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2010 02 22 Regular 600 Preliminary And Final Engineering Site Plan Approval For Park Manor Academy Daycare Facility
CITY COMMISSION AGENDA Consent Informational ITEM 600 Public Hearing Regular X February 22, 2010 /- Meeting Mgr. / Authorization REQUEST: The Community Development Department presents to the City Commission a request for combined preliminary and final engineering /site plan approval for an approximately 3,500 square foot (SF) daycare facility within the R -3 (Multiple Family Dwelling) zoning district. SYNOPSIS: In 2008 the Park Manor Academy received a conditional use to construct and operate a daycare facility at lot 5 of the Excelsior Business Park (135 Excelsior Parkway) and subsequently received a building setback waiver to "fit" the facility onto the site. The 0.49 acre site at the east end of the privately owned cul -de -sac is presently vacant. An aesthetic review of the building, site, wall, and signage (which has proceeded concurrently with the site plan) is scheduled to be heard at the City Commission with this site plan and is required before building plans may be submitted or a building permit issued. CONSIDERATIONS: FUTURE LAND USE & ZONING DESIGNATION: Future Land Use Designation: Medium Density Residential (3.6 — 9.0 D.U. /acre) Zoning District: R -3 Multiple Family Dwelling District APPLICABLE CODE: Chapter 9 of City Code Chapter 20 of City Code CHRONOLOGY: January 11, 1990 — Excelsior Business Park plat was recorded with Excelsior Parkway as a private cul -de -sac roadway. July 9, 2007 — Ordinance No. 2007 -20 was adopted, allowing day nurseries, kindergartens, and daycare as a conditional use in the R -3 zoning district. February 25, 2008 — Conditional use for daycare was approved. February 22, 2010 Regular Item 600 Page 2 September 19, 2008 — City receives site plan application package. October 27, 2008 — Setback waiver (allows 15' front setback, in lieu of 25') was approved. February 3, 2010 — Final engineering /site plan receive recommendation for approval from P &Z. DISCUSSION: Section 20 -207 of the City Code lists the permitted uses for the R -3 zoning district, which includes apartments, town homes, patio homes, or other multi - family dwelling structures; boarding or lodging homes; guest or tourist homes; and general office, including medical, dental, legal, architectural /engineering, real estate, financial, information technology, and administrative headquarters. Section 20 -208 lists the uses that are permitted in the R -3 zoning district only as a conditional use. These include day nurseries, kindergartens, and day care (excluding "family day care," as defined by Florida law). The 0.493 acre undeveloped site is located on the south side of the east end of the Excelsior Parkway private right -of -way, adjacent to a storm -water pond (master planned to accommodate Excelsior Park). A daycare facility is a free - standing facility where care for pre- school children is provided, normally during the daytime hours. Daycare facilities generally include classrooms, offices, eating areas, and playgrounds. Some daycare facilities provide after - school care for school -age children, as well. These issues were taken into consideration with the conditional use. The Institute of Traffic Engineers (ITE) has summarized traffic data from daycare sites surveyed from the mid -1980s into the 2000s. The weekday a.m. and p.m. peak hours of the daycare traffic generator typically coincide with the peak hours of the adjacent street traffic (highest hourly volumes of traffic on the adjacent streets during the morning and evening, respectively). According to the ITE's Trip Generation, 7` Edition, daycare facility typically generates 79.26 weekday trip ends per 1,000 square feet of gross floor area (12.79 average vehicle trip ends during the peak hour of adjacent street traffic between 7 a.m. and 9 a.m. and 13.18 average vehicle trip ends during the peak hour of adjacent street traffic between 4 p.m. and 6 p.m. on those weekdays). A trip or trip end is a single or one - directional vehicle movement with either the origin or the destination (exiting or entering) inside the study site. The total trip ends for a land use over a given period of time are the total of all trips entering plus all trips exiting the site during a designated time period. Saturday and Sunday vehicular trip generation rates are typically very low (6.21 and 5.83 average vehicular trips, respectively) for those facilities that are open on weekends. The applicant proposes to operate