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2013 12 04 Public Hearing 500 The Offices at Winding Hollow, Final Engineering
PLANNING & ZONING BOARD AGENDA Consent Informational ITEM 500 Public Hearing X Regular December 4, 2013 MGR. /DEPT Meeting Authorization REQUEST: The Community Development Department -Planning Division requests the Planning & Zoning Board consider the Final Engineering Plans for The Professional Offices, consisting of three (3) single-story buildings and 10,488 square feet of professional office space located on the east side of Winding Hollow Boulevard just south of State Road 434. SYNOPSIS: The Professional Offices development is located on the east side of Winding Hollow Boulevard just south of State Road 434. Pursuant to the conditions of Resolution 2013-25, the development will be subject to the State Road 434 General Design Standards for the New Development Area. Furthermore, the property will be developed as a professional office park in accordance with all applicable requirements of the City Code. The Final Engineering Plans detail the construction of the infrastructure for the proposed development. CONSIDERATIONS: FUTURE LAND USE AND ZONING DESIGNATION FLU: Commercial Zoning: C-1 (Neighborhood Commercial) APPLICABLE LAW&, PUBLIC POLICY Home Rule Powers Florida Statutes City of Winter Springs Code of Ordinances City of Winter Springs Comprehensive Plan Applicant Name and Address: Todd Hudson Hudson Engineering P.O. Box 677742 Orlando, FL 32867 December 4,2013 Planning&Zoning Board, Item 500 Page 2 of 5 Property Owner: The Professional Offices, LLC 3437 SE Ankeny Street Portland, OR 97214 Property Address: None Property Parcel ID'S: 26-20-30-5AR-OD00-25D Future Land Use Desi n ation: Commercial Zoning Desi n ation: Neighborhood Commercial (C-1) Approved Development Permits: Lot Split Developer's Agreement; Lot Split Resolution 2013-25; Administrative Rezoning - Ordinance 2013-10 Pending Code Enforcement Actions: None City Liens: None Future Land Use Element— Goals, Obiectives, and Policies Policy 1.4.5: S.R. 434 Overlay. Implement the S.R. 434 overlay corridor design standards to encourage infill development that is appropriate for the character of the neighborhoods adjacent to this corridor. Allow a vertical mix of uses to promote a live-work environment. Policy 1.5.5: Buffers. Buffer residential areas from intensive commercial and industrial land uses. Locate less intensive transitional uses in between, or buffer with berms, trees, or other methods, as deemed appropriate by the City. Policy 1.5.7: Compatibility. Maintain site design requirements and subdivision regulations in the Code of Ordinances which adequately address the impacts of new development on adjacent properties in all land use categories and zoning districts and which encourage property owners to make property upgrades which enhance and increase property values. (Cross Reference: See Housing Element, Policy 2.2.11) Policy 1.6.5: On Site Traffic Flow. Require development to provide safe and convenient on site motorized and nonmotorized traffic flow, adequate pedestrian facilities and connections, and sufficient parking for both motorized and nonmotorized vehicles. Commercial Future Land Use—Data, Inventory, and Analysis c. Existing Commercial Most commercial development in Winter Springs can be characterized as strip commercial including one-story buildings with corresponding low floor area ratios and surface parking fronting onto the major roadways. The majority of businesses in Winter Springs provide services and December 4,2013 Planning&Zoning Board, Item 500 Page 3 of 5 products to residents of the City and the immediate area. The typical commercial uses include retail stores, convenience stores, gas stations, professional offices, banks, personal services, and restaurants. Most commercial activity is located on or near S.R. 434, U.S. 17-92, S.R. 419 or the Oviedo Marketplace Mall, but there is also a small concentration of businesses grouped on Winter Springs Blvd in the Tuscawilla PUD. Additionally, there are a substantial number of home-based businesses. Major employers include Seminole County Public Schools, the City of Winter Springs, Publix Supermarket, and Inwood Consulting Engineers. Commercial areas are allowed to build up to a maximum floor area ratio (FAR) of 0.50. b. New Development Area Overlay District The New Development Area Overlay District is defined as, "All properties (involving the entire parcel) lying within the corporate limits of the City adjacent to the S.R. 434 right-of-way from Hayes Road eastward to the easternmost boundary of the City." However, should any conflicts arise between the New Development Overlay District and the Town Center District the provisions of the Town Center District shall apply. To the extent that the Town Center District is silent, then the New Development Overlay District shall apply. It is the intent of this district to control the physical appearance of new development along the corridor to produce economic benefits for the City and serve the needs of the region. Development is encouraged to have a campus style building layout that encourages larger buffers and landscaping. Design guidelines are maintained in the City's Code of Ordinances to promote orderly development within the New Development Overlay Area. CHRONOLOGY The aforementioned project has a lengthy development history which is summarized below: • July 22, 2013 — City