC = 3S,811 SF = 0,822 AC = 13,911 SF = 0,319 AC = 400 SF = 0.009 AC = 2,607 SF = 0.060 AC = 5,04 X 6.36 X 60.17 X 23,37 X 0.67 X 4,39 X 15 SPArf..S (1 HANDICAPPED 19 SP Arf..S 1 HANDICAPPED 34 SPACES (2 HANDICAPPED) PARKING PROVIDED PHASE I (SlRAlGHT IN ON FRONTAGE ROAD) STANDARD 36 SPACES HANDICAPPED 2 SP Arf..S PHASE II (ANGLED ON FRONTAGE ROAD) STANDARD 34 SPArf..S HANDICAPPED 2 SPACES TOTAL AREA 59,513 SF = 1.366 AC = 100 " TOTAL IMPERVIOUS AREA 42,595 SF = 0,978 AC = 71.57 X TOTAL PERVIOUS AREA 16,918 SF = 0,388 AC = 28.43 X DESIGNED IiFV DRAWN .... CHECK .BII JOtot4 a WEBB. P.E. BY APPR'D. PRO.ECT ENGINEER REVISIONS APPROVED FOR JOHN B. WEBB & ASSOCI A TE5. INC. IJVA/U- i ~ FlORIDA 19951 101m H. w~" ~ lite.. CIVL & ENVIRONMENTAL CONSUL 7WG ENGINEERS 926 S. DENNING DRIVE. WINTER PARK, FLORIJA 32789 WINTER SPRINGS AUTO SERVICE CENTER MIRANDA TOWING ICS N:XJSTFIAL -coMMERCIAL S1RJCllIES, tc. - 3= .......... a::: EXIST, CONC. DRIVE TO BE REMOVED AND A EA RESTOR 0 IN ACCORDANCE ~TH FOOT NO CITY OF ~NTER SPRINGS REQUI MENTS. RE OVE CURB TRANSITION AND 0 OP CURB. STRUCT FOOT TYPE · · CURB TO MATCH EXISTING CURB, NDEX 300. EUOVE CONCRETE DRIVE. ONSTRUCT '~DE CONC. SIDEWALK TO UA CH EXISTING SIDEWALK, INDEX 310. /i ~V --/ 26,00' EXIST. CONe. > DRI\E V- 24. SID. CURB ~ AND GUTTER ~ r- (TYP.) SEE DETAIL V / 3/C-6 / 1/ 1.&.1 Z :J a::: ~ ::> C> \ / zjr \. ;'~~~~2S'R /r- ~~, '';Y A~I ~ 6'Ib V -- --~ 0 l'-.. ~ I"'-- N -:. :: .~ . .' ..l' :.' ....... .. :... . ... - ~ 14,00' 26,00' " .... o o . o o N ~ s' CONC. WALKWAY / SEE DETAIL 6jC-6 / / . .... .... v ~ g..+ N ~ co -- . ~ . en ~~ ~~ l~~ / / =~ STOP ~GN --.I 1 "'-. 24. SID. CURB " ~ ADD CURB RA PS PER FOOT INDEX 304 AND GUTTER (TYP,) SEE DETAIL ~ BOTH SIDES 3jC-6 ~C> ~: FRONTAGE ~ _ ROAD SHALL HAVE CROSS ACCESS EASEMENT NORTH TO SOUTH ."l ~ : s .... .... CD ~ .... n ~ o OJ n EXIST, ASPHAL AND AREA RES ~TH FOOT AND REQUIREUENTS. b LO " -- 2S'R NOTES 3= .......... a::: TO BE RE OVED IN ACCORD NCE OF ~NTER RINGS CON TRUCT 3' V LLEY GUTTER ACR SS THE DRI IN ACCORDANCE WITH INDEX 300. EE DETAIL 17 jC-6 1, PROPOSED DEVELOPMENT SHOWN MEETS CONDITIONS OF BINDING DEVELOPMENT AGREEMENT NO. 2002902560, RECORDED .l.JL Y 1, 2002, 100 YEAR FLOOD PLAIN: 2. IN ACCORDANrf.. WITH .THE ENGINEERING SlUDY AND DRAINAGE INVENTORY FOR L1T1l.E LAKE HOVtfil BASIN., PREPARED BY GEE & GENSON, INC. FOR SEMINOLE COUNlY, FLORIDA, DA lED MAY 2, 1997, THE lao-YEAR FLOOD ELEVATION IS 22.00 FEET. LOCA lED APPROXlMA 1EL Y 700 FEET Yt{ST OF THE SllE, 3= .......... a::: 3= .......... a::: GENERAL NOTES 1. FOR LEGAL DESCRIPTION, BOUNDARY INFO" AND BENCHMARK INFO., SEE SllE SURVEY SHEET C-8. 2, PRIOR TO ANY CONSTRUC110N, CONTRACTOR SHALL FIELD STAKE ALL CENlERLlNE GEOMETRY TO ENSURE PROPOSED DIMENSIONS FIT EXISTING CONDITIONS. CONlRACTOR SHALL NOTIFY ENGINEER IMMEDIAlELY IF ANY DISCREPANCIES ARISE. 3. CONlRACTOR IS RESPONSIBLE FOR PROlECTION OF ALL PROPERlY CORNERS. 4, CONlRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRElE AND PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT. 5. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE WITH ARCHllEClURAL BUILDING PLANS AND SPECIFICATIONS, 6. CONlRACTOR SHALL REFER TO ARCHllEClURAL PLANS FOR AClUAL BUILDING DIMENSIONS, COlUMN, RAMP & DO~SPOUT DRAIN LOCATIONS, 7, BUILDING DIMENSIONS SHO~ ON THE CIVIL ENGINEERING PLANS ARE FOR REFERENCE PURPOSES ONLY. \\1-iEN LA YlNG OUT THE PROPOSED BUILDING FOUNDATION, THE CONlRACTOR SHALL USE THE ARCHllEClURAL AND STRUClURAL PLANS FOR EXACT BUILDING DIMENSIONS. 9. GENERAL CONlRACTOR IS TO COORDINATE WITH APPROPRIA lE UTILllY COMPANIES PRIOR TO CONSTRUCTION, ADJUSTMENT OR RELOCATION OF EXISTING UTILITIES AS DESIGN A lED ON PLANS. 10, CONlRACTOR SHALL REFER TO ARCHllEClURAL PLANS AND SPECS FOR AClUAL LOCATION OF ALL U11L1lY ENlRANrf..S, TO INCLUDE; GAS, SANITARY SEYt{R LA lERALS, DOMESTIC AND FIRE PROlECTION WA lER SERVlrf.., ELEClRlCAL AND lELEPHONE SERVICE. CONlRACTOR SHALL COORDINA lE INSTAlLATION OF UTILITIES IN SUCH A MANNER AS TO A VOID CONFUCTS AND ASSURE PROPER DEPTHS ARE ACHIEVED, AS Yt{LL AS, COORDINAlE WITH UTILllY COMPANIES FOR APPROVED LOCATIONS AND SCHEDULING OF TIE-INS/CONNECTIONS TO THEIR FACILITIES. 11. CONSlRUCTION SHALL COMPLY WITH ALL GOVERNING CODES AND BE CONSlRUClED TO SAME. 12. CONlRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY EXISTING IlEM DURING CONSlRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, SlRlPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS, 13, CONlRACTOR TO REMOVE OR RELOCA lE, WHEN APPLICABLE, ALL EXISTING BUILDINGS, FOUNDATIONS, BASEMENTS, CONNECTING IMPROVEMENTS, DRAIN PIPES, SANITARY SEYt{R PIPES, POYt{R POLES AND GUY WIRES, WA lER MElERS AND WATER LINES, WELLS, SIDEWALKS, SIGN POLES, UNDERGROUND GAS, SEPTIC TANKS, AND ASPHALT, SHO~ AND NOT SHOWN, WITHIN CONSlRUCTION LIMITS AND 'M-iERE NEEDED, TO ALLOW FOR NEW CONSlRUCTION AS SHO\\t.J, 14. CONlRACTOR SHALL FOlLOW ALL LOCAL, STATE AND FEDERAL REGULATIONS IN DISPOSING OF MA lERIALS REMOVED FROM THIS SllE. 15. ALL PAINT USED FOR PARKING SlRlPING SHALL BE LAlEX BASED PAINT, 00 COATS OF PAINT TO BE USED. 16, DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS OTHERWISE NOlED. 17, SlGNAGE AND TRAFFIC MARKINGS SHALL BE IN ACCORDANCE WITH F.D,O,T. AND CllY OF WlNlER SPRINGS REQUIREMENTS. 18. PLEASE NOlE, SOME EXISTING IlEMS TO BE REMOVED HAVE BEEN DELElED FROM THIS PLAN FOR CLARllY, SEE SURVEY PLAN FOR IlEMS DELElED. 19. ALL DISlURBED AREAS WILL BE REGRADED TO MATCH EXISTING CONTOURS AND SODDED WITH ARGENTINE BAHIA. 20. THE PROPERlY DEVELOPER AND CONlRACTOR SHALL COMPLY WITH USEPA, NPDES AND C1lY OF WlNlER SPRINGS STORMWA lER MANAGEMENT & REGULA 11ONS, 21. ALL ROOF MOUNlED EQUIPMENT WILL BE COMPLElEL Y SCREENED FROM VIEW VIEW BY PARAPET WALLS OR OTHER ARCHllEClURALLY INlEGRAlED ROOF SlRUClURES. 22. NO PERSON SHAlL UNDERTAKE LAND CLEARING OR THE REMOVAL OF ANY PROlEClED lREE WITHOUT FIRST OBTAINING A PERMIT FROM THE BUILDING DEPARTMENT. THE REMOVAL OF PROlEClED lREES SHAlL BE MINIMIZED TO THE MAXIMUM EXlENT POSSIBLE AND NO AUTHORIZATION SHALL BE GRANlED TO REMOVE A lREE IF THE DEVELOPER HAS FAILED TO TAKE REASONABLE MEASURES TO PRESERVE SPECIMEN AND HISTORIC TREES. 23, PARKING IN FRONT OF BUILDING ALONG FRONTAGE ROAD SHALL BE STRAIGHT IN (PHASE I)A T THE COMPLETION OF CONSTRUC11ON. AFTER THE DEVELOPMENT OF ADJArf..NT PROPERTIES AND CONNECTION OF FRONTAGE ROADS, THE PARKING IN FRONT OF THE BUILDING WILL REVERT TO ANGLED PARKING (PHASE II). 24. CONTRACTOR TO INSTALL CONSlRUCTION ENlRANrf.. TO SllE OFF OF S.R, 434 CONSISTING OF A 50' X 50' X 6- LAYER OF FOOT #57 STONE TO MINIMIZE TRACKING OF SEDIMENT TO ROADWAY. 25, CONlRACTOR SHALL FOlLOW THE REQUIREMENTS OF FOOT INDEX 623 FOR ANY LANE CLOSURE AND' INDEX 622 FOR SIGNS TO USE VttiEN NO THRU LANE IS CLOSED, THE 4' PAVED SHOULDER MAY BE CONED OFF TO ALLOW WORK ON CURB. CONlRACTOR SHAlL FOlLOW THE REQUIREMENTS OF FOOT INDEX 660 FOR ANY SIDEWALK CLOSING. NO LANE CLOSURES BETWEEN 7: 00 AM AND 8: 00 PM. 26. CONTRACTOR TO OBTAIN NDPES PERMITS, 27. CMU SCREEN WAlL SHALL BE 6 FEET ABOVE THE HIGHER SIDE OF THE ADJArf..NT GRADE, 28. SEE SllE LIGHTING PLAN WITH DETAILS OF FlXlURES, HEIGHT, POlES AND PHOTOMElRlC PLAN BY BUILDER. 29. BUILDER TO COORDINA lE IRRIGATION, LANDSCAPING AND LIGHTING PLANS WITH THE SITE DEVELOPMENT PLANS. DATE JUNE, 2003 ENGR'S. PRo.ECT 107-Q1 SITE DEVELOPMENT PLAN SCAlE C-2 SHEET OF7 '-20' I IJI ~ cri ~:>:' I '-'- .sa i{~ ,,~ f# i2 iZ co ~ - ~ Q:' /-.. ~ ~ ~ - ~ ~ ~ co .:::> /-.. I I I , I I r I I I I I I I , I I I I I 9-.- -- I I I I I r I I / I I I I I , / / I I I I I~ I~ 'a I~ Ii I~ ---- 1<: I 0::; I IV) I I I I / I I . . I I /) J I J , / I / I / I / I / I I I o o N n 1 I I I I I I I I ) / / / MANHOkf TR. 45.Q -' I a a J)j / / / I I WET / DETENl10N J POND I I I I I I . - . . 8- PVC- SS PLUG (FUTURE CONNEC110N) INV. 40.71 NEW PRIVATE LIFT STA110N SEE DETAILS SHT C-5 .. ENGINEERING/SURVEYING L1C, # 3763/LB3763 NO. DATE REVISIONS 00000000 ~~o~o~~~ r--.lXlcnO"-:Nn'<t- nnn'<t-'<T-.:j--.:j--.:j- I . . I I I ) DESlGNED BPI DRAWN ... CHECK Ji!Ni ..at4 a WEE. P.E. BY APPR'D. PROJECT ENGINEER 3: ........... ~ . . - . I I L_-l I I I BURIED 600 PAIR CABLE I I I I I ~ IAr' BURIED 1200 PAIR CABL~ :Ii I II I ~ 1/1 I I I /( I I I V I I CD NOTE: NEW 4- 16t GAS MAI$NCENTL Y I I I INSTALLE~ IN R/W BE EN SIDEWALK I I I & R/W L1~E (LOCA 11 UNKNOWN), I I I I I I I I I I I I I I I I I I I I I I I I I l-lJ I I I I I I I I 111 I I I~III ~ I I ':illl ~ I I I~lll (V) I I IV'll II ~ I I lull\ ~ I I I~ III . I I w 1~()I~1 ~ I I 5 I ~ 1 f:, LL. I I 1~ll · I I :Ii I~ I. I en I I :iiI I I I I ". . I : I : VERIFY LOCATION: : I I I I I I : 1\ INSTALL 4- X 2- PVC TEE I : I I I I I INSTALL 6- X 4- Pf REDUCER: I I I I II INSTAll 6" lEE ANp FH WI APFuR. I I INSTALL 12- X 6- M:T TAP, RE$TR, JOINT INSTALL 6- GATE ~LVE, MECH.I JOINT I I I I I I I 1 I I I I I I I I I L_, I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II " II II II II " I I II II II II " II I , I I I I I I i I II " I I I I I I I I I I I . . . . . . - - . . . . . -- - . w > . a::: Cl ~ l > V'l x w / "- //. v . I . . I 'I ~ 3- PVC, SLEEVE II SCH, 40 ~~-. ~~~ u ,.,....,. 7"-- .,.~- -~ .,....,.,.~".. ,-.!"- -~ "'.-7 :~/ I////;///;//;}~~/;///;//;;/. (:////////// //////////.