between the hours of 7 a.m. and 6 p.m., basically 5 days a week (not to exclude occasional weekend events or operation). Classes will begin at 9 a.m. and some after school programs are anticipated. The children are expected to be within the 2 — 11 years range. Section 20 -417 of the City Code requires a six (6) foot tall masonry wall be constructed along the portion of the site which abuts residential properties. Since the other commercial sites along Excelsior Parkway abutting these units have a vinyl fence separating the different uses (built before the wall requirement was adopted), the applicant desires to extend the vinyl fence. The February 22, 2010 Regular Item 600 Page 3 site plan can be approved with the six (6) foot masonry wall and the applicant may subsequently apply for a waiver of the wall requirement to extend the six (6) foot tall vinyl fence. In this way, the applicant may proceed without further slowing the process. FINDINGS: 1. The 0.49 acre site is within the Medium Density Residential future land use designation and the R -3 Multiple Family zoning district. 2. The site has received a conditional use for a daycare facility and a building setback waiver. 3. The site plan, as provided meets and is consistent with the comprehensive plan and City Code, subject to providing either a 6 foot tall masonry wall along the adjacent residential property or obtaining a waiver of the wall requirement (to extend the existing vinyl fence). The plan presently depicts the 6 foot tall masonry wall, as required by code. Such a waiver is separate from this site plan approval. FISCAL IMPACT: The Seminole County Property Appraiser's office states that, within Seminole County, the average building size for a daycare center is 5,528 S.F. (this facility will be approximately 3,500 S.F.) and that the average just value of these facilities is $110.70 per square foot. Therefore, without knowing further specifics, the estimated total just value of the facility is $387,450 (3500 SF x $110.70). The applicant projects 3 full -time and 2 part-time employees. Tax revenue projections are as follows: 3,500 square feet - assessed at $110.70 /square foot: $387,450 assessed tax value $387,450/1000 = 387.45 387.45 (2.5814) = $1,000.16 $1,000.16 (less the 4% statutory discount) = $960.16 tax revenue COMMUNICATION EFFORTS: Neighboring properties within 150 feet of the site were notified in writing and signs were placed at the site for both the conditional use and the building setback waiver. No further efforts have been made for the site plan. Further notification is required if the applicant seeks a waiver from the wall requirement (to extend the vinyl fence along the adjacent residential property). RECOMMENDATION: P &Z RECOMMENDATION: At its regularly scheduled meeting of February 3, 2010, the Planning and Zoning Board voted to approve the final engineering /site plan for the Park Manor Daycare facility. STAFF RECOMMENDATION: Staff recommends the final engineering plans be approved, subject to either providing the masonry wall, as depicted on the plans, or subsequently receiving a waiver from the wall requirement to extend the vinyl fence along the adjacent residential property to the southwest. February 22, 2010 Regular Item 600 Page 4 ATTACHMENTS: A Location Map B Draft P &Z Minutes C Site Plan ATTACHMENT A ► . 337 H , J ro 4 1 ' ' iii U J ' J 1"-`-.., : - 'b ' �, - _ . 359 'i ii ` poi • y 4 r - . ,_`l17p n ay " j ' ' • 400 402 404406408410'41 005 ; ', ya ?a 41 7 310 .a'i4. ! 'oi,� 'GL*o' ' 2 J bs b-, yy 7 _ - - f , � !� i .14,.." „d i� - s--d °' a+! �b I qi i 655. 6 53 : 651 : 9 i G . 'r` snJn ��� , o, ., 64 45643 41 y ., E Rs. Q - - - _ . � s , ; J4 • . 63 S.P. D. �.. 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ATTACHMENT B CITY OF WINTER SPRINGS, FLORIDA UNAPPROVED MINUTES PLANNING AND ZONING BOARD /LOCAL PLANNING AGENCY REGULAR MEETING - FEBRUARY 3, 2010 PAGE 8 OF 10 REGULAR AGENDA REGULAR 600. Community Development Department Presents To The Planning & Zoning Board (P & Z) A Request For Combined Preliminary And Final Engineering /Site Plan Approval For An Approximately 3,500 Square Foot (SF) Daycare Facility Within The R -3 (Multiple Family Dwelling) Zoning District. Ms. Sahlstrom presented this Agenda Item and stated, "The Applicant has met all the requirements of the (City) Code, and the only issue that is really still outstanding is the issue of a Wall, because the (City) Code requires a six foot (6') masonry wall. However, adjacent to the property is a vinyl fence, so the Applicant desires to extend the vinyl fence. What Staff is