Commission approved the Winding Hollow Lot Split Developer's Agreement and Resolution 2013-25 subject to conditions. • August 14, 2013 - Planning & Zoning Board unanimously recommended approval of the Administrative Rezoning from C-2 (General Commercial) to C-1 (Neighborhood Commercial) via Ordinance 2013-10. • August 12, 2013 — City Commission approved First Reading of Ordinance 2013-10, which proposes to administratively rezone 2.9 acres of property from C-2 (General Commercial) to C-1 (Neighborhood Commercial). • November 18, 2013 - City Commission approved Second Reading of Ordinance 2013-10, which administratively rezoned the 2.9 acre parcel from C-2 (General Commercial) to C-1 (Neighborhood Commercial) • January 2014 — City Commission is scheduled to hold a public hearing to consider both Final Engineering Plans and the Aesthetic Review for The Professional Offices development. DISCUSSION: The Plan proposes one (1) direct access point to the development on Winding Hollow Boulevard. General data for the Final Engineering Plan includes the following: Proposed Development; Three (3) Single-Story Office Buildings December 4,2013 Planning&Zoning Board, Item 500 Page 4 of 5 Commercial Area: 10,488 Total Square Feet of Professional Office Space Parking Required: I Space Per 400 SF; Total 26 Spaces Required Parking Provided: 34 Spaces (10'x 20') 3 Handicap Spaces (12'x 20') 37 Total Parking Spaces Provided In addition to the proposed Final Engineering plans, the City is processing an application for Aesthetic Review (Item 501). Pursuant to the conditions of approval of Resolution 2013-25, the development will be subject to the State Road 434 General Design Standards for the New Development Area. Furthermore, the property shall be developed as a professional office park in accordance with all applicable requirements of the City Code. It is anticipated that both the Final Engineering and Aesthetic Review will be reviewed by the City Commission in January 2014. FISCAL IMPACT: The proposed Final Engineering Plans lay the groundwork for the development of 10,488 square feet of office space which will add non-residential taxable value to the City's tax roll. A detailed fiscal impact analysis will be performed for staff review and assessment. This analysis will be part of the agenda item for the City Commission's consideration of the final engineering and aesthetic review for the proposed project. Staff anticipates submittal of said document by early December 2013. COMMUNICATION EFFORTS: This Agenda Item Has Been Electronically Forwarded To The Mayor And City Commission, City Manager, City Attorney/Staff, And Is Available On The City's Website, LaserFiche, And The City's Server. Additionally, Portions Of This Agenda Item Are Typed Verbatim On The Respective Meeting Agenda Which Has Also Been Electronically Forwarded To The Individuals Noted Above, And Which Is Also Available On The City's Website, LaserFiche, And The City's Server; Has Been Sent To Applicable City Staff, eAlert/eCitizen Recipients, Media/Press Representatives Who Have Requested Agendas/Agenda Item Information, Homeowner's Associations/Representatives On File With The City, And All Individuals Who Have Requested Such Information. This Information Has Also Been Posted Outside City Hall, Posted Inside City Hall With Additional Copies Available For The General Public, And Posted At Five (5) Different Locations Around The City. Furthermore, This Information Is Also Available To Any Individual Requestors. City Staff Is Always Willing To Discuss This Agenda Item Or Any Agenda Item With Any Interested Individuals. A yellow sign noting the date and time of the meeting has been erected on the property. RECOMMENDATION: Staff recommends that the Planning & Zoning Board forward a recommendation of approval to the City Commission for the Final Engineering Plans for The Professional Offices subject to conditions noted within the November 13, 2013 DRC Response Letter. December 4,2013 Planning&Zoning Board, Item 500 Page 5 of 5 ATTACHMENTS: 1. The Professional Offices Final Engineering Plans 2. November 13, 2013 DRC Response Letter Attachment"1" THE PROFESSIONAL OFFICES PRELIMINARY/FINAL SITE PLANS 245' SOUTH OF SR 434 ON THE EAST SIDE OF WINDING HOLLOW BOULEVARD c I WINTER SPRINGS, FLORIDA PARCEL NO.26-20-30-5AR-OD00-025D UTILITIES: I� rrnn Z LL @ N WATER- CITY OF WINTER SPRINGS gp1.,.. LEGAL DESCRIPTION: �Vl Q WING ERA SPRINGS,F ROAD 327084 ' DESCRIPTON .. 10 407 327-1800 - Ly OF WASTEWATER- CITY OF WINTER SPRINGS R¢ DED As wunws. 'AC1 s,11111 relcorels or vnlxcic wux.r,a1reI1A,x1re11AreTlcuureir r'(`Z p €� 1126 EAST STATE ROAD 434 Emci?o THE PH A?NTwxEincoiRacclsoDTxNPinT eooK'iDraisl s 111111 Nara of aESCUWOire 1x111 \O VO m Pi g WINTER SPRINGS, FL 32708 aoTMxrneNee RuNUNNNax 111 ATONO E uTMCUNNI 01 ID wrw R—R D�NmNTaxcex""I'.e1ry' �e 407 327-1800 .RD 11 O 0L eW LIT ELECTRIC- PROGRESS ENERGY FLORIDA INC 0; '' 0. s€ 1150 PROGRESS ENERGY DRIVE ncwc 11111111111111 IT 1,11111 11ISTAxc1 or 21117 re1T T111 aoINT ar 1EOINNIxc. LONGWOOD FL 32750 A111111RleeD 1111L coxTAms 2,11 acRes O s,ssESaUANE 1 T.MORE o ess EN 407 772 5305 mR ROBERT CLARK, SITE LIGHTING- PROGRESS ENERGY FLORIDA INC 3300 EXCHANGE DRIVE,NP1E LAKE MARY FL 32746 Uf 407 942 9654 MICHAEL SMITH W TELEPHONE- AT&T SCOTT LOREN7E 132 COMMERCE WAY =� SANFORD,FL 32771 _. h SHEET INDEX p 407 302 7611 _ G HEET p DESCRIPTION W :.1.0 COVER SHEET a F 4 SOLID WASTE- WASTE PRO - 0 3D SU MuxwRr,TDPDGPrPHIC,TREE W Q ZYX 2101 W.SR 434 T n a.