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FLS01-05-38 FLS 01-05-38 SAND KEY FIRE STATION 950 GULF BLVD (D'l . Clearwater City Commission Agenda Cover Memorandum . ~- tf~~K Worksession Item #: Final Agenda Item # . SUBJECT/RECOMMENDATION: Accept a Pinellas County Deed conveying a 3,188 square foot portion, more or less, of Sand Key Park in the Southwest ~ of Section 17, Township 29 South, Range 15 East, as more particularly described in said deed, and approve a Declaration of Unity of Title of said parcel with a 15,000 square foot portion of Gulf Boulevard right-of-way on Sand Key formerly utilized as the old Clearwater Pass Bridge tool plaza, as the combined parcels, containing 18,188 square feet, more or less, are more particularly described in said Declaration, Meeting Date: 09-06-01 ~ and that the appropriate officials be authorized to execute same. SUMMARY: · The Clearwater Fire Department proposes to construct a new 7,000 square foot split-level fire station to serve residents of south Clearwater Beach and Sand Key. · Development of the site plan on the limited portion of the former Sand Key toll booth parcel required unacceptable operational and esthetic compromises. · The City Manager petitioned Pinellas County to convey the essentially 10'. X 300' strip of Sand Key Park abutting the western boundary of the toll booth parcel to provide sufficient land for an effective drive-through station on the ground floor with living and sleeping quarters above. · At its meeting on August 7, 2001 the Board of County Commissioners approved the conveyance of the additional strip of land that, when combined with the portion of the former toll booth parcel, . will provide an adequate site for construction of a functional and aesthetically pleasing station. · Authorizing the City Manager to execute a Declaration of Unity of Title of the County parcel and the former toll booth parcel will assure that the two parcels will always be considered as a single parcel for development purposes, until such time as the City Manager may rescind such Declaration. ( R L-(S {() PI PL6 01 -00-)9 Reviewed by: Legal ~ Budget NA Info Srvc Originating Dept: -yl't Public Works (E. Barrett) User Dept. Fire Costs NA Purchasing NA Risk Mgmt NA NA Public r1= Works DCM/AC Fire Der, Total Funding Source: Current FY CI OP Other Submitted by: City Manager Attachments A copy of the deed and Declaration of Unity of Title is on file with the City Clerk, (8: [X ] Locator Map A ro riation Code: Rev, 2/98 ~ Printed on recycled paper [Sand Key FS Site Agn eb 0801.doc] . . LOCATOR MAP Proposed Sand Key Fire Station #51 Site . .-: A ~ ~ Vol ---- .. .. ~ --- ---- --- CJ <(. ''ll.. _......--J -/- ,., fL"'" --F1 ........-- -'.' II 11==- r==--=---, ;. _"'~""- _r:_;:~:"""u '- ~ v ___ --~u...-''l ,--<-- .. '----- --- . -.:----...., - I 1..1 . ~------~ ~ .,-.....,...... . t1~p-:.---- __' ....-.. I '::: ~ J .--!... r- -<' I t7 /'L---J' . ~ ."- ---- ; r- 1: rr~ 'I' ~ ... I _____ -' -----' .~ --::::--- --;:::::.--..._~ , ..~-~ )} " ( r_--~V"/ \~~6~r~T UJ tt .... > o z g O' CA ~ ~. ~ ~-< ~ ~ Co ;;0 ^ I I I I I I I I I I PROPOSED FIRE STATION #51 SITe 'I / , 1M 1,'11 ~j,,1 .:::::{ii , .,\.. 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""" .c c @ ~.:: 6 8.,5~~ ~ ~ ~.~ ~b~8 ~caog .0 ~ .5 ; Cd '"'" -S .'";:: ~ g:'~ ~ 5 E] ~ 'Z; n) .5 ] .~ [z ~ _ 0 0 0 g:n) n) ~ ~>.oo aQ::::~ ~~ ~ 6 ~ ~ G~ ~ 5 [E .g C/'j 8 f=: u ~ u C,).D 0 ...... ~.~ b'~ ::::u:~8.. a 4-0 ~ bl) ~~~~ ~ ~ 5 ~ u.D .. ?': .~ ~ 5 :a ~ ::0 ~ ~ ~ 00 ::::: z- G ~ [:2 !L -( ::.:0 ~,. 6 " ~ z g ~ ~ , ~ o -< ~ @~ < c z < > :>' f -< ;: z ~ ~ :~ ~ ~ ~ u ~ ~ ~ <u ~~ ~- 3 ~:t 1: (- :ii:c ;;' ~ 0. 11,,'111',,~ ~..~ 0, I~ I /-, S2j ,\11 c? ~ ~, -T\ ~ S S ~C) - ~~ \~ RI ~~ ~..~ ~~#"'II')'IIJ INDEX OF PLANS SHEET # SHEET DESCRIPTION LL 1 2 3 Cover Surveyor's Report and Legends Map of Survey o >- J-- - "J f -.......... ../ '- '- .......... _~I '- ./ ',- u ~""'-/.. '- '- Public Works Administration j/ Sand BOUNDARY & Key Fire Station TOPOGRAPHIC SURVEY CIlRIJ..... -R Section 17, Township 29 South, Ran'ge 15 E CITY OFFICIALS o S,R, 560 TBE Proj-ect No. 00083061 NORThSIDE_DR o Brian J. Aungst Ed Hart Hoyt Hamilton Whitney Gray Bill Jonson William B. Horne II c> " ll< '" OJ ~ (]I vi :i (<$ ~ 2 " z ~ o . J ~ J D DUNEDIN S. R. 560 ~ s~ D VlRGINI ST -E ENTERPRISE-~ Mayor Seat 1 Commissioner-Seat 2 Commissioner-Seat 3 Commissioner-Seat 4 Commissioner-Seat 5 Interim City Manager (\. ~~ V# Mahshid Arasteh, P .E. Public Works Administrator Michael D. Quillen, P.E. City Engineer () a {j ~ +UNI fi il: 8 <D ~ ~ ~ .. ~ ~ .. ! 0 i1E .. ~ .. " ll< UNION Sf ~ >- ~ OJ a il ~ " ~ Of ~ " SUNSET POINT RD VI '" ~ WAIN ST VlRGlNI~ ST J o " '" '" ~ J S R 590 / Approved By Q ; \i ~ Date Approved ~ DREW ST DREW ST ClE '/ELAND ST ~ ~ .. ~ " ADD TO OFF SITE TOPO (DATE = FIELD EFFORTS) SKA 5/21/2001 -l'~ <t> CJ :( COURT ST GULF TO B~Y. BLI/O S.R. 60 ~ .. ~ ~ 2 DRUID RD r: J LJ;; t=L S - 0 J/O::v~ ~ ~ ~ <D (]I vi :i ~/ PREPAREO BY TBE GROUP, INC. Engineers- Planners' Subsurface Utility Engineers- Surveyors and Mappers 380 Park Place Boulevard, Suite 300, Clearwater, Florida 33759 Telephone (727) 531-3505, Facsimile (727) 539-1294 Certificate of Authorization: LB 6668 State of Florida a: ~ S .. .. LAKEVlEW+-RO ~ ~ i3 i: ~ " a: 'So", '- BL vo !l!! I::l " NURSERyl RD BELLEAIR1RD ~ 6 <D ii! ~ ii I \ I ~MW 2 -4 2001\ ! . .. . ..,_.::..:::.::.~.~==-J LARGO CITY ENGINEER MICHAEL D. QUILLEN, P.E. # 33721 ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED. \ \ I iii r 1( I j,. DATE SIGNED: 5 J 2.2-1 ~A,;\"'''!:r.?l;~''fl/ r .~' I').......:,. 1, .'. 0 '""........ SURVEY MAP AND R~ORT OR, ,THe CQ}:!t. HERE 1'. . NOT VALID l 0 SIGNATURE }'N11.l'Idt j)RJQJiV,L.. ~ SED ',. SEAL 0, I RI A lDCE,',N...S,E...~, SV. ~V~Y~. AND MkP:ER, fii ~.::- at .. f: 0 ( . ':i~ , '\;~ ''''~'' d1 ~.J (. . ~ .. .:t' I ! (, '-..Af-t: ',..'<',;0 .. ~ '() '(', ,', . I .. ~~,../.r",., "', 1'1'-'\ .,.., ,. ---., -~,4c.):;?t.;';;~"rff' J...."': "." .{:~, .' r ,,' R, MARK PITC'" :'f~i:'* "..,",(; PROFESSIONAL SURVEYOR' ANO'{ MAPPER LICENSE NUMBER LS 5062"" STA TE OF FLORIDA SURVEYORS REPORT 1. TYPE OF SURVEY: Boundary and Topographic Survey (Chapter 61G17-6.0031 and 61G17-6.004 Florida Administrative Code) to survey the boundary and geographic mapping (horizontally and vertically) of visible existing features and improvements to facilitate the proposed design construction of improvements for the subject property. 2. LEGAL DESCRIPTION: (Created by TBE Group, Inc.) A portion of that certain Right-of-Way lying within 100 feet Westerly of the centerline between Station 83+50 and Station 86+50, less the East 50 feet thereof, as described in Official Records Book 1342, page 275 of the Public Records of Pinellas County, Florida, lying within the Southwest 1/4 of Section 17, Township 29 South, Range 15 East, Pine lias County, Florida, being more particularly described as follows: Commence at the Southwest corner of the Southwest 1/4 of Section 17, Township 29 South, Range 15 East, Pinellas County, Florida, (having coordinate values of North 16500.72 feet, East 31452,98 feet based on the Pinel/as County Grid System); Thence N89'1 0' 31 "E, along the South line of said Southwest 1 / 4, for 775.05 feet to the point of intersection with the northwesterly Right-of-Way line of Gulf Boulevard (State Road 208) as described in Official Records Book 1342, page 275 of the Public Records of Pinel/as County, Florida; Thence along said northwesterly Right-of-Way line the following four (4) courses; (1) Thence leaving said South line, N42'13'31 "E, (being the basis of bearings for this legal description), for 1282.77 feet to a northwesterly Right-of-Way corner of said Gulf Boulevard, same being Station 83+50.00, 50.00 feet left (Westerly) as described in said Official Records Book 1342, page 275, same also being the POINT OF BEGINNING; (2) Thence N47'46'29"W, for 50.00 feet to a northwesterly Right-of-Way corner of said Gulf Boulevard, same being Station 83+50.00, 100.00 feet left (Westerly) as described in said Official Records Book 1342, page 275; (3) Thence N42'13'31 "E, for 300,00 feet to a northwesterly Right-of-Way corner of said Gulf Boulevard, same being Station 86+50.00, 100.00 feet left (Westerly) as described in said Official Records Book 1342, page 275; (4) Thence S47'46'29"E, for 50.00 feet to a northwesterly Right-of-Way corner of said Gulf Boulevard, same being Station 86+50,00, 50.00 feet left (Westerly) as described in said Official Records Book 1342, page 275; Thence leaving aforesaid northwesterly Right-of-Way line, S42'13'31"W, along a line 50.00 feet East of and parallel with said northwesterly Right-of-Way line, Westerly of the centerline between Station 83+50.00 and Station 86+50.00, for 300.00 feet to the point of beginning. Containing 15,000 square feet or 0.344 acres, more or less. Closure 0,00 feet, 4/2/2001 SKA. 3. SUBJECT PROPERTY STREET ADDRESS: Not Applicable, site is vacant and is currently Right-of-Way. 4. SUBJECT PROPERTY PINELLAS COUNTY PROPERlY APPRAISERS PARCEL IDENTIFICATION NUMBER: Not Applicable, site is vacant and is currently Right-of-Way. 5, FIELD SURVEY DATE: March 23 and 30, 2001 and is contained in TBE field book 17-29-15, pages 24-34. Date of Computations: March 22 and April 2, 2001 6. BEARING values are based on that certain instrument recorded in Official Records Book 1342, page 275 of the Public Records of Pinellas County, Florida [shown as (D1) on map of survey], more specifically, northwesterly Right-of-Way line of Gulf Boulevard being assumed as N42'13'31"E. 7. Abbreviation legend appears upon this sheet of the survey map. 8. ACCURACY STATEMENT: All measurements, distances, elevations and features shown were performed in strict accordance with the Minimum Technical Standards set forth in Chapter 61 G17-6, Florida Administrative Code. 9. DATUMS: See Notes 6, 10. 10. DATA SOURCES: Horizontal control (coordinate values) is based on that certain instrument recorded in Official Records Book 1342, page 275 of the Public Records of Pinellas County, Florida [shown as (D 1) on map of survey], together with the condominium plat of THE GRANDE ON SAND KEY A CONDOMINIUM - PHASE I as recorded in condominium Plat Book 118, page 90 of Public Records of Pinel/as County, Florida, both of which state they are based on the Pinellas County Grid System and Vertical control is based on the National Geodetic Survey. ALL ELEVATIONS are based on National Geodetic Survey, DESIGNATION Harris 'E', PID AG0577, STATE/COUNTY FL/PINELLAS, USGS QUAD CLEARWATER (1987) having an elevation of 6.72 feet adjusted, National Geodetic Vertical Datum, 1929 as published on the State Lands, Land Boundary Information Systems (LABINS) at ''http://www.labins.org/'', which states "This information is retrieved from the National Geodetic Survey Computers in Washington, D,C." TBE retrieval date from LABINS, March 23, 2001. PARENT BENCHMARK is National Geodetic Survey Monuments: Harris 'E', PID AG0577' (Pinellas County Map No. 164), having an elevation of 6.72 feet adjusted, National Geodetic Vertical Datum, 1929. Note: This monument presently no longer exists. Elevations were correlated holding the elevation of 6.72 feet together with vertical data for SFN 376 - Gulf Boulevard / Horizontal & Vertical Control as supplied by Penny A. Standridge, PLS, Land Survey Specialist, Division Survey & Mapping, Pinellas County Public Works, 22211 U.S. Hwy. 19 North, Clearwater, Florida 33765. 