asking is that the P & Z (Planning and Zoning Board) recommend Approval of the facility subject to either the Applicant providing the masonry wall or receiving a Waiver to extend the vinyl fence." Mr. Stevenson stated, "If I might remind the Chairman and this Board — the Waiver will be coming back to you." Board Member Robert Heatwole inquired about the property behind the fence. Mr. John Herbert, Engineer, American Civil Engineering Company, 207 North Moss Road, Suite 211, Winter Springs, Florida: addressed the Board Members and stated, "That is an existing retention pond and privately owned and currently maintained by the City of Winter Springs." Ms. Renee Hamilton, 220 Oak Road, Winter Springs, Florida: spoke briefly about the project and fence concerns. Referencing the debris behind the fence to be cleaned up, Chairman Lacey asked, "Randy (Stevenson), could you pass the message ?" Mr. Stevenson acknowledged this request. "I WOULD LIKE TO MAKE A MOTION RECOMMENDING THE APPROVAL OF THE 3,459 SQUARE FOOT DAY CARE FACILITY ON .49 ACRES LOCATED IN THE `R -3 ZONING DISTRICT' AS PRESENTED." MOTION BY VICE CHAIRMAN POE. SECONDED BY BOARD MEMBER HEATWOLE. DISCUSSION. CITY OF WINTER SPRINGS, FLORIDA UNAPPROVED MINUTES PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY REGULAR MEETING - FEBRUARY 3, 2010 PAGE 9 OF 10 VOTE: BOARD MEMBER REVICZKY: AYE CHAIRMAN LACEY: AYE BOARD MEMBER HEATWOLE: AYE BOARD MEMBER KARR: AYE VICE CHAIRMAN POE: AYE MOTION CARRIED. Ms. Sahlstrom distributed a brochure entitled, "Temporary Signs" to the Board Members. Discussion ensued on the information received via email to the Board Members entitled "Board Comparison Between Cities — January 2010 ". Chairman Lacey asked, "If this Board made a formal request for this item to be on the Agenda — the first or second Meeting in March (2010), would Staff put us on the Agenda ?" Mr. Stevenson replied, "I would certainly talk to the City Manager and follow his direction. I think if you made that Request, 1 think he would probably honor it. I would request that it be in March (2010)." Continuing, Chairman Lacey asked, "That is when you do get to the point of discussing the BOA (Board of Adjustment) or the other Trails, whenever the Committees come onto the Agenda, that the Agenda Item be styled so as to talk about a request from the Planning and Zoning Board to address its mission." Mr. Stevenson replied, "We will be talking about that internally tomorrow." Next, Mr. Stevenson asked the Board Members if he could discuss some new occurrences. Chairman Lacey asked the Board Members if they had any objections. None were voiced. In other City business, Randy spoke of potential projects for the City and Town Center. ADJOURNMENT Chairman Lacey adjourned the Regular Meeting at 8:29 p.m. FINAL SITE PLANS: UTILITY COMPANIES Winter Springs, Florida SANITARY SEWER: CITY OF WINTER SPRINGS (407) 327 -1800 WATER DISTRIBUTION: CITY OF WINTER SPRINGS SEMINOLE COUNTY, FLORIDA (407) 327 -1800 ELECTRICAL POWER: PROGRESS ENERGY CODES AS FOLLOWS: (407) 646 -8501 TELEPHONE: BELL SOUTH 2007 (407) 790 -2800 FIRE/POUCE: CITY OF WINTER SPRINGS GARBAGE: SEMINOLE COUNTY PARCEL I.D. NO 34 - 20 - 30 - 533 - 0000 - 0050 PARCEL STREET ADDRESS: PARK MANOR ACADEMY XXX EXCELSIOR PKWY. WINTER SPRINGS, FLORIDA 32708 LEGAL DESCRIPTION: Park Manor Academy N S.R. 419 Z � � EXSELSI9R PKWY SITE � S.?-. 434 LOCATION MAP LOT 5, EXCELSIOR PARKWAY, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 43, PAGE 12, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 37.7A3 GAS CODE 2007 N.E.C. NATIONAL ELECTRICAL CODE 2005 S.F.C. FLORIDA PREVENTION CODE 2007 H.C. FLORIDA ACCESS CODE- S.S.553 PART V 2007 E.C. ENERGY EFFICIENT CODE - 5.5.553 PART IX 2007 L.S.C. LIFE SAFETY CODE NFPA 101 2006 PROJECT DIRECTORY APPLrAW ORBG AND RBNAB RAMILT N 2W GAS ROAD W2M9LSPRRMFL3370S P& 4V4294M @lGDT®h AIU)RGCAN CWM EN00NBBRM 00. 3117 N MOSS ROAD, SUff83l I PEL ( WDPCBR PLARmA 33708 4 f 2747 B. (407) 30 PAX(407J 337 = BMA1U JdW.