� ■■4.0 SwPPP/DNDUUDN Pun&DETAI Fr •C7 SUITE 305 AERIAL MAP ■•s.o u. E SHE POP z7p LONGWOOD,FL 32779 :1: uDT'l UO 0 W 407 774 0800 SCALE 1" = 500' •8.0 Giu01NL&ORUNAGE PUN 1-I WW •e.i GRADING&DRUNACE DETAIB P4 •7A urlrn Pux W \ CABLE- o Y III•7.1 InlOpaES 7 BRIGHT HOUSE NETWORKS "'7 ••7.2 3767 ALL AMERICAN BLVD. o •ED RRE ACCESS AND TRUCK NANJURINc Pw+ CJ � C ORLANDO,FL 32810 d 407 277-4782 g 0 z F unoscAPE cavER SHEET N� igEE"N'PUN P, W T EE N—DN iAI—CYCUUTpNS 14 LA MIRE PAN •L-D UN—E PUNT 0515&DETNIS _ • 1 !RRIG4ilON PM 17 !RR DETAILS PROPERTY OWNER /DEVELOPER:" E" Z THE PROFESSIONAL OFFICES,LLC C/O RICK A. SATURN SITE 3437 SE ANKENY ST ti ii 4B Hoods PORTLAND, OR 97214 x _ °° r e AaPnweo ar 3 SURVEYOR: g m1 LOwI. 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DETECTABLE WPRNING (TYPICAL) SEE DEINL SHEEP 5.10 UTILITY EASEMEfR 15'UNOSGPE PEf�FfSbT IFIbE3�30 ---------- �c' BUFFER BOTH SIDES QYP) WINDING HOLLOW BO LEVARD s o —NO FINONTAGE Tv A MONUMENT SIGN LOCATION IXISTING I'L CONNECTION RIGHT-OF-WAY 66'5L9 M IO.LON EXISTING 5'SIDEWALK 12” — — — — — — — — — — — — — — — -6" SED .1 PRESERVE"C) /�UR (TY) �R2 -w 1REE(TW) C i N n p2 1 B'WHITE CROSSWALK LR3' CURB R3 R2', 1D U Z F OISPBLLD - - IPING(TYP) — —>_ _3 POND 1 I PARK NG SIGN _ Rrz & Dra�G(ttP) -'°'-� - Hoe RETZS zsN 12 m R5 — 10, 1 PB 22.5 rPOW R ENE T = / // ., O Z QOBh —..—.. W m LL s u? 0 0 0 0 o Ew R 5'CONCRETE WALK. 5 LH Z D 04 WHEEL STOP / § lY N 9 0 (TYP) W Pn.aa N. 2 20 150 LF AWING _ WALL WITH 4'OLF Q / �— i3—_/NF r�rnn r�n WK o�o = a R BLACK VINYL COATED EE DETAIL SHEET 5.1 � 3 BLDG 3 BLDG 1, BLDG 2 F(sa x fig„-( - 3 (so.6911”) 3 (50 x 69TV) Y� 1O GD LF OF 6'CMU WALL u 2 NO"VI.......... i— Gi �— a 0 U1 LL ITH STUCCO FINISH PAINTED - WE�P . �� 1D T TO MATCH BUILDING El El El I El ,ry \ (D Q® C �� 63 CPT AIC , 3 ®� �-�{� //y /�le�i° SHADED AREA DENOTES Q1 �� u u cp PRESERVID r ^"R t 4 0.`/' WETHOINIARI IMPACT WETLAND O T O ® Q REE\TYP) ROPoSED A� ,L,, i 16FORMER I rA� 'tl � -A� BUFFER SF �j i © y (D C ENEXI* h✓ ffiv ff� 'R d, U In O (D O * w z w ak— J a ,acscs 3„6C1o,LOS a O O SITE DATA: REQUIREMCiNT: 1 SPANOE PER 4DD SF NOTES: 20NINC 10'WIDTH;200 S0-FT AREA CURRENT:C-2: OEO 1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY PARKING: SLOG_tl4�BLOG GFA BEOD SPACES PR OF WINTER SPRINGS STANDARDS. W W PROPOSED:C-1(COMMERCIAL(C 1 3,496 9 12 SPACES(INCL 1 H/C) ai r PLO DESIGNATION: COMMERCIAL(CON) 2 3,496 9 13 SPACES(INCL 1 H/C) 2.WATER&SEWER SERVICE TO BE PROVIDED BY CITY OF II��11 F, Z EXISTING USE: VACANT 3 3,496 9 12 SPACES(INCL 1 H/C) WINTER SPRINGS. �y 3 PROPOSED USE: 10,488 GR0G9 SF OFFICE 3.IRRIGATION SERVICE PROVIDED WITH METERED CONNECTION LL ALLOWABLE BLDG HT(NEAN ROOF HT): 50 FEET 0 PROPOSED BLOC HT.TO TOP OF BEARING WALL: 10 FEET PROVIDED: 34 SPACES x(10'..')) TO REUSE WATER. EEy 2S 2O'1 BUILDI 37 TOTAL PARKING SPACES PROVIDED 4,CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL AREA&BUILDING 10,488 SF 0.24 AC 8.37 FOR P R SEALED ENGINEERING DRAWINGS AND DOCUMENTS 0 PAVE&SPACE K 18,285 IF 0.42 Al 14.48 FLOOD]ONE FOR PERMITTING SIGNS,ETC.AND COORDINATE NITH CITY OF OPEN ACCORDING TO FIRM PANEL NUMBER 120416 OO65F,DATED SEPTEMBER 28, WINTER SPRINGS IN OBTAINING SEPARATE PERMITS. TOTAL SITE ARM 128,772 SF 2.91 AC 1007 200],THE SUBJECT PROPERTY LIES IN FLOOD ZONE-X-,AND NOT WITHIN MAINTENANCE OF TRAFFIC NOTES:(SEE SHEET 5.2 FOR APPROVED ev AN AREA OF SPECIAL FLOOD HAZARD. PERVIOUS PR EA: 2.25 AC 77.37 MOT DETAILS) IMPERVIOUS AREA 0.66 AC 22.77 FIEVANONC R ALL AUT CONFORM T TRAFFIC OPERATIONS WITHIN THE BUILDING SETS ELEVATIONS SHOWN HEREON PRE BASED ON SEMINOLE COF 2 BENCHMARK ROW N CONFORM TO FOOT ROADWAY AND TRAFFl� BUILDING SETBACKS: 15'FROM WINGING HOLLOW BLVD.(WEST) DESIGNATION b4734301 HAVING A PUBLISHED ELEVATION OF 22.88(DATUM: DESIGN STANDARDS,JANUARY 2012. 10'FROM SIDES(NORTH&SOUTH) NAVO 88�AS PROVIDED BY PROTECT SURVEYOR. 2.THE M.O.T.SETUP MUST BE SUPERVISED BY A CERTIFIED .P PAVEMENT SETBACKS: 15'FROM WINDING HOLLOW BLVD.(WEST) SGNA PERSON.(A PERSON WITH A CURRENT CERTIFICATION N.J.54033 5'FROM SIDES(NORM&SOUTH) SINAGE TO BE PERMITTED SEPARATELY. THROUGH FOOT FOR THE DESIGN,INSPECTION,AND , IMPLEMENTATON OF WORK 20NE TRAFFIC CONTROL) 13-003 BTH 10�2013 �B7H SEE SCALE BTH 5.0 L � I Rs��o FTP HNLr me TO BOTTOM cr " I r ..a t OF SIGN a�a o� rrxwcx.onKC x L-- - M� nx rcxvsac T r— ,11— GoN1' vtolNT fNC �{� �, i�o-m�crcx�axc No.m S^ EXP.aVS oUnEfi avers v ru xnxwem nvxxo ca ac m�woxvse ox eau wax s �tt @ — _ . o BEM �m � rAA�TOA,orO„x wHe ° TYPICAL HANDICAP PARKING DETAIL xoN T NOTES: .._ I+oAN TOP. aawLL 1)DUMPSTER ENCLOSURE TO BE WALLED WITH 6.0 CMU BLOCK WITH Z N ,x r t ' C P = o,” µ ,"y x "x STUCCO FINISH AND PROVIDED WTH 6.B DOORS AT A MINIMUM. (SEE U Z n W a ARCHITECTURAL PLANS FOR DETAILS) ? >« "re gin- E - (2)DUMPSTER ENCLOSURE SHALL BE ENCLOSED AND HAVE OPAQUE n Q o .».- DOORS ENCLOSURE DOORS SHALL REMAIN CLOSED AT ALL TIMES G.". r o 1 e a�EE3 P13E 3)SEE THAN DURING PAL PLLANS FOR ENCLOSURE FINISHEES AND x< x> s STRUCTURAL DETALS Fore CONSTRUCTION ° CROWN FOOTING 4)DUMPSTER ENCLOSURE REQUIRES SEPARATE BUILDING PERMIT. (J�Q ..0=� CONC(MIN 3000 (1 J 9 X OT k uDDLE v 0 m ��:T s •i, ,�.�c. s; s re T a° SIFLLA TAL F E DE O ti 0 o BE PAO a PE BOTH AAS a�- °x .............. .=ti .> 3" POLLARD DETAIL � DPAOUE c 4I EEL IN'ELGl ueT ATS/Oae (H,F) N �a T y a„ =o \t. l/ j/ .spas Ns&D FxPANS aN xT.112 0 >��� s STOP o° U u ar 'H N,FNSTa PEI s N ro s� cONRRIEFaR D nNOa�ROS c19 4"TUBE STEEL TE APRON STOP SIGN NDETAIL(R1--I) 0 Ts -S •s*oP SINS s „. Ta of AN0 HAU sF --..». HcHCTANCE ANN a. p ) 0 Y >w. r r „n cr+AOF. F W nrxu ruceu aerec<eer I'M All o AmorlD y.