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Home My WebLink About2011 11 14 Public Hearings 500 Shepard Road StreetscapeCOMMISSION AGENDA ITEM 500 November 14, 2011 Informational Consent Public Hearings X Regular KS RS Regular Meeting City Manager Department REQUEST: The Public Works and Community Development Departments are requesting that the City Commission approve Final Engineering and Aesthetic Review Plans for the Shepard Road Streetscape Project, a roadway improvement project funded by the US 17 -92 Community Redevelopment Agency (CRA) for the City of Winter Springs. SYNOPSIS: This agenda item is for approval of Final Engineering Plans for the roadway improvements and Aesthetic Review of the entry feature for the Shepard Road Streetscape Project. This roadway project consists of streetscape improvements on a 0.3 -mile segment of Shepard Road from US 17 -92 to Wildwood Drive in Winter Springs. The work includes demolition, asphalt milling, resurfacing, and widening, adding landscaped medians, curb and gutter, sidewalks, a stormwater management system, decorative street lights, landscaping, irrigation, and an entry feature. The project is funded in the amount of $546,623.58, payable in three installments from the US 17 -92 CRA Redevelopment Trust Fund. CONSIDERATIONS: A proposal for the Shepard Road Streetscape Project was first brought to the City Commission on March 8, 2010, under Agenda Item 600, for approval to develop and submit conceptual plans to the US 17 -92 CRA for funding. On December 13, 2010, under Agenda Item 601, approval was given by the City Commission for an Interlocal Agreement with US 17 -92 CRA to receive funding for the project, and conceptual plans were also reviewed at that time. Final Engineering Summary The Final Engineering design is substantially the same as the conceptual plans that were Public Hearings 500 PAGE 1 OF 3 - November 14, 2011 previously reviewed by the City Commission. The project includes construction of new 6- foot wide sidewalks along both sides of Shepard Road from US 17 -92 to Wildwood Drive. These sidewalks will improve pedestrian access and safety between The Highlands and US 17 -92, including access to transit services and improved safety for Highlands Elementary School. A landscaped median island will be constructed along Shepard Road between Wildwood Drive and the commercial properties near US 17 -92. The median will provide a landscape enhancement and provide traffic calming for the transition from higher -speed traffic on US 17 -92 to residential traffic on Shepard Road. Gateway Feature The project includes a gateway feature located on Shepard Road approximately 500 -feet east of US 17 -92. The gateway feature in the base bid consists of two brick columns approximately 3 -feet square and 10 -feet in height with City plaques on both sides. The brick columns would be installed on opposite sides of Shepard Road, within the right -of- way just behind the sidewalks. The alternate bid replaces the column on the south side with a brick gateway tower structure consisting of an arch over the sidewalk. The gateway tower is approximately 16 -feet in height