&.1@bdbodh.oet SURVBYOR: BEMESMYIILP.S. 3B3 SHORT AVBNUB, SUCIB 134 LUNUWODR FLMWA32750 ML407J31s577 PAX407-331 -9185 BMAD: id w7am Rarlel�s.aom GROTBCE. RNWiBRR SAME 209N. M UCI73 MOSS ROAD, S103 WUMSPRINGS, PIARIDA 33705 FE 407-337 -4537 PAX407- 32M[15 BMAD YTm ; BUWMw4es.00m I ISSUED DATE: I PURPOSE I IN O S SHEET DESCRIPTION i[ I1E9�111�, I�Yi •7�:i��9��12[��:�11:(�l���a12� 11 IRRIGATION PLAN PVIURB� USE YAP E1 BUILDING ELEVATIONS STATEMENT OF INTENDED USE E2 BUILDING ELEVATIONS THIS DEVELOPMENT CONSISTS OF CONSTRUCTING ONE (1) 3,459 S.F. SINGLE STORY CMU BUILDING ON 0.49 ACRES. FINAL SITE PLANS PARK MIA THE INTENDED USE IS A CHILD LEARNING FACILITY. MANOR ACADEMY PARK WI NTER SP RUNGS, FLORIDA M ■ pmJxem.07330 AMERICAN CIVIL 0 ENGINEERING �mz a,� .' (��) NTS SECTION 34, TOWNSHIP 20 S, R RANGE 30 E SEMINOLE COUNTY, FLORIDA VERTICAL C CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE 2007 EDITION AND OTHER C CODES AS FOLLOWS: F.B.C. F FLORIDA BUILDING CODE 2 2007 F.P.C. F FLORIDA PLUMBING CODE 2 2007 F.N.C. F FLORIDA MECHANICAL CODE 2 2007 F.F.G.C. F FLORIDA 3 PROJECT DIRECTORY APPLrAW ORBG AND RBNAB RAMILT N 2W GAS ROAD W2M9LSPRRMFL3370S P& 4V4294M @lGDT®h AIU)RGCAN CWM EN00NBBRM 00. 3117 N MOSS ROAD, SUff83l I PEL ( WDPCBR PLARmA 33708 4 f 2747 B. (407) 30 PAX(407J 337 = BMA1U JdW.&.1@bdbodh.oet SURVBYOR: BEMESMYIILP.S. 3B3 SHORT AVBNUB, SUCIB 134 LUNUWODR FLMWA32750 ML407J31s577 PAX407-331 -9185 BMAD: id w7am Rarlel�s.aom GROTBCE. RNWiBRR SAME 209N. M UCI73 MOSS ROAD, S103 WUMSPRINGS, PIARIDA 33705 FE 407-337 -4537 PAX407- 32M[15 BMAD YTm ; BUWMw4es.00m I ISSUED DATE: I PURPOSE I IN O S SHEET DESCRIPTION i[ I1E9�111�, I�Yi •7�:i��9��12[��:�11:(�l���a12� 11 IRRIGATION PLAN PVIURB� USE YAP E1 BUILDING ELEVATIONS STATEMENT OF INTENDED USE E2 BUILDING ELEVATIONS THIS DEVELOPMENT CONSISTS OF CONSTRUCTING ONE (1) 3,459 S.F. SINGLE STORY CMU BUILDING ON 0.49 ACRES. FINAL SITE PLANS PARK MIA THE INTENDED USE IS A CHILD LEARNING FACILITY. MANOR ACADEMY PARK WI NTER SP RUNGS, FLORIDA M ■ pmJxem.07330 AMERICAN CIVIL 0 ENGINEERING �mz a,� .' (��) SEC. A GENERAL CONSTRUCTION NOTES: IOL-IG IF- OF- I. IF E0FIITLLI I DEPinED I ILL PLIPOIlD III III- "o OIL LIM 5 �I IFFIF 101ITTL ITI I X N I II" 6� I I CIFTFI OLL IHI � -1- oFLIII � TFIT ILL 11ol " I 1 IT, Pl. 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DElOFT I I I III I I ITAILOID IPIllWOlI III IOIL .1 Flll�l IIIIII-Ol, 1111 IITOl 8 ILL GFIA- 1 " 1 HE ' L "E -1-I D I �ILF " FM,_X%l Il OF 1-11 Fl� OF III MFMoI I IIIDED OID IOLIHED 01- -ElIFIE �D �%THL��I ILL,=IDG, FM 0 p F L T= M 5 E l D 4o l l lIoF_ ILL IE= ` � ' IOIO I Z Z I ' I T HILL ' �llllml I O IF F IIIOIFFOI�l� Ol 0 L IFI , IF,O I IFT011 IF I I- 12, 11 IF ILI � 111OITOII All TYI I A111 11 1 IFIFID 'T w 11, Y 111111011 TO 101TIOL DI 11 ITHII FIFFLEFTIL IFFIFF10ITIOLO 1111D DOOT 5 THI ILLIT F5 L LF ` To DTEFI I N TO I 1, 7 , 6 Y III III III& 11, ILL ILL 11. 111 F,F L ILCIT O� DITEIIIIED 01 Il THI .1111 IIPIEIIITOT'l D EI'LLE" ` ILL 01 FDF` I"IF IO.TS IFOII, IF �D ��BE F EFF F B� T ��H� , ITO E , DI, 10 �l 01 P-10FID 1011.1 IF 111 .10111 I F ` o ` To 9 1 M PA T IA Ll oI I w "1 11 1 1 A I o lll`N o l�l O I l`lT`M UITN To I" I IF I TI ol.IV�' �, ILT qAT ILL -FILED FILM III 111 11 ITIIILS IF lIPIIEI 01 111 111 ILL 111111TO1 IL ZXI I ' A ' l =121 I SEC. C DRAINAGE: OLDFFFLGl FILATED IFFILIFLI FI BE FEL ' IF 711' O I 'I 'I", 'I I III" MIM 11ITIOLL PlIl 11 1 111 IF 2 OIL DFAFLOI LOTEI IDIT101. ;LML.� V1 � DITILI III H11- FE0110-EF IF- EFIDDU %1 OFF01 III III L11111 OIL F-El I FIFE IIIEI IFFILL �E III10FIED IFFILIELLE PIE I'M , ", ILIII 111) IILIII ILLIED FTHE.111. SEC. D PAVING' IF -EIIIT IFOLL �l 11 IFI-lE IITH THI Ily .1 IITII mavens IF OID ID-IT I-L 11 1111 11 111 111 TO 1117A IIOlO 11MI LILLY I, ' I FIy ILIO 8-Ml ALIFIOBLE I T T ' FlAY 11 Y IF I ILI IF- IOFlIFT 11LOATIF11 1, 1111 "o TE ILL IIII TO 101�ILT I7l I-T I Ell 1 IIIIEI II TH �=F�l ' IT , 11 TI ll ' T 1 ' T . IF I FH E_ I_ I = IF� IF -111L I ILL .1 111 FFFIIFI� I' F0E-TIFI.PLI_ LOF T� IDIT ID IPLL111-1111, -'III ITILL ITIPII T� IF �' Dl I T " I z IFTIR ` T L I- F2 ILHEI IEI FO -1 IFFFII OIDEI 10IFILTF IFI COIII SIOLL IF DIIFFTLIIIT IF TIONIFIF OFT ITH � 28 D Coop I I I ""' PI ILL 12L 111 11 11 101INNI IFITI 111 1111 IF 11ml) I IFFIFFILS FIT T� 11CILD 1. -0 �l CIITII 10FILlICT'll 01 CIIII SIOLL 11 � CIF10FI-E IFLH IDIT ST-I D SFEIICATIFS III .D I'D LE 'o- "IT �, 'EIT o "o OFF ETI L5 POILODED F, TH .11TILIFT'll ILFFI 9, "'E"IT I—- III 5-LE IFOL LED AI I-I �I II'ITIIITOl "" A" I'LL IF, � , _ "T F I" %N ' F""F , 0 11AT`0ol`�, A 1 IAIIII IF I LO "" I, - IF MIF FIILIl FOOFFIFT FOIKIII IFFILL IF ILIILLFI 'I IFFINIF III ILL C.1-1-1 111. �l L,, Mo IF CoFIF- oI 111 6' "ITIFID FI �, ,I "o"Ly MILOILLED ILL OlEI L-ED DEO1111 III T� IF IPIILL P1101 TO IOIK EILH 11ILILL D11111 SEC. E EROSION CONTROL' 1110- EI0ILLI D lEDFlIT FOOLIOL 0EII-I lHOLL �l 11-LID I LFL 6 E ll o L 2 DOLLILF ILL FlAILLES T� FILLE IF— IF LITILF 5LTI O� DOT � IF ID CH FIT I I "E IF I FLY I TH, I I I o 1 1 DOO I rl o L IFID , OFLOIENL � , "D I�I IF "IF LET 'HE 1P I ll l c tT wl Il IIR AT o � � "FU L l % I 'DE I LIF 10 ELIF �o. 