11. SURVEY METHODS: Horizontal control was obtained using a Leica Wild TPS 303 Total Station. The accuracy achieved by field measurement and calculation of a closed geometric figure is 1 foot in 140,338 feet. Vertical Control was obtained utilizing differential leveling techniques with a Topcon ATG KK207 automatic level. Vertical loop mis-closure achieved is 0.017 feet for a 0.312-mile loop which exceeds the minimum accuracy requirement of a maximum mis-clousre of 0.028 feet. Horizontal and vertical mapping data for this survey was obtained with a Leica Wild TPS 303 Total Station and trigonometric leveling procedures using aforesaid control with Tripod Data Systems, Inc, A Trimble Company (TDS) data collection software (Survey Standard) and a Hewlett-Packard (HP) 48GX data col/ector. 12, SURVEY TECHNICIANS: Kevin Kurtz, Shane Bursott, Jenny Thomas, Scott Acker PSM. 13. LIMITATIONS: Use of this survey by anyone other than those prepared for wil/ be the re-users sole risk without liability to the surveyor. Not based on an abstract of title. Record instruments were not provided. There may be additional easements and/or restrictions affecting this property that may be found in the public records of this county. The surrounding property has a Pinellas County Property Appraisers Parcel Identification Number of 17/29/25/00000/320/0000, an address of 1060 Gulf Boulevard and the latest deed of record as specified on the Pinellas County Property Appraiser's Office web page (http://www.pao.co.pinellasJI.us/) is Official Records Book 3991, page 1096 of the Public Records of Pinellas County, Florida. A review revealed that the property described in this instrument lies 625 feet:i: Northerly of the subject property and is not adjacent. Therefore, no inquiry into possible boundary overlaps and/or gaps was made. The Surveyor made no further investigation into this matter. The locations of the underground utilities and/or their appurtenances were performed by a field survey and only located as shown on the face of the survey. Only the underground utilities and/or their appurtenances, which were visible from ground level to the surveyor on the actual day of the field survey, were located. No excavations or subsurface work efforts of any kind were performed by the surveyor to verify the existence of any underground utilities and/or their appurtenances. The surveyor makes no guarantee that the underground utilities and/or their appurtenances shown comprise all such utilities in the area, either in service or abandoned. ADD TO OFF SITE TOPO (DATE = FIELD EFFORTS) REVISION Printed dimensions shown on the survey supersede scaled dimensions. There may be items drawn out of scale to graphically show their location Underground foundations and their locations have not been determined, Irrigation equipment and/or their appurtenances have not been located unless otherwise shown on map of survey. Information for the adjoining property owners was not supplied. Only non-exotic trees four (4) inch and larger diameter at breast height (DBH), were located and shown on map of survey. Shown anywhere on this survey, the word "certify" is understood to be an expression of a professional opinion based upon the Surveyor's best knowledge, information and belief, and that it thus constitutes neither a guarantee nor a warranty. 14. BOUNDARY INCONSISTENCIES: Any angular and/or dimensional discrepancies between the record documents and the field located occupation boundary corners, and boundary corners with multiple boundary monuments along with their corresponding quadrant directional misses, are shown on the map of survey. 15. FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) ZONE: Subject property lies within flood zone AE (base flood elevation 11), area is also designated as "undeveloped coastal barrier" and carriers the additional note "flood insurance not available for structures - newly built or substantially improved on and after November 16, 1991 - not used in a manner consistent with the purpose of the otherwise protected areas", according to the Flood Insurance Rate Map, Community-Panel Number: 125096 0014 E, Map Revised: July 2, 1992. An accurate zone determination should be made by the preparer of the map, the Federal Emergency Management Agency, or the local governmental agency having jurisdiction over such matters prior to any judgements being made from the zone as noted. The above referenced Federal Emergency Management Agency Map states in the notes to the user that "this map IS for insurance purposes only". 16, APPARENT PHYSICAL USE: The subject property was formerly used as a bridge tollbooth, but is currently vacant. 17, PREPARED FOR: The City of Clearwater, Public Works Administration / Engineering, P.O. Box 4748 Clearwater, Florida 33758-4748. City of Clearwater 18. RESPONSIBILITY: The undersigned, R. Mark Pitchford, PSM, is the responsible Surveyor and Mapper for this Survey and Map. Not valid without the Signature and the original raised Seal of a Florida Surveyor and Mapper. Additions or deletions to survey maps or reports by other than the signed party or parties is prohibited without written consent of the signing party or parties. Neither the map nor the report is full and complete without the other SKA 5/21/2001 III""~"''''''' I' L'A ...... ,II --\ S c. l.~... --_ '" ~ 0..... ~ ~CJ I ~~ ~ ,\ I" ~ ... ,,()....... ~ " ---- <( " ,...."""""'