�..w o o «,._ r o N.N�.r.rx,TO �ax=EO DUMPSTER PLAN F r�r�� i GAS zu� .x� 1T4..-1.-D.. W C. d' E 4 111 111 STOP BAR DETAIL(SB) "s'` O 2 m �P 0L0a.� w�nOPF wr varer N, STALL ALL 0000 oN�q, c x. IIINTI ,�L ee MITI—ncn�NTeNSTr eeFLemorerzes Al Pere NANOAL of w �,ti�Y. •�-� 'z 2 MI All-11 I o ATE=TOP.FROM Ro NALA LINEI oR EL AE of PN, "AT" ..o PEI a. 3 Z LL WA LL CON T C707 To PRO APA"NGS o 0 ENINEEI III IALLI FEE 0 AL For+ z a DEPASTNENT. 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ILL EXISTING SOD_ 2svR 2aIR= IS 5A °S" `sLaPF °p x a ai - OF PONB OR 4) AAINTAIPER%FL MAX CROSS SLOPE AT H/C PARKING STALL AND 5'ACCESS 1 oovR 2aHR= 24.81 / TreuTUervT vD//weire e1:z..D --- - ----- ` 5.)ALL ELEVATIONS PROVIDED IN THESE PLANS ARE NAVD 88 VERTICAL DATUM AS a E_ `10:1 PROVIDED BY PROJECT SURVEYOR. o B.Too FluoeoN .. SLOPE N 0 snoab 1.1 T --- - OPC----- 6.)REFER TO SHEET 6.10 FOR INLET AND MES DETAILS. SLOPE 13n 003v� 7TH s POND FILL MATERIAL SIALL caNTUN NO MAN-MADE OR AND LESS MATERIAL , px a:1 Mx„FILL osrwr-zoo______---___�---- Oa PINES O(NO MO ED"ANSTaNN 10-2013 OFT IT SEAT a P<ssINO TIE No.2GG SIEVE) SIDE POND SEE SCALE BTH TYPICAL POND CROSS SECTION "''�' 6.00 I Ma Halt`i �wa,�.rere I' ry P yl nn. , m I ,-cam f soa oq 0)". •"• 'a•u x<� �m` .or or suuw.o,or z.reuc. o v " n �v. L =o o nPE E MEW _...a ..o Mwww awrww re cre, N n iL Z— 6)v Q o.6m V9''41 Z n a �E.F�,w�rew soE vlEw � � SO`u i C�l a� » �Q ",� __�? 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N EDT °WATER:19. � 120LF OF a _N 1 OR I C I 3 SLOPE /° BOSSING - - O TOP 2"REUSE:18 1 OR SSING 1 1"POLY TUBING — — —4— SAN UNDER STORM T \ T POWER 1 �I TO BLDG 16°t SEPERATION 1 A/Q 1 O V 1 0 <. CON ECT TO C SSIN ) MIN 30"COVER / — EASEME— °\ reef where the nott°m Or Ine water main s Iv�d at Ievst s..�ncnes an°ve the top Or the q) 9 Q Oo E%I$ING MAIN: W ER OVER NRAR 11 g• pOp S g Lp_ ° / \ 12DLF OF e(d)cN t i W\_ (1)42"XB'TA PING SLEEVE TOP_,3" 17 1 LEA OUT °PVC / 72 _ 1•POLY TUBING r ' y�CT W E 11 Q°f 2.8 61%SLOPE / s~TO BLDG - ntment and d—. y m as ae ned n Sect On 3s.OF65(z),F.S.,and Rule Z �Daa (1) MJ TI ING VALVE OT 8I WA a:�9. 1 INV: /• \ MIN 30"COVE E-6 SIA,RAC, m (1) MPORAR JUMgm I o 92 LF- \ _R. O° ne San Y r st°rm ser,ers,waster,ater Or PV r = 11` 8 \ N N N N N l f % SLOPE 0 0 O Z X Q IV IT 1 CYO WAY TWO WAY CLEANOUT DROP A III i 2'rnOM BLDG :22.e 2'FROM eIDDC e�ae Or me mne� ti a 1 1 INV:22.85 IN 9.55 IN V:23.0 ! S OHS �°v I IF)eIA tsm(ac)a°n°d(o)ao°veee� J 1 1 BLDG LD 2 BLDG 3 �1 s 69 F 3 96 GSF 50 x 69'>> I t��) 13 s(B ,�) R r O Dt �I + e TWO WAY I A N� °u 6'DROPaa - I 0 I d8 LF- N 9 P 130.00' CLEPNOUT CLEANOUT ,�WE WATER 1 1 2'FROM BLDG 6"PVC ,ROF SEWER �to'-{ INV:22.75 ®1%SLOPE WE NHO - - - Ok6 1571,PG AS 2 ENi O Y ( INV:23.0 NV:19.75 /�'—__ X5 -GAO.FAC.an EAU VOIent Ievel Or rena y pd1k neOltn Pratect�On. under Part ID Or cnvPter 'Q I I I I I aced 1 11 1 o � / REAR OF HYDRANT /90' r-1 0 ELI, I , ti a I I � �i DE �'ll �(51 - 1I 1'I� 11 m W ICI 1 1C TEL 2. p z III G'` 4 tiT a FIRE HYDRANT 6 W III Y7 j (5 CLEARANCE DETAIL FRONTm III A i i J r »SOLE AS LoT 10 ENn L _ A��re eerw,.wws w A�rogoA,��Wn.�A. c \ Kga 1—IT ;1 y � P4 3 MANHOLE FOR LOADING TANK TRUCKS APFERIE BREP TOP NOTE' PE PAC EDP 35 NJ.5n033 P LL I.O➢ III Z Z Z U Z HALL BE INSTALLED WITHIN 3-FEET OF THE METER FOR DOMESTIC AND FRIROATSON C<C(n _ 5 PVC C900 DR E18 PIPE ALL WA7E5 III mmm`-� s ALL PECLAMCREUSI°)PE Fan 003 7TH III A PIPE To BE PE DIES DR-IN PIPF !-W 8. CONCRETE PADS AROUND ALL VALVE BOXES NOT IN PAVED AREAS SHALL BE PROVIDED PER 10-2013 nBTH 11 IF WINTER 1PIN11 ITANDAIDI.f➢ i0 ACCEPTANCE O _LATERAL,I. II "A p A N s ALL AND THE cry AND RENEW AND BE VIDEO U PRIOR F Dw PROVIDED TO SEE SCALE BTH 0 7.0 .......... T, 7"" A 7 —1,(-0, OF 1�0��,T�DE A"N Mu" �.E�FMATIIIQ `N- T�ATMIUI��Vl`--—11-- 1� 1-11TI.. c:) MINIMUM HORIZONTAL SEPARATION REQUIREMENTS 57 V�Z,16L 6. POTABLE WATER SERVICE SINGLE T u. ar LL 3 DM _D- In I ElElEl-EIT 1 11 -4 -j 'TFR 'R 'OThD-E WATER EERVICE TRACI—WIRE CONNECTION z JPPISFIE IL11 IT—C WEII—EO WATER--E—N-1— —E 1.11TINI R 1-1—ITTITE-11111-11EIT. 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Ems' D (Promenade) Z PROVIDED BY DUKE U ENERGY - "`� nPaaoveo av � coNN5cF5u w,�.snows � R LIGHTING WILL BE a'2013 TTH PROVIDED BY DUKE qE SCALE MH L1` ENERGY. 7.2 SCALE SLS M„0£,L0"LON 112 POND 1 C� - DRY–RETENTION Z N Toe=25.5 PR 22.2.5 u s — — — — nn�� LIW m l 00 ° 00 o0 0 00 00'4 �o JJ- LLO �a OIL \ ox M Uap BLDG 3 z�� BLDG 1 BLDG 2 396G5F(50 v6991") 3496 GSF(50'r 69'11") 3196 GSF G 89'11") G FFC�� EF B A777 RRFi74 a T z PEI 0 ar —'L REAR OF HYDRANT LL � z a 0. ,1 z p 6 0 SL5 M„0£,L0.L0N U �' ? 3' Q W EO m FRONT OF HYDRANT Z FIRE HYDRANT ¢ PE 0 TRUCK DIAGRAM CLEARANCE DETAIL n� Z m s DRY--DREfDENTION U W W Toe–25.25 Z 6 "V Pe =22.5 ¢ a+ 3 � \ 40.50 W yLL © \ \ O F” 0 0 0 0 0 0 0 0 0 � o 0 0 o S o 0 0 o I^ /P 1 APPROVED By b 1.20 23.20 ANTED SPRINGS FIRE o❑ di o Look to Look TI e :6.00 BLDG 3 y ' o v ti 5100 ng ogle .3zs0 4.00 20.00 BLDG 1 BLDG 2 396G5F50H69'„ 3196 GSF(50'r 69'11") 3496 GSF(50' 69'11") ( ) o FFCR/B c �°�s o� £ \ AVAILABLE E NG ANGLE TO GARBAGE (eet F.OV -a'^� "'TE CT E EHICLE TURN NG yyiQiM1 :8.00 MOVEMENT TO THE MINIMUM PLLOWABLE c 8.00 v inn xaTn�x ww Fore LD�k to Lock r :s.oD 13-003 BTH RNNC'PER ol.ANCD wvuvssE ^1e SANFORD FIRE DEPT.,a PIERCE Steering Angie :40.00 �„,� sm 10-2013 TT IT ❑ ❑ i ❑ ❑ ' D�N2 a HTRUCK TURNS TEMPLATE TRUCK TURN TEMPLATE I I �� ,R�' s, SEE SCALE BTH ' 6.0 W� Ewseychlk&Rice TREE MITIGATION LANDSCAPE B25�Crvi.OakCent "� 620 Grown Oak Centre Dr. , Long��;rood.FL 32700 AND IRRIGATION PLANS Tel°°L1.2� Fex.