and includes light fixtures, a tile roof, and decorative "Winter Springs" signage. It is Staff s desire to construct the gateway tower on the south side and one gateway pilaster on the north side. Stormwater Management The Shepard Road Streetscape Project is replacing the existing swale drainage system with a curb - and -gutter stormwater collection system that collects stormwater runoff in curb inlets and underground stormwater piping. The curb - and - gutter system provides a more urban look and creates more space within the right -of -way for landscaping, sidewalks, and other streetscape features. In order to comply with St. Johns River Water Management District ( SJRWMD) design and permitting criteria, offsite stormwater retention is required to offset the loss of stormwater retention that was provided by the existing swales. Early on in the design phase, Staff learned that the Florida Department of Transportation (FDOT) owns property on the north side of Shepard Road opposite Wildwood Drive. FDOT is planning on using this property for stormwater retention associated with the future widening of US 17 -92 from 4 to 6 lanes from Shepard Road to Lake Mary Boulevard. Staff has worked out an arrangement with FDOT whereby a dry retention swale will be constructed on the FDOT property by the City as part of the Shepard Road Streetscape Project. This swale has been permitted by SJRWMD and provides the necessary stormwater retention volume for the Shepard Road Streetscape Project. When FDOT completes the widening of US 17 -92 (currently scheduled for 2014/15), FDOT will remove the swale and construct a larger wet detention pond that provides sufficient stormwater treatment for the Shepard Road Streetscape Project plus additional compensating treatment desired by FDOT as part of the US 17 -92 project. Permits The following permits have been obtained for the Shepard Road Streetscape Project: • The Florida Department of Transportation (FDOT) issued the City a permit for landscaping on state road right -of -way on September 8, 2011 • The St. Johns River Water Management District ( SJRWMD) issued the City an Environmental Resource Permit on August 16, 2011. • The Department of the US Army, Corps of Engineers, authorized a permit for the City on August 29, 2011 Project Implementation Public Hearings 500 PAGE 2 OF 3 - November 14, 2011 Staff advertised the project for bidding on October 30, 2011, with bids due November 30, 2011. Staff's intent is to submit the construction contract for City Commission approval at the December 12, 2011 City Commission meeting, and then start construction in January 2012. Staff has worked closely with the design consultant to develop a final design that achieves the project's goals and can be constructed within the project budget. The project bid was structured with the gateway tower as an alternate bid item to allow some flexibility in case the price from the lowest responsive bidder exceeds the available budget. FISCAL IMPACT: This agenda item is requesting approval of the Final Engineering Plans and Aesthetic Review for the Shepard Road Streetscape Project. There is no additional fiscal impact as a result of approving this agenda item as recommended by staff. A recommendation to award the construction contract is expected to be submitted for City Commission approval at the December 12, 2011 City Commission meeting. 