- Q' ... '",,"""""'- --, ... \.--= ---- f'l- , -::. 1"..('\ 0- \' - . f"1k v " ~ ~rER ~ " -.... ' ,I' ......"''''''"11'1 PREPARED FOR: CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENG INEERING 100 S. Myrtle Ave. Clearwater, Fl 33758 BY DA TE ADS ASPH A/C BLDG BLVD BT B/C CATV CIP CL CLF CMP CONC CONS COR C/O CPB DIA DIP DR E EL ERCP E/P FCM FES FHA FIR FN FND FN&D FOP FPP FT F/C F/L FXC GAS GE GTE HP HWY ID IE LT LB LS MAS MES MH N N/C NO O/H OR PB PK PL PLS POB POC POL PRC PRM PSM PVC RCB RCP RLS R/W S SAN SA# SIR SIR (w) SPKD SQ SR ST STM ST# S/W IBM TOB TOS TRAV T/C (TYP) UC UE UG UR UT UW U/P VCP W W/ WM WPP r~XX ~~l ~ ABBREVlA TIONS DENOTES ADVANCE DRAINAGE SYSTEM DENOTES ASPHALT DENOTES AIR CONDITIONER DENOTES BUILDING DENOTES BOULEVARD DENOTES BURIED TELEPHONE LINE DENOTES BACK OF CURB DENOTES CABLE TELEVISION LINE DENOTES CAST IRON PIPE DENOTES CENTERLINE DENOTES CHAIN LINK FENCE DENOTES CORRUGATED METAL PIPE DENOTES CONCRETE DENOTES CONSTRUCT DENOTES CORNER DENOTES CLEANOUT DENOTES CONDOMINIUM PLAT BOOK (PAGE) DENOTES DIAMETER DENOTES DUCTILE IRON PIPE DENOTES DRIVE DENOTES EAST DENOTES ELEVATION DENOTES ELLIPTICAL REINFORCED CONCRETE DENOTES EDGE OF PAVEMENT DENOTES FOUND CONCRETE MONUMENT DENOTES FLARED END SECTION DENOTES FIRE HYDRANT ASSEMBLY DENOTES FOUND IRON ROD DENOTES FOUND NAIL DENOTES FOUND DENOTES FOUND NAIL & DISC DENOTES FOUND OPEN-END PIPE DENOTES FOUND PINCHED PIPE DENOTES FEET DENOTES FACE OF CURB DENOTES FLOW LINE DENOTES FOUND X-CUT DENOTES GAS LINE DENOTES GRATE ELEVATION DENOTES GENERAL TELEPHONE AND ELECTRIC LINE DENOTES HIGH POINT DENOTES HIGHWAY DENOTES INSIDE DIAMETER / DIMENSION DENOTES INVERT DENOTES LEFT DENOTES CORPORATION LICENSE NUMBER DENOTES LICENSE SURVEYOR DENOTES MASONRY DENOTES MITERED END SECTION DENOTES MANHOLE DENOTES NORTH DENOTES NO CAP DENOTES NUMBER DENOTES OVERHEAD WIRES DENOTES OFFICIAL RECORDS BOOK (PAGE) DENOTES PLAT BOOK (PAGE) DENOTES PARKER KAYLON NAIL DENOTES PROPERTY LINE DENOTES PROFESSIONAL LAND SURVEYOR DENOTES POINT OF BEGINNING DENOTES POINT OF COMMENCEMENT DENOTES POINT ON LINE DENOTES POINT OF REVERSE CURVATURE DENOTES PERMANENT REFERENCE MONUMENT DENOTES PROFESSIONAL SURVEYOR AND MAPPER DENOTES POLYVINYL CHLORIDE PIPE DENOTES REINFORCED CONCRETE BOX CULVERT DENOTES REINFORCED CONCRETE PIPE DENOTES REGISTERED LAND SURVEYOR DENOTES RIGHT-OF-WAY DENOTES SOUTH DENOTES SANITARY SEWER LINE DENOTES EXISTING SANITARY STRUCTURE DENOTES SET IRON ROD 5/8" LB 6668 DENOTES SET IRON ROD 5/8" LB 6668 (WITNESS CORNER) DENOTES SET PARKER KAYLON NAIL & DISC DENOTES SQUARE DENOTES STATE ROAD DENOTES STREET DENOTES STORM SEWER LINE DENOTES EXISTING STORM STRUCTURE DENOTES SIDEWALK DENOTES TEMPORARY BENCH MARK DENOTES TOP OF BANK DENOTES TOE OF SLOPE DENOTES TRAVERSE POINT DENOTES TOP OF CURB DENOTES TYPICAL DENOTES UNDERGROUND CABLE TELEVISION DENOTES UNDERGROUND ELECTRIC DENOTES UNDERGROUND GAS LINE DENOTES UNDERGROUND RECLAIMED WATERMAIN DENOTES UNDERGROUND TELEPHONE LINE DENOTES UNDERGROUND WATERMAIN DENOTES UTILITY POLE DENOTES VITRIFIED CLAY PIPE DENOTES WEST DENOTES WITH DENOTES WATERMAIN DENOTES WOOD POWER POLE DENOTES DESIGNATION NUMBER DENOTES FIELD DATA DENOTES CALCULATED DATA DENOTES PLAT DATA DENOTES RECORD DATA INVESTICA 1E BEFORE YOU EXCAVA1E SAND BOUNDARY CALL LOCAL PUBLIC U TILlTY NOTIFICATION CENTER TOlL FREE 1-800-432-4770 MIN. 48 HOURS BEFORE YOU EXCAVATE Section 17, Township 29 South, Range 15 East, City of Clearwater, County of Pinellas, State of Florida 0 EXISTING STORM MANHOLE [I] EXISTING ELECTRIC IBOX @ EXISTING ELECTRIC IMANHOLE 0 EXISTING GAS VALVIE 8 EXISTING GAS METEIR 6 EXISTING SIGN e EXISTING MAIL BOX 0 EXISTING SURVEY C10RNER @] EXISTING TRAFFIC BIOX * EXISTING CONC LIGHT POLE * EXISTING LIGHT POST (2) EXISTING CONC POWER POLE '"lli EXISTING METAL POU " EXISTING WOOD POVNER POLE @ EXISTING WOOD POST E- EXISTING GUY WIRE co EXISTING SANITARY CLEANOUT 0 EXISTING SANITARY MANHOLE 0 EXISTING BUSH ID EXISTING BOTTLE BRUSH 19 EXISTING a-JINABERIRY <C> EXISTING CITRUS a EXISTING a-JERRY LAUREL t::;j EXISTING EAR '\l EXISTING EVERGREEN + EXISTING OLEANDER 0 EXISTING LUGUSTRUiM 'i'l EXISTING JACARANDA Q EXISTING MAGNOLIA -a EXISTING MAPLE 0 EXISTING OAK * EXISTING PALM t;,. EXISTING PINE '\l EXISTING HOLLY X EXISTING CAMPHOR ~ EXISTING CEDAR ID EXISTING SWEET GUIM 0 EXISTING BAN YON !II EXISTING TELEPHONE BOX CD EXISTING TELEPHONE MANHOLE III EXISTING BACKFLOW PREVENTER tJ EXISTING FIRE HYDRANT I:;jJ EXISTING WATER METER ~ EXISTING REClAIMED WATER METER ~ EXISTING WATER VALVE 181 EXISTING REClAIMED WATER VALVE 't:1 EXISTING SPRINKLER eSv EXISTING SPRINKLER VALVE ~ EXISTING CABLE TE LEVISION BOX (D1 ) (L) ~~ ~~. i- 25.2' DENOTES POINT OF ELEVATION DENOTES CALCULATED DIMENSION FROM STRUCTURE TO BOUNDARY / RIGHT-OF-WAY LINE KEY FIRE STATION & TOPOGRAPHIC SURVEY DOCUME~TS L~GEND DENOTES OFFICIAL RECORDS BOOK 1342, PAGE 275 DATA DENOTES LEGAL DESCRIPTION DATA DRAWN BY SKA/ JT SCALE VERT. N/ A DESIGNED BY N/A SURVEYED 8Y KK, S8 DA TE DRAWN 4/2/2001 HORIZ. 1 "= 20' CHECKED BY R M P 800K NO. 17-29-15 DWG NAME 00083061.DWG 2 01 l/1.q- t"-m ~~ o I -om .- 1"1 ~ l/1 ro G:,--.. ~ .: ~ (!) alt"- 0-""- ~ ~ Q) \....;= o E al ,_ U ~ . 0 alL. o 1"1Lf'i ala :'::~ ~I .r;) ~l/1 mr:::- alN ut"- 0-""- Q.. Q) c .::,(, 0 \......c o a.. Q.. Q) 00; roI- l") c 0 .Q -0 -<J .- o \.... N..2 'i:: lL. 04- :50 ::J al -<-<J 4-2 O(f) Q) -<J o u 4= :;:; \.... al () ~ f;l.) f;l.) .C:: ~ ,GJ O-b '_ Ci) Z~ ~ -::::JQ .. g. a..