°, TN�®eas�or FOR THE PROFESSIONAL OFFICES CID CITY OF WINTER SPRINGS, FLORIDA 0 U- U- 0 J Q Z 0 2 W LL 0 L LU Sheet List Table Sheet Number Sheet Title REVISIONS: No.Date ,em OJ COVER SHEET 0 02 EX/STING TREE REMOI/ALIPROTECT/ON PLAN 0 0 05 TREE MITIGATION CHARTSICALCULATIONS 0 04 LANDSCAPE PLAN 0 05 LANDSCAPE DETAILS1 PLANT LIST Di. 06 IRRIGAT/ON PLAN 07 /RR/GA T/ON DETAILS DA 11111113 CR ar. JE SCA[E. NO SCALE �io2-aHS21 cvz o 7 dwg rug of ob �� XO of W p Ewse y chlk&Rice 0 1� -- ---------- ------ ----Iw—�"T --------------------------- -----� ----�4 a,�ae, �oon ,� aim `nom 620 Grown Oak Centre Dr. R LDng wood,FL 32750 um i Tel u>/as6-a9zz FaX-6s6-/6e9 Loz zm>aDSID y WINDING HOLLOW BOULEVARD TNI®a4a.-, b r vnna o re r vnn a o L— x ........,iii ......_:-.: ..: ... ..... .......................... .. k �] ...... --- 9 1U� 102 10 y nag nn0 non Ory ON nn —671 ]3 3O]4 44 4] ss 19a 21 293 vnn B _ 5i 11 11 0 1 22 23 23 2 42 2 348 369�( 7 ) 114 1 q31 29] 313 ,.m- 368 J®t 476Q d77 Z rc 12 8 1 9�{1'SO i11 118 y\*\ 230 239 123 236X 23 99 a 0 316 p xom49�CpYCp ( cn 15 G21 JeY�,, 121 818] 242' 11 11 7 321 320 �Y 951��yy,, Vl�X�50' 3 480 48� 'dp 13 X On 23tt2z�6(( 1 126 N \ J 2 26 254 309 322 3 8 329 JO( DRYS RE.TEN715N / 1V1'1 16 N% 126 246 253X 25 • }}pp((308 32 352 �'''����5555 3 483 m W 2 2 }Qt 327 330 3B `3 55 36b�6 J7 359 / 12* 5\ 41 01 ° 32 3 1 354 RRIIII AR 48A� / `/ 1 j g 23T 4\24 48 2 "302 3]6 LL 18 9 13 Y7G ,��Uy®, p5_� 2 1 2 134 13 Oo e 143 o e 4 260 2451 O 325 326„„, 333 336 338 339 360 6 363 ` 366 /4 6 (ie5 491 LL e 142 14 260 \268 ]0 6 36 8 487 O I ■ R 3 FL0 14 0 3 1443M 261 26 64\6 257 2 499( 0 / IF 3 34 74`144 154 '%X155 26 2]4 302 461 463 493 Q 2 3 ---iii 90+ 266 38q �\ 38] q52 462 € 494 .KtK 33 35 38. 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T. 42g 435 442 ( 532 553 557 545 6 8] 8✓i,l_ �\96 9] I 17x0 178 194 20 20 210 20 407 1 413 414 41a 42fi( 443 . 5280 Q�j y ( g REVISIONS' ''R ��(,� 551 T y„,562 Sfifi 566 Nad �((�, Date Item /0* \\ I 180 187 T 196 ( ( T 6 4270 444 ( 55. 1• ) 'T 78 8* 9Y/� 183 ( T *� 216�1,, 408 411 ( 428 VVVIII”' Sq8 5b 58 56 yy T��1 75 7 8385/89 '695 \ 1]9 ® 189y 21 5tD 217 49 ( 430 ,(. 436 438 (D54 550 55 (5555 560 �59 565 77 81 j 3 \ \ 0 184y� -? 212, 21� 0 431'R ( 548�J,©549( VJ 566 561 564 6]0 76 8 062 '�Zll 211',JRi` 410 416 43] 663 h i 0 m / a Seal: i _ 11111113 d CR ar. JE EXITSTING TREE LEGEND SCA[E. -20'W, -2 1 7 ER-LS-BF SE_dwg .......... Ewseychik&Rice I A.,co—. 620 Crovin Oak Centre Dr. Lnng—.d,FL 32750 JGLAT INCHES ON SITE F-"""'o TOTA-1 CHESTOBEREMO-D 2848" -11. —25OD(C10 _ - LESS INVASIVE SPECIES 75F - 4, TOTAL INCHES TO REMOVED 2: Tdl®e cor T-ALWHESTMEEMAll 3_C1 T TOTAL CREDITS TO MITIGATE 147.0 RED MAPLE-25 AT 65 GAL. Ir- DAHOON HOLLY-8 AT 65 GAL. VA UPON 4 AT 65 GAL. RED CEDAR-36 AT 30 GAL. – MAGNOLIA-2 AT 65 CAL. CHICKASAW PLUM-8 AT 30 GAL. 2 LIVE OAK 10 AT 65 GAL. 2 SAB AL PALM-19 AT VARIES 38.0 BALD CYPRESS-11 AT El GAL. 75.0 FLORIDA ELM-6 AT 30 GAL. F SVVEETGUM-25 AT 30 GAL. 75.0 CO G 1NALTER'S VIBURNUM-12 IJ 15 G- 24.0 uj TOTAL CREDITS PROPOSED 550.0 TOTAL CREDITS REMAINING -- O u- -T� ui u- ui REVISIONS' N1.Date I- Z� Z� Z�— Z� Z� Z� 11111113 OR JE NO SCALE —1 Ll 1 7 of ob �� XO of W Rice as —__ ----__--- wse chlk& Gown Oak Centre Dr. 9 tim Tel—sso-as2z Zi Fero'zso--o Eoz 251111111 Y a WINDING HOLLOW BOULEVARD b cn -."-vW ao re _ F.��o dvW�o sM w� _ w �.F vna�noe Wo non ory om m s... w 9 - POND 1 '^ - - - - - DRY-REiEN710N s ms= Lu 25.25 W PB 22.5 LL o e o o o o e+ o e L LL � o ,5 BLDG 3 BLDG 1 BLDG 2 R"a= y q (o 3198 50'r 89'11'Fy T &r5 VJ 3{90 64(50'r 89'11')GP M]498 G9F(59'x 69'11')wr 99Fi ) x 0.° / t a>ss ca dpNO (6? ° ° P� u- :cc vo- nor r ww 0 sa s a W ++ I a O�i R it a REVISIONS: 'A No.Date I— (D 0 0 © ® 0 s ,n m a o ff �zcd�o,e s�s� a�n, 3H n ia�0�3 o 0 S-1 � 11111113 d CR ar. JE -20'W' Ea-[S-Ba SE dwg Eras I F En op cups A'_N'2o-lo-N,"ATILIZFR AV 6 ENT 3 GALL 2 TA NCH ILGALAG 1. 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TD 25 XODIUM DISTICHUM BALD CYFRE55 DIAL IT x eo SPR.F 3 CAL.F 5PA A5 SNOwN Y GUY 120' 120' 120° �e,Fyv jO UA 6 ANA ORIDA ELM -12'N s A AIR/3 CAL/ 5PA E A5 SHOWN Y DANA a moa� SA ADD v1 Al TwNA AIIAIMAA VDw 11 IBIENUM CIAPATDM LTERS VPHANUM o�HFALML s CAI, G CE Al suowN Y ITT N 12D lao uT �®� m a a °gym EELK ,N T�VELY PwE To nqNT<w I'll EINFARGED ITFINI NEE BIN EE ,L F sT DES'UN lrNTING PIT_ IF ID AIA IA FIRMCIA,AFALEP 30��HT.,21 SFRD.L FULL L 3G Al SHOWN AM A Ea sELECVEY FwNE TV vwinw Fopn L sDL snuT GA 2 10 IT n 40 SPRD.L FULL L IA SHOWN Y OwwG RATE s N E IL BU � E E CD 2O RFORD HOLLY „IGM,24 FPRG F FULL TO GROUND,IF AC I'S I AA AL Lu DIgM ER 'L Ia U TR,NK D FA�TIUFFE FOR OUM FLORID UM DRIDA ANISE A^HT,IB SPRD.L FULL L 3G O.D. Y �luw������E A"OFFAL Ivy A) II2M 15DR A ARE SGHILLING5 ROL ITT_,M SPRD_2 FULL 2 3G DwN U. wG F G BO F of I2 ALL sID ANN 6 oN�TTDM LJ N8 NIGUM RAGATE F LIGDETRDM ITT,,1e SPRD F FULL F 3G D L Y IL TuREE DPAMAUG MULT_uNK TREE PLANNNG UETAL PR ND T2 ARF NANDINA HT.s IB SPRD.L FULL L 3 G O.C. Y O IJTrDU ROPE AT NANDINA DIG TICA Dw"IN gpARTJ m TD qLE J P B CDLATA ADwORT RD,FULL,3G DG L�'�s°LEA LANDSCAPE CONTRACTOR NOTES TDF 2a IMACUM TYLOIDE rAUATwEF GRASS AA,F FULL F FG IS, Y TARN N,A eYA"ouF M III F EIMMETI 11 TIP E I. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING, IN FULL,ALL VA 2 DORAT 55M RROR LEAF veuRrvuM 3c,ITT 21 saRD.L FULL L 3G oc. — 2" N ClAll LANDSCAPE PLANTING AREAS, UNTIL THE JOB IS ACCEPTED IN FULL BY THE A IF .MENUM oDORATAE MUM EFT V aMENUM 3D AT.+e sPRD.F FULL F 3G GS Y a r/� OWNER."IN FULL"MEANS WATERING,PEST CONTROL,MULCHING, MOWING, Q` ut, FERTILIZING AND RESETTING TREES THAT ARE OUT OF PLUf IB. vws 2a "N"M OeaA TuM ARF wALTERS v euRN a HT.:. e sPRD.i FULL i 3G o.c. Y N PACT ""NIFT ONTRACTIGR T,PCAAACIESUTATF 2. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL INSTALLED 1HI LLER sADELIGNT Lu wR APPOF PLANT MATERIAL FOR A PERIOD OF ONE CALENDAR YEAR BEGINNING ON THE I I MIA FurzFURACEA l—ARD PALM 11 IT 10 sPRD_L FULL L LOG suowN Y LL ory emTCn. MIIE DATE OF 100%COMPLETION.ANY AND ALL REQUIRED PLANT REPLACEMENTS u 5NALL BF MADE PROMPTLT AND AT NO ADDITIONAL COST TO THE OWNER O _ Q TREE RANNN.DETAIL AND c 3 THE LANDSCAPE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PLANT cc Nor To scgLF MATERIAL AND PLANTING BED LINES FOR REVIEW IB THE LANDSCAPE DE 36 uRANTA ERECrA LUnourvD DURANTA o.A..L Full/ o.c. ARCHITECT AND INNER. AN IA) NUALS A50NAL FLOWERS ACT oc 4. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL w WRITTEN PLANT CONTRADICT QUANTITIES PRIOR PL INITIATION OF THE WORK,IN THE EVENT aF I2a FscFNS NGERINF euLeINE o,A.L Full i IG o,c. YJ THAT THE PLANS CONTRADICT THE PLANT LIST,THE PLANS STALL RULE. 5, THE LANDSCAPE CONTRACTOR SHALL BE FAMILIAR WITH AND ACCEPT THE EXISTING SITE CONDITIONS PRIOR TO INITIATION OF THE WORK_ANT VARIATION GFUHMPUND FROM THE SPECIFIED WORK SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE IT I A n L FILL i IG oc Y REVISIONS: I' CONTRACTOR. No.Deie Item 5 2- 6. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL Jc mo A ARF s FE JUN PFR uT x Is sPRD.L FULL L I GAL, o,C. e UNDERGROUND UTILITIES DRAINAGE STRUCTURES,CURBS,SIDEWALKS,AND ANY F PAU IMF Ri F� PRIDR TA FAiunga Iry PLANT eG OTHER OBJECTS WHICH MIGHT BE DAMAGED DURING THE WORK, LEG Boa oRGREET�GIANT ��Gz.__ IN 5 eIeSL FULL L 1 GAL zAFI 3 LNG PITS T THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ANY AND ALL - o_c 0 T P NECESSART REPAIRS TO DAMAGE CAUSED BY HIS WORK AT NO ADDITIONAL 0 COST TO THE OWNER OR LANDSCAPE ARCHITECT. PLEN 8, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL "TS NECE55APY PERMITS,AND FOLLOWING ALL APPLICABLE LOCAL CODES pEn_I ANY BROKEN oR DAnAGED BNANCYFI PERTAINING TO THE PROJECT DURING THE COURSE OF HIS WORK, TIN Two GgLV�TEF�BANDS TUFSE�URE BATTENS LANDSCAPE PLANTING NOTES SID ATOM ulA GRA55 REF of PESTS AND DISD,SFS ELD VERIFY ar Y PFENT NE sezl: ,OD M CECUND .AuGUSTINE GRAS REE of PESTS AND CIAGA[s ELD VERIFY rn FIVE 2 x a z a P.T.waoD BgTTFNS. I. ALL PLANTS MUST BE HEALTHY,VIGOROUS MATERIAL FREE OF PESTS AND CUCRATAM I A IT"AID IFFICE1.CUT T' DISEASES_ 2. ALL PLANTS SHALL MEET OR EXCEED THE REQUIREMENTS FOR FLORIDA NO.I NAIL TI IT1111 INI BATTENS T NK. "A"nTTENS_rb urn NgIL QUALITY, AS GRADED IN THE MOST CURRENT EDITION OF FLORIDA GRADES AND AP IF—lAIEp I.E OF STANDARDS FOR NURSERY PLANTS,PUBL I5HED BY THE STATE OF FLORIDA, INI PINE BARK NUGGETS MIN PINE RANK NUGGETS EE of DIRT AND DEaws FIELD VERIFY m An TBquu, DEPARTMENT OF AGRICULTURE. 3. ALL PLANTS ARE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AND IFFMCFEARY IL LD UATFR OWNER BEFORE, DURING, AND AFTER INSTALLATION. „4 3 IMIM TITER Al s DI IFD. 4. ALL SINGLE-TRUNKED TREES SHALL BE STRAIGHT TRUNKED WITH ONE CENTRAL LEADER AND HAVE A FULL,DENSE CROWN. 11J11J13 ALI—_ INTO uNDISTUReFD solL 5. ALL TREE5 SHALL BE STAKED AND GUYED A5 5HOINN IN PLANTING DE7AIL5. GR lulsu GRADE_ I, ALL PLANTING AREAS SHALL HAVE MULCH A MINIMUM OF S' IN DEPTH OF ar JE MINI-PINE BARK MULCH.CYPRESS MULCH SHALL NOT BE U5ED. sr.�tc. NIA E llNl-11FILL As 7, ALL PLANTING AREAS SHALL HAVE A MINIMUM OF 3"TOPSOIL. sFEC F ED 8, ALL TREE5 SHALL BE FREE OF OPEN WOUNDS AND WOUND SCARS IN THE CLEAR UNDISTARPED�GRADE. TRUNK AREA. 12'MIN. L IN uuDlsTUpBED A. ANY 5YNTHETIC BURLAP AND/OR HIRE BA5KET5 M 5T BE TOTALLY REMOVED sueGRADS PRIOR TO INSTALLATION OF PLANT MATERIAL IF NATURAL BURLAP 15 U5ED, IT PALM PLANFr_DETAIL MAY BE TURNED DOWN 1/3 OF THE FOOTBALL, f3o2-PN52,[SO_ o dwq of oa too W -- ---------- ---- a.�---Fw''*— , , ------------------ Ln -_--�a �nasaPe.>,ByCh�kn&R�eD n�� 6201Cnrsey Oak Centre iY�a Fn v m ' - __-__-___--- Longwood,FL 32750 --- _ Tel u>/aso-a9zz F----o WINDING HOLLOW BOULEVARD Lo«z ns,n NIIN- m�aimaiz�eEEEVE Tai®e46.�0�„ �,•,F�E s�EFUE ,noa w Cb N (D POND 1 k ORY RETEMION MB 25.25 , .� T co PB .5 - W LL m i 0 i — I � o o 5 0 0 0 0 0 0 0 0 0 0 0 z. s s , �o BLDG 1 BLDG 2 BLDG 3 39 8911') 3496 WF(50 69'11*) s LU {/J N a s e �N �y LL s s a i rz... N _ a F „ . r O 27 �� * d C* O ui }.� REVISIONS'® e V ( N Oets Itsm ZAI a 2s Q O O ,� p , k 0 O cos I — D J G 6 0, © 0 0�: vll //, yvy z o 11111113 CR ar. JE sr.�tc. ASSHOwN E 7 ca-,aa-ea sc.dwg IRRIGATION DETAILS TRENCHING DETAIL IRRIGATION NOTES ccg000m Ib24"COILED WIRE WATERPRWF CONNECTORS(2) HNI5N 1)REFER TO TNF LANDSCAPE PLANS WHEN TRENCHING TD AVOID TREES AND ATECIAS 01/f GRAOE Z)All M LL ON<RETE PING BIALL BF BD ID TAG ERAL PIPING sun LL BE BURIED TO A MINII'M DFPTU OF I2 OF COVFR. 12"/16" SLAB LNTERIOR o REMOTE CONTROL VALVE S)A E NIF IA wnLEl MODEL Icr-(A¢ESEE Ewle IIRE FLFx PIPE CONNA, ON.DD NoT oBF RNNr PIPE. INSTALLED oSING AN IA Pu_G_ EWSByChik&Rice �wR DIMINIMUM C EAREAGE SCHEDULE)G H17H FILTER LATERAL O SL EVE I)FALLS_ALL NOZZLES TO REDUCE WATER WILE ON IDEA SURFACES All AU LDING re 15cape.Lr..