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. Final Engineering and Aesthetic Plans have been issued to the following organizations that have been working with city staff and are located adjacent to the project area: The Highlands Home Owner's Association, Wildwood Home Owner's Association, Highlands Elementary School, Dittmer Aluminum and The Beautification of Winter Springs Advisory Board. RECOMMENDATION: Staff recommends that the City Commission approve the Final Engineering and Aesthetic Review plans for the Shepard Road Streetscape Project. ATTACHMENTS: A. Final Engineering Plans by Bellomo Herbert and Company, Inc. Construction Documents dated October 2011 (22 sheets) B. Aesthetic Plans by Bellomo Herbert and Company, Inc. Gateway Feature Base and Alternate (2 sheets) Public Hearings 500 PAGE 3 OF 3 - November 14, 2011 ATTACHMENTA SHEPARD ROAD STREETSCAPE "T ER WINTER SPRINGS, FLORIDA V �I I ➢ ��19�59 Fto RMD CONSTRUCTION DOCUMENTS ry _ 93 �P B*�e1�,1 BBB ey P 60B d1B BiP k B3 iT \ Lake R,l 9nenva Ra fiW � a d1B . O V m PROJECT LOCAT N � Boel Leke Lo^�m Memorel 1T ce,ae�e ae' LongwPOC1 � 81 � z VICINITY MAP N.T.S. LANDSCAPE ARCHITECT BELLOMO - HERBERT & COMPANY, INC. 833 HIGHLAND AVENUE SUITE 201 ORLANDO, FL 32803 (407) 422 -4845 CIVIL ENGINEER INWOOD CONSULTING ENGINEERS, INC. 3000 DOVERA DRIVE SUITE 200 OVIEDO, FL 32765 (407) 971 -8850 OCTOBER, 2011 CITY OF WINTER SPRINGS 1 126 EAST STATE ROAD 434 WINTER SPRINGS, FLORIDA 32798 (407) 327 -1800 MAYOR CHARLES LACEY CITY COMMISSIONER JEAN HOVEY CITY COMMISSIONER RICK BROWN CITY COMMISSIONER GARY BONNER CITY COMMISSIONER JOANNE KREBS CITY COMMISSIONER CADE RESNICK CITY MANAGER KEVIN L. SMITH ELECTRICAL ENGINEER EPG ENGINEERING, INC 1 325 S BUMBY AVENUE ORLANDO, FL 32806 (407) 896-7411 STRUCTURAL ENGINEER SILVESTRE ENGINEERING 465 MAITLAND AVENUE ALTAMONTE SPRINGS, FL 32701 (407) 644 -5859 INDEX OF DRAWINGS CV -1 COVER D -1 DEMOLITION PLAN SP -1 SITE PLAN R -1 - R -7 ROADWAY PLANS S -1 SIGNAGE & PAVEMENT MARKINGS SD -1 SITE DETAILS ST -1 GATEWAY STRUCTURE - BASE BID ST -2 - ST -3 GATEWAY STRUCTURE - ALTERNATE E -1 - E -3 ELECTRICAL PLANS LA -1 - LA -2 LANDSCAPE PLAN IR -1 IRRIGATION PLAN IR -2 IRRIGATION DETAILS BELLOW HERBERT KOAD STREETSCAPE WINTER SPRINGS, Fl- COVER DATI OCTOBER, 2011 PkolETT 10.106.00 CV -1 BELLOW HERBERT SHEPARD ROAD STREETSCAPE WINTER SPRINGS, FL DEMOLITION PLAN - BASE BID 100% CONSTRUCTION DOCUMENTS CONSULTANT 30' -0" 0/14/11 PROLECT- 10.106.00 RP /b Il SEAL RP /M D -1 ® = qNE TREE io - ,ce nnGnoN REMOVE GONG. WALK ® - cn,RAeE— TREE - W. PER ...R REMOVE CO NC. INRND*4 TREE STA = sTAnoN B ASE FOR SPILLWAY R GONG. P R REMOVE FIFE FAIL / p�qR, - = CuRR 1 N�T - *TR REMOVE MITERED D RE GONG _ lo Oq,, REMOVE END SECTION WALKS ENDWALLS REMOVE ASPHALT a BASE FOR YARD DRAINS AND DBI CONC. VALLEY GUTTER TO BE REMOVED REMOVE REMOVE PIPING PIPING (TYPE AND INLETS REMO� CONE REMOVE CONC. WALK WALK — o� °-% - - - -- - SHE w`� _n — _ __ -- r�novECONa SPILLWAY gy p $ P or 1 REMOVE ASPHALT a REMOVE MATE BASE ? I ? 