~~ :::>~ O '-. \) ;>-: ~c:: o:l a: 13 0 ~(J~~ ~ . R < W ~ ~ 0-. Q.) '-. ~mc::~ 0:: L- c:: V) O-.r-o Q . ~ Q.) f;l.) .c:: ~ GJ w.....Ja:: ~<(w <(zo.. -0.. LL~<( O~~ ~oo wwZ f!:I<( I-IY: Vlog ~ZW ~<(~ uw::> ~V) w::)o II-w I-<(V) ~Zz 0~t3 I-V):J ~w<( OIO 0..1-- W IY: ~I-g ::)lJ... 00<( ZI <(1-lJ... 0..::0 <(o-<(V) ~>8 ~I-v) ::>0:(( V)ZIY: VlO I-~ ~- 0c;Q o..::r: wO ~IY: 0.. ~V) 0- V) V) o..W <(~ ~<( 0.. >- ~gs gj~ V)IY: 0<( 1-0.. 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If ft)C;> ~'" ---+~-+_l>>'-.:...+o'~'? vault, el=6.74' 0)1 lfJ I'O'? ~ _ _ _ _ _ _ -+- _ _ _ _ _ _ _ _ _ _ -'+- _ _ "> 'O!> "1. -+-. lOT- --r _,~ t<"'a.. ~\I ---------f------- -----t--~ ~--..tJ o' .....~">'''>~ '1.0: -- o' - _ ~'0'O ~ .'> ~ _ II ~ ~ - '0 '\ 0 ~ FIR 1/2" RLS LB101 ~~ ~ _ (J) st1 _ ,,",," 'O"Yb/c tie l!J - - - -+-::\- -+ + ,,9 SE COR. CPB 118/90 --r..::.: +~ ::.. _ _ _ _ _ _ _ ~ ~ _ =fr= =; _~ ~_ = - - -==- - _ = = = =:;; ,,>. ~ ,,>, 19.3~ []~ 1.1- - - ~~ o~ -+- ",if) ~'--I ~"t:L '",. 'r ,~. .'~rr; ,,{J"if .j -- - - -- -=- lr - - - -~ - ;:!:-;;.O:~ ~ ~.~~... ~ -+ .~. """ '1)'9 ~ ill II ~ 'o'>~ .... ........ ........ --:::; ~ ~ ~ '= = = = = == Il~ IQne $lrip~ (lyp) ~. Je - y - '>P' 'f ,w. .pll~ '0' II ! I Jlr-__~ - -,.- ~- ~ . .. <)1 ~ <r: o I 40 J w Z --.J 10 20 -- I U f- <{ :2 ---- -- __ --\\1\8 -- co{\o9'f , __ -tre8 ". ,.,.,......-- ,.,.--+ __-- 10" __~ 'V5"..f5"B" /'" 'V __.if 'V 8 'V 1 (f- 1 0" ./ -- 'V ./ ./ .....J - -<J 7" 7" 'V 8" i8" ,~ ./ -'V 12" 12" - ....+ /' ~~ _.if __-- ./ A::1 - -- ./........ -- ././ ........~ ~ --- / ........ 'V - /........4 ~)--- ~':-- ........"""" ........ " ........ ..,......yV / 'V 4-"; ; " ,,>' + o / ,,>":- + 'V 5" I \ir\e I 'V 4" \ree..;.o~'f- - -' 1------ / / ........~~8 .....-: -6cJ'09 /1.188 -<J / ~---~----- // ~ ........"""" " // / --- ........ \". n."".4 .--;. -- rQS at .,t:S ( / _ ~.,"'/ 8' ~ g.:. -- IOS ~i'i't." [jl.O...... I v - -t4 ~ 10~ _ __ /' ~~~1.\\..\~.t Of \-'~ "J_ "J t<'Y - - 'o::T 12' __ ~\O~ I>o.\-,O Y - - I ~. - -v-- - V- - -V _ ~ >" \-'\\' _ - --r I ~ ,,- - "J~ -- - - /,;~;;................ ~'? :nd of pipe / ~ t"'~----+-'1.-:---p el n ell a Q." r:-o-uI.OS-n--t-y Son"J~ ; cl'oq '-... -......-.J::-, Ie n=1'Z7 / ~'- U U /,l' _.if ~~- "J~ \ I -- -- -- ;...s -<J - "<t\ I t"J~ , __ -- -- t>- ...., 14" -- ,'\ 1 ",. - P-- " I. ~":-.....J ",? _ _ --+-:': '0 \ ~ \ "'~ -- -- ~ -- / r ..+- lOS ---, \ ~ 1 '" - --+- I>- -- o /; /'........ I t< ~ 1&o--erc - - ~""- - - - .D- _ -f>'<:J-lB'-" /') ./ I" \ \ - "J") ~ - ..L:--- - '" end of pipe /' V tol PEPPERS ...+ \ --- ~ - .D- - - ~ ie s=-O.23'(24"rcp) ----...: r ~\v.2\LI'" ,./ / \ \ end of pipe ,/ _____ / ~ "J" 0 75' '0 I) '0 - - /' ~-.-J ~ t,p' ..... \ + Ie s= ,"J' t<. ..,. -- _ ~~ J- " - -E1' - --,- '-\....... + + - ---+,;.- _ _ - - - - -~ - -' !:i;i1-8" -+- - -\- "> \ ........ - - -=- - - - - ~ \' ..,......... - -- st6 _ _ _ _ _ - - -::= -::=21-,r92- _ - - - - ........ \ "J"? - ..b- ----- _____ tree conop.L\\~ - - - - - - _,,_ ----..- _ -::= = _ _ _ _ _ _ - apparent fcm Itt RElm ~ 0 ~ _ --F - --^- \ '---- -- - - - - 17/29/25/00000/320/0000 t ~ ...!SP.J-l-- - roots system, unable........ "J._ .D- - ...-I o to recover~........ " -- -- '0 ,,'V -- + t<. ~. + *' CLUSTE~ ........ ........ tree c~oeLli~ ~ -- -- CLUSTER ~ Sir ('41) - - - - - Q. 4' elf 83+50, 100'LT (D1,L) ~4- '- + t<'> air (w) ~ 5.00' fance, witness NO.1 cor pol W 0.2' ' ~':- + ...~ ,...... + ....J "'-/ b II) .,? + I 'V 4"/ ~___J 'V 6" "V~ --+ *12" -- 'V 14' <;J 10" "J~ + - \ - / \ / \ _ tree ~nopy ~e.-/ / - 'V ';, <\] 8" 'V 12" Park Key *8" /\ // \ / // \ ......-/ \ \ \ \ " '- "J. -+--- ~'Y + 'V 18" ---- tre!,.2o!)5!?tJ}n!- - - - --- POCo SW CORNER, SW 1/4, 17-29S-15E st6 grate inlet ge=4.22' ie n=-1,11'(24"rcp) ie s=-1.09'(24"rcp) "J"? + -- "J~ + "J"? + ~~ 12" * o ,2'- * *12" 'V 24-" 'V 18" *12" 12' *'2" NW R/W(D1) 300,OO'(L,C) N42'13'31 "E(L,F) 8+ ...) 0- -0- 0-= +~ "J' +", t<. ~" +", ". 10" * 10" * + ... .... 10" * ,fh ~~ tbm 2, n bol t top of fire h ydran t, el=6,B1' 10" * 10" * 12" * 10" * 10" * t< ,,>' + , 8'11- ~. VACANT ,,>'9 + ">~ + ,,>'9 + ">~ + ~'?> + o~ + 10" * SUBJECT PROPERTY AREA = 15,000 SQ FT OR 0.344 ACRES, MORE OR LESS ,...... ..- o ....., b a ,...... 25 "'-/ '0 a *CLUSTER *CLUSTER ~ + . o"? + . . ."- o' + 12" "~ 'V 24-" t< O' -1" " "'?o . '0' + 542'13' 31 "W(L,F) 30Q,00'(L,F) ~. IQ~ I " ~ -t- qspholt rood, width varies 'V B" 6" 5" 'V 12" s" "Jk -+- *12" * 12"* 6" 8" *12" ",'? + ~'> + + st4 curb inlet ge=5.S1' ne (pitched ie n=-4.90'(24"rcp) ie e=-4.97'(1S"rcp) ie s=-4.72'(24"rcp) grate) fence S 0.7' E O.J' (cm 4"x4" wi fn&d (illegible) 86+50, "J'? + st3 curb inlet ge=5.S3' nw (pitched ie w=-4.61'(18"rcp) grate) 1 OO'L T (D1,L) ,'> + <\] 12" 10" 5" 5" "'~ + r-.. u... Jr-.. '--" lL. W - = -.J u 01 '-" ~('.jo '(00 -.;t , . 0 1"-1.0 -.;t U'l ,,>'> + fcm 6",6" (broken) '411 fir 86+50 3/4" I 50'L T (D1.L) '? '} + ~~ + ~~ ~ +0" o -,- - -- - - --+ ''0'' .....,. '0' O---'--~----'-+ II) . ...... ..... . ...... --+ - ~, ,,>' .v '0' -ct II Q ~. ~ II . ~ ').-.,. ?''''. . ~"S type 'f' curb ~"'. (S~L~ . . <. ~q; ">.---t-- -- - -~- -- -- ---- -+-- --c..--....-+-..:- - - ---- ~~ _ =- ~ ~ = <= = = ~ ~ = = = ~ = =t: .-F= = =:;; ~;;;;;:; ==- = =:;; = -= = ~'[1 -;,p -----------------'1 - - - - '\'}. ,,' # f}' ~ '1);1, ,,>. ..p '0' o' r~"}.1 < ~ ,C) '0,,:-' - +'0:'- - - -+-;~ - -+- --:-- - - - --;- - " 'o'..-J- - 'O? I -"" ,,>rfJ> - -1- :\ c~ ...:= - - - -+- '- - - - - - - - - - - rl '0 ~ .... '0'" -+- - /VIoI) '0' - -- ....'J, I I ~~'O "r ,,>' ~":i ">~ - -- <00 OJ' c~e~'-+- 0'> st2. ~ _ .- _ _ -+-- ,,>+ -;+-,,~ '0' ~ - curb Inlet I <:P ,,':- ~~ fJ'~ _ - -+ ge=5,69' nw (pitched grate) -t-!" _ - -=- - -=-- - -+- + -+- _ ie w=-3.54'(18"rcp) ~ ~. ';)\> 'I)'" ~ ~ ... !) ~ o>><.lit ~ ,;>"" ~ '0,. ~.. . .""0'. .. ... . .. ").i ....." a.. ~...51 .. . . 