///// /////// 1-// . / . // . // . / . // . // . .. IJ:~/;////~~~/~(~/~~/~/;//~ :,:.. ~;';/;;;FYTUR;/BUIL~I~G P";,Dj'/;;;~:,: .//;/// ;-/// ///;/// //// ///j Vj'///j'///;//;///;///;//;/ r/;;j';;;ff;;/~~f;;;f;;f/j . ,. ~. . / / / / / -. .' - -.":,. '. . ~ -. :-. ";" :.- '~ ~:~ :~:::;'~/-. /.: ...:. ~.:.:: ~'.:." ._(~.. .): .:~~. .:~.;L .~.,~.: .:.:< '...}....:~; ::. CLEANOUT 11 ~ INV. 44.50 SEE DETAIL 14/C-6 ~ /- / / 65LF-SS 6- PVC o 1.08" I I I II I I V'l V'l CLEANOUT 12 ~ INV, 43.80 EE DETAIL 14/C-6 I / ~ /' W 1- P / W 1- P W 4- P\tC /' /' / 24LF -SS 6- PVC <<>> 1.05% CLEANOUT 3 INV 43,15 SEE DETAIL 14/C-6\ 3" PII'C, SLEE~ t SCH, 40 I I I I II II II II II II I ! " II II II I ! II I i 11 II 1 I II I i II II I i I I i ) ...--/ II 3- PVC, SLEEVE ~II SCH. 40 II I 423 LF - 2.5- PVC F\4 3- PVC, SLEEVE~II SCH. 40 II I 2,5- PVC, FORCE MAIN II . . . . . . . - . . - . PROVIDE FIRE LANE STRIPliNG Sanitary System Construction 1, The 2.5" PVC force main will remain a private line and will not be turned over to the City of Winter Springs. The 2,5- PVC force main will be plugged and abandoned in place after connection to future gravity sanitary sewer, 2. Wastewater service shall be provided by City, The wastewater distribution system shown on these plans shall be installed by Contractor and shall conform with the City's standards, 3. Sanitary Sewer shall be PVC SOl 35 conforming to ASTM 0-3034 or DIP PC 350 (DIP shall be polyethylene - lined,) conforming to ASTM C151, Installation of PVC pipe shall be in accordance with ASTM 0-2321, DIP joints shall conform the ANSI/AWWA C11 0/A21.1 O. 4. Sanitary Sewer force main pipe shall be PVC conforming to AWWA C900 and shall have a dimension ratio of 25, Sanitary Sewer force main joints shall conform to ASTM 0-3139, 5. All force main piping shall be restrained in accordance with restraint tables shown on the plans, All fitting shall be mechanically joint restrained. No thrust blocks or thrust collars shall be permitted, 6. Compact all utility trenches within the roadway to 98" of the Modified Proctor Maximum Density and 95% within other areas, 7. Install valve boxes with all valves, Valve boxes under the driveways shall have traffic bearing covers, No valves shall be located in pavement or curb areas. 8. Contractor shall provide force main pressure testing and sanitary sewer lamping/television in accordance with City requirements prior to certification, Tapes must be in color and clearly show the service lateral tie-ins as well as the pipe connection points, The test pressure for sanitary sewer force mains shall be 150 psi. 9, Contractor shall provide certified As-Built drawings prepared by a Florida licensed Professional Surveyor and Mapper providing information relative to sanitary sewer invert/rim elevations, line and service locations. As-Built Drawings shall verify accuracy of all pipe slopes, Minimum slope for service lines is 1'" Two sets of As-Built information shall be provided to the Engineer a minimum of 1-week prior to scheduled Final Inspection of work. EXIST, FH TO BIE REMOVED AND IRELOCA TED SEE FORCE MAIN CONSTRUCTION DRAWINGS FOR INSTALLATION OF FORCE MAIN IN FOOT R/W HEET C-3A & C-3B --- 6- FM SEE FORCE MAIN CONSTRUCTION DRAWINGS FOR CONNECTION TO E)((ISTlNG CITY FORCE MAIN !oIm H. WdJ6 Ie, A8s0dtdes, /... CIVIL a ENVIRONMENTAL CONSIA. TING ENGINEERS 925 S, DENNING DRIVE, WINTER PARK, FLORIDA 32789 WINTER SPRINGS AUTO SERVICE CENTER MIRANDA TOWING ICS tIXJSllIAL -couUERCIAL S1RJC1\JRES, te. . FLORIDA 19951 3: ........... ~ 3: ........... e:: GRAPHIC SCALE ~ 10 I 20 I 40 I 1IO I ( IN FEET ) 1 inch = 20 It. UTILITY NOTES 1. CONTRACTOR IS TO VERIFY LOCATION OF ALL U IG UTILITIES PRIOR TO START OF CONSTRUCl1ON, 2. SANITARY SE\\rR, FORCE MAINS, AND STORM SE\\rRS MUST CROSS UNDER WAlER MAINS WHENEVER POSSIBLE. SANITARY SE\\rRS, FORCE MAINS AND STORM SE\\rRS CROSSING WA lER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BEMEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LO\\rR PIPE WHENEVER POSSIBLE, WHEN SANITARY SE\\f:RS, FORCE MAINS AND STORM SE\\f:RS MUST CROSS A WA lER MAIN WITH LESS THAN 18 INCHES VERTICAL DISTANCE, BOTH THE SE\\f:R AND THE WA lER MAIN SHALL BE CONSTRUClED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS.) SUrnOENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BEMEN ANY TWO POINTS. ALL JOINTS ON THE WAlER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED, A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT ALL CROSSINGS. ALL CROSSING SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WA lER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENlERED AT CROSSING), WI-IERE A NEW PIPE CONruCTS WITH AN EXISTING PIPE WITH LESS THAN 18 INCHES VERTICAL CLEARANCE, THE NEW PIPE SHALL BE CONSTRUClED OF DIP (EXCEPT STORM SEYf:RS) AND THE NEW PIPE SHALL BE ARRANGED TO MEET THE CROSSING REQUIREMENTS ABOVE, A MINIMUM 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF SE\\rR AND WAlER MAIN IN PARALLEL INSTALLATIONS WI-IENEVER POSSIBLE. IN CASES WI-IERE IT IS NOT POSSIBLE TO MAINTAIN A 10 FOOT HORIZONTAL SEPARATION, THE WAlER MAIN MUST BE LAID IN A SEPERAlE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCA lED ON ONE SIDE OF THE SEVt{R OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WAlER MAIN IS AT lEAST 18 INCHES ABOVE THE TOP OF THE SEMR WI-IERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES IN A PARALLEL INSTALLATIONS, THE WAlER MAIN SHALL BE CONSTRUClED OF DIP AND THE SE\\f:R OR THE FORCE MAIN SHALL BE CONSTRUClED OF DIP (EXCEPT STORM SE\\rRS) WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WAlER SHOULD ALWAYS BE ABOVE THE SE\\f:R, JOINTS ON THE WAlER MAIN SHALL BE LOCAlED AS FAR APART AS POSSIBLE FROM THE JOINTS ON THE SED OR FORCE MAIN (SUGGESlED JOINTS). 3, ALL WA lER MAINS SHALL HAVE A MINIMUM OF 36- COVER. 4. BACK FLOW PREVENTION DEVICES SHALL COMPL Y WITH aTY OF WlNlER SPRINGS UTlLll1ES REQUIREMENTS. 5, ALL WA lER MAIN MA lERIALS AND APPURlENANCES SHALL CONFORM TO AND SHALL BE INSTALLED, lESlED AND CLEARED FOR SERVICE IN ACCORDANCE WITH THE aTY OF WlNlER SPRINGS UTILITIES REQUIREMENTS AND THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROlECTlON, 6, THE CONTRACTOR SHALL PERFORM HYDROSTATIC lESTlNG OF ALL NEWI.. Y-INSTALLED WA lER DISTRIBUTION SYSlEMS IN ACCORDANCE WITH THE aTY OF WlNlER SPRINGS UTILITIES REQUIREMENTS AND IN ACCORDANCE WITH A WWA STANDARD C600 FOR DUCTILE-IRON PIPE, AND AWWA MANUAL M23 FOR PVC PIPE, 7, THE CONTRACTOR SHALL DISINFECT ALL SECTIONS OF THE WAlER DISTRIBUTION SYSlEM IN ACCORDANCE WITH THE FDEP WAlER PERMIT, AND RECEIVE APPROVAL THEREOF FROM THE LOCAL WAlER Ul1LlTY, ENGINEER OF RECORD, AND FDEP, PRIOR TO PLAONG IN SERVICE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN COPIES OF THE FDEP WA lER AND SEWER PERMITS FROM THE OWNER AND MAINTAIN THEM ON THE JOB SllE AT ALL l1MES, DISINFECTION OF THE WA lER DISTRIBUTION SYSlEM SHAlL BE PERFORMED IN ACCORDANCE WITH AWWA 651 -DISINFECTING WAlER MAINS AND THE STANDARDS OF CITY OF WlNlER SPRINGS UTlLll1ES.- 8. PLASTIC WA lER SERVICE PIPING AND FITTINGS 1 THROUGH 2 INCHES SHALL CONFORM TO THE REQUIREMENTS OF AWWA C800 AND eg01 (POLYETHYLENE TUBING). PVC SERVICE PIPING (2) INCHES THROUGH (3) INCHES MAY BE SDR 21. 9. UNDERGROUND FIRE LINES SHALL MEET NFPA 24 REQUIREMENTS. 10, THE LOCA l10NS OF ALL EXISl1NG UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN DElERMINED FROM AVAILABLE INFORMATION AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE OWNER OR ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY, PRIOR TO THE START OF CONSTRUCl1ON, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE UTILITY COMPANY, THE CONTRACTOR SHALL EXEROSE CAUl10N MiEN CROSSING ANY UNDERGROUND Ul1LlTY. EXISTING UTILITIES WI-IICH INlERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCA lED AS DIREClED ON THE PLANS. 11. ALL WA lER AND SE\\f:R LINES ARE TO BE CAPPED lEMPORARIL Y AT THEIR OPEN ENDS UNTIL CONNECl1ONS ARE CONSTRUClED, 12. WI-IEN TRENCH EXCAVAl10N EXCEEDS (5) FEET IN DEPTH: A. CONTRACTOR SHALL CONFORM TO OSHA SID, 29CFR, SECTION 1926.650. B, THE CONTRACTOR SHALL PROVIDE YtRITlEN ASSURANCE OF COMPLIANCE WITH THIS LAW. C, TRENCH SAFETY SYSlEM SHALL BE BY THE CONTRACTOR. 13. CONTRACTOR SHALL COORDINAlE PLACEMENT OF TRANSFORMER WITH PO\\{R COMPANY, 14, PROVIDE FIRE lANE STRIPING AND SIGN AT EACH FIRE HYDRANT IN ACCORDANCE WITH CITY OF WlNlER SPRINGS REQUIREMENTS. 15. THE FIRE LINE MA lERIAL TO CONSIST OF egOO CLASS 200 DR14 PIPE. 16. SOIL BEDDING AND BACKFILL FOR UTILITY PIPE AND STRUCTURE INST ALLA 11 ON SHALL BE COMPAClED TO A DENSITY OF NOT LESS THAN 98" (PAVED AREAS) OR 95" (UNPAVED AREAS) OF THE MAXIMUM DENSITY AS DElERMINED BY AASHTO T -180. DATE JUNE, 2003 ENGR'S, PRO.ECT 107-01 SITE UTILITY PLAN SCALE C-3 SHEET OF7 1--20' c/) (;'{-~- c)[- 1--:' VIV! r. ~ - -.J )... I- es """"Q. ()-- ~~ U)I- U)U) ~L:5 a2: a::::> +0 aU) ,-. t5 ~ U)~ 10 00 ~ ..... 0) ~ <.t) CONTRACTOR TO VERIFY CLEARANCE FOR FITTINGS FROM BACK OF CURB PRIOR TO D/RECnONAL BORE 6" PVC EXTEND TO R/W (VERIFY W/ CITY UnL. DEPT.) I I -------- ---.--- ------------ ..----.--- 6" CONC. ENCASEMENT (NOT THRUST BLOCK) " I't) ..... C\j ...... 6" PLUG VAL VE, R.J. I I G R j:.S S M [ D ! A f\J 6" X 2-1/2" PVC TEE 2-1/2" I,D. HOPE FORCE MAIN , i .