�rt AI A.,CO—wo GAE SENTRT('FS') oil FINISH GRADE s)TUROTTLF ALL VALVES ON-111 L NFS AS REOV RFD TO PREVENT FOGGING. 620 Grown Oak Centre Dr. ] DIED w>;La>awL I Longllrood.FL 3270 m MODEL IC-XX�M STPNDARD VALVE BOX LEE �� I)ALL RSER5 E ALL BE PA NTED BLACK TB0l8SU 8922 —7—:.BUT CON ROL I RE MAINL NE U E 4' 7)ALI R E AND SECURED w TN F8X 0/8SU/880 ZD AND TTPE� xN 80 T.O.E.NIPPLE M4NLINE LAIHUL+2N V51fE RA V CHET L GHT FROTECTED P_VC CLAMPS_ PER III COD HFE+`MPS YEEbRK3 aJ ALL c uALL BE MADE N VALVE BOVES LONG SNAP-TITF LC%25t]BU810 MAIN LINE PIPE 6 FITTINGA O F II)"POIER SUPPLY CO DUIT pp�g coNNECTORS AND SEALANT. BOX IN CONTROLLER INSTALLATION OF BURY ITEM TIE CD 5 'nail®=Je.COlri MAP ICON C7 PER LOCAL BRICK 5UPFORTS(4) IA.of PIP NE PIPE PER a OSEPIA oT RAYS E IE 314"MINUS WASHED GRAVEL E(nIN 2")o MEASUREMENTS FROM HARD SURFACES. E AND vALV ES eY sHOrvING FxACT PLACE CONTROL WIRES UNDER MAN INI UR POSES,PROVIDE A MINIMUM OF 2 CLEARANCE TO SIDE of TRENCH Io)All V ATE VALVES AND ou1cK couPLERS SHALL eD INSTALLED IN VALVE A -CORE WALL MOUNT CONTROLLER j B ICU-151 OR 201 GLOBE VALVE E,1111 AN''UN111 IIIUAI IN ROL WIRES FvEA IO.PROVIDE LO-F IV L-P AT ALL N)A «w swcruree PAINT ALL RISERS'BLACK' PROPERTY AND INSIDE TUF LANDSCAPE AREAS, LE HARMING TAPE TO BE INSTALLED ON ALL PRESSURIZED MAINLINES 12 ABOVE I')ANY IMPIATO PATIO R ROAD. I2 FROM ANY WALL AND A MINIMUM OF S6 FROM c sWWe a P 6 SIZED To MATCH THE LARGEST REDUARC SLEEVE IMP I3)DETERMINED EI THE LANDSCAPEOP-UP ECT IN THE FIELD. OURUB FED SHALL aE w LATERG �a�AUr nnLerzvu w<uaez OBE STAGGEREDIOFFSET 5O THAT SLEEVE VSE IS NGT OBSTRUCTED BT U AND T11 o 111 ANY ....E CAUSED B IIF Io FOR TIE IMMEDIATE REPAIRS < r T nA�exlw EF�zFF�maAs— WIRE SHALL BE INSTALLED. ING IS INSTALLED wnHOVT CONTROL wIRI I4 GA.TRACKING 15)ALLF1ORKRSNALL IR GAUAICHT eDFFOR ONE OYEARaFROMITIE DATE IF FINAL NG VJ `L xnEP�' SPRAIN NOZZLES CHART 6)DO R^C'ERA'0 U=E MN OFFFCONTRACTOR AFN�LF �RKDE 3 SP RE CONTROL WU HIRE R LL ONTROL IIREe_7 A AG TIRE FDR I G LF DE WIRES A D .a OA ILL SYM NOZZLE NOZZLE PATTERN GPM n)CIONCRETE THRUST e IC<SFARE TO BE LTOLPAI AT ALL MAINLINE DIRECTION INE11 FPAV ANY FUTURE wC aT�AL F�FF FIEF e A NI INAI T GAT 11 TENT CAPABLE OF PROVIDING ION PERCENT COVERAGE III J ,E�d��= a D °LacE gRCLEARB EQUIPMENT LIST Z C SHRUB RISER DETAIL D HEAD DETAIL c aLACU co e usrAaLF ARC 0 13-21 mm GREEN ADJUSTABLE ARC O = POP-UP SPRAY-HUNTER INDUSTRIES MPR40 11TUR000 NOZZEL5 BI J ARC 6 12 POP-UP 5PBAY-HUNTER INDUSTRIES MPRAO w/MPIOOO N— A, uj PCN BUBBLER NomE SPRAY ON R15E F u- QxN UP NIPPLE O R-HUNTER INDUSTRIES msT-Oo-cv-MPlcoo Ia Ilal QFINISH GRADE 30 EdI ❑ HUNTER INDUSTRIES PCN- LO GPM BUBBLERS III O4 YH 40 THREADED COUPLER E OV PRO FLIX SWING.KrINT� P g000I5E -105 4DJUSRTABLE AR ACLU-SET PRESSURE REGULATOR- 2 �HSa ER P"FLEX'TUBING 4 O Sx1v LEFTS IE OJT ALVL STRIPS TU OVORV TRIP MPRLIX TREFf 5EOw(I) OR R PPFR 6x15'RIORT eTRIP O TER PRO-C q STATION c uj oNTROLLEp„FL7iVIJ W CF) TEE OR ELL S GROWN 6'x30'SIDE STRIP © STALL WITH A ET 5ENSOR AND BY-PASS eox?BAD LATERAL PIPE UBBLE PCN10 GPPA ROOD BUBBLER HUNTER"ET SYSTEM"D EVAPOTRANSPIRATION SEN50R I O CL EC'NLV-50FW� BMICRC-S 50 O AND WEATHER CONTROL 5YSTEM I HEDCK VALVE SR-20 ADIUS SPRAYS ADIUS REVISIONS: T ADIUS -I12"RE-USE IRRIGATION WATER METER TO PROVIDE 60 GPM (BYO HER) No.Dell ISM 2'GATE VALVE I LATERAL LINE 0 E PCN BUBBLER -- II E cu, PER PLAN SEE PLAN AEEVING-YHIO P.V.C.MM.DEPIN OF 24" 5EE PLAN MODEL ET SYSTEM 5ENSOR (S5OyPP�TTI�I��O1N)AL ET WIND NOT SUIIAI3LE POST OR POLE MOUNT_MIN 6fL ABOVE TURF, Seal: MIN 15(t AWAY FROM m6r,,WOM ET S 5TEM SENAADR TO ET SYSTEM MODULE MODEL ET 5Y5TEM MODULE MOUNT LESS THAN A BEAT 4® FROM CONTROLLER COMPATIBLE HUNTER CONTROLLER5, 5RC,PRO-C,I-CORE,ACC COMMUNICATION HIRE IN FROM 5EN50R TO MODULE CR POKER AAGURCE ar. JE sr.�tc. NO SCALE F HUNTER ET SYSTEM ewg HUSH ENGINEERWG ASSOCIATES, IN An Engineering Professional Association P.O.Box 677742 ORLANDO,FL. Office(407)342 8813 + 32867-7742 + Fax(407)381-3855 To: City of Winter Springs Development Review 1126 East S.R.434 Winter Springs, FL 32708 From: B.Todd Hudson, P.E., President Date: 11-13-2013 Re: The Professional Offices—Final Engineering Review No.1,Staff Comments Project No.: 201302884 Responses to comments as foliows: ARBORIST-WATER CONSERVATION-STEPHANIE WOLFS 1. The tree removal and replacement data provided by Chris Rice on 11/12/2013 shows that 287 trees are being removed from the site. This incurs a permit fee of$3,060. Based on the size of the trees proposed for removal, 550 replacement credits worth of trees are required as mitigation. The trees proposed as replacement(shown on sheet L3 )amount to 550 credits,thereby satisfying the tree replacement requirements. Response: Fee Acknowledged FIRE MARSHAL-BOB BECK 1. All items shall be added to the subdivision plan as changes or notes prior to final approval. Response: Acknowledged. 2. Access Signage for New Construction Sites a. Signage sign shall read 'FIRE DEPARTMENT ACCESS' and shall include site address, or range of addresses,for all commercial sites and residential model homes. b. Size:The two-sided sign plate shall be a minimum of 4X4 feet c. Color:The sign shall have a red background with a white legend. d. Lettering for the sign shall be four inch. e. Address on sign shall be two and one half inch. f. Location:Sign shall be installed at each point of entry. g. Bottom of sign shall be six feet above grade on posts. Response: Notes for Temporary Signage for New construction are corrected on sheet 4.0. 