'I' 'Y ...... '07 '0' . '0: . . . _ _ ~. _ _ _ .,-- --"- '-- _ _ _ -+-- - - - ---+-' - - = = + = - - - -+- ..;....;,. - -..;....;. - - ----- + - - - _...l.YP...!:..'( curb . . 0'. o~ :: ,~ ___ ~ ~_ _ _ I~..~~ .. ',: ~"'- - - ~- =:: +'.~ - ;2= - --::;;- I . -:: -:;;;;:;;;;: - - == ---+- ~ '" ~="'~ ~ =~ -= ~= '" ~ = = ~ ~~ ~ '" = ~ ~ ~~ = ~~~= = = = = = ~= = = = "-+- - - - - - --:;;;;: :: ~'-+ -::- # c 1" ",'" ,~O~ ~ qJJ S 0'0 'O~ ~~OB,"nyc"''' ...,'" ,,'Y ,,'? --- -~'----~---~'----~'---------~ ~. -."", _ 10' '0' _ _ '--J" ~r),\-- .1- _ ' . ~ ,.g;,;c=*,-= _ _ ~ _ _ _ _ _ -- -b _ _ ~ - -. -. . ...,,--- " . .. .(\ . . "J . "> . . . . 1 . - - .,-- - - - ---., - - - - .,-f- - - - - - - 'U ~_-+-:-_--------~-----_----1:---~-=-~ . ~~..<==_._~====-.--'--~-~-'----':---.. 'l\r-. 8 pvc.--'. . ....7" . . ..."\i . ...,. . ' "~ '.5' I . .,.."\. ... ----,---.-+,.. ... . . Q ., . . ~. .' <> sa2 " d>' "san... - - .- - - - ~ ~ -:- - - .-. = = = ~';.Ir. == = -1." .,' . .,' .... . ".. . cone ~ '41 .... . .. '0'" ,. ,_.":i .. .. _.'!) , ,5'conca/w 'O':J,.. ,\'. . . ,\..' +.. .' .' _-'---- -'---________'-.:._---'<-~I~a+l-----+--'----+------+----'------..;....;,--+------'----.-------~--+-.o.. .' . . O' 'U , .... . . --,---,-. ,_ _ -' - - - - - -.- ..asl ."" - - - - - -- . -+ ____ -1- '-- _ --' _ _ _ _ _ _ --j.:- _ '-- - - - - - - - --+- - - - - -,-- - - - - -r - - ,,'9 ,\1' 11,,7 - - - - - ~llc 0.0 '<xl IIUl J.L. 502 san mh rim=6.98' ie n=-5.07' (8" pvc) ie s=-5.18' (8" pvc) sa3 san mh rim=7.36' ie n=-4.93' (S" pvc) ie e=-4.88' (8" pvc) ie s=-4.12' (B" pvc) ADD TO OFF SITE TOPO (DATE = FIELD EFFORTS) REVISION SKA 5/21/2001 ",'''0" " .... / -{ S E.A L'>>'.... "'--_ ,\ ~ 0/ ~ ~ (j I ~... ~ ,\ I~ ~ ~ '0..... ~ , .......,...... <:l:, ...,...........,...... 0' ...'.............,...... --, ... \''': .......,...... /1.. \ ~ "1A\ 0- ,\ - . 1"'4; v \' --- ~rER ~ ,\ ...... ' "~I ,,,,,,,,,11" PREPARED FOR: CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENG INEERING 100 S. Myrtle Ave, Clearwater, Fl 33758 CALL LOCAL PUBLIC UTILITY NOTIFICATION CENTER TOlL FREE 1-800-432-4770 MIN, 48 HOURS BEfORE YOU EXCAVATE ~ INVESTlCA TE BEfORE YOU EXCAVATE SAND BOUNDARY KEY FIRE STATION & TOPOGRAPHIC SURVEY BY DATE DRAWN BY / SKA JT SCALE VERT. N/ A DESIGNED BY <{ w Z --.J I U f- <{ :2 N/A CHECKED BY RMP BOOK NO. SURVEYED BY HORIZ. 1"= 20' KK, S8 OATE ORAWN 4/2/2001 OWG NAME 00083061.DWG 17-29-15 Ol lJ)-.,t "'Ol ~~ o I UOl .- 1"1 ~ lJ) ro G:,...... (Q '" (Q .: C\l (Q w", ~ '"' :g ~ w ... - o 'E w ._ G ~ . a Ol.i.. o 1"1L1'i wO ~~ ~I .r;) ~lJ) mR wC\l u'" a'"' 0.. w C ..:::,{. 0 ....r: o n.. 0.. w 003 rol-- 1"1 c 0 .Qu ~'C NE 'c l.i.. 0,,- :5 0 ::J Q) ~+-' .....2 O(,() Q) +' o u 4= :;:; ... W U ~ (1) (1) .c:: ~ ~ 0210 Z:-:::: ~ ....... Q) -~ Q .. g. a..~~ ::> ~-,... 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FS 013001 JOB NO, 0008306100 SHEET NO. 3 OF 3 ..., c v E ill C11 ~ !'lj ~ ~ 0' d: · (J'\ ~ C i~ i~ O. v ~ r TRUSS BEARING 36'..{)" I I ~ ~ ~ ~ ~ SECOND FLR EL 26'..{)" r.J' '" ~~'" S ~ ~ l...J - OJ 1.1'.- 3 C \} \J"\ .- ~.5O:b ~u.,,--O~ ~j~~& R~~~~ I'" ~ ~ ,,;;; ~8 ~:3 ~'5 1a ~g <'J Ltct I STUCCO OVERHEAD OORS SPUT FACE CMU SPUT FACE CMU S T FACE CMU OVERHD DOOR FIRST FLR EL 12'--0" RETAlNIf\JG WALL SYSTEM I~ APP BAY FLR EL 8' ..{)"' NORT~IWEST ELEVATION SOUTHWEST ELEVATION SCALE 1/8"= 1 '-0" SCALE 1 18"= 1 '--0" -----[ ~. ~-~~~ ~~~~- - ~ -~~~--~~~ IITI1lI r ~rl~tl . ~ fJ.~ ~~~~-_ LU~HtHTI lJJJllU ~I --l rll-=:::~ lttHIll ~ < ;/ i II Ii' I / :::~' // =ltYffi~ J > D Ii / I' / ! / ~-- ~~I: IDRf Ir~'" 1/ II 1\ II II ~ ~ ~ ~ <' I' TRUSS BEARING 36'--0" TRUSS BEARING 36'--0" STUCCO SECOND FLR EL 26'--0" SECOND FLR EL 26'--0" c==: A I " W ~r[[[[111 IIII ~r1l1 II flIrl~t- STUCCO .J II V1 Z o ~ :> w ..J W ~ o - C!: W ~ W ~ . o ~ en u.. -.J :J ~ L o C!: LL [( I- Z w ~ I- ~ w o w :J lJ VI w 0 ~ ~ W ~ ~ ....J - :J u.. 0 en . ~ ~ W :J ~ ~ ~ ~ ~ -' d c{ U'\ - uJ Z W:: ..J 0 9 U i= L.l.. ~ ri LL V\ UJ o ~ ~ ~ ~ ! 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"1,'; '\ ,-\" V '\ 't::-/ k _ --~-~-~-===---~=---:::==-==--====:::~--===_~ ------ _ J ~ . ~ · ( ~~-__~__~~~-=-:.~~=-===::-~_____ I ~ .--.----- ------- --~--- - -- ----------.------ ---- --- ---------. ---..-"------____ ------------_.---l ------~ GAlE 5-1 6"'() 1 REVISIONS ------ 11 o L-L._ nJ_ ~ ~ }>A~ 7/ i r=-_ . _'--111 <;;:-- - fJLf ~_n' FJ C 210 !---./ B o J- Q6-0 Er~sr-)-l -L -I ------~~~-~- - ="=~~===~~-- -- ~~- :": -----= ~---=.:::.::....--.--::::.-~-- -~-----=-=====-=---=---~----=--=----=--=----=====---==---- --:::::...~~~~~ -~-~ --::::::::::=.:::~~ --~=:~------- -<::::~___ --~-=~~~~-;:;~~~~~~'O~;::'==~~~.~__-~~-_ _____~_ ._-___-- ------.:::::~:.:::::--=:::::===--- .------ - - - -':-. - ------- ----- --=-==-----========.:-----===------- -- -- --- - .=-----=="==,o:,='==-"-"-=o:o:,-=:=-=-~=====:::.:::c:__=::.:o:=- ..:--::..-::.===--==----=====----====---.=-- --------- --- INDEX OF PLANS SHEET # C-1 C-2 C-3 C-4 C-5 SHEET DESCRIPTION COVER SHEET GENERAL NOTES DEMOLOTION PLAN SITE PLAN PAVING, GRADING, & DRAINAGE PLAN UTILITY PLAN LANDSCAPE PLAN SITE DETAILS DRAINAGE DETAILS UTILITY DETAILS LANDSCAPE DETAILS C-6 C-7 C-8 C-9 C-10 C-11 jJ o o ~ o . J J D DUNEDIN ~ s~ D RGINI I- - , (, "' ....,...-, ,_I, U '- , """"'- " I.' '- f """"'- ""', ~, LL o >- C\.ll'-\,.E.~-R NOR 11;SIDE:_DR '" vl ~ 5.1'1. 580 r\.... rtJ~\~ ~ #~ z ~ '" ." '9~ l'''~~^' ~RD Sj_E EN TERPRISE.......'<' o ~ < w w " ::J ~ ..J j Cl '" ~ VIRGINIA ST < iJ ~ < "- UNION ST w z w w " SUNSET POINT RD J ~ \ !:I! Q : i i2 J: ~ DREW ST CLEV1:LAND S T J'~ ,.1\ 6'0 U :t COURT ST GULF TO BAY BLVD ~ < ~ ~ ~ DRUID RD ~ S < < LAKEVlEW+RD Cl w ~ ~ is J: ~ @ !:I! ~ < ~ ii: ::J Cl ~ j w z w w '" NURSERylRD BELLEAIR1RD LARGO -,..,.........._-~.,"" Cl '" '" is ..J W '" Public Works Administration '1I1.,'111',~ "", ~~ ~.