--tt letl b ! Ii);): ...." I ' . I iC~1 ~ ,~_I 1(/"): ~! ~, I .~. 12' --- 2-1/2" x 90. PVC BEND 2-1/2" 1.0. HOPE FORCE MAIN XTEND DOWN TO CONNECT TO 2-1/2" PVC BEND* SOL VEN T WELDED CAP 6" 1.0. HOPE CASING PIPE~ 6" 1.0. HOPE CASING PIPE 2-1/2" 1.0. PVC FORCE MAIN MAINTAIN 6.5' DEPTH TO EDGE OF R/W EXTEND UP TO CONNECT TO 6" X 2-1/2" PVC TEE* 2-1/2" PVC/HDPE ADAPTOR i i ; I I J 9+00 I I , S.R.434/419 ~ FORCE MAIN PLAN + 1- - --+- - -I --1 .-t f- - ..., t-m +CW) 01 ....U . . Co I-Z 01- lUlU ZIII -Z ~CI) UIII I-IU C0 :E N. T.S. I I I i HAND EXCA VA TE PIPE TRENCH IN AREA CROSSING BENEA TH EXIST. PIPE. MAINTAIN MIN. 6.5' DEPTH TO EDGE OF R/W MAINTAIN 18' MIN. CLEARANCE BENE A TH WA TER MAIN START HORIZONTAL DIRECTIONAL DRILLING (SEE FORCE MAIN DETAILS THIS SHEET) 6" 1.0, HOPE CASING PIPE \<<,v<<< It) if~"-if~"-if co ..... 0) ~~~ '~..w<< ~'v~., .,'\.,. TOP OF GROUND -- " ""'> ..... C\j ...... , I TOP='46 10 j ! FLOWUNE=45. 76 'E, //1/\1.,3872 _ :.~ ~_'~. ~._',~.~~' A ~-~~t.l:v-_~:...:-~.~....__ =~~'_'-:~~.~-~~'. .~~.~~-=_-~ -- _:~~~_C:iTR!/-&.jUT!.if~? -~ c'-- , .=-:. .=-:. .:-:. .:.-.:. __ -/F~ .~ =4 >Or:; .,>;... _ _ -T-:';... - . -- =-- =-- . -.. -=..' - =-=--= .-;: v \ . ..;;. IV' . "1 ....,. \7 . , . ; L._' I .ct",. r' "'1\ '," '1IilL' "J '. " . ./', t '-. ,) , " '. . I V 1..<rJ V " t\ _ ~ ~ __'- . _,_._ ---.-:.-:., _.?_. '___ _ _~ . --'-- .~.-L....- _._._.:........... . ___~ _ ____ '" .JL_u__ _......:.. ~--- L >'is T ' ') "r)ip lA' '1 , L..~\,. I~_L,., H'.I\.. ~ CI) PVC/HDPE ADAPTOR (TYP.) 6" I,D. PVC FORCE MAIN ~ WA TER MAIN ---~----- ...~ '.~'~ ~~_o\ .__~_' ~--=.. _~ .~ .~. i-~~~ _'.-! - -~.=-~ -~~~ ---~.~~. .,;,. ..~ . .. '- ~ .~.: ;, ~< ~. :~, ~.~.~. .~. . :~~. ~. '~. ~. 18" MIN. VERT. CLEARANCE EDGE OF PIPE TO EDGE OF PIPE 'i7 ,,'. '.' . . . <::I'.' .' .'. ,"J. 'i7 -4GM---~--.--~-~----~-~------ . 2-1y2"I.m' HDPE r.M, '. . --,-",SL:... _ __ ___ -- - - ----l:1 _ _ ~ --'-_ CAP~ ---.._- --- -- ---- - 2-1/2" 1.0. HOPE FORCE MAIN 6" CONC, ENCASEMENT 6" 1.0. HOPE CASING PIPE (NOT THRUST BLOCK) ~ FORCE MAIN PROFILE PVC/HDPE ADAPTOR (TYP.) -- -- -.-.--. GHW --.- . --. FDO~R. FND ~EXIST -TEL ,RISER --. -= OHW=-- - -1?/W . ~\ . - ----.. TEL EPHOWE "- [ 6" MIN. CONC. ENCASEMENT (NOT THRUST BLOCK) ------- - ---------- --- R/W OH W .~---- '-EXIST. BUP/ED -- -- N 38.43'16" W 200.00' Oh W -.-. T{:'I I.:......l.... -- N. T.S. PROPERTY LINE ,-. - .. EXIST. <: 12UW.U."" ; 6.5' .0 R/W .1 I 46 I i 44 42 6" COMM. SLEEVE . 5" nAY '-' .f\ I I fXIST. ASPHAL 1 J DRIVE (TO BE ~ REMOVED) II..( I ;-- - - ___-1 C) :s Q. c::i FOOT I.R. FND FENCE ENDS ON LINE 15' .. WINTER SPRINGS AUTO SERVICE CENTER -.: IkI I~ -.J }.. .... ~ &.5' OAK It 2' CURB &J GU TTER ~. ~ ~5' GONG. SIDEWALK j:.. ._:_ :: .:. ,". '.~ ,t ~ TOP ~::""~D 'v":.. "-if). "-if , , ~ 15' EXIST. 4 "GAS MAIN~ 2.5' ... .. 3.5' I ~ NOTES: 1. HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING UTILITIES SHOWN BASED ON NON-DESTRUCTIVE EXCA VA TION PERFORMED BY GROUNDHOUND DETECTION SERVICES, INC., MAY, 2003. 2. ROAD STATIONING DEPICTED IS ASSUMED. SOUTHEAST PROPERTY LINE IS ASSUMED STATION 10+00. ~ ~.....'"- ,..d..l_ '" e:~~ U) I I t 6" OAK 2-1/2" I,D. HOPE FORCE MAIN 6" 1.0. HOPE CASING PIPE t CROSS SECTION AT STA. 10+50 SCALE: 1 "=4' _____~___l_L___LU_:_l_L___:L_i ____________ ______L_~___:_~__L___:_~_ L___:_~_~L_:L_:L___ L__~__L_L_~_:L_:_:_ _~L_lLLLL_LL_ L_L_L_:_ _lL_lL_~_l_U_LL_l_:_LL_l_U_ _l__~_UmlLL___L__] __~L____:j_~L_LIL L:L____L:L_U_:L _U_L_____~LL:___U_L ----- ~L___:_;__L_~_:_ :___l_L_l_l____lL___:_l____ _l__ ~_U__. _L ________m _:____L_l_-_ l_____m___ -- :_U___U_Ll_________ ~ . . . . . .. ~...... ~ . . - . . .. ......... - . . . .. ................ ................ ................. ....... ......... ............... .......,.......... .................... ................. ......... ~ . .. . .. . .. ............... -..Oo.................. ................ - . .. ............... - ........ . . . . .. .. .. 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WEBB, P.E. PROJECT ENGINEER APPROVED FOR JOHN B. WEBB at ASSOCIATES, INC. IJ VAAA- fl. H. We6I1 k Assodafes, 1JIC. * ClVL & ENWlONMENTAL CONSUL 7WG EJtIGMEERS 926 S. DEIHN8 DRIVE. WNTER PARK, FLORDA S2789 WINTER SPRINGS AUTO SERVICE CENTER MIRANDA TOWING ICS INDUSTRIAL -cow.4ERCIAL S1RJCnJRES, INC. OFFSITE FORCE MAIN PLAN AND PROFILE (1 OF 2) DATE JUNE, 2003 ENGR'S. PROJECT 107-01 NO. DATE REVISIONS BY APPR'D. SCALE 1--10' HORIZ. 1--4' VERT. ~;~T C-3A TOP=46.97 F:. IN V. = 38. 67 II I i I I I I ~I EXIST. CONC. DRIVEWA Y TO BE REMOVED ~ I AND AREA RESTORED IN ACCORDANCE WITH ~ FDO T AND CI TY OF WIN TER SPRINGS ~ REQUIREMENTS 1...... ii-I _ I I I -+-- I I I , II II II ~II .\ I ct: ~II ~II 12~q ~II II II II ;' ..~. .' '<- - ~~-.-.:: L':' ~~ ~C~ :.:-.:~. ---::.~ "-_ ~ J_ .:i-.~ .~- . -~ 2~CURB ~&~J;V!TtR..' -' -; :-'-:-- ::-=-~:1-.:.. - ~ '-.~ :.....-- ~". ~.~.'., '''''--~'. ~ · .c::'<:' ,'..; -~ i; . (j ~ I' lu 1 ~ .-...C +M O. ...u . . 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II 14J1 :; I I 0 0 0 0 0 0 0 0 ~ A 1 I CSt co I WET I ~ ~ ~ ~ 3 ~ ~ ~ ~ 6 " 0 A K _ 1 I QI I DETENTION I t") t") t") ~ ~ ~ ~ ~ I 1 1 I POND I I I I b - I 1 ) III -- r A"'\ a7 .' I,' EE IlETAll15jC-6 / - J-: ! ~ .r.:t,'~/-1f - -// ./ ) I · - OAK A' I'i+----JI / /,//,.../--) I I 1 \__/ / /,/ /- I I ( / / /,/ I ( \ / / / · ( \ -------- / / · ---------- / Ar~ \ -- - -e-4~ -D-A-K - - - -- It e" nl~lr v I'lL . / .1 / / .c::." (1^L( / . I 10' MAINTENANCE BER"/, ~% h, " (1 1'1 L( .. .. 6" 0 K- - 6 " ~ K 0') ..J ..... "If Q:' J..... "If ..J ..J ..... ~ "If ~ 0') .:::> /-... I 1 1 I 6" 1 1 I 1 1 I 1 1 / I 1 / ,';;; I!J 10 IQ: Ij 1 :)16" 1 ... I~ . . . --'^? ~ ~ ( ~ l---- .--/ ~LJr~ ~ X-X-X-'lO ---J'v- 1 11 " l 1 1 l 44.80 EP ! .v. .v. 1/ / 18 LF 18- RCP 0 0.56';; / \ I 4 ,8 T~ r ./ ./ ./ .. . . PROVIDE SIL FENCE ALONG PROPERrt INE. AS A MINIMUM EROSIO SEDIMENT CONTROL. ADDI NAL MEASURES WHERE REQUIRED. SEE DETAIL 18/C-6 SOIL EROSION CONTROL NOTES USE VA VE TOP=4 .05 FLOWLI E= 45.14 N. INV.-34.74 S. INV. 34.76 W. INV.=37.82 3: " pp ll< I/~ I a I I I I I I :E I I I I I I NEW ST(ORM INLET NO, 4 I I FOOT INllET TYPE 5 I TOP E : = 4J,10 I: I INV. DEir~L~ 6/C-6 I I I I II I I .~ I / I "tI 60 TC }' r- NEW STORM INLET N . 3 . . . A4i~,10 EP \ _ . . X' I FOOT INLET TYPE 5 41,50 '''"7 Y'~" 9 46.1 0 C / // I I :: ~ .to. 7~.15 ~.oo E~ ,~- 46. 0 :p. - ~ _ - - I I SEE DETAIL 16/C- _ 46.65 li . I I /45?1\ t'D v w 168 LF 18- RCP 0 0,30" /46.15 E . I I ". .~. \ "'" r 34 lr4. 1Q- I I :.;: .l tQ Y rr- PROVIDE SILT 'Wrf~-7""~'''''-A''''''-7,7.:-r.''''~ ;:",' 46115 TC ~ RCP Cl O,29~ " ~ /1 II RIGHT-OF I ~ ~//~/ ///'8~~/~~Y'/~ jKj~;pj ~ 1 ~95ffi . ~ J > V _ L: EROSIONj ~ L" )(W ~. '/;//7~/f :71 ~/7~/ ;../?uj)..0 r? P f / . ~- I I ADDI110NA ~ OA'~ ~~. ~t >;i//~/'.. ~.' !//~0./ ~" ~ '- //. I I REQUIRED. .r 1~~//~/(7(/~Y~~//~~~ !(~~~~ Q0 f' \I~~ V \ I ~~..//// .FUTUREBUILDINGPA (~. '..-:~. "47::~ I · I I r;///j;;////////////////~//;;///\"; /A6. /~ l' I I . . . .., I I 45.62 TC / L I I 45,12 EP "\ //~/: . J' /'// /',/177:/ //////~t?'.'S(Yr-'YJ ~./ / ~ I I --v'v- ~ !/'L:~L~ /.W~.~/ /.'a~':L~/d'/~}ZT! ~ .~<~. ,/ // I · pp I I /44.50 EP 45 70 ~C I \n47,~5:fC ~ ~~ LL-L '; .>:. /' ~ $E DETAil ~/C-6 ) \ I I . I. - 1 STORY WOO / / ..... - .. - · - T/ · \., _.-:..:..:.:,....~.,]. ;:n::-t 45.20E~ 0 FRAME 'LJ47.~~~ - 21 ~-/./ {{ I i :;.:.:'... .:.,.,"t!1:.65....r..:::,. ~~" n ^V N r:: -,d 0 U ~ .....~ ~,40 TC ~.)~ ~':~:.~~..;_ '~::. :.:::;';. ....:.. '-J' ~"', FIN. FL.=4J. vW 00::: <0 .' -: , "'~jPI I I ,... ....,..: ;?\::. _,.....<~: . 0 TC ~ 0 ..- "It 1 1/ .5) I I ,(...~~ .:"'~;'" ~".\;', '.<.;..';.;. ~c::. A' CL ,,~(r /\ 46'~ EP '\. ..... '." '. I '"ii:!aT TI' . .. ."",. -. . .... . ~5OEP I I I I 18" R 45,62 TC d . / ItfjW 11== == . I 45,12 EP I~ !~ ~EP 5.8JTC 47.9 m~1tl' l~'~/:~ I e OA" . : :~~:B4~~ . 13" / 5.33 EP ~ ~ ~~/'II~ .'~,::: l\l....v,~ / ~ . I II FLOWLINE I OAK W JI'~ ',' /' """ / L& I I _ ~'~~ ~6" (}R~':~ -: I IE. INV.=3 I ." n" r\ ^ 1/ ---J'v- a../L,~. '.JIll ~NVLl ~ I/-I NEW Sli . I v v r ~d '\ t O/l .:. ; /-' , /' V I I FOOT IN : 13" OAK 0:: iff / I: v~ 11f:J~~:L41 i .; '. ~: J ,/ 46,7) TC ~ II 'I ~ SEE DET ',~. ~.':. / ~ / ~.2 ~ EP I -' ...... ---"y ') 0-< I Ie..') + / r'" I ~ I .:~~} \. ~, '\ "\ ~~1- II I I~ /': .:\ ~~ ~'TIy):-"" ,.,t.-*,. ~?", t J I gl / /~ ~ t.. Y/ 'Q X~6 TC~ . . ~ =~J 3 //~ 'L "'~:05 ~ 46.1 EP \ ~ ~ _ '.~r N 46.# /:-V\r- 'TU,DU IG - ~7,bo TC~~ , 45.94 ~ ~ 46,10 EP I 46.50 EP Df VE I \-- _~_ ..., f-~ I ~ _ _L---1;- '" ~" 46~ Il .... j 4O,t)U TC ...... c::~ ~,....l47 10 TC I ~5'9~ F'~:s.:: 46.10 EP I" 46 76 TC !:< t-~..:,. EP I A" "^ 1/ 11" r\ ^ 1/ ... , ... d' ( AR. O~ I:'D '\ _. I VI" ....... ~ ~ I ~~ I~ \ 1- .-- STORM MANHOLE FOOT INDEX 200 TOP EL = 44.50 INV, = 40.10 SEE DETAIL 9/C-7 . . .. . . . . . . "45,20 TC 44,70 EP / 45.75 TC / . / ~ ~ (j) Q) ~ Q) ---J'v- ---- /-5" OAK 45.62 TC 45.12 Ei~ - rs, ~-V - M ~ z . ^/ ~ 5.78 TC _ 45.62 TC 45.2IrEP \. t 45.12 EP V ~" n^1/ ~ 45.83 TC ^ OAK _ --;Lf- OAK 45,33 EP V" ---J'v- 47.20 EP ~ 1 Q) <p ~ 46,15 TC / ---J'v- 45.65 EP -e.lg" OAK -7'~OAK 1~" n^1/ ~ . . . . . . . . _ J . -- 1 0" OAK 5' OA~ . . .. I I NEW STORM INLET NO, 1 I I FOOT INLET TYPE 5 -- I I TOP EL = 46,10 I I INV, = 41.35 1 I SEE DETAIL 16/C-6 1 I I I I I I I I I 1, ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM TO STANDARDS OF CITY OF WINTER SPRINGS , FLORIDA AND THE S1. JOHNS RI\lt:R WATER MANAGEMENT DISTRICT. 2. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO. OR AS THE FIRST SlEP IN. CONSTRUCTION, SEDIMENT CONTROL PRACllCES WILL BE APPUED AS A PERIMElER DEFENSE AGAINST ANY TRANSPORTAllON OF SILT OFF THE SITE. 3. SUCH MA lERIAlS, FROM WORK ON THIS PR~CT SHAlL BE CONTAINED, AND NOT ALLOWED TO COLLECT ON ANY OFF-PERIMElER AREAS OR IN WAlERWAYS, THESE INCLUDE BOTH NATURAl AND MAN-MADE OPEN DITCHES. STREAMS. STORM DRAINS. lAKES AND PONDS. 4, DAILY INSPECTIONS SHAll BE MADE BY THE CONTRACTOR TO DElERMINE THE EFFECTIVENESS OF THESE EFFORTS. ANY NECESSARY REMEDIES SHAll BE PERFORMED WITHOUT DELAY. .. ENGINEERING/SURVEYING L1C, II 3763/LB3763 NO, DATE REVISIONS ~ 3: 19. " ~ ~ 20. a I ~ 21. 5. ALL MUD. DIRT OR OTHER MATERiAlS TRACKED OR SPIUED ONTO EXISTING STATE-COUNTY-C1TY OR PRIVATE ROADS AND FAClUllES FROM THIS SllE, DUE TO CONSTRUCTION SHAlL BE PROMPTlY REMO\lt:D BY THE CONTRACTOR/BUILDER, 6, PERMANENT SOIL EROSION CONTROL MEASURES FOR All SLOPES. aiANNELS. DITaiES OR ANY DISTURBED LAND AREAS SHALL BE COMPlETED WITHIN (15) FIFTEEN CALENDAJi DAYS AFTER FINAl GRADING, YfiEN IT IS NOT POSSIBLE TO PERMANENTlY PROlECT A. DISTURBED AREA IMMEDIATELY AFTER GRADING OPERATIONS. TEMPORARY EROSION CONTROL MEASURES SHAll BE INSTALlED, All TEMPORARY PROTECTION SHALL BE MAINTAINED UNTIL PERMANENT MEASURES ARE IN PLACE AND ESTABLISHED. A CERllF1CA TE OF COMPUANCE Will NOT BE ISSUED UNllL THE ABO\{ REQUIREMENTS HA \It: BEEN MET. 7. EROSION CONTROL PLANS ARE TO BE SUBMITTED TO THE ENGINEER FOR ACCEPTANCE PRIOR TO THE PRECONSTRUCllON CONFERENCE. DESIGNED BPI DRA'" Il... CHECK JIll JOtfi a wall. P.E. BY APPR'D, PRo.ECT ENGINEER 'oIot 1J. We/J6 It Assoti4IeI, lJlt. * O/VI. a ENVIROINENTAL CONSU TM ENBMEERS 926 S. /JENNI'/G DRIVE, WINTER PARK, FLORDA 82789 WINTER SPRINGS AUTO SERVICE CENTER MIRANDA TOWING ICS tDJSTFIAL -ca.u:RCIAl.. STRJC1UES, te. . FLORIDA 19951 I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I II I I II I I II . I CL I \ I~ I 0::: i II~ ~ (j) -- -- I I \ I I II I I II 0:::1 WI I \ I- 1-1 01 I I ~I ml I I 0:::1 :::JI u1 NI I I I I I I I I I 1 I I 1 I I I I I I I I 3: " ~ I I CURB ~ ~ ~ GRAPHIC SCALE 20 0 ~ 10 \ 20 40 I I ( IN FEET ) 1 inch = 20 ft. eo I GRADING and DRAINAGE NOTES 1. UNLESS OTHERWISE NOlED. GRADE TO MEET EXISllNG ELEVA l10NS AT PROPERTY UNES, CONTRACTOR SHAll PROV1DE POSlll\1t: DRAINAGE OF THE SITE TO THE RElENllON POND AS SHOWN BY PROPOSED GRADES AND FLOW ARROWS, 2. DURING CONSTRUCllON. THE CONTRACTOR SHAlL PROV1DE ADEQUA lE DRAINAGE AND PROPER SOIL EROSION CONTROL MEASURES FOR PROlECllON OF All DRAINAGE AND SEWER STRUCTURES. AND AT All ADJACENT LANDS AND ROADS. 3. ALL PIPE NOTED ON THE PLANS AS R.C.P, SHALL BE REINFORCED CONCRETE PIPE CLASS III WITH RUBBER GASKET JOINTS, 4. All SIDEWALK WIDTHS SHAll BE 6' OR AS NOlED AND SHALL HA\It: 1- DEEP CONTRACllON JOINTS EVERY 4' O.C. MIN. SIDEWALK SLOPE SHAll BE 0,5" AND A MAX OF 8.0"- 5. THE CONTRACTOR SHALL USE CONCRElE WITH A MIN. 28 DAY STRENGTH OF 3,000 P.S.I, FOR SIDEWALK CONSTRUCllON, 6. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL GEOTECHNICAL REPORTS PREPARED FOR THE 51lE, ALL SITE GRADING AND SIDE DRAIN INSTAlLAllON IS TO CONFORM TO THE GEOlEaiNICAl REPORT/SPECS AND DETAILS. EXACT SIDE DRAIN lOCAllONS ARE TO BE FIELD DElERMINED BASED ON SIDE DRAIN DETAILS AND NOT BY SCAUNG FROM THIS PLAN, 7. PROV1DE SILT FENCE TYPE III AlONG THE PROPERTY LINES DURING CONSTRUCllON. 8, THERE ARE NO CONSERVAllON!WETLAND AREAS WITHIN THE PROPOSED PRO~CT SITE, 9. ELEVAllONS SHOWN HEREON ARE BASED ON THE SUR\lt:Y PREPARED BY JOHN B, WEBB c!c ASSOCI AlES. INC.. LAND SUR\lt:Y1NG DIV1S1ON DRAWING ~O. 107-01 DAlEO 7-25-2002, INLE I 10, EXCAVATION, PAV1NG AND STORM SEWER WORK SHALL BE DONE IN ACCORDANCE WITH F,D.O,T. -STANDARD SPEClFlCAllON FOR ROAD AND BRIDGE CONSTRUCllON- AND CITY OF WlNlER SPRINGS SPEClFlCA l1ONS. 11. SOIL BORINGS AND SOIL ENGINEERING SERVICES HA \It: BEEN PROV1DED BY THE PROFESSIONAl GEOlEaiNICAl ENGINEERING FIRM EMPLOYED BY OWNER. ADDI110NAl SERVICES WILL BE PROVIDED TO THE CONTRACTOR UPON REQUEST BY THE OWNER. THIS ENGINEERING FIRM ASSUMES NO RESPONSlBIUTY FOR THE CORREClNESS. ACCURACY. AND COMPLElENESS OF THEIR WORK. EXCAVAllON OF UNSUITABLE FILL AND COMPACllON SHALL BE DONE IN ACCORDANCE WITH THE SOILS REPORT PREPARED BY THE PROFESSIONAl GEOTECHNICAL ENGINEERING FIRM. 12, THE SllE SHAll BE CLEARED OF All TREES EXCEPT THOSE Wl-ilai ARE DESIGNATED TO BE SA \It:D OR RELOCATED. BEFORE CONSTRUCllON. THE CONTRACTOR SHAll MEET AT THE SITE WITH THE ENGINEER AND/OR OWNER. AT THIS TIME, ANY TREES TO BE SA \I{[) SHAll BE POINlED OUT AND TAGGED, THESE TREES SHAll BE PROlEClED FROM DAMAGE. 13, THE CONTRACTOR SHALL lOCAlE All UllUllES OR UNDERGROUND STRUCTURES PRIOR TO CONSTRUCllON AND NOllFY EACH RESPECll\1t: UllUTY OWNER A MINIMUM OF FORTY-EIGHT HOURS (TWO WORKING DAYS) PRIOR TO COMMENCEMENT OF CONSTRUC1l0N. 14, THE CONTRACTOR SHAll RESTORE OFF-SllE CONSTRUCllON AREAS TO AN EQUAL OR BETTER CONDI11ON THAN EXISTED PRIOR TO COMMENCEMENT OF CONSTRUCllON, 15. THE CONTRACTOR SHAll IMMEDIA lEl Y NOllFY THE SUPERVISING ENGINEER IF A PA\lt:MENT OR FOUNDAllON STAKE IS DISTURBED. 16. THE CONTRACTOR SHAll CONSTRUCT PA\lt:MENT IN ACCORDANCE WITH TYPICAL PA\lt:MENT SECllONS AND F,D.O.T. STANDARD SPECIFlCAllONS FOR ROAD AND BRIDGE CONSTRUCllON. AND CITY OF WINTER SPRINGS REQUIREMENTS. THE FINISHED PA\lt:MENT GRADES SHAll CONFORM TO THOSE SPECIFIED ON THE GRADING PLAN, 17, THE CONTRACTOR SHAll CONSTRUCT ALL STORM SEWER APPURTENANCES IN ACCORDANCE WITH F.D.O.T, STANDARD SPEClFlCAllONS FOR ROAD AND BRIDGE CONSTRUCllON. CURRENT EDlllON. 18. PRIOR TO COMMENCEt.4ENT OF CONSTRUCllON. THE CONTRACTOR SHALL MEET WITH. AND SUBMIT A CONSTRUCllON SaiEDULE TO. THE ENGINEER AND SECURE All NECESSARY UCENSES AND PERMITS. EROSION CONTROL PLAN WILL BE SUBMITTED TO AND APPRO\lt:D BY THE ENGINEER PRIOR TO THE PRE -CONSTRUCllON CONFERENCE, DRI\lt:WAY ENTRANCE AT S.R. 434 RIGHT-QF-WAY. SHAlL BE CONSTRUCTED TO F.D,O, T, REQUIREMENTS. All CONCRElE PIPE JOINTS SHAll BE WRAPPED WITH TYPE 0-3 FILlER FABRIC AND SECURED IN ACCORDANCE WITH FOOT INDEXES 199 AND 280 (PAGE 1 OF 4), 22, SOIL BEDDING AND BACKFILL FOR STORM DRAINAGE PIPE AND STRUCTURE INSTAlLATION SHAll BE COMPACTED TO A DENSITY OF NOT LESS THAN 98" (PA\lt:D AREAS) OR 95" (UNPA\lt:D AREAS) OF THE MAXIMUM DENSITY AS DElERMINED BY AASHTO T -180, DATE JUN:, 2003 ENGR'S. PRO.ECT 107-01 GRADING and DRAINAGE PLAN SCALE C-4 SHEET OF7 '-20' CUSTOM PUMP & CONTROLS, INC, PACKAGED FIBERGLASS PUMP LIFT STATIONS PACKAGED FIBERGLASS VALVE BOXES D,E.P, OR STANDARD CONTROL PANELS JAX. (800) 940-3758 TAMPA (800) 940-3309 FURNISH AND INSTALL A COMPLETE PRE-PACKAGE CUSTOM PUMP & CONTROL GRINDER PUMP STATION AS DESCRIBED BELOW SPECIFICA TIONS DESIGN CONDITIONS MODEL WGL 20-01 H.P. PHASE 2 VOLT 208 DISCHARGE 2.5" IMPELLER 5" GPM TDH 53 35 E!J.Me 1HE PUMP SHALL HA ~ AN INlEGRALL Y BUILT" GRINllER UNIT AND SUIIMERSIIll.E TYPE lIOTOR. lHE PUMP SHALL BE SUSPENDED .. 1HE IIASIN BY TWO (2) l' GUIDE RAILS AND QUlQ( DISCONNECT I.FT OUT lolOUN1ING ASSDB. Y. SOIJOS SHALL BE FtD IN AN UPfLOW lllREC110N TO 1HE GRINDER IoIECHANISN WllH NO 08S1RUC1KlNS BELOW 'THE ClRlNDER IHLET. lHE GRtIOER UNIT SHALL BE C""~ OF CUTllNG SOUD WAlERIAL rOUND IN NORWAL DOWESTIC SEWAGE. INQ.UIllNG 1lEASON~ AWOUNTS OF rORElClN OBJEClS, SUCH AS WOOD PI..AS1lC, GLASS. RUBBER. SANITARY NAPOlS. lllSPOSA8lE DIAPERS AND PANTY HOSE INTO A FINE SLURRY 'IllAT WILL. PASS FREELY lHROUGH 'IllE PUMP, SEIMCE UNE AND rORCE WAIN. MQIQB. lHE PUUP lIOTOR SHALL BE OF 1HE SUBWERSllllE TYPE RAlED rOR 2 HORSEPOWER AT 34SO RPW. WOTOR SHALL BE SINGLE PHASE. 20lI IIOLT, 80 HERTZ. SINCll..E PHASE lIOTORS SHALL BE OF 'IllE CAPACITOR START- CAPACITOR RUN TYPE rOR HIGH STAR1lNG TORQUE. 1HE STATOR WINlllNG SHALL BE 'THE OPEN TYPE WI'Ill Q..ASS A INSULAllON RAlED rOR 105' C WAlCMM OPERAllNG TEWPERAlURE. 1ltE WlNDINO HOUSING WILL BE FUED WI'Ill a.EAN DIELECTRIC 01. 'IllAT WILL. LU8RICA lE BEARtlGS. SEALS AND TRANSfER HEAT f'ROW 'THE lllNOlHGS TO 1HE OUlER SHEU.. lHE lIOTOR STATOR IS TO BE PRESSED INTO lHE lIOTOR HOUSING rOR OPlllolUol CONCENTRlOTY AND AUGNWENT. AND WAXllilUW HEAT TRANSFER. 1ltE lIOTOR SHALL BE CAP~ OF OPERAllNG O~ FUll. RANGE OF PERf'ORWANCE CURIIE WI1HOUT O\IERI.OAlllNG lIOTOR AND CAUSING ANY OBJECllONAI. NOISE OR W1RAllON. 1HE lIOTOR SHALL HAIlE TWO lIEARINGS TO SUPPORT 'THE ROTOR; AN UPPER BALL BEARtIG TO ACCOWlIODAlE 1HIlUST LOADS AND A LOWER BAU. lIEARING TO TAKE RADIAL LOADS. BALL BEARINGS SHALL BE DESIGNED f'OR A La-l0 Ln (~OOO HOURS). A HEAT SENSOR lHERWOSTAT AND OIIERlOAO SHALL BE ATTACHED TO 'IllE TOP END OF 'THE lIOTOR WINDINGS AND SHALL STOP 1ltE lIOTOR F 1ltE WOTOR WINlllNG lEWPERAlURE REACHES 200' r. 1ltE HIGH lDolPERAlURE SHUTOF!' WILL CAUSE 1ltE PUliIP TO CEASE OPERAllON, SHOULD A CONTROl. rAl.1lRE CAUSE 1HE PIM' TO RUN .. A DRY WET YIELL THE 1HERMOST AT SHALL RESET AUTOWA 1lCAI.L Y WHEN 1ltE lIOTOR COCl.S TO A SAFE OPERA lING lEWPERA 1\JRE. SEAL CHAMBER lHE lIOTOR SHALL BE PROTECTED BY TWO (2) ROTARY SHAFT SEALS lIOUNlED .. TANOD.I WI'Ill AN 01. FUED CHNo&R SEPARAlING lHE SEALS. 