'D o XT. SEC. F DRY POND & SWALE RETENTION AREAS: AL E IFFFEF� " OFF III IF IILIFFI ITII %12' 111 71 ' '0 1 "' 1, 111 IFFIFFIOTF1 IIIIL ILL IIOOFl 11LIKIT 1-101 El L' 141 11 'E""'D o' Ly F 7 L -11 1 - IET11 11. - ILL. PlILIDOOLLY F.1 IIIIII-OLO .1 F-1 �� D TFOI FFFP 01 OIL DEIII .1 T-H I 11TENTIL)l _ O, 'L LE I IIILCT IFTFFTIFI wu ILIT-1 101 DFP0ITl al D ,I ILL FEKOLITOO PlFlo I I 8E IET"T IF', I I FETIM , 'I IF 11 IF OEl 1 11 F0111 OF I OF ILL -I FIFF" 1 %11 1 IMINLI TNI FIlL.lO 1 11 4 OF I IlHll OF lETlITLLI -FILL D I.DF - 1111 .1 IFLII III r SEC. G WORKS IN PUBLIC RIGHT-OF-WAY I ILL 10111 %�%O 1 01 OTIll AT I PFFL ?I11% 10IFFIEFT MI IF I L OF SFOLL �l .111111D ELF III IT-FI IF IN ' ` ` 1 1 . T V 10 11 1 ' F ` I L = IID' I I IF I 111 11 _11I r=1 I T T,o IF TLI"" I "I'OFIN 0IIIILITY I— IF FFILFFM TFI1110 .ITFFL D11011 1.1 _IETI I', H IF _ o' D 'EITD � THE 'DFT � IlIT11 11S IHIII 111 211 ILIE1 _T III __ T-, F, ' X D HL o FZFOFZl.D THOIE OF H�l 10 11 I THE 10FT-OFI F . I FT-o III ALL 50FPLIF5 0 II50FE THE III I— ` I- I, I IFFIFFOLIFF, I III I FFIF, FIELEOID oFL_ZLL� I, �Z %O`lL I I10-1 4 LIFTF IFFIF IOMPLY L LFOF F-F-IS I THI L F'T, IF THE I _ LLF IFF 'T FT ' 0l , � �l IFI Fly 1, ILL I�Tl� I III MILL 111 11011-1- IF 1, IEILE 1OFEMEOLL -'Ell IHILL FIET THE 0111MENTI IF F- 111LI-Ill ., o"LEMET, 1, ILL 11.11 11 FDOT FLIT-— IFOLL MEET THE 1E.0111MENTI 01 ID.T 1, �17LIZ �l ILIFID I I-IFFAILl TH FDOT IFIFIVID FF, 1, 111 IFI - � FI 1 IF 1 10101-11 ,T1 'DIT _ FFOF = 11 1 1 HI L L _ LIVIPN I I � '0'-'E ILL 0' 'E ITH 1Of'T 10.-0 IIILL IF I IIIOIFIll 11 1 Ol I I - IT I II �l I I Tl aia, I'[ P IT I . I Al I AR, 0 OF � I I I� �,l IL.1 . 1EI-IEFT 01 D T-11E DIIIII 1 COF�T III O I IFI IEFFI IF SEC. H SAFETY: F, IF , (I I I E,), I I, 'I III ITII.IE IF T-:� I T� 1� �El F 1111 11111 "' S " L � IF IIIPFIIILF 101 111 LIFFI.L OID 01 111 TI,OF POIL'� . I IIIFTY 01 "1 PIIIFIIFL L.11 = 101H I THI IlDE- IE-El IF I D 2 A F0 , 0M SFA S � 1 F EFT AID H-Iy -ITLOIII I FTEFANFI - 1 IIE-I'Ll IHIL IF All TFIFF1 I OFITILI 1. IlIT11-1 D 11-1 OF PLIFT"T LIT, 0 0 T FOOTI I 111 .111 01 111FOII T.FFII IOITFOL DEIIII 11 I S DF-TMIIT �l TIONSIOLOOTILLI IIDIFOL ILL- ID0111-1101 4 LOFIF IFFITY FILLFLATIII � L CF-I I III P -I III I-I ILI 1 I ILL FEFFE, I F I IF "I IF I 5 1 1 FILL I BE 1 Ll 5PILLF B - IF I I IIFTFI TIF III- - IFIOFFFE IFIIT 01 Ly III I- - MILY THI .El o I ....... .. .... A11 " 0 � IFFM "ILT I', THE I SEC. L DEMOLITION- THI I— F IL, rvrvEO, cm III "FILL OF I TO 0IIII-I III III IOITIIITIl IFOLL 1.11 111 M"T, OF I 13A ' O L I FTY ALL, I IF 1- F.IPMIl 11 TI T "LTIT, IF 3 1 LFF' I I E, I � 1 O MP M I I ML M" I IF Ll O ILL EI IFIOLEIELLI 11D I ��OT 1 FILM 1- -.1 .1 T, I THI ILLITIO 5 F-IFIBL' FLOTIFFLI IF F� Y � ,I"" III IIMAO IF I'M DIFLTIl IIIILII III All FILL ' 10 K II F l F FT ' CIF 'L N0l D .11 LIII I'Ll IFFIDLS ILL _% SoI_ D ' ITllI THI IF EI -AT I LATEIIII TO THE I IFT-IF IF 1 1111 PI 11 111 IIL,, IF I I I EFF'I"D 'LEIT � "I FILL O"IFIFITD ILL r LI I ILL -11 I.FFD IFI DIMFLI�ll IF PH IT, LO-ETI, -1, 111 IET11111D IOLLS (IFFLIDIII THI rzulew Es I III 101TIl IFIL� ILL T TIII T I , ' LD T FOI 0011 IF 1 1 IlDLlaFI O, IT I IF I M F � I PILITEITID 11 IF.I.- ILLY �F IIITII SIIIII 111-oll IF' " =T T l?F AV 'I"Ill'LLF0 TI III III � 10 AOI ' 14 " M IIOIlTOlI I IF' "'IMILLI'M IIFOo� PILI011 I �, L � , 1 .1 1 IFITIl IIP0IID lHOLL THI THE E.E �F THI EFFFTlILF IENL SEC. I UNDERGROUND UTILITIES: 1, 111 1111FIll III IFIT IF 110111 111 IOlTIIOLIl TO " I"I P ' P = " TF I' FL `TH F%I IL I IPI.IElI - ILL -.1. IF � . 5 =� IFFILL F-DIOLE ILL KOLL IIE-111 I THI 10 11 IIGFIII ILI IIIMFF TFIFT I FIFITI IF IIII TO FlIll.. 1, THE AID 1 1 ' 7 ' III E" 11 -ITY ITIFFIFFII IFI%I 11 s TO ILIIIII), IIIII'L Tl TO III LOLL- I FOI IA 1111,Z) T 11 Ill-011 11 POILIC A 01 FLOIF D FOI P I P F�01 ` I LAE I _T ` I Ol .1 IF I IF 111-1Ol _ ` ZIT T L T I ' l uOFDOII 1, TH IFF, I 111 1111 11 1111) -11 1-1 w aa IIIH IF- IIM-y 11111 T" -E I ILL =1O IFIVFII IITI III I� - IIFTO1 IF T 1111111ol OF 11 ' Folm " IT11 I "', "' FoLl, ,I., 1111 1.11 �Zl, IFF-II, III M ITIT., OFF 1=1 IFFOLIMENT -EIl IHILL �l 'ICLIDID 11 THE LF)IFT1011II �'D IF _ SEC. J SANITARY SEWER SYSTEM- OFF OIMI 0 01 IyIFIM ILITIl LIMI 1 11 111ITI) _ 0 � _TM III 11 1.1111FIITIL IFFIFFE110F. OID HEILTH DEFT. 111IIEFTI 2 F LF50TIBLE IFITIFIL ILL ILI IF 5E L IF"D Do", &I. THE 10_1 IlL IFT F - ILL DLEFT THE TFFFF TO FEIFOE THE 01.111 Tl FILM 1, ILL 11 MI I LOTIFFILI - I III IL- 111L 1. I I 111T A111IT111111 III 1_01 111L Fy LOIOT 1 IF I'LlTlill CIIII110O I- D IFFLOY III Pl I I IF ly IIIIL D' P' I IF IF- IF_ _�T VT H-2. LOIDII, I III 101TIIITIl IIILL Ilo011 IIIT IF LIFY 111011 �'%,, ll�L FU F111L IFOIII ILL 'd" 5LOO .1 L-�011 11 ILL 111TIl I— "III 'I " I IF) CF' IF THE 1-11 ED IEl0lD D11_5 TO THE Ell IIEI "I" LTL` I" ol IF ILLY 11.1 1 IEIIIT.1 -IL, 10I 5�IT I � DT�E T�O EI I�D I I A -I IF IF I FIE III TEIT TIIFTI All 0 IF 1IFTF I , Ly I, � 0711 LA 01 OL[ rm� R 9 ,2 Ws 0 z 0 , < o.