3. The location of fire hydrants shall be identified by a Blue Reflective Pavement Marker. Response:Note added to sheet 7.0 at hydrant callout on plan view. 4. If possible,align 6 foot handicap access with main building entrances.This will allow for direct route for emergency access. Response: Not possible Location of handicap stalls chosen so paved stall and aisle areas do not exceed 2%slope while providinp a finish floor that is adequately rarsed above the lot and parking facility. PLANNER-RANDY WOODRUFF 1. Sheet 5.0 note number 4 states"see sheet 5.3,"but this page is not included in submitted plans Response°Revised to read sheet 5.2 1 CITY ENGINEER-BRIAN FIELDS 1. Sheet 5.0. Section 20-485.b of the City Code requires the 6-foot screen wall along the southern property line to run the full length of the property line. This will help screen the back of the buildings from view from the existing homes at the end of Springview Court in Winding Hollow. Response:Revised as requested.See sheet 5.0 2, Sheet 5.0.Please extend the proposed utility easement to the north property line. Response:Revised as requested,See sheet 5.0&7.0. 3. Sheet 5.1. Where does the 4-inch retaining wall drain tile discharge to? Response:Drain Tile will discharge to outside face of wall-see revised detai. 4. Sheet 6.0. Consider adding cleanouts on the building roof drains where they leave the building footprint. Response:Cleanouts provided are sufficient. 5. Sheet 7.0. Please provide a detail for manhole SAN-1 and a sequence of construction that will maintain service to upstream customers. Response: Revised as requested, See sheet 7.0 for notes and 7.1 for manhole details added. 6. Sheet 7.0. City Water and Sewer Standards specify a maximum sanitary lateral length of 100-feet. To meet this requirement, the sewer main will need to be extended closer to Building 3. It is recommended to extend the sewer main north and locate SAN-2 just south of the entrance,then provide separate laterals from Buildings 2 and 3 directly to SAN-2. Response:Revised as requested.See sheet 7.0 7. Sheet 7.0. Please be aware that there is an existing wetland mitigation area (from the Winding Hollow subdivision) in the power easement adjacent to the southern property boundary. Please locate the new water, sewer, and reclaimed water facilities outside of this wetland mitigation area,or specify the restoration requirements if there is an encroachment. Response: 20'From fence east is mowed Bahia grass and maintained. Silt fence is 20'off fencline as shown on sheet 4.0. Utilities will be within the maintenance berm area. 8. Sheet 7.1. Please delete the Grip Ring note above the restrained joint table;this is no longer required. Response:Note Removed. 9. Please provide an irrigation plan with the next submittal. Response:Provided. 10. Informational item:the following items are needed for sitework to begin: a. City Commission approval of Final Engineering b. Payment of 1%site inspection fee(1%of all sitework costs not including any buildings or other structures) c. Obtain all external permits (SIRWMD, FDEP, NPDES) as needed to perform particular aspects of the work d. Obtain City Arbor Permit e. Conduct pre-construction meeting at City Hall with site contractor and City staff 11.Informational item: all construction dumpsters are required to be from WastePro per the City's franchise agreement. 12.Water and sewer connection fees are due at the time of building permit and are currently $1.76 per water gallon and $8.35 per sewer gallon, based on average daily flows, which are 350 gpd water and 300 gpd sewer per building. A reservation fee is required at the time of FDEP permit and is$0.35 per sewer gallon,or$315 for all three buildings. The reservation fee is not credited towards the building fees. Connection fees can be paid at the time of FDEP permit in lieu of the reservation fee. Response:#10,11&12 Acknowledged. 2 BUILDING OFFICIAL-JOSEPH CRUM 1. The rear exits/entrances do not appear to be on an accessible route as required by the Florida Building Code(FBC)Accessibility Response:Route is accessible and provides open route through grass area after landing at doorway. 2. Not enough information has been provided i.e.spot elevations to determine compliance with the accessible route requirements in the FBC Accessibility. Response: Cross Sections show slopes in exit areas on sheet 6.10. Spot elevations are provided at critical locations on plans. 3. It appears some elevations at the landings are higner than the proposed finished floor elevations. Response:Elevations revised,see sheet 6.0. 4. Due to the building separation being only 20' all exterior walls facing another building will be required to have a minimum 1 hour fire rating with protected openings per FBC Building chapters 6 section 602 and chapter 7 section 715. Response:Acknowledqed. URBAN BEAUTIFICATION SERVICES MANAGER-STEVE RICHART Phone:407-327-5976 E-mail:srichart @winterspringsfl.org Irrigation 1. Must have an irrigation plan signed and sealed by a Florida Licensed Landscape Architect. 2. Plan must, at minimum, meet Florida Building Code Appendix 'F', Florida State Statues, and City of Winter Springs Water Conservation Ordinance,concerning landscape irrigation systems. Response:Provided. If you have any questions, please do not hesitate to call or email. 3