1HE SEALS SHALL HA~ CARllON AND CERMlIC SEAL rACES DlAlIOND LAPPED TO A TOlERANCE OF ONE UGHT BAND. llETAL PARTS AND SPRIlGS rOR SEALS SHALL BE STAINLESS SlEEL. AN ELEC1RICAl SENSING PRQ8E SHALL BE WOUNlED .. THE SEAL CHAWIlER TO DETECT ANY WA lER LEAKAGE PAST 1HE LOWER SEAL. GRINDER ASSEMBLY & CONSTRUCTION lHE GRtIOER ASSDB.Y SHALL CO$ST OF A ROTAllNG RADIAL CUTTER AND A STAlIONARY SHllEDllI.c RING. AND SHALL BE WOUNlED lllREC'llY BELOW THE \IOWlE PASSAGE. THE ROTAllNG CUTTER SHALL BE 'MlEADED ONTO THE STAINLESS SlEEl. SHAFT AND SHAl.l. BE LOCKm 'lI'Ill A SCREW AND WASHER. THE ST A llONARY SHREDOlNG RWG SHALL BE PRESSED ONTO AN IRON HOl..lllNG F\..ANClE f'OR [AS'( RElIOVAL.. 1ltE FlANOE SHALL BE PROWlED 'lI'Ill TAPPED BAO<-(J'f HOLES so 'IllAT SCREWS CAN BE USED TO PUSH THE SHREDOlNG RIlG f'ROW THE HOUSING. BO'Ill 1HE RADIAL CUTTER AND SHREDOlNG RING SHALL BE IlElIOVABlE f'ROW 1HE OUTSIDE 'I'lllOUT lllSWAN1\JHG PUMP. GRINDER ASSaIBI. Y SHALL BE OF SUCH CONSTRUC1lON 'IllA T NO a..EARANCE AO.aJS1WENTS ARE REQUIRED WHEN ASSDolIll..lNG. ALL GRlNOlHG OF SOUDS SHALL BE f'ROW 1HE ACl1Qll OF lHE RADIAL CUTTER AGAINST 1ltE SHllEDllI.c flING. 1HE RADIAL CUTTER AND SHREDDING RIHC SHALL BE OF f440 STAINlESS S1EEl. HARDENED TO 58-80 ROCKWEU. c. PUMP IMPELLER lHE PIM' IIoIPEU..ER SHAl.l. BE OF lHE RECESSED TYPE TO PROWl[ AN OPEN UN08SlRUClED PASSAGE lHROUGH lHE \IOWlE f'OR THE GROUND SQJDS. THE IlIIPELLER SHALL BE CONSTRUClED OF CAST IRON AND SHALL HA~ PUUP OUT VANES ON 1ltE BAQ( $I)[ OF THE IlIIPELLER TO KEEP SOUDS f'ROW LOWER SEAL AND REDUCE PRESSUllE AT 'THE SEAL rACES. IlIIPELLER SHALL BE 1HllEADED ONTO 1HE STAINLESS S1EEl. SHAFT. PUMP & MOTOR CASTINGS ALL IRON CASllNG SHALL BE OF HIGH 1ENSI.E CAST IRON AND SHALL BE PROPEJllY a.EANEIl, PRE-lREAlED WI'Ill CHROIIC RINSE, AND PAlNlED 'lI'Ill A HIGH QUALlTY ENAWEI.. PAINT. ALL PUMP COWPONDlTS 'IllAT ARE NOT CAST IRON OR STAINl.LSS S1EEl. SHALL BE GALIIANlZED OR PAlNlED 'lI'Ill 1lAl<ED-0N EPOllY. ALL rASTENERS SHALL BE I3l'2 STAINl.ESS S1EEl.. WET WELL SHALL BE A FlLAWDlT WOUND FlIIERGL.ASS BASIN USING A COMlERQAL GRADE OF GlASS FIBER HA'llNG A COUPUNG AGENT lHCH WIU. PRO\IIDE A SUITABlE BOND IlET'llEEN 1HE GlASS RElNFORCDIENT AND 'THE RESlIl. 'THE lAIINAlE SHALL COfllSlST OF AN INNER SURFACE. AN IN1ERIOR LAYER. AND AN EXlERIOR LAYER OF lAIINA lE BODY. 'THE INNER SURFACE SHALL BE FllEE OF CRACKS AND CRAZIHC WI'Ill A SWOO'lll FlNSH. SOllIE WA\IIHESS IS PERWISSI8LE AS LONG AS 1HE SURFACE IS SWOO'lll AND FllEE OF PITS. IlET'llEEN 0.010 AND 0.020 INOES OF RESIN-RICH SURFACE SHALL BE PROWlED. 1HE IIASIN SHALL BE I'ROIo<<lED 'lI'Ill AN ANll-nOATAllON RIHC TO PRE\€NT RISING. VALVE BOX SHALL BE a>c lIOOEl 'ttI3242 F1IlERGlASS VAL~ BOX WITH U.s. rOUNDRY APS-HIO AI.lMINUW VAL~ BOX ~. VAL~ BOX SHALL BE PRE-Pl.lA&D USING ALL SCHDUl.E 110 PIIC PIPIlO AND FlTllNGS. AND SHALL INCWOE TWO (2). 2. SCHEDULE 110 P\IC BAU. CHEac VAL't€$, AND 1HREE (3), 2. SCHEDULE 110 PIIC GAlE VAL~ (ONE (1) 2. GAlE VALlIE IS SUPPUED AS AN D.lERGENCY PUWP-OUl). PIIC PlPlNO .. VAL~ BOX. AND WET WELl SHALL BE CONNEClED AND HElD IN PlACE BYa>c lIOOEl 32 RESIlIENT WOUNT SEAUNG SYS1DI TO CXM'OISAlE rOR POSSB.E UNE\Gl SETlUNG OF IIASIN OR VAL~ BOX. SYS1DI SHALL BE PRESSURE lES1ED AT 1!lO P.S.L PRIOR TO SHAlENT. ALUMINUM HATCH COVERS SHAU. BE rAllRlCAlED f'ROW 1/4. ALlJMINUW DlAlIONO Pl.A1E AND BUIlT TO WI'IllSTAND A LOAD OF 1!lO LB. p.s.r. AND SHALL BE WANUrAClURED BY U.s. rOUNDRY, HAWDAY. OR EOUAl... STAINLESS S1EEl. BC11'5, NUTS AND HINGES - LOCKING STAPLE. FLOA TS SHALL BE ANCHOR saEH1lF1C S3ONO ROTO-nOATS OR EQUAL.. ACCESSORIES -- STAINLESS S1EEl. UPPER GUIDE 1lRAQ([1S -- STAINLESS SlEEl. GUIDE RAl.S -- STAINLESS SlEEl. CA8lL RAO< -- STAINlESS S1EEl. I.FT CA8LES ANTI-FLOATATION CONCRElE IS RECOUWENDED TO PRE\€NT nOATAllON OF 1HE F1IlERGlASS IIASIN. THE rOllOWlNG US1S 1ltE CUBIC FEET REQUIRED PER FOOT OF BASIN DEPl)l. BASIN DIAMETER 24- 30' 36- 48 60' CUBIC FEET OF CONCRETE REQUIRED PER FOOT OF BASIN DEPTH 2 3.!S 5 8.5 12 For Complete T echn ical Assistance Call: Custom Pump & Controls, Inc. 6034 Jet Port Industrial Blvd, Tampa FL 33634 TEL: FAX: (813) 886-6255 (813) 886-3508 * ENGINEERING/SURVEYING L1C. # 3763/LB3763 DESIGNED BFV ORA WN .... CHECK JENi NO. REVISIONS BY JOIoW B. WEBB, P.E. APPR'D. PROJECT ENGINEER DATE ~r= IMJIS Il8IEMBL ---: == t;:~ ~ 1....... ;~ ~<.,#J, ' ~;tfi. ,- '51: 0' ' (J 4jJ ? e~.- .:.i_t. ~ '. J' .' ('~...~':" 6"]' .~.t (..~J~...,.~I> .~>.- ,~,..", '..'~' (,~ .(.1' > . .l~ "~,,. A'> <. rl)/>.I) Gf-' ."..'..:(.....':'f G~ J(.,~~,:) 'if d.1r! -~~ ~'jJ; .:~~,~ i"~W!", u./~. oJ'f J cr, _ t:.<:o)i.{fl, '~.. ...'.'~~ (.. ;~~'.M.. .f ({r-. -;11 ., (~: ';<.,'.~,;:(;~ .,~,. '.,' :--...2....:; _,-' i-.i. ,"~ "" <:;.}jf "'[c;;l~, '.J \ /'J ~~J' ;JJ ti;. <lti;,..,,'i ;>'~.: . ~?>~1Y' " ):;:"5" <~'~",1 ~. -A." '''' . :~;:h j;;.,,2;~ ,;';~:" ; >''!'\ ' :r2, ,~.! ''''",'J . . ," :'-:;~f;4f;"'~~ "~~. t~?,~c ~;~~:rl t;t~;~3T~i ,;, ;;ii~, ~(~, :oW> (~1~, ~~~:P ,;:)ji~" -~,:-~:.J ..LL !EII\a DISCOIIECT """'" ,,- CXlN1RClL PNlEL :rr--- 1lP ELEV, 45.00 STMUSS 51m 1 ~ RAQ( 2" PYC WHT ~ L..- k~ ~2"n :J~~ ~ rll 1lY. ELEV, 4150' _ WA1EIt IUIIM ELEV. 42.00' LAO ~ ON ELEV. 41.80 I..EAII ~ ON ELEV. 4Cl.1IO' PUIIPS r:n ELEV. <<LOO' BOmlII ELfV. 31.00' r-- I. I · (f) (f) u > 0.... ~'\""~ ?0f vo ." ~ r.~~ ~<:f (:l ~jjc:t}' .., .',>1 '~~"'W. ~~~ I::ro... I ~ c.~ "'.;,e ,.n Cl':")f. ~ ~ V> (~ ,:; ~~d'~) ~.. ~w ~~~..~ ~>> U' ~ :~"~ .' ~-(';, ~'Jj' . ''P C? ,..,. v>' \:t"~ <D .....r.: -....c: :: II .......r.: -.....a!: o n' lP - -- .......:!! ~~~ ~:- 1lPS-48 ALUMIIUIII HA 1tH COlIER w/ 24. . 31. ACa:SS DOOR '- '" U.s. FOUNDRY ~1. VAL~ BOX CCMR W/24. . 34" ACUSS DOOR aj~ ( ., '.,~,/:') VI ::?~' '. ll' ". '''.' ~ , < ~'Wi A~ ;:9>'""., .; Of' ~. ~ t,:~~~ ~~&~.).. .J{ '~~~;;>, tll~~ :~ .~ ~v>a~? Pv>~ Jr~'" .,' ~ V> c~~ ~ ~~ ~>lt V>a r &~~ wf~ :r4l~ .~;> - ~:l;t 3t.~ ", ''>p _1}~> 2'P;'f;C c-o ~';~? ~.~ 1l ~.~ .~ ii~" '.' w' ({F~ ~"J)wr ?:W.~:::J ~<tlv.., . LANDSCAPING: u.s. ~ -~ HA 1Q4 CXMII wI 24. . .. ACCOS DOOIl ^ r~GUIlE51m II ~~ 1" 1 --J U.s. _ _1110 ~ YALIIt lIOll CXMII WI 24" . 34. ACCDS DOOIl r-----t STMUSS S1ED. l.FT CMLD ~=~= ~ :;;;;' ~ a!' IIClllEL \IIJ242 ~ YALIIt _ 1.. - :;r... =v- / \~ r-- \. ,,:V'___ =-'IO~_ o:t...! ~, \.. .' \ PIILD 1lITM.UD IV COII1ltM:1al I ::v ~ 4-:-. '. .....~:.:;:..;-:~.: tr1E/~AL~PYC '- 2.5" SCICDUI.E III PYC 2" PYC 1'-_ IIIU. QtEQC YALIIt (_ ON IIMIl II YALIIt _ ;.._ PIILD _ II IlI'PUED BY CXlIITlIAC'ftlR) 2.,' __ PH SCICDUI.E III PYC c ( _ .-ASS IIMIl I. S1'~ GUIlE IlM.S NOTE: c ( IMJIS IIClllEL IllIllD-I211 l.FT-ouT IIAI. S'ISTDl Cancnle f1Iot _ 1:1 _ FIokI __ toy _ A ~ /NlTI-f\.QATA1lON MlO I~~: ~ ~"""eT . I .1'..... ...... 1. CONCRETE ANTI-FLOATATION RING SHALL BE A MINIMUM OF 18" IN DEPTH AND 45 CUBIC FEET Of CONCRETE 41" fAt" F&RQASS BASIN M7H E-LINE VAL\f:' BOX APPROVED FOR JOHN B. WEBB a;:6V~ {AIG. PRC . ENGEi. FLORIDA 19951 ATE:" IF/Uj ./ / !oIm I!. WdiJ It AsNkillfes, lItt: cwa. a ENVRONMENTAL CONSUL TMJ ENGH:ERS 926 S. DEINNG ~ WINTER PARK, FLOR6JA S271JS ENCLOSURE MA T X FG. H.P. 2 PHASE 1 SERVICE SYSTEM 3 WIRE SS VOL TAGE 208 x 4 WIRE GPS · NOTE: CONlRACTOR TO FIELD W:R1FY PHASE AND \fOlTAGE <.? Z ~ 0::: <( 0... l.J.. o w <.? o w I I I I ALARM BEACON ~ I ~ o <l> GENERATOR RECEPTAa.E r-- ICEII ~- -'--- ~ --'--IJ ~ =1 o -,..-- 8 8 ~.;. o D o <l> LS FRONT ~ l5 NEWA RATED OUTDOOR ENCLOSURE WITH MATERIAl COWPOSlnON AS SPECIFIED BELOW CONTROL PANEL PER D.E,P, REQUIREMENTS TOTAL HEAD IN Meters Feet 120 35- 30- 100 25- 80 20- 60 5~ FEET - -'- -- - 15- 40 10- 20 5- FEET - -~ -- - 0- o o I o WINTER SPRINGS AUTO SERVICE CENTER MIRANDA TOWING ICS tDJSTAIAL -ca.t.ERCIAL STRUCTURES, INC. SPECIFICA nONS FOR DUPLEX D.E.P. TYPE CONTROL PANEL EACH PANEL SHALL CONTROL TWO 2 PHASE. 60 Hz PUMPS. 208 HP, VOL T, A NEUTRAL SHALL BE SUPPLIED TO THE PANEL FOR 120 VOLT CONTROL POWER. PANEL ENCLOSURE ENCLOSURE SHALL BE NEMA 4X . F ABRICA TED FROM X FIBERGLASS. STAINLESS STEEL. ALUMINUM, OR GALVANIZED PAINTED STEEL. OUTER DOOR SHALL HAVE HINGES AND MEANS FORPADLOCKING, INNER DEADFRONT DOOR SHALL BE 5052-H32 ALLOY ALUMINUM. ALL MOUNTING HOLES SHALL BE DRILLED AND TAPPED, SELF TAPPING SCREW NOT ACCEPTABLE. ALL BOLTS, NUTS. LOCK WASHERS, AND MACHINE SCREWS SHALL BE STAINLESS STEEL. THE FOLLOWING MAJOR COMPONENTS ARE REQUIRED: 1) MAIN BREAKER 2 EMERGENCY BREAKER AND GENERATOR RECEPTACLE-RUSSELL STOll 3 PUMP BREAKERS 4 CONTROL CIRCUIT BREAKER 5 ALTERNATOR 6 HIGH LEVEL FLASHING ALARM LIGHT 7 HIGH LEVEL HORN ALARM WITH SILENCE - WHEN SILENCE LIGHT STAYS ON 8 LIGHTNING ARRESTOR 9 SURGE SUPPRESOR 10) PHASE/UNDER VOLTAGE MONITORING RELAY IF 3 PHASE. UNDER VOLTAGE MONITORING RELAY IF SINGLE PHASE 11) NEMA RATED MOTOR STARTERS WITH OVERLOAD PROTECTION FOR ALL POWER LEGS 12) ELAPSE TIME METERS 13) CAPACITORS AND START-RELAYS AS APPROVED FOR MYERS PUMPS ON SINGLE PHASE SYSTEMS. TYPICAL SEQUENCE OF OPERATION: ON RISE LEVEL: LOWEST FLOAT WILL CLOSE CIRCUIT TO RELAY. LEAD PUMP ON FLOAT CLOSES TO BRING LEAD PUMP ON. IF LEAD DOES NOT RECEDE AND CONTINUES TO RISE. THE LAG FLOAT WILL CLOSE AND BRING ON THE LAG PUMP. FURTHER RISING OF LEVEL IN WETWELL WILL CLOSE 4TH FLOAT (HIGH LEVEL) AND ACTIVATE THE HIGH LEVEL ALARM LIGHT AND HORNS. ON F AWNG LEVEL: ALL PUMPS WILL DE-ENERGIZE AT THE OPENING OF THE LOWEST (OFF) FLOAT CONTROL CIRCUITRY WILL BE SUCH THAT NO FLOAT WILL DEPEND ON ANOTHER FLOAT FOR ITS CONTROL POWER. CONTROL PANEL SCHEMATICS, IN PLASTIC LAMINATE, IS TO BE AFFIXED TO THE INSIDE OF THE OUTER DOOR. ALL WIRING SHALL BE NUMBERED. IN THE EVENT THE PUMPS BEING FURNISHED REQUIRE SEAL FAILURE COMPONENTS AND INDICATION TO VALIDATE WARRANTY, THESE COMPONENTS SHALL BE FURNISHED AS REQUIRED, ALL COMPONENT LABELS SHALL BE OF THE LAZER PRINTED MYLAR PLASTIC LABELS. A 24 HOUR EMERGENCY TELEPHONE CONTACT SHALL BE DISPLAYED BY THE OWNER. NOTE: 1. PROVIDE .RL/OO36X GENERATOR RECEPTACLE PER CITY OF WINTER SPRINGS. SUBMERSIBLE GRINDER PUMPS MODEL: WGL20-01 SPEED: 3450 RPM DATE: June 06. 