- 4� g CA E 0 z acv rz z 2.10 SEC. K WATER DISTRIBUTION: IF EFT, IL11. IIFFL 11 1.11FIMIITIL 1IFTIITL)I .1 HEILTH DEIT. _ o 'EIEFF, SLIFL � E I III IMIVITA F01 �I � I I , 0 � IIFOIFII 1111 IPIIIII 11IFFIDI ILL IIII I � IHTIL'�Tly II"LD I D, "_H I PLI550FI AID III T-S IF FOFFFL�LF _ I ' A ' FFjDLFT � I, ITlo-E IIITLI 1101 111 AlL III �F TIT ILLFIILI L1111 FFI "I 1, 111FIFT "LTV `7 Mll� "' I ' MIl ' "FOLL, III FIIT I ALI III I Ill lITAITll 'I " I" "T"L' 'AT" I %F L O , - F L D VIF I I T T IF I 61�IV D F &INVFFILIT7 I�, IEFIIEIENTI OFLID IS FITEI 01 THI IL% 1111ED THI IF I,I,E 1, LEGEND .11TIFFI IFIE IFITIFFI IElEI III ITIl 11 F-EII POTOILI -11 .1 I-E -EI 1-11 IFILLE -EI IEFOOIE -El IFFE I'Ll --I III T J_ IFFILF 11111F DIE110N 110FIlED F1111HED F-I FLOL LIFE I IIIET 11111EI F- TIE I FLET 1- FLIT IIE 1-1 IIII ��LET 111 1-1 I FLIT IIE 1-1 IIII �rvLET -IE 1-1 � crown EurvviDry em -IIIETI FIEIII Ell o IFFITFILL IT11-11E OOIIIETI FIIII r/ IFILLE 111 .1 ==t ED 101FIITE EID-L 1-1 ILET & 110-ED -D-FED 1-1 4�� orT Tx cn n o 014 "� FIP fTl 07 O ,g1��� F c—ni n 4 � X OX � x 0 FIP I ° o Fl I NO# a� oat 06 N 0# ,X O �o a a o D ti R o� o '� a 0 0 �O a °o� Lo �� /H QD C�) 9 O A of a oX�o �M1 O lo a CONC �M. ova 2 a lb \ O R /aM/H� / 0 HIP 1 „ NO# V �ti� �% /� �` r- o���� ��0 I D n � F � IP� I � ee = Z o A UTILITY PLAN co o PARK MANOR AMERICAN CIVIL ACADEMY ENGINEERING CO. a r+ 201 N. FN 9x N H, 111. 211'. W1— 9PRINC e x2108 7/H/. 7/H/. p tQ sqme: :.tea .ryle. WINTER SPRINGS, F.M. cs.rvo. elzv (4 -1100: as 1-1 - 1 x�ol /ov xmlelorvs� hx m wmeoo exoclmo axoaecr No_ o»so LOT 2 / T 0. 51 AC. (VACANT) \ / EXCELSIOR BUSINESS PARK / PLAT BOOK 43 PACE 12 / LOT 3 \ 0.51 AC. \ \ (VACANT) / / \ CCo Col. �' < a\ LOT 4 0.51 AC. / (VACANT) / / ' FAGGED IN PREA / a 4017 S.F. / A �/ / % rz�xa (aw otuii / / PARK MANOR ACADEMY / lAllT 2J SIGN DETAIL North ggs o HN pmjaTpme: Pak Mevo<Acd ®y eveliogaee: vac ®[ ° pnpasedoee: der teem 1ty W E Reael —: medbm tyn®demlel e0a w- R_3 4 pmpoeed F.— 013 S Derelapm ®[Amlyeie Chat EXISTING COHI3[110N8 � 0 N emm[ q.6 t saes %aprpy g bu0d- 0.000 OM OWA mr gameeata "m OAW OWA _ - adeewa RRW CAW OWA eaevn�aeB oAW RAW o.OaA pma 0.000 OAW OWA - - mm1 L 0.000 OAW o.oaA kpdecepe ens 0.000 0.000 0.00% dbpplmOm4pa 0.000 OAW ow% oma 31.771 CAN 100% ktel ens 31.731 U" 100% ware eaface ena 0.000 OAW 0.00% watld— am OAW 0.00% $ ktel pr paty eiae 31.751 0.�0 IWA DewkpmmtAmlyak Chart PROPoSED COI4DITIONB y� .fwt ease %of z huildmn 3,459 0.0'19 162% pad®gapacearm 2,740 0.063 12.8% r w ' dtiwmaw 2A35 0.056 11A% eidewalkw 1,424 0.033 6.8"/. a oma' .mm 0 0.000 W. W. WMI' area 10088 0231 472% Imdeeep ens 7241 0.167 34.1% QI w H arr.etia6 0.000 0.Wo 0.a oma 3983 0.091 18.7% [pMl 11,263 0259 52.8% welec apRce ens 0.000 0.000 0.00% we0 ®dmm 0.000 OAW 0 W t,wpmpmye 21 0.490 100% 8plaarJ<(Lae IpceOpe orievbdkp ' ooM Rmt 25R 15R CityC ®isaian spWh side loft loft m 1017108 k FebEpl3eakg Agm&M g art 35 R 35 R wm[ ®de loft loft Feddpg O o Sk me City ONkeom does mt haves mum cegaicmmt Rrcmie patioalaaee, Z me mllowagmumupeli D tv's pr v hesbem k-mi v g&cffity. 9 k me�m® Q ped®gregmtemmte fa popped rldldrea's ke emkok COUVtys l.d evelopam t Coda Sea 30.1221 ) (10ehks: ~ z "Oma C— aeL®pbyeepkae Cod %S- 30.l dwld'mg ofehildrm." skpe mk fecilitykwima boh City MWmkrspivge evd se®vpleC imty. me t�..l o navem +a ®eo,. b ,t tkdamesedslume[ouse [ wmulmlatRasedWmttie m +aepee.m: roilolvkg.e m—ambax.w�pax'ag,pae,. ¢ memaa a.`3ar9tnsa�eerr.3.a.ea�.mr 3 DEVELOPMENT NOTES: �.apappp p.nm m9,:o`e pa ea 1 6, 4 oP 10 5rrs 5w xwge \ h / \ NEAREST FIRE IS � i \ � 5 -_ e °• a 211 FT. TO P�OPOSED 0� \ North HE �� & ' `Qg511HG) \ � / e• sw. s>=6w � \ Edmxc r wm+qux W E e EX50RG) R a.aa LOT T 4 p �`l A 0.51 AC. s EgSE. avl \ (VACANT) ELEC. RO% \ I c l aR \ "�R I FT E A EgSONC SEgR— OT (� 4k \ —1. 5' INOE X s Ff. iN1 uIXluuwr slGx / IL Ylll 'EX511HG) f 8 1 6 PVC YN. SEIfA PROPOSW 10 R. 0.61 AC. —1. �q. I . 2— SMRG ro EXIST. 2 —STORY OFFICE BUILDING \ z� / P Uw° ROPG6W IG m CORRECY M EXISY. SVIHG GGIE N �i �N (2 PW Wes. SEfMff , �/ 1� w Fr �� 6%a PRrraz rtn Ert �M P P RSS�M L P R 3/a' OY/bIE NRIER gEIER \ \ W EL ]4.6] I HIHG C PIN�P E 0 _ WPOSW C.O. /} (Eg5 P - 2 I EL = ]6.50 n } � \ \. kRNCE LLL SE�ANCE� P - \ RO E W1000R IICHi FlXNRW Of i0 EXGE£0 0.5 f00T G UN I OF ILLVgIXATON qY PROPOERIY IIXE. � � O ® J¢ W 1 STORY o Q BUILDING 6 S.F. EXIST 4' o �� x x r stixc w / \ . FeNCE \ x \EIMLE 6.5X10 }\}} � � « \^ LOT \ e *~ ¢ 51 AC. - - ; (VACANT) �» � . � � ME ©— ` / \E .