0 AND ALL MATERIAL ZZ — _ REMOVE BE DBI'E TO REMOVED REMOVE ASPH LT a BASE TO ACCOMMODATE ENCOUNTERED TO EPTN OF U U 24' AT ALL PROPOSED — — BASE DECORAT VP CROSSWALK YEA ANS REMOVE ASPHALT a BASE FOR GONG, VALLEY GUTTER NSET I ALL TREES WITHIN THIS AREA TO BE REMOVED I I I N NOTES: LIMIT OF CLEARING O I c �nRC sEE WINTER PRIN� ARBOR FERYIT I PRIOR TO A 2. ANY AND ALL MATERIAL AND/OR ITEMS MOVE FROM THE FROJE- ARE � SU T THE D SH4LAL SS I 4 O L AT THE CONTRACTOR'S EXPENSE, 3 MILLING TO SLEET R-5 FOR THE LIMITS OF AND RE 4, AREAS SHOWN TO BE REMOVED TO CREATE MEDIANS SHALL BE EXCAVATED TO A DEPTH OF 24" AND BACKFILLED REMOVE I REMOVE WITH PLANTING SOIL, MITERED ENp SIDEWALK SECTION I INLET ANq TREE PROTECTION REMOVE I REMOVE GURB a PPING AREA TREE TO PIPING GUTTER REMOVE ASPHALT BASE FOR REMAIN EM-VE CONG. I CONC. VALLEY OUT ER 5A— S WAY REMO E ASPHALT BAeEi SEE TI F, REM- MO E — — SHEET R -5 TREES T E T REMOVE GONG_ REMOVE MITERED PALM TREES SIDEWALK END SECTION IL - -- -- - SHEP REM - REMOVE ASPHALT, BASE REMOVE EXIST_ CON APRON CROSS DRAIN ROLL AND ALL MATERIAL REMOVE ASPHALT 4 REMOVE ASPHALT 4 TYP. TREE ENCOUNTERED TO DEPTH OF BASE AS NEEDED BASE TO ACCOMMODATE PROTECTION REMOVE ASPHALT a BASE FOR ' LRE ' L 24' AT ALL PROPOSED MEDIANS FOR CURB a GUTTER DECORATIVE CRObbWALK CONSTRUCTION m o NORTH SCALE I'•3 ®' - ®' n CONC . VALLEY GUTTER INSET 2 BELLOW HERBERT SHEPARD ROAD STREETSCAPE WINTER SPRINGS, FL DEMOLITION PLAN - BASE BID 100% CONSTRUCTION DOCUMENTS CONSULTANT 30' -0" 0/14/11 PROLECT- 10.106.00 RP /b Il SEAL RP /M D -1 BELLOW HERBERT SHEPARD ROAD STREETSCAPE WINTER SPRINGS, FL SITE PLAN - BASE BID 100% CONSTRUCTION DOCUMENTS COHSULTANT 1 30' -0" TE 10/14/11 PlljllT- 10.106.00 DESINTED RP /b Il RP /R SP -1 CURB e GUTTER, 5EE CIVIL HE@'IOPLASTIC THE— F -A5TIC GATEWAY PILASTER LIGHT, TYP. STRIPING, TYP. STRIPING TYP_ 5EE SHEET 5T -1 N5E HANDICAP RAMP, TYP. CONCRETE 5IDEWALK PLANS A5E BID PANEL) NEW N FOR — L� GONG_ SIDEWALK LOCATION PROVIDE E.J. THERI"IOPLASTIC MAILBOX TEE NOTE FULL DEPTH STRIPING TYP_ �' � t / THIS SHEET) - HANDICAP RAMP, TYP_ COND_ SIDEWALK PLANTING r�s' RzsJ 1 Rzs o SHEPARD RD- _ — — ENISTI GBRICK 5HEPARD ROPD F NSE WALL TO REMAIN (W _� m° �1 e a V _ _ — SHEET ST -I BASE BID — PANEL) THE C MEDIAN PAVING, OE DETAIL 2 NN zz nP — — — ��'.�•�;'�'•�, ��— 'u•�fi" TYP 5D -I CONC. 5IDEWALK I G No CONC. SIDEWALK CONC. APRON l2Y SOLAR FOOD PL G O TDE QQ p PLANTING AREA RELOCATE EXISTING CROSSWALK SEE PER GATEWAI" PILASTER. SEE NDSCAPE MAILBOX DETAILL PLANS SD -1 I INSET I PROVIDE EJ, FULL DEPTH THERMOPLASTIC TYPE 'F CURB a STRIPING, TYP. GUTTER 5EE CIVIL THERMOPLASTIC PLAN5 ROW., TYP. 'E' THERMOPLA5TIC 5TRIPING, TYP, TYPE CURE, 5EE m CIVIL PLANE — — — 5TRIPING,TYP. I HANDICAP RAMP — — — _ — I _ — — I'D 5HEPARD ROAD MEDIAN PAVING, SEE DETAIL II SD-I GONC_SIDEWALK TYPE 'F' CURB e GUTTER 5EE CIVIL CROSSWALK 5EE DETAIL 3 MEDIAN PAVING RCH PLANS bD -I I _ SEE DETAIL 2 TYP. 