2001 PUMP PERFORMANCE CURVE CATALOG CURVE WGL20-01 5,000" 35 GPM @ 53,00 FT. .........."--. ......................~ .... ----.... "..... ~YSTE~ POIN ......... '-... SYS - -I- -- ~'- ........, P - - .... - J. - - _ ~UNOU POIN_ - -- -- - - - ~ ~ 5 10 15 20 25 30 35 35 GPM 40 40 GPM 45 U.S. Gallons I 20 I I 40 60 FLOW PER MINUTE I 80 Liters LIFT STATION DETAILS DATE JUNE, 2003 ENGR'S. PROJECT 107-01 SCALE SHEET OF7 C-5 N. T.S. MORTAR \ /' 3/4" EXPANSION FIllER O 8J ~..m.., 8J 0 ..- ". .- "..- ...- ". .. .. .. .. .. .. ~.t~ ~ ~.t~ "'!. II .: _ ,.J.---- I.!""- ....J ....J ~ <-' z ~ ::> CD -< La.J o -< 5 2 NO.5 CONT. Fill TOP COARSE W / CONC. /8. CltU WI TEXTURED PAINT t- V) La.J ::L <-' :I: CAULK NOTE: PRO'v1DE EXPANSION AT EVERY 4 CONTROL JOINTS CMU WALL EXPANSION JOINTS ~ o CD -< Z :i <c MORTAR \ /' TAR PAPER O rn:~~":. ')~~: rn:~~"~ 0 ...- ...- .. .- -. -.. ... ". , -U- ' '- CAULK NOTE: PRO'v1DE CONTROL JOINT AT 20' O.C. , , . " CMU WALL CONTROL JOINT /PROPERTY LINE OR RIGHT-Of-WAY -- a::: ~La.J CDLa.J Z CONTRACTOR TO SUBMIT 8 ~ EXIST. ELEVATIONS A T ~ ~ GRADE 10' O.C. ALONG ~ ~ R/W WITH CONSTRUCTION ~ ~ DRAWINGS Of WAll (f) g -<~ (I) RNI~ :~E -\ . I~~ '. I 2- DIA. PVC WEEP HOLE IN W LL ALONG REAR Pl SPACED 10' .C. PIPE INVERT 44.00' ., - -. .- ,~ "'~ - -.- . o I .. a.. f Al T. HOOK DIRECTION ".:5 I ~ ~ '. {TO BE DETERMINED - 0 t- ' ~ BY STRUCTURAL ENGINEER '. __,:' ,,: ". ,~:' : .." ,~: "', ',i ,",' :, :. '.:.' ~ TO BE DETERMINED .:....::.,.. ~, ..,'..1 :'. ':'.-..' ~':.~' BY STRUCTURAL ENGINEER I. " . ,_'u-:-:I. ' r'I" " .. \II .. #." .. .. .. ~ .. .-. .-.. .... ...... :. .. : .. ..- "..:-.... -: ...".- -.. .. I TO BE DETERMINED JBY STRUCTURAL ENGINEER NATURAL GROUND COMPACTED TO 98%'-./ WALL SECTION DENSITY BY MODIFIED PROCTOR 3/4"=1'-0" NOTE: OWNER TO PRO'v1DE STRUCTURAL ENGINEERING CALCULATIONS BY FLORIDA LICENSE P.E. FOR CMU SCREEN WALL. 3" CD CMU SCREEN WALL NTS ~ ......... 0:: CL 26' PARKING 2' 12' 12' 2' 14' WHERE REQUIRED ROADWA Y ROADWA Y SEE PLAN STD. C~~ ~ GUiRv f 1 1/2" COMPo ASPHrr. TYPE I - l!... J 1/4" ~R F~T/ _ 'i4" PER FOOT +- ~ ~11111111111111111111111111111 II ~ " , .,.., ..' 10" STABILIZED SUBGRADE - FBV 75 PSI '-- 8" lIMEROCK BASE <<>> 98% DENSITY (MODIFIED PROCTOR) NOTE: CONC. CURB TO BE 3000 PSI- CLASS "A" @ FRONTAGE ROAD CROSS-SECTlON B-B NTS 'I,: ..~.: 'I" 2~ 18. ;I .:., ;> ::~3.R . K N _ I--- '--'-'- "-'"-- ' . , 7' - ~.',' f' . .& .' , .' , ".. " ~. ' . ',.' It .".. ~ ~~""&',:. '~',:: ,: :-'--'..,,:":.,,/.?' , .. " .1' .. & ' -- " r :. &" I .;." .. ~ 1 ..... ".:" ".-'.." Do,. ". :. ".. ~, PAVEMENT -r- 12- 8- .................... 12- . (Q I I STABILIZED SUBGRADE -I--- ............................................................................................ ....................................................................................................... .................................................................................................... . (Q '::::::::::::. STABILIZED SUBGRADE '::.':::::::::.':::::::::::::::::::::::: .................................................................................................. ............................................................................................................ .................................................................................................. -'--- @ STD. CURB AND GUTTER NTS * ENGINEERING/SURVEYING L1C. # 3763/LB3763 & 7/8/03 DESIGNED F!IFV DEE J3W DRAWN UUP CHECK JNI ADD GRADE NOTE AND REVISED SUBBASE DETAll@ NO. DA TE REVISIONS JOI-t4 B. WEBB, P.E. BY APPR'D. PROJECT ENGINEER . ,1.- d 7/8" DIA. HOLE . ~....'b o ,1. o . .....~ ~ 4" 11 ( 1\ ~. ///// '///// v 18- -3/4-DIA. STEEL ROD . N - ----'I<" NOTE: CONCRETE SHAll BE 3000 PSI 28 DAY STRENGTH @ PRECAST CONC. WHEEL STOP NTS FIN, GRADE 6" L3/4" R (TYP.) .. .;~ .~.. -... ...... ..... .....: W .. ~.., -.....'0 .. .. ,," .......: ....: ~.:..{... ~.. .. .. ... - .. .. , ! : .. .,. .. '/ ./(; ~ "',' ...~ ..' :::~" ,:,":' ...:::. :,~.:.., .. f.... L"~.",, ..'.... .. .. ...- ... ... ~ . 3000 PSI CONC. 'W5 ~ ~~ ~ ~ .n, .V NOTE: 1. PROVIDE 1/8" - 1/4" CONTROL JOINTS @ 10' O.C. 2. PROVIDE 6" STABILIZED SUBGRADE BENEATH THE CURB. @ CONC. VERTICAL CURB NTS 5' AND 6' ~I LI- .liL '" w T-tr:'~( ~~ PRO'v1DE 1" DEEP CONTRACTION JOINT EVERY 4' AND EXPANSION JOINT EVERY 20' FOR SIDEWALKS @ CONC. SIDEWALK DETAIL f----soo...../ iot I I I- ~otr r'- I- ~- ~ u, '!S, ,..; 1> - '-I-- - '\ ~ I.~ CDu.. F~ 00 :ice 4: ?: -,--- ~~ M 'it1 ':>. ... " I J ~~1E ~ 3" lHlCK RElNfOOCEO I j 1m 6 x6- 10/10 EDED IRE rAIRC u1 I ,-SOD~ PLAN 5' SOD 4: 1 c 6. ~c SLAB r~ U~~ . '/' ~~~ (~ ,. ROO ~ ~ 5' 1.{~ I . or / ~ ~CRE1E VARIES E ROUND CONCRElE PIPE SECTION NOTE: 1. LET1ERS REfER TO r.D.OJ. DE~ STANDARDS "OIMEN9ONS AND OOANTlllES CHART ~ INDEX NUMBER 272 &: 273. o 15' 18- 24' YJ" 36" B C 4.09' 6.36 5.12 7.48 7.18 9.71 9,25' 11.95 11.31 14.81 E r .. 4.03 8' 4.63 5.03 9 4.92 7.03 11 5.50 9.03 13 6.08 11.03' 15' 6.67 N 1.19 1.21 1.25 1.29' 1.33" A 2.27 2.36 2.53 2.70' 2.87 (j) CONC. MITERED END SECTlON NTS ~ /L ~fr~:~ - mD I DOORS \\1TH COLORS FOR flORIDA SIGNS: REFlECTI~ BLUE REflECTIVE ~ITE SEE DETAIL THIS SHEET FOR RESERVED PARKING SlGNAGE REQUIREMENTS ~ "'= -L2' 1 1% I. 12'-0- / l 5i' l CD 0: . ::> o (.) I Co - '1 -, - 2 4" I ~.~~ ~JU; lB" ~ITE DIAGONAL STRIPING . 24- O.C. @ HANDICAP STRIPING DEl AIL NTS 1-1/2" (2" IN FOOT R/W) FOOT TYPE S-III ASPHALT SURFACE COURSE 8" (10" IN FOOT R/W) lIMEROCK BASE COURSE (cOMPACTED TO 98% MODIFIED PROCTOR TEST MAXIMUM DRY DENSITY, lBR 100 - 10- (12" IN FOOT R/W) STABILIZED SUB-BASE CCOURSE COMPACTED TO 98~ MODIFIED PROCTOR TEST MA\XIMUM DRY DENSITY, lBR 40, OR FBV 75 PSI I I W~ ... l' > ~ @ TYP. PARKING PAVEMENT SECTION NTS \t. IV IV . ~ \It. .~~~~ ~~~"7-" //,,/%,,%; "~,, / ,." ~ *,,<, UNDISTURB~ ~~-I---- ~l' EARTH "/.~ J..(~~ SLOPE - 2:1 MIN ~ . ~ OR SHORIING I( ~ (I) " w ~~- "0"+24" MAX ~ 1 "" UTILITY SER'v1CE -< ~ lATERAL - _________ ~ r90' ~ ~,...L..~ ~' .{,~A~~ ">>>-/ A 7'l' jI'" ',,,<,,,~ COMP AC1ED BACKFILL - SEE COMPOSITE UmllTY PLAN, UTlUTY SPECIFICATIONS A~D PROFILE PLANS NOTE 1 NOTE 1 DEPTH FOR REMOVAL Of UNSUITABlE MATERIAL SHALL BE AS REQUIRED TO REACH SUIT ABLE FOUNDATION AND SHALL BE IN ACCORDANCE WITH ASTM 0- 2321 @) TYPICAL TRENCH DETAIL NTS VERTICAL 15 REBAR AT EACH CORNER. (TWico!) I- 12' -I a::: -< m L.J a::: 10 ..... ....J -< t- ~ N ~ ::L !:t!t~.;~!t~:;Jt:ff;~~iJiJ.~~~ '. :..~.-.-,:ENCLOSED.,,_ .... .'. ,:~':;:" ::O'UM'P'STER .p AD:~. "~. ::; .:.:~:;..~ ;.~.~..~ .~.: .::.~.:.1::a :~:~::~~ :.;. ~~;_. ~ -:1 .....:.~. ... ~.;. ....... -.~. :.- .-..... :i~--~;'~~::~:..:i.~.: ~..:.:-/' ~~::.;:~~ .~~ ~~i~ ~'.: SloPE PAD TO 'DRAIN ~;'::: .hti~J~;.>\;:~~:~;Jt{~;? . .lt4'.. ...... ... I. . ... :~ .1. . ~..:: :.. .:.: 4:.. :....;:.. .~.. :. .:....Z .i ....~ ..~ ,..... - - ~ m La.J a::: ~ N ~ - Z o N ~ ::L ,..... FILL CORNER CELLS ~ SECURE HEAVY DUTY GA TE HINGES TO BLOCK WALL 'MTH 1/2" ANCHOR OR WEDGE BOLTS STEEL FRAMES PLAN VIEW 18" r-1 \"R - FTP-26, l8XJO STD. - / ~ 18" 1\" R ~1" \" 1-- f-- PARKING BY .8" DISABLED 12- .8" PERMIT .8- ONLY 1.5 SERIES 'C' /' - 1" 1....- I $ 250 FINE -+ @ 84" 12 HANDICAP SIGNAGE NTS _t FIN. GRADE (VERIFY /MEET CITY REQUIREMENTS) STABILIZED MATERIAL (SEE SOIL REPORT) TOOLED EDGES CONC. APRON \\1TH 6X6XW2.1XW2.1 W.W.F, (SEE CONC. PVtti'T. DET.) 15 CONT. I 'f' ... - ,4' . ., ~ . '.4' 4 , ,', '.. - ..., '. . ... .. ~ :." .. ", x .' I X . .,' x, ~~ ~ I\:( 4., " . " ': ,'..~.:', 4', . '4 .< > i~ ./..::.:...~N :II - ~':II.;w 1= 1--11 -WEll f. illl-II {!TJ7 ~~l1Fr~~ I ~I ~g' : Z c.o~: m 9" @ CONCRETE APRON DETAIL NTS FRAME & SOLID LID. NEENAH NO R-1974-A (ROUND) OR APPROVED EQUAL WITH ClEAR OPENING EQUAL TO PIPE 1.0, FINISHED PAVEMENT ~ERE REQUIRED 7 / TROWEL-FINISH r FINISHED GRADE .:~~ ::.~<<i<<<<<<~ .. . . V' / 'i'>y" . .. /. . I ," :::::::::::::::::::::::::::::::::::.;,~;.. 12" CONCRETE / COLLAR 6" THK. ----./ z (1)- w~ a: : ~g 45' BEND " ~=t~ . } SEWER/ORAIN U WYE \:45' BEND @ CLEANOUT DETAIL ' NTS POURED LINTEL BEAM REINFORCED WITH (1) HORIZONTAL 15 REBAR (TYP.) -~ ~ I....~ :. .... ~RTlCAL 15 REBAR 4' -C-C AND AT CORNERS (TYP) 1:". , . ~~ ,. . . . '. .... STANDARD 8-X16- CONCRETE BLOCK, Fill ALL CORNER CELLS WITH 3000 PSI CONCRETE, USE -PEA GRAVEL" SIZE AGGREGATE MAX. r 4- CONCRETE SlAB REINFORCED WITH 6X6-W10XW10 W 3000 PSI, 28 DAY CONCRETE, 40KSI STEEL <c ";1-:' .. ~. ~ .. .: ~ : ~ -I- ,: ~S:'~. ~~~~~ ~:;,.:..: ~;::~::. .:'-' ,::.'.::... \~ :::.:> ~ -;.:~,,:-. '::.~::: ->:.