��_ ƒ ,^ 41- z< °� � �w�� ~ +� §\ \� / ®j\ ?% » ? ? » ? < 2 ' _ /> —«� . , 0 ® \ ®�� < y y �— 20�! � ��y� /Sq�) / NAL 37.0 ?� / §& 6 to gg�s P.L. SECTION A A as N.T.S. 5 azo w oo �wH PAVEMENT APRON 88.5' AT DOOR, EL. 42.72 18' 12' 12' 20' 17' PROP. BUILDING PARKING PER FDOT INDEX NO. 300 PARKING EXCEPT ® 000 F.F. EL. =42.75 W/S 2 ' CONC. W/S 42.47 % MAX 42.55 A M % FLOW UNE 1X I, (BASE BID) I.5" FOOT TYPE S -1 ASPHALT � (ALTERNATE BID) 4" CONC. SLAB (BASE BID) 8" BASE (SOIL CEMENT) 6" CONCRETE P =3.000 PSI 1.5" FDOT TYPE S -1 ASPHALT 12 SUB -BASE 12 STAB. &COMP. SUB -BASE SECTION A A as N.T.S. 5 azo w oo �wH PAVEMENT APRON SAWCUT & REMOVE SLOPE APRON AT 2% SLOPE o O 24 MIAMI CURB & REPLACE W/ 36 VALLEY CURB Q Z o PER FDOT INDEX NO. 300 w W N z Q (BASE BID) Q W 1.5" FDOT TYPE S -1 ASPHALT V (APRON) 8" BASE (SOIL CEMENT) z !! 6" CONCRETE P =3.000 PSI 12" SU -BA v /\ 12" STAB. & COMP. SUB -BASE ( ALTERNATE BID) 6" CONCRETE P =3.000 PSI 12 STAB. & COMP. SUB -BASE SECTION B B NTS Q-7 ®II® ®1 m ft�T x NOTE: (HANDICAP SIGN ONLY) IN 9' t'xsx wrto. s swss x. ( x cwos�l evic H ee wwxo e M,— "Ell 1 11 IN 18" L[cwo nxo eoww. $250.00 FINE ,x.r+,� wxxNL xs`s� a� °N CITY ORO. r;n' 3211 YB TYPICAL SIGN PLACEMENT DETAIL Ol 11 4 SPEED LIMIT STOP TNo 1 5 ou Er TYPICAL RESERVED PARKING SIGNAGE IF' 1. IFALF H.C. RAMP AT DRIVEWAY IEU 11 NOTES: R uw R uw 1111 FAIR. IlAll 11ELL RE -11-11F UVAEURIP COLIS 0, ,H aMrx HANDICAP PARKING STRIPING FOR MULTIPLE SPACES FIT 11 IANI TYPICAL PAVEMENT SYMBOL FOR HANDICAPPED PARKING 11 NAAE .x.a xM. CURB RAMP DETECTABLE WARNING n =: HxMxV �r Iarexl - TYPICAL SIGN PLACEMENT �I TRUNCATED DOME w —SWM uLLw KS— A. w ro d E°o" c e CONCRETE BUMPER GUARD PEI TI SOIE W.. SIGN DETAILS 0000 PLAN VIEW Al 111P —ED E I I'D ON Al III Fill �Htrea rv�u wrvc y T fAMVP[ [D SuB6R ADEARLE I'D PSVN6 LET 111111E "EVill CONCRETE SIDEWALK DETAIL NO' IQ SCALE NOTE: CONTRACTION JOINT EXPANSION JOINT (E.J.) 1, PROVIDE 1/2 " RADIUS ON ALL DROOPED FADES. (SAW JOINT C.J.) FDA' AADITS As HALT PAVEMENT, aLDCS,N0 PERV�DUS CONC. PAVING DETAIL AE ,/z PREMALAEA E N AN JOI } WHERE CONCRETE SAY MEET ABUTS OTHER CDNCItETE PAVEMEM, BUILDING, POLE, ETC NOT TO SCALE a p (-D 0 r z za3 6 F 4 rz z Wye �z cc � O w � o ° U Q 0 v CUT JOIJOINT I/4" )DINT FILLER HULA DD!NN SAW F ryp1p srv� I I/4' 1 LANG SURFACE 2 o' /q.. 2 �I 1/2' ROD- � 11/4 I/s R r l l l l l l 1 1 1 l l l A l l l l l l II II S TYP EDGE / Hs CANT. MI ENTRaNEA P e (11P) s I AT ,e� ,P isx erewe I w /Plot R AN RENATEIE RELLAS vreA- TYPICAL CLEANOUT DETAIL u 6"x16" CONCRETE CURB DETAIL u :. m a. \ 1 wh marl IQ —Y vvxmG Y-0' vNtxEnr luululu WHEEL STOP DETAIL PAT 'A IAALI | | || | § || • | H , 4 �; 1\ - | ■ , . � ;! amp e PARK MANOR AMERICAN CIVIL ` ACADEMY /N@ £RING CO.. `5` _, _ :_ 2 ._m ®® NOTE: THIS EROSION CONTROL PLAN SHALL CONFORM TO NPDES REQUIREMENTS FDOT TYPE III SILT \ CONSTRUCTION ENTRANCE ur WT # 4k O sa uiwi cures PROTECTION AROUND INLET FDOT TYPE III SILT FENCE = AREAS OF SOIL DISTURBANCE = 19,874 S.F. AND EXPECTED STABILIZATION DRAINAGE PATTERNS 7 9S =SPOT ELEVATIONS P = PROPOSED GRADES NPDES STANDARDS x:xxus N 1111 -% I ®► w iii`® E 111 �:' N�. ae� °mme�aea s vo. Min. Naomn, oeo iva *rsm�aa.am'mttlix°arm�xi'sn «i °i or ° i. ° i °ax. xo. ipx. BARRIER FOR UNPAVED DITCHES FDOT TYPE III SILT FENCE xo<m ° g u. «a,mT aaai« or s SILT FENCE APPLICATIONS SYNTHETIC BARRIERS AND SILT FENCES FDOT TYPE III SILT FENCE I r a�slLr�TEnVE m eE xro ILL a esLOu pxoc EROSION CONTROL: xxMxxEO Ix aamNC° .p p° NNxxL mx EwMax axlw�L W�ESr EE Mm— IN C. xxaE (amw -K1 u SCHEDULE OF CONSTRUCTION ACTIVITIES wr�ry M= eE AND EROSION CONTROL MEASURES RUN &mA9p9ft.HE oxrt/rxx: M mrxL wnuETp Exwaax wxmx Q Z7 a� z z te a- azo w oo a wn 5 o pi z r — o �i o V � i �- <D� a 3 0 4 N .ExT 10 ox 10 PennnL I.LET COMPLETED INLET pTW 90-1 INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES PROTECTION AROUND INLETS OR SIMILAR STRUCTURES ELEC. RNX I o f IIIi fT. HO1E: 51T: COHT1ACENR 91H1 GWHOHT:E OLL lITFRIH OHIANi 0 TiEES i0 TIE ONXER POR 11FPA /F1ET IXSiN1AO0N. ti PROW IO EE. U MI CR ZOYSIA A \ \ UO GRASS G LN.N SS �( (([��- 1 rRarwW IRRSnnary aeu �I IN M E OIXI6T ME SHRUBS OONREUB S NE OHO R TIE SNIL 0 IN TI "" OF TIE fiXJHi UN 91/11 RENNrW SUITA NTI OBLONG; TERM BEDDING 9 RLL NATIiIlL / IHAi 5 6UIiPALE FOR LONG TAI B�EgN SOILS U r � W ww� 0 Tl I A } LANDSCAPE CHART: 1 STORY � BUILDING �k k \ x ZOYSIA } / � IANX CRA55 x /8880 }/ X � 6EGEfATON TYPE SNBOL KEY # COMMM NONE: BOTANIC& NAME SIZE: WAMR USAGE. LOKIPY TiEE ® -13 NE ONI OUERGUS ,p GW., IN MIN. H—T LOW NRCIXIMA UHOEW SIIXO 3 v Uml• —NUIfIARA, 30 Gk., ]' NIx. HEKNi LOW vn E GEM' UxOERSINRY TREE -� — ZSNIOL PWN llNEilo 2' SPREAD, f£W CROAN LOW lITF'S O6W 91PUB- 135WpXUN 9J UN l GM. b" HIGH, M' O.C.