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DITCH PA ✓MT. f EX /Si. 5/DEWA(K TO BE (2.4 REMOVED W - - - - _ �� -R/W UNE ASPHALT ASPHALT -, _ _ `i PAVEMENT - _ -_ -_- - + _ i,T /8 "RCP -Eh IST 11' CMP a,- G' S,A WALK E✓IIT I R P� R TURN A , DRIVEWAY TURNOUT —FABLE ROAD & CROSS SLOPE CORRECTION DETAILS THESE DETAILS SHALL BE USED TO CORRECT CROSS SLOPE WITHIN THE CROSSWALK TO COMPLY WITH ADA CRITERIA OF 0.02 MAXIMUM CROSS SLOPE. THE CONTRACTOR SHALL VERIFY THAT THE CROSS SLOPE OF THE PAVEMENT WITHIN THE LIMITS OF THE CROSSWALK DOES NOT EXCEED 0.02. CROSS SLOPE SHALL BE CORRECTED WITH OVERBUILD FOR CASE IA 2. - LIMITS IF CONSTRUCTION - 11 AT CEACIEWALD 1W LINE - LESEEHPLAII e' 3' a10 Mpx MILL &RESURFACE- {)J EL. RACK OF CROSSWALK 6' EX,Si. CRISP. NILLIN OVERBUILD — , -- —, RESURFACING PAVEMENT- — — „ DEL. � -A saw cUr cxT. - EIP MILLED SURFACE — , -- PROP. EGGS VALLEr GUTTER EL. f OF PAVEMENT PLAN VIEW CROSS SECTION A - A CASE I SEE PLANS FOR ADDITIONAL INFORMATION SEE CURB RETURN TABLE ON PLAN SHEETS FOR CROSSWALK ELEVATIONS. LOCATION DR—IS AT: STA. 1100 IT !NO CRGSS SLOPE CORRECTION AT STA. II,00 DR/VEWAYI LT STA. 19111 IT STA.Ie... LT STA. 20,0A LT ADJACENT IG C RI CS SLOPE IT �TI.£"MILLING E MILL£ D SURFACE 'ERBUILD RM' UNE ACI AT CRCSSWALK PROP. El GUTTER P' MATCH ADJACENT LIST. EOP MATCH EXIST. CLIT PA✓MT. ELEVanIN of ® Et.- l el EL. p Es I I ul N� -o.o SAW CUT- -SAW CUT 0 o� ° _ 0 0 2 - RESURFAc Mp _ /Nu PAVEMENT i MILL &RESURFACE �� 6 Si . CkOS S 9 PE MILL / — — MILLED SURFACE RESURFACING PAVEMENT- i — OVERBUILD - -- - - ------ - - - - -- - CVERBU / -___ 1 VALLEY GUTTER Eh IST. EAP SAW CUT L� B A = ERBLIILO ® EL. r Q EL. MILLED —FACE - VALLEY GUTTER M/LLEC SURFACE PROP. EDGE I PAVEMEnrr PLAN VIEW RESURFACING PAVEMENT CROSS SECTION B -B CASE 2 OVERBUILD NOTES: SEE PLANS FOR ADDITIONAL IN OALATION I. OVERBUILD SHALL BE TYPE SP ASPHALT COURSE (TYPE CJ. SEE case RETURN TABLE AN PLAN SHEETS FoR cRASSwAU ELEVATIONS. 2. TOTAL OVERBUILD QUANTITY OF 120 TN BASED ON TOPOGRAPHICAL LOCATION SURVEY AND DESIGN CROSS SECTIONS. DIII, A AT STA.1,TO LT BH BELLOMO HERBERT RS9 Ny�N AvNme, SuN 101 SHEPARD ROAD STREETSCAPE WINTER SPRINGS, FL ROADWAY PLANS — DETAILS 100% CONSTRUCTION DOCUMENTS mxsmmxr: latuooI RFNSbNS: . W-. 10.106.00 DESIGNED LV /K CHKKED OGICY/ Llf£f R -3 ExIET ARI� J \ TIET \ SAW CUT - 1 11` N OTTER DRIVEWAY TURNOUT —FABLE ROAD & CROSS SLOPE CORRECTION DETAILS THESE DETAILS SHALL BE USED TO CORRECT CROSS SLOPE WITHIN THE CROSSWALK TO COMPLY WITH ADA CRITERIA OF 0.02 MAXIMUM CROSS SLOPE. THE CONTRACTOR SHALL VERIFY THAT THE CROSS SLOPE OF THE PAVEMENT WITHIN THE LIMITS OF THE CROSSWALK DOES NOT EXCEED 0.02. CROSS SLOPE SHALL BE CORRECTED WITH OVERBUILD FOR CASE IA 2. - LIMITS IF CONSTRUCTION - 11 AT CEACIEWALD 1W LINE - LESEEHPLAII e' 3' a10 Mpx MILL &RESURFACE- {)J EL. RACK OF CROSSWALK 6' EX,Si. CRISP. 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'A' SHEPARD ROAD EPG110 MNNSERVICE \/ l IDEMIFfuATpN L` /�\ CCMPACI£D HACMA[L J•C � [/M/IS L1� EATA YA F)lAV -D LtN "G i 0.30 J E, 20 1 11 20 1 030 .SEE NO1E OMECT MUM£D CA%f 04 CpYD(WT FIR FY.ANS O PROMOf 9• r J L`LWO(/IT SPAC/NC O AND HGWIZpXTAL LYfARANCE tti /M£EN CD1tlINTS J O O _ _ __X4_ AAV UND/SI1MfiED SQY (TMJ IXE d/ (RALC DIRECT BURIAL DETAIL FOR THE CITY'S EQUIPMEN cAnssECnma — 11,AGILREFR MNN BREAKER: GS'. ALC.. M1DUNTEO. 