~:\;~":r::">' . NATURAL GROUND COMPACTED TO 98~ \ I DENSITY BY MODIFIED PROCTOR \L (2) 15 REBAR, CONTlNOUS (TYPICAL) SECllON VIEW -'-- @ DUMPSTER DETAIL NTS NOTE: 1. OWMPSTER ENClOSURE TO MEET REQUIREMENTS OF OTY ORDINANCE #2002-13. 2. BWILDER TO COORDINATE DUMPSTER SIZE. lOCATION, ACCESS. ETC, WITH WASTE HAULER (Fl. RECYCLING) 3. BUILDER TO PROVIDE STRUCTURAL ENGINEERING CALCULATIONS BY flORIDA LICENSE P.E. FOR DUMPSTER ENCLOSURE. APPROVED FOR JOHN B. WEBB /L & ASSOCIATES, INC. 71'd"", g VAAA- / ~~:PJjr,'V'~!!' FlORIDA 19951 VOA I I 101m H. We/16 k As8Odllfes, l/rlt. * cwa. a ENWIONMENTAL CONSl.L TMi ENGMEER8 926 8. DEIM<<J DRIVE, WNTER PARK, FLORIJA 32789 WINTER SPRINGS AUTO SERVICE CENTER MIRANDA TOWING ICS INDUSTRIAL -caJM:RCIAL STRUCTURES, Ne. 7- CMU SCREEN WALL~I ~/ EL. 43.00' ~ VARIES SOD SIDESLOPES TO N'M.. MAINT BERM 10' MIN. ~~ ~ 100-YR EL. 44.00' 25- YR EL. 43.39' MEAN ANNUAL EL 41.81, 4 NWL EL. 40.00' 1 ~ -EL~ 37.00' EL. 37.:'~ i1' ~1 11 ~ ~ ~ Yh EL. 44.00' z~ .'" ~ a::: E_ 'V"/;y,>-,-v.'''''. @ WET DETENTION POND SECTlON (SECTlON A-A) NTS ~o(? .1. f-r .J III' ~, r I rl r ~I No..o4 Top &In J .:. r No. 4 8t1ftwI &In I r I r I If, I" Slope To III1Ioh N/JtIDMf CUj fllfh ~ Top fftldu I L Nrt/ r 8t1ftwI CfttIItfer Or 'l ~1lIL r- ,.,., ~~~ D-I~'r I~.,~~, ~ I LlM - ~- BrV D - r.. No. 4 &In ~ . r Ctrs. .L:: Cf1nter Fill., (SH Note 6,,) - 'EI?o = No. 41. r err.. HoI'(z. r a..t.,. -----.. 'No. 40ltlf. &In ".r r No. o4. r Ctrs. Vert. No. 5 &In . ~ Ctrs. (P_1de Horlz. Hook QI TIntIt End Of Top &/rJ .. _ "I r I Ifllet (lfll.t Top 7)ope 6 ~I<<I( AbtJuI I) I ~ ~A FI/1.t EadI 8<<1Ic Cf1nter RequIred ""." Round 8t1ftwI Or Rleer U.. rQ.o4.ro.ll.', -" -5.5'0.11._ r-; a (I/'Or go t .J- L\ M Mil I -(~ II ~ ~~Q ~\ : ~ ~ a --.---- I- ~_\~.J I 1D'" - IIf1'" \... r y~A r~ 1 G:j f' d1~ ~I I CIl' a11l II \T fI' 11." 1 -- 1 r,; L" 5'o(? IO'-r fStHl ewer ~ SECTION AA TOP VIEW f-I/' To Be PrlId For I As Qri . Gutter F.L. Of Q/fter... \-1 ~ ) ~ r' I I To Be PoIdtJr., As Qri . 10" ?oI w u..n. Of hll., CamnIt1!fofI / ~ J Yo; Jj: '~J~ ~~ :::::: ~. l!:::P"" ) lt~ --- -- . "-(1' Q/fter T",..nfofl 8'-(1' , I , I .1. ~.I/' ,'O(? I Q/fter T",..nfofl ~4!d SECTION BB (Qri hi'" Top Type 6 ~IotI, "Ifh Left Half) 1~&In (0'-'11'" I'rlM s,... 8e1WHfI N/JtIDMf I.I1ng11utlltttl/ C..., ThtIn r Cenfen) ~ SECTION PP f f-lf' ;.,-~ ~ ",N K ,,/ ~~ ~: ,/~ ~ r---v 'K ", ....... ~1leo.Q/fter~I\':- I~.~ . " 6nIN--;;. ~ ~ ... ~ f'~ I go I '- No. 5 &In I' :, go ,I/' go III~: : = &Irs SECTION QQ . ~ Ctrs. -+- I r V\ ~~ I ~. I " -- INLET TYPE 5 ~ TOP MODIFICA nON FOR TYPE E CURB SKETCHS SHOWING FRAME SEA T AND THROA 7 RECESS @ CURB INLET TOPS TYPES 5 AND 6 NTS (SEE FOOT INDEX #200 FOR INLET BOTTOMS) FUTURE CURB AND CUTlER CONSTRUCTION ~ "-10" - A \ 1'-2" r > II 11 - ,,- GEOTEXTlLE POST --........ /' MA TERIAL a ...... EXISTING GROUND '" ~ "'~- -- CO .... S 2C'R OR AS SHO~ ON PLAN ~ ,1/2" EXP. .KINT ~II I II ~ ~ J-12" OF GEOTEXlllE MATERIAL TO BE TIED INTO GRADE SILT BARRIER FENCE - -c I -A -B VAlLEY CUTlER I CURB AND CUTlER r STRAW BALES PINNED TO BERM or 24~r ~1 18- MIN. ~I .,~ - -~ - ....... EXISllNG GROUND PLAN I ~[I- I 1'-10" 1'-2" I ~~ -:.~ 6.25" ~ 3'-0. , I BERM W / STRAW BALES - SECTION AA \ ) SilTING BASIN ...~ 6" "-6. 1'-10" ,. i'-y~.;~ J 1"-2~1 ~t,r lID] . CD . It) ~ TOR. --.r- '-- STRAW BALES AS REQ'D. W/ 2-x2" WOOD STAKES 8" 5'-0- SECTION SS < '> . "l STRA W BALES f FINISHED GRADE TOP OF SUB-BASE II - ~o/~ 'I~ t\,~ ........1 6- , " 1'-10. IY~ 10'R I rl. .J ._~ , 12-J} 2" x2" WOOD .J STAKES INLET W / STRAW BALES tiQ1E STRAW BALES TO BE REMOVED PRIOR TO PLACEMENT OF ASPHALT PAVEMENT AND PLACEMENT OF SODDING SWALES AND OPEN SPACE. . "l .,... SILTING BASIN STORM STRUCTURES . CD I I 8 3'-6- I I I SECTION CC @ CONe. VALLEY GUTTER NTS @ EROSION CONlROL DETAILS NTS CONSTRUCTION DETAILS 1 DATE JUNE, 2003 ENGR'S. PROJECT 107-01 SCALE SHEET OF7 C-6 N.T.S. MINIMUM LENGTH OF RESTRAINED PIPE TO BE INSTALLED ON EACH SIDE OF FiniNG FITTINGS PIPE SIZE (INCHES) 8 4 6 90' BEND 45' BEND 22 1/2' BEND 11 1/4' BEND BRANCH OR TEE DEAD ENDS 45 19 9 5 128 128 59 25 12 21 9 4 2 77 21 6 157 157 NOTES: 1. INSTALL FULL LENGTH JOINTS WITH TOTAL NUMBER OF JOINTS EQUAL TO OR GREATER THAN SHO~ IN THE TABLE AND FOR THE TOTAL EQUIVALENT LENGTH REQUIRED. 2. WHERE TWO OR MORE FITTINGS ARE TOGETHER USE FITTINGS WHICH YIELD THE GREATEST NUMBER OF RESTRAINED JOINTS. 3. CONTRACTOR SHALL SUBMIT FOR REVIEW AND COMMENT, DRAWINGS FOR RESTRAINED JOINT SYSTEM, ENGINEER APPROVED SHOP DRAWINGS TO BE SUBMITTED TO THE CITY. 4. THRUST BLOCK AND RESTRAINING SEWER AND WATER MAIN SCHEDULES SHALL BE COMPLETED BY THE ENGINEER, BASED ON ALL DESIGN CONSIDERATIONS INCLUDING BUT NOT LIMITED TO THE FOLLOWING: PIPE TYPE, SOIL BEARING CAPACITY, SOIL TYPE, DEPTH OF COVER, TEST PRESSURE, LAYING CONDITIONS, SAFETY FACTOR. 5. THIS CHART WAS PREPARED BASED UPON THE 1992 DIPRA MANUAL FOR THRUST RESTRAINT OF DUCTILE IRON PIPE. ASSUMING: (1.) 150 PSI WORKING PRESSURE, (2.) 3 FEET OF DEPTH, AND (3.) LAYING CONDITION NO.3 FOR SAND/SILT BACKFILL. CD RESTRAINED PIPE JOINTS TABLE NTS GROUT ~ FINISH GRADE ~ '\.. /FRAlIE AND CD-.rn USf 663-AB-MB u~~..... == =~~ECCENTRIC CONICAL SECTION. BRUSH BLAST AND RUB INTERIOR AND JOINT - ~ B SURF ACES. APPLY 2 COATS WATER BASE EPOXY (RED, THEN GRAY COLOR) 3-5 MILS OFT EACH. l)L-- FlEX CONNECTOR CONC. FILL ______ ~.o~.G BENCHING ____~. ; :.)\ ../~~:; ~". l--- PRECAST CONC. . . 4- ~ ~~~ . ASTM C478. ~I ..:...'..............~...; r r:~~A~f~~ILs r ,,;,,:1 ~?:...:~-:-:.,;..:1 ~.;...:...:~-:-:~,,~.?;;..;.:". ',;'.;.P:." 1-9" UIN ...,,~.."t. :-....,-::-1 ~ .......:~.:;I.. :....,~-~ ~ ........::.. -: ..~:... !;.-..:'-<..-,\, .,:::s..;.. M . ~;'::~~~f:':'-0 ..1.:34:" ',f.~ '.~.. ..I.:t.'. .~_..~.~,."'":~, ,..:. T NATURAL GROUND '~..... .!:r;....':~.~:f.:....'::;;';:...--r..: -,'::'\(:' No. 89 CRUSHED STONE COMP ACTED TO 98~ DENSITY BY MODIFIED PROCTOR f7-.;J ':II~" C COURSES OF BRICK OR CONC. ADJUSTING RINGS (5 MAX.) .J c:: 'E M.H. DEPTH UP TO 12' >12', < 18' 18' & DEEPER A- B 48" 60" 6" 8" 8" -- 72" -ENTIRE DEPTH EXCEPT CONE. .. ECCENTRIC FLAT SLAB TRANSITION TO CONE SECTION IN ACCEPTABLE. BACKFLOW PREVENTER IN ACCORDANCE WITH PLANS APPROVED BY lHEOTY GATE VALVE TEST COCK (TYP.) ~~r-- THREADED NIPPLE (TYP.) I ~- Ii] l.,.... GATE VALVE -~ I ~ ~ UNION ~ (2 REQUIRED) (] ::::: !BO oBEND "'l (2 REQUIRED) 6. I MIN. I NOTES: 1. PRECAST CONCRETE SHALL BE TYPE 2 CEMENT 4000 PSI 2. LIFT HOLES NOT PERMITTED THROUGH PRECAST SECTIONS. 3. ALL OPENINGS SHALL BE SEALED WITH NON-SHRINK GROUT. 4. INSTALL FLOW CHANNEL INSIDE MANHOlES, 5. SERVICE LATERALS SHALL BE PERMITTED DIRECTL Y INTO MANHOLES AT INVERT ELEVATION ONLY. 6. REINFORCING STEEL PER ASTM C478-88a. 7. PROVIDE 5' x 5' x 12. CONCRETE COLLAR AROUND COVER FRAME, W/4 #4 BARS E.W., IN UNPAVED AREAS WITHOUT CURBS OR OTHER TRAFFIC BARRIERS. SLOPE TOP OF CONCRETE AWAY FROM COVER FRAME. 8. MIN. 12" BEMEN WALL PENETRATIONS. 9. MIN. 50~ UNINTERRUPTED WALl AREA ON ANY HORIZONTAL PLANE. ~ ~j ...."" -' . . 1- ';/ FINAL GRADE I 6" I MIN. o' I z x - < ::IE ::IE a N a ~~. .".. : i~~~".~'~ ~. ~ .~ I ~ ~ ~ ...., FROM a MAIN 6" CONCRETE SLAB W/ 14 BARS 12" O.C. BOTH WAYS . I TO $ER~CE r . NOTES: 1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE THREADED SCHEDULE 80 GALVANIZED STEEL OR BRASS. 2. ALL ABOVE GROUND PIPE AND ASSEMBLIES SHALL BE PAINTED BLACK. @ REDUCED PRESSURE BACKFLOW PREVENTER NTS SET TOP Of VALVE BOX - TO FINISHED GRADE r--~~~EA~~~S (SEE DETAILS) ~,. ~~ ~STAIllE CAST IRlllN IX SEE NOTE 2 - lIt\ VAL VE BOX ~ I'~ u RESlUENT SEAT JJav'BOX SHALL REST ON M J GATE VALVE Iilifi. BEDDING ROCK NOT . . ~~ l:... ~ ON VALVE OR PIPE WA TER~ ~ ---=::: AND SHALL BE MAIN CENTERED ON I" OPERATING NUT o ~ ) FINISHED GRADE Z 3i ;., 6" BEDDING ROCKJ NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALIlATlONo 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDE(D TO COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE. C 36- 36" 36" @ GATE VALVE AND BOX DETAIL NTS o 8" 10" 14" MANHOLE SIZE: UP TO 24" PIPE = 48" t, UPTO 36" PIPE = 60" _, OVER 36" PIPE = 72" t. @ STD, SANITARY MANHOLE DETAIL NTS 8" ,"'.., ...~ ~ ~ 8" ~" . XV /PAYEMENT ~., . · .1, · .. / /"/ ~ ~// 'l .. .. .. ... .."/"/ '/ ,. "/ .' .. '.. .... ..: · '/"/:% ~ './- "i .' .... . , .. '/ ~ '/ '~ ~ % ..f' .f' ... . "/'/"/"/ F : ..:..:: ~ .... ...... .... f' ~,/." ...):: % 'l'.-h/'./-% .... _.. ....,. /'/' /..' /. "/~/h, -. "..." . 6. 12" I I STABIUZED SUBGRADE 12" -- 6" .:.':::..::..:::" COMPACTED SUBGRADE '::::.":::::::.":::.'::.'. @ CONC. RIBBON CURB NTS * ENGINEERING/SURVEYING Lie. # 3763/LB3763 DESIGNED f!IPI DRAWN UUD CHECK J8W APPROVED FOR JOHN B. WEBB ~ ASSOCIATES, INC. 77" ''-' /f VAA4- aGo PRQF. ENGR. FLORIDA 19951 ATE: 71lVro .3. I I NO. DA TE JOfoW B. WEBB, P.E. BY APPRoD. PROJECT ENGINEER REVISIONS It ::~ ~~ --- 8" BRICK OR NON-REINFORCED CONCRETE OR 6" REINFORCED CONCRETE ~ f-- 3'- .OR 4' -0. DIA -L (\ \ J ~ ONE CAGE 14 0 12" CTRS ....0::::: BOTH WAYS IN CENTER 1/3 OF ........ CONCRETE WALL ! a CO f ~ <0:: ....,zw ~:::E (/)OCl.wO:::l ~F(/)(/)C'!:::E 0:: Cl.o I- W 0 Z ...., ZIZ- I -F :::E 1-'0 X O~"'ZWO < ....,OZ ~~~~~< WCl.FF=w(/)(/) Z~ZU""'WI-Z ...-:::lm(/)~O -' 0:: lO- a iFO(/)..,~ OO~~I-o::"'" .1 IoE~o~ CO(/)U:::E::::ilJ...O I- ZZ :::l0 I-F UU <Z ~~ Zo:: go (/) W...., .. ~5 0:: I ....,Z 0< Z:::E :::llli 0::1- OW lJ...