—Will N' 6PWIAGU �PHN6U5 --- - � sHRUe ooao � — FEIw oEx9RNRU�3 ceL za' xK:x, 30' o.c. Lo UNH —S ZOYSIA GR6s FWONi YOHO U. 9OE k R AA IANH GR0.55 ZOYSIA CRaS SIDE d REAR YOAOS LOW MULCH I 91FWOW RHE 3 NIN. TIIGKNESS O 91RI — OF - TEES h NS AND MIN. 6 IN RAYGROUNO AREA PART 1 — GENERAL 1.01 WORK DESCRIPTION _ ME 1.02 DELIVERY, STORAGE AND HANDLING ON V Tx ME AN 1.03 GUARTEE ARCE U87 R _7 ENo 95E,6 11 ME AC ORg gSwxgBUry XMANEB ME ININER. s�i (sj uoNNr = a s REEP EXT ERPED COND ITI O NS — XRTFEN NOT- 5 RECErm. 1.04 ME _E CONTRACTOR — Cr Al MO MAK OE AXI OR UNO No ENE No ME ENCX4EER NNUOT T FOR or F ATE OF NEC _ 6NOW BE 1.05 OUAUTY CONTROL ME — C <axnxcm+ A. lZr N0ABHALHZ.M4.E.RCI4T — CAT... RIM TIE RExA�IE OF FxE,E w:si.w m "w s NO RAN R E ANT MTF ME _ W UP IN EYEnr 1.OR OUANTITIES aF PART 2PRODUCTS ..01 MATERIALS ITAB xm :5rnr oim x xwa.'�m[�aswK W ORTaxoue aniUnE x. UEXAXX�A _ Lna iw •waES uu swonw A T r rtu ONN IN iFiil. mn A7 H VE, UP __ ANO EFFECTE r1k 111A III To ME �n R M I (.= T U . Or a BE riE RIM ME EU AP —NO UNTA. IIIEROFFOR ENCIACH ENT AE &EN E THE TO MXE ETANUAFCO C. I. mLj ACK RIL 9E RFpmne9Lw'F E BE i W S NOCTE i � CB_ LE u P. AXu E IN ARX90MME ME %o �O PREFER WV PH IAUREL . -U. CANC. O ANER PART 3 — EXECUTION 3.01 PREPARATION RON a AF UxmT AWa xm, s wi eE REwoem wo Rwu¢n RAT r wKFUa. B.toN AN =% W1. x ioc TZ N AT x n x m NN rsN mK4 ME CNAPE KEEN A N 3.02 C PLANTNG os nmoeET. r IMP= IM OC PE BE 4�L BACIN BNAl BE ME UNIT OF COMPOR. = ECRONBE ,UOE 1 77E w Nx,T a C RE 6E ` � �m" ww �,,..RBG �.LL BE A &rl OF 8011 5 EY£ N111M ROO ME T RNINIED CRAVE PANT Al WTS CAER V DIA.. SOFTSTROPS WIIRI CIA OETERIONATE N biiNf3INcs -' OR51EpR�51I OP fi RR LTO BE WWI J $,ACUGER 0 SUB I ( I A ME PRIOR NULRI RIB RN I IO BOCK RWNG, STARE AB0Y1: r ' OR AS NECESSARY FOR RRN 9JPPORi `SUB (AOAE '� a rule PLANT RENOW: AIR PO NUETS SINGLE TREE TRUNK STAKING OR FN ZU ME TAX FOR _ NO BE To FREB ZR "REARED IR.A OF AN BE RIM APFRU-ATE PEANCI.E. UP FLINC.I.E. .1 ME —E 00 5 WM 3.03 BERMING m Ie a Ix BE ACCEPT G. REP 3.04 ME SODDING TRACTOR Boor OEUEUX IF I _ CoRr NFU ro �ECEFA D NU RAU U, BE ME "UTT OF AP, OR T. T �EXEU CREATE "WO, BOGE OF BUD AM— NO Al MANG AND SNRUB AREAS. E. OF ME J M gl W PE N RAE NO ME RANO 1. 3.05 AT FIELD DUALITY CONTROL Em AA ff Eo T tR Ma ON B, ME 0 IT Upo Co •. ME Axoian NC E m C ims. o nwuz �sia"RENB INAN UP PEN_ _ FEE P WT , PATE NOTIFICATION OICUIBER AN. ME MINER. —iCR as EN.. w�° TO ME E OXIMEEN OF ENo"X WIN ACTOR AT UABF TER OM XBRURE STOKE ro FIRST BRANO15 PRONDE TIRE£ F I AR PER v z' ..0.. STARES DRINB+ RRNLS A NININUN 7 WRE SHALL NOT T(1JLN 719' INTO TIE SUB ERAM OR RUB AAJAEETi MI. T1 - RWNO. TRUNKS a BRANCHE4NTIRW�B ORATE D ON NAN STRUGT11Rk JANCN S WATER d TAP R NOYE NR PO .B RR.E 3.06 ADJV5TMENT AND GLEANING uNP. 3.0] TRANSPLANTING OPERATIONS ANI RN C R TRAS MEMM FOR CO O To EMNIVI NO n A�BN UP `F E NET o, N OINC NM I.E OF THE BUIll AREA 11 OF ANC ME NX ogva FORA SAUCER Ti ]" CRIi. RIN N ]' NULCH WER PL NIX RENOW: AIR POOtETS SHRUB PLANTING DETAIL W B AT O ER A TGM io NIX RSOYE AIR ""En MULTI-TRUNK TREE STAKING 0 � U z_� U W cx z W 6 W cc Q w —gW� 4Q 3 , L2- , NY L2 TREE PROTECTION DETAIL xc G c G c s G 1 ZONE I: ZONE Z: xn ZONE J: v.' ZONE 4: ZONE 5: v. ZONE 6: � - North NOTE: DURING CONSTRUCTION THE FOLLOWING INSPECTIONS ARE REQUIRED BY THE CITY OF WINTER SPRINGS: I. FIRST INSPECTION AT 50% COMPETITION (OPEN TRENCHES INSPECTION) 2. SECOND INSPECTION AT 100% WITH THE PROJECT IS FINISHED. .. P- 4 GALLONS PER DAYS USEAGE W E Nw w wws) . Qa.ew.nwanl .NNwc aa) . (w xx l . (s m r6sl Y I o f J ZONE I / Al S 1 STORY BUILDING a oz ELECTRICAL VALVE y Q� J Z LEGEND Z i V W z a�.:as�. was" w Z7 Z= LSrsttkF�il�r'xsw�wxs 6. Ms T f' x / \ x NOZZLE CHART (caxrROUCR) NOTE: IRRIATION PLAN IS SCHEMATIC ONLY, FINAL CONFIGURATION TO BE DETERMINED IN THE FIELD AND INSTA LLED BY A QUALIFIED LANDSCAPER TO INSURE 1007. SPRINKLER COVERAGE, CONTROLLER DETAIL C) pa x 6 � In -�Nw NICE N.. PRESSURE COMPENSATING FULL CIRCLE BUBBLER 1400 SERIES ON RISER Z � 0 o = a �4Q 3 4 I a� 34'-D" 24'-0' � � 134 NORTH ELEVATION a 4z b e � SALE. 1' = 1 /8" 64' -0" SOUTH ELEVATION SCALE , - p gE1 � E2 1 7'-3 3/4" 0' -7 11z' 17' —S 3/4" D' 0" 10 -7 1/2" .4 O 0' -0" C -z C D � 0 BUILDING ELEVATIONS N PARK MANOR AMERICAN CIVIL e ENGIN CO. ACADEMY N WN1ER SPRINGS, R RIGA