90UARE -D NOOD WA @0 202dD IN CABINET NAte£' PHASE WWE PROJECT WWE'. 4DLTS PROJECT NUMBER'. FED FROM'. 'A' SHEPARD ROAD EPG110 MNNSERVICE _—E (KVA1 0 E TRIP '. A 8 WIRElCONO IDEMIFfuATpN S -D LtN "G i 0.30 J E, 20 1 11 20 1 030 141-- 2 N CONT NLY JD 20 4 6 L Slip-"' NLY _ NLY Xl 2P 8 AE N Y LY $ NLY � 20 1 1 3P13t6C i2 N t4_ t0 NLY 20 1 i8 KaORE t. LOCKEDOREAKER OC 0.3 0.0 TOTAL KCAPHASEA 060 TOTALOONNECTEEIKVA 090 TOTAL KVA PHh3E B. (1.30 TOTAL CONNECT ED AWPS. 217 TOTAL DEMANO KVA 090 TOTAL DEMAND AMPS CONN. ADJUS OEMAN OERMN i LOAD T D D oAj FACT FACTO GOAD LIOFTNG(L) Y2S 00 0 SQUARE FOO b aECLPTAOLLS (R) D - NEC 0.00 o CLINIC tD0 ro o (CON ECTED R o 2G 12 2 NECCO HE LARCEa oFTHE nrvo N C COO FEET ( A) 0 100 W 0 {CONNCTED VS.T 20_t NEG 200 ) QU E HI.) 0 NEC 0 GEST NIOTOR(M) 0 125 OD 0 OTHER (0) L 0 t00_�_�_ W 0.. 100% CONSTRUCTION DOCUMENTS G i- IlAl F N.T.S. LA iE 1 110JECTI EFG11 D33 lElIllEL MF HE MF E2 N O CK T T E ND. S X)ENTRICATION C WB2EfCOND iE A B _—E (KVA1 0 E TRIP '. A 8 WIRElCONO IDEMIFfuATpN S -D LtN "G i 0.30 20 1 11 20 1 030 141-- 2 N CONT NLY JD 20 4 6 L Slip-"' NLY _ NLY Xl 2P 8 AE N Y LY $ NLY � 20 1 1 3P13t6C i2 N t4_ t0 NLY 20 1 i8 �-3 nn �buaui6uj .1 SINIVIADOO NOIlDndiSNOD %00 'SD3dS IJ 'SDNINdS d31NIM 3dVDS133MiS (IVOM GdVd3HS — -111-11 j OWO LIU v - --------- .4 A —31 31- "T 3 _" L11. 3 F-0 — BELLOW HERBERT SHEPARD ROAD STREETSCAPE WINTER SPRINGS, FL LANDSCAPE PLAN MR E5 a PALF15 KEY QTY BOTANICAL NAME COMMON NAME SIZE SPACING REf1ARK5 ED 15 Elaeocarpua dscipiena Japanese Blueberry 6' Ht. q5 30 Gal, Eull to Base LI II Lagsratraemia Tndica Gaps Myrtle 8' -10 HL A MuItI- trWik, 3 Trunk Min., 65 Gal. QG 5 Quercus geminate Send Llvs Oak 6' -5' H, A.S. 30 -1 Full Canopy PS 3 Phoenx sylvsstris Sylvester Palm e' G.T. A.S. 5pecimen, Full Gown UA 10 Ulmus alate Winged Elm 6' -5" Ht, A.S. 30 Gal, Full Canopy SP l Sabel Palmetto Sabel Palm 6' -12' G.T. A.S. Sizes on Plans I I 5HRUBe 4 GROUND COVER5 KEY QTY BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS 5FH 1136 Eulbine fruitcosa 'Hallmark' Orange Bulbina 12' -15' x12' -15" 24" CO I Gallon, Full Blooming Plants OT 42 Dianella tasmanica Blueberry Flex Lily 15'x15' 36' OL_ I Gallon, Full MGA 3T6 Muhlenbergle caplllarla Muhly.1— 15' -18' Nt 30" O.G. 3 Gallon, Full 105 330 Viburnum obovatum Walter's Viburnum IS' -24" x 18' -24' 30" O.G. 3 6 Ilan, Full ZPu 197 Zanla pumlle Coontie 12' -IS' x 12' -IS' 30" O.G. 3 Gal., Full 50D 20180 SF. Argentine Beh1a Convector to verify guantitity MULCH 121 G.Y. Mini Plne Bark Nuggets 3' Min_ —ar" Contractor to verify qua "idly NOTE: PHOENIX SYL/E5T Ile RALM5 TO BE 5URRLIED BY F15H 5RANG14 NUR5ERY, 1860 F15H BRANCH ROAD, ZOLFO SPRINGS, FLORIDA 33590, (863) 735 -2242 LANDSCAPE NOTES: I. It the avant of variation between the qua'titias ALI on the plant list and — plans, the plans shall control. 