~ ,,' ~~ E..... ~ -' -t::- .........~ f:.c:% . .-":-_,"01 .~".'. ~ .~'. L~ ~ :; ". ..~ ...;t~' "Ii' ", ~. .... ~.!{! : ",,~,-,;~,~,', ,.A't- -. ::,,-- . ~ ~, ~"'/d~';~).v-'....-J,". . ~.!:- ~....~...,' 'J~,:' I ..j" . t!. , ..' t .t .,,',rel )iC,',j/f, ......... f"h v . .-. .,' " t~::~~'I,t~ J~ ,f J. .' .... ".. ~c ~ ~ ~~ -.~ ~ ..~ ~##"'I.lI"~IJ Sand Key Fire/Rescue Station 51 CIVIL ENGINEERING PLANS Section 17, Township 29 South, Range 15 E TBE Prof-eet No_ 00083061 9~ , ~ " Cl Z < ...J S.R. 580 J t1l SUNSET~POINT-RD \" ~. ~ " J: U < Cl U :3 o ~ "- ~ J: 5.1'1. 60 Cl '" '" W J: U g ;?! vi ::J 'Y-</. ~1< '-BLVD v-r- MAIN ST 5 1'1 590 / DREW ST "j/ PREPARED BY TBE GROUP, INC. Engineers. Planners. Subsurface Utility Engineers. Surveyors and Mappers 380 Park Place Boulevard, Suite 300, Clearwater, Fllorida 33759 Telephone (727) 531-3505, Facsimile (727) 539-1294 Certificate of Authorization: LB 6668 State of Florida CITY OFFICIALS Brian J. Aungst Ed Hart Hoyt Hamilton Whitney Gray Bill Jonson William B. Horne II Mayor Seat 1 Commissioner-Seat 2 Commissioner-Seat 3 Commissioner-Seat 4 Commissioner-Seat 5 Interim City Manager Mahshid Arasteh, P .E. Public Works Administrator Michael D. Quillen, P.E. City Engineer S~APPROVED CASE #_B-~OI.OS-~ '" CASE TYPE _. - DRe DATE _~'I$"Vf ~. COB DATE - SIGNATURE _dZ----~ DATE /{ . 7. '0 f Approved By CITY ENGINEER MICHAEL D. QUILLEN, P.E. # 33721 Date Approved " .~:--- ~ c-:=::,;-;: "'r~- -----...A 1IIr..." .-.._....-.....- _...... ()~ ^'- :"'''j;~ ,-- .:,,} 0 n i,: '" ) (-::: (' .. -( '.J fl. r~~_ ..... .~.. ~.,) 1---- 5{:,.1 i:.' :.:)j ,-:;:: .... I . ~,",_, rii~:" -- ;:JJ-~ GliiJ. ~ -7.:.-.-......._~.:,~~.:_ en ' ....---:.:::J --.....:.:.:. -'- m! - ~ -" _.. -~-,--". -.,.--..;... :..'-,!:, '""'-, - -- - GENERAL NOTES TESTING REQUIREMENTS 1. ALL WORKMANSHIP AND MATERIALS USED IN THE CONSTRUCnON OF THIS PROJECT SHALL CONFORM TO FDOT .STANDARD SPECIFICA nONS FOR ROAD AND BRIDGE CONSTRucnON,. LATEST EDlnON, AND THE LATEST CITY OF CLEARWATER AND PINELLAS COUNTY STANDARDS, UNLESS 01l1ERWlSE INDICATED. 1l1E MORE STRINGENT SHALL BE APPLICABLE. 33. WATER/SEWER CLEARANCE REQUIREMENTS VERnCAL CLEARANCE AT CROSSINGS: GRA VlTY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERnCAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF 1l1E UPPER PIPE AND THE CROWN OF THE LOWER PIPE. THE CROSSING SHALL BE ARRANGED SO THAT 1l1E SEWER JOINTS AND WATER JOINTS WILL BE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY lWO JOINTS. WHERE THE MINIMUM 18 INCH SEPARAnON CANNOT BE MAINTAINED, THE SEWER SHALL BE CONSTRUCTED OF DucnLE IRON PIPE (DIP) FOR 20 FEET CENTERED ON THE POINT OF CROSSING. HORIZONTAL SEPARAnON BETWEEN PARALLEL LINES: GRAVITY SEWERS SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISnNG OR PROPOSED WATER MAIN. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. IN CASES WHERE IT IS NOT PRAcnCAL TO MAINTAIN A 10 FOOT SEPARAnON, THE WATER MAIN SHALL BE INSTALLED IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AND AT AN ELEVAnON SO THAT THE BOTTOM OF THE WA TER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, AND THE WATER AND SEWER JOINTS SHALL BE STAGGERED. NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARAnONS AS SnpULATED ABOVE, THE DEPARTMENT OF ENVIRONMENTAL REGULAnON (DER) MAY ALLOW DEVlAnON ON A CASE-BY-CASE BASIS IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER. APPROVAL FOR THE DEVlAnON MUST BE OBTAINED PRIOR TO CONSTRucnON. EROSION AND SILTATION CONTROL 1. COMPACTION (DENSITY TESTS) - BACKFILL SHALL BE TESTED AS EACH LIFT IS PLACED (12" MAX.) FOR EACH 100 LF OF PIPE TRENCH OR 2,000 SF OF SURFACE AREA ON-SITE. TESTING WlmlN GULF BOULEVARD SHALL COMPLY WITH PINELLAS COUNTY AND CITY OF CLEARWATER TESTING FREQUENCY REQUIREMENTS. 2. 1l1E LOCA nONS AND SIZE OF THE EXISTING un LInES AS SHOWN ON 1l1E PLANS ARE APPROXIMATE ONLY. HOWEVER, THERE IS NO GUARANTEE THAT ALL EXISnNG FACILlnES HAVE BEEN FOUND OR SHOWN. 1l1E CONTRACTOR IS FOREWARNED TO ASCERTAIN AND DETERMINE PRECISE LOCAnONS PRIOR TO EXCAVAnNG. THE CONTRACTOR SHALL BECOME FAMILIAR WITH ALL VOLTAGES CARRIED IN OVERHEAD OR UNDERGROUND unLlTY SERVICES. NO CLAIM FOR EXTRA COST SHALL BE MADE AGAINST THE OWNER OR ENGINEER AS A RESULT OF THE AFOREMENnONED APPROXIMAnONS. THE CONTRACTOR SHALL LOCATE EXACTlY ALL unLlnES THAT CROSS THE PROPOSED UTILlnES PRIOR TO CONSTRucnON. 2. A MINIMUM OF 2 LBRS SHALL BE PERFORMED ON THE SUB-GRADE AND BASE FOR EACH 20,000 SF OF PAVEMENT. 3. ONE GRADATION AND EXTRACTION SHALL BE PERFORMED FOR EACH 20,000 SF OF PAVEMENT. ONE CORE SHALL BE TAKEN AND MEASURED FOR EACH 15,000 SF OF PAVEMENT. 4. FOUR TEXT CYLINDERS SHALL BE MADE FROM EACH LOAD OF CONCRETE USED IN mE RIGID PAVEMENT SECTION. 5. SUB-GRADE DENSITIES IN THE RIGID PAVEMENT SECTION SHALL BE TAKEN FOR EVERY 1,000 SF OF SURFACE AREA. 6. IN ADDITIONI TO THESE REQUIREMENTS, FULL COMPLIANCE WITH THE GEOTECHNICAL REPORT PREPARED BY DRIGGERS ENGINEERING SERVICES INC. IS REQUIRED. 3. ALL ELEVAnONS ARE REFERENCED FROM NAnONAL GEODEnC VERnCAL DATUM (NGVD) UNLESS 01l1ERWlSE INDICA TED ON THE SITE SURVEY. 4. 1l1E CONTRACTOR SHALL NOnFY 1l1E ENGINEER, OWNER, CITY AND COUNTY INCLUDING ALL unLlTY COMPANIES AT LEAST 48 HOURS BEFORE BEGINNING CONSTRucnON. CONTRACTOR SHALL CALL .SUNSHINE STATE ONE CALL. 1-800-432-4770 A MINIMUM OF 2-DAYS AND A MAXIMUM OF 5-DAYS PRIOR TO START OF CONSTRucnON. 5. ALL UNDERGROUND UTILlnES MUST BE INSTALLED BEFORE BASE AND SURFACE ARE CONSTRUCTED. 