~ 0- . -0::< <0"'" Cl.lJ... ....,....,lIi m~~ 00::0 I-o.m ,.... m < ,.... ~ ~ in ~ ~ ~ (/) ~ o ~ Cl. ~ ~ ...., ~ _ 0 :; :::E ~ ~ ~ :::E - 0 0:: m .... \. - \. \. .. .. "'--#4 BARS 0 9- CTRS BOTH WAYS .. PERIPHERAL BARS OR STRAIGHT END EMBEDMENTS MAYBE USED IN LIEU OF STANDARD HOOKS, IN ACCORDANCE WITH DETAILS FOOT INDEX 201 SH 3 OF 5. @ FOOT TYPE 'p' MANHOLE NTS 'oIm H. We6IJ Ie. As8(J(in/es, lilt. * CIVI. . ENWlONMENTAL CONSlL TMJ ENt1MEER8 926 S. DENM'KJ DRIVE, WNTER PARK. FLORDA 32789 ~ FINISH GRADE 0: 1m 11~1r=lIF ~ . o~ U:::I! ;., WATER MAIN \ II I~ 9 U-BRANCH FITIlNG (1" X 3/4- X 3/4") CURB STOP 2EA. ~~ ~ BLUE POLYEJHYLENE TUBING TO METER BOX ASSEMBLY 1. ALL FITTINGS SHALl BE BRASS WITH COt.tPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE UNE SHALl TERt.fINATE UNDER A DRMWAY. 3. EACH SERVICE SHALl TERMINATE AT A CURB STOP(S) WHICH SIW..L BE BURRIED APPROXIMATELY 3' BELOW FINAL GRADE & SHALl BE ClEARLY MARKED WITH A 2- X 2" X 18" STAKE. WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF BLDG. TO BE SERVED, r . ::IE lJ... I~ a.. I~ N SEE FORCE MAIN CONSTRUCTION DRAWINGS ~ FOR CONSTRUCTION Of FORCE MAIN AND CONNECTION TO CITY SYSTEM ~ I >- ~ ~ ~ o I~ _ __ ~a.. ,.. ..... - - ~~ -, -- >- ~ ~ 0:: CI -- WINTER SPRINGS AUTO SERVICE CENTER MIRANDA TOWING ICS INDUSTRIAL -couMEACIAL STRUCllJRES, INC. C( II a Z CXl- SEE GENERAL NOTES ~ ::IE THIS SHEET SANITARY/STORM & SEWER REClAIM WATER MAIN. @) PIPE CROSSING DETAIL NTS CORPORATION STOP (1"7 MN.) zr ~ O:J ~ :.: \, BLUE POl YEJHYLENE TUBING (1" MIN.) SINGLE METER BOX AND WATER METER CURB STOP (SEE NOTE 3) CORPORATION = ~NTED STOP (1"7MIN') BLUE & WITH V~ i j POLYETHYLENE TUBING (1" MIN.) DOUBLE MmR BOX AND WATER METER CORPORATION STOP & FITIlNG (NORMALLY OPEN) , AYNlA TYPE ~~ CC THREADS u .~ SADDLE ~ In '~"Vfl .. ~ .. WATER t.tAIN .-J 111, ~ ro- u . ~ 30 - 45' DEG. (]) WA TEA SERVICE CONNECTION NTS ~ D ~ 1'1 ~ ~ ~ 2 I -, , . , 2' x 4' X 6" THK. CONCRETE PAD" w/I4 BAR ANCHORING G9 O.C.E.W. COUPLING ~ am ....... I ANCHORING ELBOW ~+ 1.I'JII3HL /~ 4N I :Gr~ ~ ~ M.J. TEE ( III III / (1-' III i 11I- J_ "I 6. GATE VALVE (MJ) L WATER MAIN FIRE HYDRANT - W/PUMPER NOZZLE FACING PAVEMENT. FIRE HYDRANT PLAN LIMITED RIGHT -OF - WAY CONDITIONS AS REQ'D. PUMPER NOZZLE FACING PAVEMENT ".. ~ 18" x 18" x 6" 7 "' CONCRETE COLLAR 18" ~IN. W/4-14 BARS ~4" AX. ~ =i::;:: ~~J~I~TED ___ :~. ;:-:;.. '.--;:" 24" x 24" x 6" REINFORCED CONCRETE SHEAR PAD. W/4-#4 BARS E.W. . M.J. HYDRANT ANCHORING TEE en ..... 0:: ~ l~~ , I ~ JUL ~HI ..... ,\... _; ~>l _ IJUL ~UL fH~ ..... 12" MIN. ~. RESILIENT v.rDGE GATE ':1 VALVE AND BOX (SEE DETAIL) M.J. ANCHORING PIPE 6" MINIMUM NO. 89 CRUSHED STONE NOTES: 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WITH A PERMANENTLY PLUGGED WEEP HOLE. 2. SHEAR PAD AND VALVE COllAR SHALL BE A SINGLE 24" WIDE SLAB WHEN LESS THAN 4' APART. 3. CLEARANCE BEMEN BOTTOM OF BOlTS AND TOP OF SHEAR PAD SHALL BE 3" MINIMUM. @ FIRE HYDRANT DETAIL NTS 1 ,,~ - ~~ ~ I ~~ - ~ '-~ z c \.~ z c - 1 '- ~~ ~ ./b! ,: - - ;-1- - 1"'1 ~ = -- I I -FM- - - - EXlSnNG 6' fII ~ -,... -......- -FM- ~ I - NEW~ r PUBUX @ SEWER CONNECTION DETAIL NTS CONSTRUCTION DETAILS 2 DATE JUNE, 2003 ENGR'S. PROJECT 107-01 SCALE SHEET OF7 C-7 N.T.S. ~ ,. REMAINDER OF LOT 1 JOE E, JOHNSTON'S SURVEY D,8, 14 7, PAGE 221 S 51-15'00" W S 51-26'59" W (DEED) (MEAS,) 291.30' 266.89' .. 0" q:,<O n-,. <0 "'V q:,. 00 C\JC\J 4" OAK _ _~" OAK 2" OA''- -8 OAK /'\ -5" OAK -5" OAK "10" OAK-1 ' 8AK OAK " 5 OAK _ -1 AK -4,'" QAK 6" OAK- - ,.(),.() -2-i2-~KdAKS -5" OAK 2" OA -5" 0 a,. -4" -8" o o 4J.O o -22" OAK OAK -3-10" 0 36.3' ... 1 STORY WOOD - cO FRAME 26" OAK N FIN. FL.=45.74' 36,4' 00 co 00::: . 00 CD ~Q. .... -21" OAK -12' OAK o o~ -6" OAK -6" OAK o ~ -12" OAK_18' 0----,0 13" OAK_ L 4' CHAIN _ -1 a" OAK FENCE 13" OAK (l ~ ~ ~ .~ -4" OAK -6" OAK 14" OAK _ -4" OAK -19" OAK -7' OAK -13" OAK 4" OAK 4" OAK 328~~4' 351.10' PINE -6" 6" 6" N51e30'23"E N51-15'OO"E 1 0" OAK (MEAS.) (DEED) LOTS 2 & 3 JOE E. JOHNSTON'S SURVEY D.8. 147, PAGE 221 GRAPHIC SCALE 30 0 15 30 60 120 ~ I I I I ( IN FEET ) 1 inch. = 30 ft. TOPOGRAPHIC SURVEY OF "s" A PART OF BLOCK ABBREVIA TlONS THA T MA Y BE USED ON THIS SURVEY Ac Acre C. Calculated D. DescrIption Hariz. Horizontal P.C. Point of Curvature R/W Right-of-Way U.S.G.S. U.S. GeologIcal Asph C.B. Catch BasIn 0.1. Drop Inlet H.W. HIgh Water P.C.C. Point of Compound Curve Son. SanItary Survey Asphalt CCR Certified Corner Dia Diameter Hyd Hydrant P.C.P. Permanent Con trol Point Sec. Section W. West Ave Avenue S.R. Record Dr Drive I.P. Iron Pipe P.I. Point of Intersection State Rood W.M. Water Main AZ Azimuth B.C. Bottle Cop C.G. Curb and Gutter E East L.B. LIcensed Business P.L.S. ProfessIonal Land Surveyor S.S. Sanitary Sewer W.V. Water Valve Bose LIne C.I.P. Cost Iron PIpe EI ElevatIon North P.S.M. Pro fession 01 Surveyor and Mapper St. Street B.L. Sty. Story 4- Internal angle B/dg BuildIng C.M. Concrete Monument F.F.E. FIn Ish Floor ElevatIon M. Measured P.O.C. Point on Curve Blvd Boulevard C.M.P. Corrugated Metal PIpe F.H. Fire Hydrant N.G.S. NotIonal GeodetIc Survey P.R.C. PoInt of Reverse Curve S.W. Sidewalk B.M. Bench Mark Co. County FI Floor NGVD Notional Geodetic Vertical P.R.M. Permanent Reference Monument T. Tangent length 0 Benchmark Bndry Boundary Cone Concrete F/L Flowline Datum P.T. Point of Tangency Twp TownshIp Bot Bottom Coord Coordinate Fnd Found N/A Not applicable R- Radius length T.B.M. Temporary Bench Mark EI Section Corner Brg Bearing Cor Corner Ft. Foot D.C. Orange County Rd. Rood Tel. Telephone 11 BW Barbed WIre C.P. Concrete Pipe Hdwl Headwall (P) Plot dimensions R.R. Railroad U.G. Underground Con trol Point ~ :e ASPH~ T DRIVIE 5" ceo w- - rI"') ~ .. ceo 11'0 ~ :e -5' OAK ~ 0::: ~ :e pp OF D.R. ~ ~ o o ~ ~ 0\ o t-= z ~ < Q. S t-= ~ :2 ~ (J) Q. W (J) I.L. C) < 0 0::: 0 W C) IU C) 0 W ~ en r') w ~ a::: . <(& a::: >. . 0 en 3: "- a::: ORA WN BY: CAD DA TE: DATE CHECKEJ) BY: COBY DRAMNC NO.: OWG.NO FIELD DA TE: FLO FIELD BOOI<: FB JOB Na: IN SHEET SN OF 1 REVISIONS: DESCRlpnON: x .. R.C.P. a::: ~ r- ;:) a old CURB INL TOP=46.10 FLOWLINE= E. INV.=38. o ~ ~ 0::: II II \ I~ II=~ lD n CURB INLET I TOP=46.05 FLOWLlNE=45.14 N. INV.=34.74 II S. INV.=34.76 W. INV.=37.82 a::: w ~ II ;:) a old II II) a::: ;:) () N ~ "- 0::: MITCHELL'S SURVEY OF THE Description: Commencing at the most Easterly corner of that part of block "B" of D.R. MITCHELL'S SURVEY OF THE LEVY GRANT, as recorded in Plat Book 1, Page 5, in the office of the Clerk of Circuit Court of Seminole County, Florida, lying South and West of the paved road leading from Sanford to Oviedo; thence along the Southwesterly side of the paved road North 38 degrees 45 minutes West 1586.00 feet to a concrete monument for a point of beginning; thence continuing North 38 degrees 45 minutes West 200.00 feet; thence South 51 degrees 15 minutes West 291.30 feet to the Southeasterly side of a dirt road; thence South 22 degrees 15 minutes East 208.80 feet; thence North 51 degrees 15 minutes East 351.10 feet to the point of beginning. Notes: 1. This is not a boundary survey. This is a topographic survey of a portion of block "B" of D.R. MITCHELL'S SURVEY OF THE LEVY GRANT. 2. Vertical information is based on Seminole County Benchmark 437.37.01 being a PK nail and disk in the Northeast corner of a parking lot in the Southwest corner of the intersection of S.R. 434 and Tuskawilla Road. 3. Bearings and North arrow are based on a map provided by the client. The bearing structure as shown hereon is based on the westerly right-of-way of S.R. 434 being on a bearing of N38'46'16"W. 4. This survey is not intended to reflect or determine ownership. 5. The property shown hereon was not abstracted for easements, rights-of-way, or adjoiners of record. 6. No subsurface improvements, foundations or ground covered encroachments were located by this survey, except as shown. 7. Field work was completed July 24, 2002. 8. Tree locations and boundary information is based on a survey by Franklin, Mizo, & Ried dated 8/13/01. 9. The property shown hereon is located in Flood Zone "c", as scaled from FIRM Flood Insurance Rate Map Panel 135 of 260, Seminole County, Florida (Unincorporated Areas), Community Panel Number 120289 0135 B, Effective Date May 5, 1981. 10. No part of this survey may be reproduced by photocopying, recording of by any other means, or stored, processed or transmitted in or by any computer or any other systems without the prior written permission of the surveyor. Copies of this plan without an original signature and impression seal are not valid. 11. Data Sources: -Florida Dept. of Transportation State Project No. 77070-3516 Sheets 32 and 33 State Project No. 77070-2516 Sheet 8 -Flood insurance Rate Map Panel 135 of 260, Seminole County, Florida, (Unincorporated Areas), Community Panel Number 120289 0135 B, Effective Date May 5, 1981. -Boundary Survey by Franklin, Mizo, & Ried Dated 3/02/01 and Revised 8/13/01. LEVY GRANT ~, LAND SURVEYING DIVISION OF ffdut 1!. We66 k Assodlltes, lHC. CIVIL & ENVIRONMENTAL CONSULTING ENGINEERS 925 S, DENNING DRIVE WINTER PARK, FLORIDA 32789 PH: (407) 622-9322 FAX: (407) 622-9325 EMAIL: WE88ENGR@AOL.COM MIRANDA'S TOWING INDUSTRIAL COMMERCIAL STRUCTURES, INC.