5od q taha--a are — responsromty of the land 'Fa �onva� tor_ 2. No plant material substitutions shall be permitted oT will be accepted without — written consent of the Landscape ALchits —city_ 3. Fertilizer shall ba applied to all planting areas at — rate of I I/1 Ibs of actual nitrogen, I/1 lbs. of actual pYOSphorus- end 1 1/2 Ibs_ of actual potaah per 1000 square feet of planting a ea_ 4. All plantings shall ba back 111 with a mixture Of 2!3 of the bast of — on-slta soil and 1!3 peat moss. 5. TF,a land acepe ontrector I6 resp"nSlble for the Immediate repelr, at his—, own expense, to any "hs ut11111e5 damaged by landscape construction operations. &' It I5 the respcnslbllity of the landacepe ontrector to prevent plants fr"m fe 11112 or be112 blown over. The landscape "'tractor shall stralghtan, repel and/or replace any plants damaged by a failure to properly stakes or guy any tr - at Th—a, o expenae_ The landscape c actor shall not be responsible for any tress blown over or damaged by winds In exceed of 50 miles par h"ur� 7_ unless o rwise stated on these plans the landacepe contractor aha11 only bs responsible for fine grading of the planting and sodding —al. Fine 2redln2 I, deacrlbed es the final 10 for of grade to be achieved. 8 The landscape contractor aha11 assure that this work does not ht— Opt existing or projected drainage patterns_ 9. All e "d must ba placid with staggered joints, tightly butted, with no gaps or overlapping pieces. All sod shall be rolled_ 10 All planting beds shall be top dressed with 3" of pine bark nu mulch. II_ —landacepe contractor ahe11 remove hi—s, excess waste materiel Mom the project site one dally bests_ IR_Maintenance shell be the responsibility of the Iandacape contractor until such ti a final .... ptance of the project has been granted by the L Architect_ Melnhenenoe she' Include watering, mulching, weeding, pruning, replec_anent of dead and dying plant, cutting God and any At— operation necessary far the proper care of v>°se plants_ 13. All trees, shrub,, ground cover, and 5od ,F,11 be 2ua anteed For an a o dd For o e year from date of acceptance of LhIna project by the Z ty. Replacement ,1 material shell be guaranteed itional o e year. 14. Tr>° landacepe ontrector 11 not be responerole to honor any we enty for Il Iw, p of any trees, , ub,, ground sod c used by flooding, IT— heezing temperatures, winds over 50 "ilea er hour, ITghtnin g or any other ne turel dlsaater_ 15.AII plant material shell be Florida Number I or better h quality as described in Florida Grades end Standards for Nursery Plants, Florlde Department of Agriculture_ 16.TI� Landscape Architect shell have —right, at any t e during these operations to reject any end all plant materiel end workmanship which In IIS/hsr opinion does not meet the regulrements of these speclFlcetlona_ s %7 NORTH LALE� P-30' -0' be 100% CONSTRUCTION DOCUMENTS CONSULTANT 30' -0" NATI 0/14/11 PaotEIT- 10.106.00 DESIGNED RP /UH 111 NP/h3 SEA L LA -1 T)OLI DE BELLOW HERBERT SHEPARD ROAD STREETSCAPE WINTER SPRINGS, FL LANDSCAPE PLAN V 99 PR D LARGE TREE rETAIL ULTI TRUNK TREE DETAIL Rxa T, EXISTING TREE BARRIGArE T, NORTH 5CALE, I'=38' -m' sm jH . . . . 77 — 111111111111111111 H '- I H I III III ICI LLF H III f' TREE rETAIL -4 ANr GROUNrCOVER DETAIL 100% CONSTRUCTION DOCUMENTS 1 -30-0 10/14/11 PlljllT- 10.106.00 D— RP/LIIl 111111A RP /6 SEA L LA-2 V °11 HUmoe, — — — — Z „ r AID I s 3 — — — — Rs,,,- „ ® _ k� ae 3 z ,� z�z F a u�V siorv Q Q # ve 1- NORTH SCALE• I'•3m' - be BELLOW HERBERT SHEPARD ROAD STREETSCAPE WINTER SPRINGS, FL IRRIGATION PLAN 100% CONSTRUCTION DOCUMENTS mHSULTANT d0' -o" 0 PlljllT- 1o.loe.00 RP /b H RP /6 SEA L IR -1 s MROL MAR,FAC .RFRTMOPF a- esL G RAOUs a HNnre, PROs as PR330,� 3t,P 3e,e= En 30 ob, a,,3 ® PROs 86 PR53o s „° -1- 17 Is, 30 ,.2, nee ® T-,, PROS- 06—PR530 8 Series NPR 5 120 30 0.35 8' HE Hunter PROS 06 PR030 12 Series MPR 12 180 30 1.30 12 RE Hoofer PROS- 06 —PRS30 12 Series MPR , 90 30 0.65 12 Hunter PROS- 06—PR530 12 Serles MPR , 120 30 0.87 12 IT-- PROS ,2 P-0 13 S Sees 12 En 38 F El ,,3 IT-., PROs ,2 PRS30 13 StIll Seger e SST 30 1 2 n e HNN,e, PROS ,2 PRS30 8 -iee MPR 3 so 30 026 8 RE Hunter PROS ,2 PR530 12 Series MPR 13 ,e0 30 ,.30 12 G IT-., PROS- 12 -PRS30 12 -1. MPR , oo 30 Oae 12 m HNN,e, PROS- 12 -PRS30 12 -yes MPR , 120 30 0.87 12 o IT-,, PR05- O1-PR530 s se - 5-- a ,ao 3o F 5P , =�a o IT-- PROS- 06 -PRS30 w/ M APCGHFG09H 3e 360 30 050 , �L MANMFAC BRERTMORELOE3RRP,RN IT P ,- C Z -151 Nw FNNt,NI E.- k�, wNl oC FlIFIF1 1—id e 3 �N,rNI K.,. wItl 82 1 12 2o,2R° 5 Ne-d A t R SHE” rt wln 8'500 S. t. UNDERGROUND IRRIGATION SPECIFICATIONS IS n rbnlN � m a. ,. a�wm ,�IVdo�v,N,�eml«�rvwv..,a,E N ,.Nmv�� r �N,rewmm „d� hOO�aN�. °om��al °aedha...... ,=. aE�oRO1o�, o�o °„ o, 1.1 KEARRSN 1.7 IAIITEIAIIE. N e r osuul. 2. 1. P�i r<e 21 1AL11- N lu, I. a�Ma� 1. Id, 5 e�l osA rerun„ navnv minlmu,n ulcno-5�i )Inn dwmnvn fnm�enn nova vne vi i I uos ap,noutlo, o,.ol.omnEa mv,o.um �Iw sib � E, -1 24 to Ple 00 H El T o y yours uo tty anal .atl,us, sfleENS ne3tls pmeF�meNnutke +ntl Nm to Ensure sn�Y tlne¢ nn�i mll on nullmna. c aaluE ,oroA � tl o �r ONO, a � o.NO �rywramvu�E o,. arormall �Ion4. E T O1 MODEL XCH- X00 -SS STEEL CONDUIT WITH SWEEP ELBOW FOR CONTROL WIRE AND CONTROLLER SUPPORT. 3 �3 FINISHED GRADE. 2 CUBIC FEET OF CONCRETE -- \J OFOR POST SUPPORT. S MROL MANUFACURE11M00EL /0E31 R I ON 3 xntn T,—, RG Latcnng Solenoid �I NU,, T - 113 2” In 12" Val Ne Box 2 0o MNNN, NN HNN,e °xdoLE'w`,n °RsPa'a,N e, 2 FM l P,eN�m® 1-r MOE, , m °�NaNre� 30 15 °� , ® U,-, M1,1FIk RNfn Sensor „ „NN MNoIi- PVC 2' G— 200 1.500 I T_ ° ° e6 ,IN SA't 1” to PW wl�l, Hnrco 3,8 Stainless 9leal EA-1 on xuln 2 � N w d e N Nn s IRRIGATION CONTRACTOR RESPONSIBLE FOR THEIR ON TAKE OFF NO.1 CROSS SECTION MEDIAN R -0 -'N, IRRIGATION VALVE ISOLATION VALVE SHE PHARD ROAD SIDEWALK EJ 2" HDPE PIPE 3' MINIMUM DEPTH TRANSITION FITTING 2" PVC S� 6 OR 12 STATION 111101113. COOO IIIL COWA ER 0 LCD SCREEN AT EYE um XCH STAINLESS �1 CONTROLLER IRRIGATION DETAIL SPRAY HEAD INSTALLATION DETAIL T11F1 RAIN -1 .1SITEE LAFFS Ill FlIsTill T-- Row aIHO ao,e.,rn �� ruelua Roor sou TREE DRIP COIL INSTALLATION DETAIL LANDSCAPE DRIPLINE BELOW MULCH WITH EASY FIT TEE - POTABLE SYSTEM 111T TO — Ll BH BELLOMO HERBERT v H� ih�e ,�enua, SuXe 20 SHEPARD ROAD STREETSCAPE WINTER SPRINGS, FL IRRIGATION PLAN 100% CONSTRUCTION DOCUMENTS IR -2 Shepard Road (jateway Feature- Base Bid Aesthetic Plans ATTACHMENT B BELLOMOHERBERT Entrance Elevation I I 1 , Shepard Road (jateway Feature- .Alternate Aesthetic Plans BELLOMOHERBERT Entrance Elevation