1. GENERAL: ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO lfHE START OF CONSTRUCTION. DURING CONSTRUCTION, DENUDED AREAS SHALL BE COVERED BY MULCHES SUCH AS STRAW, HAY AND FILTER FABRIC. ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT mAPS OR HAY BALES. THESE SHALL BE MAINTAINED AND MODIFIED DURING THE CONSTRUCTION PROCESS TO MINIMIZE DOWNSTREAM SILTATION. WHEN CONSTRUCTION IS COMPLETED, DETENTION AREAS WILL BE RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND BE RE-SODDED TO PROPERLY DETAIN THE INTENDED STORM QUANTITIES. 2. PROTECTION AND STABILIZATION OF ON-SITE SOIL STOCKPILES: FILL MATERIAL STOCKPILES SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH STOCKPILES MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND mE EXPECTED lENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL ANY UNSTOCKPILED MATERIAL REMAIN AFTER THIRTY (30) CALENDAR DAYS. 3. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. 4. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING BODIES OF WATER, MUST BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM DISnJRBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH SYSTEMS SHALL BE FULLY OPERATIVE BEFORE ANY OTHER DISTURBANCE OF THE SITE BEGINS. EARTHEN STRUCTURES INCLUDING BUT NOT LIMITED TO BERMS, EARTH FILTERS, DAMS OR DIKES SHALL BE STABILIZED AND PROTECTED FROM DRAINAGE DAMAGE OR EROSION WITHIN ONE WEEK OF INSTALLATION. 5. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING FROM THE SITE SHALL BE SODDED WITHIN THREE (3) DAYS OF EXCAVATION. 6. UNDERGROUND UTILITY CONSTRUCTION: THE CONSTRUCTION OF UNDERGROUND UTILITY LINES AND OTHER STRUCnJRES SHALL BE DONE IN ACCORDANCE WIT1-~ THE FOLLOWING STANDARDS: A. NO MORE THAN 500 LINEAR FEET OF TRENCH SHALL BE OPEN AT ANY ONE TIME; B. WHEREVER CONSISTENT WITH SAFETY AND SPACE CONSIDERATION, EXCAVATED MATERIAL SHALL BE CAST TO THE UPHILL SIDE OF TRENCHES. TRENCH MATERIAL SHALL NOT BE CAST INTO OR ONTO mE SLOPE OF ANY STREAM, CHANNEL, ROAD DITCH OR WA TERWA Y. 7. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT AND/OR REPAIRED AS REQUIRED. 8. EROSION AND SILTATION CONTROL SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 102, 103 AND 104 OF THE FDOT, "ROADWAY AND TRAFFIC DESIGN STANDARDS". 9. REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR FAILURE MAINTAIN THESE EROSION CONTROL MEASURES CAN RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS AND/OR PERMIT REVOCATION. 10. THE CONTRACTOR SHALL BECOME FAMILIAR WITH AND COMPLY WITH ALL REQUIREMENTS OF THE EPA NPDES PERMIT FOR THIS PROJECT 6. IT IS THE RESPONSIBILITY OF 1l1E CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO CONTROL AND PREVENT EROSION AND TRANSPORT OF SEDIMENT TO SURFACE DRAINS AND TO DITCHES DURING CONSTRucnON. SEE EROSION AND SIL TA nON CONTROL NOTES FOR ADDITIONAL INFORMA nON. 34. 1l1E CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING OF ALL SANITARY SEWER MAINS AND WATER MAINS IN ACCORDANCE WITH CURRENT CITY OF CLEARWATER STANDARDS (LOCAL JURISDICnON). CONTRACTOR SHALL NOnFY THE CITY OF CLEARWATER, ENGINEER, AND 1l1E OWNER OR AU1l10RIZED REPRESENTAnVE AT LEAST 48 HOURS IN ADVANCE OF PERFORMING TESTS. 7. ALL PIPE LENGTHS ARE PLUS OR MINUS. 35. THE CONTRACTOR SHALL PROVIDE CERnFIED STORMWATER RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR PRIOR TO CERTIFICA nON BY THE ENGINEER. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES AND LOCATIONS ON ALL STORMWATER FACILlnES INCLUDING 1l1E STORMWATER POND, DRAINAGE STRUCTURES, BERMS & SWALES. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO 1l1E ENGINEER FOR THE PURPOSE OF CERnFYlNG 1l1E STORM WATER MANAGEMENT SYSTEM. 36. THE CONTRACTOR SHALL PROVIDE CERnFIED UTILITY RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR PRIOR TO CERnFlCA nON BY THE ENGINEER. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES AND LOCATIONS ON ALL unLlnES INCLUDING 1l1E SANITARY SEWER, WATER AND PRODUCT PIPING. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO 1l1E ENGINEER. 37. THE CONTRACTOR SHALL LOCATE AND FLAG ALL PROPERTY CORNERS PRIOR TO FINAL ENGINEERING INSPEcnON AND CERnFICAnON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO RE-ESTABLISH THE PROPERTY CORNERS WHICH HAVE BEEN LOST DURING CONSTRucnON, BY A PROFESSIONAL LAND SURVEYOR. 8. PIPE MEASUREMENTS ARE TO CENTER OF STRUCTURES OR FITnNGS. PIPE MEASUREMENTS FOR MITERED END SEcnONS ARE TO END OF PIPE. 9. CONFLICTS BETWEEN WATER, STORM, SANITARY OR UNDERDRAIN SYSTEMS ARE TO BE RESOLVED BY ADJUSnNG 1l1E NECESSARY LINES AS DIRECTED BY THE ENGINEER. 10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. SPECIAL PRECAunONS MAY BE REQUIRED IN THE VICINITY OF POWER LINES AND OTHER UTILITIES. 11 . 1l1ESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRucnON SAFETY. 1l1E CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR CONSTRUCTION SAFETY. 12. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULA nONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDlcnON OVER THE WORK. 13. ALL CONCRETE SHALL HAVE A MINIMUM UL nMA TE COMPRESSIVE STRENGTH OF 3,000 PSI (28 DAY STRENGTH). 38. WORK SHALL NOT COMMENCE UNTIL ALL PERMITS REQUIRED FOR 1l1E SUBJECT PORTION OF THE WORK ARE OBTAINED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE ALL REQUIRED PERMITS AND/OR EVIDENCE OF COMPLIANCE WITH APPLICABLE REGULAnONS ON SITE AT ALL nMES DURING THE EXEcunON OF WORK. SPECIFIC PERMITS MAY BE REQUIRED FOR THE INSTALLAnON OF POTABLE WATER LINES, SANITARY SEWER LINES, STORMWATER PIPES, ETC. TREE BARRICADES AND EROSION SILTAnON CONTROL MUST BE INSTALLED AND IMPLEMENTED PRIOR TO COMMENCING CONSTRucnON. 14. ALL DiSTURBED GRASSED AREAS SHALL BE RESODDED WITHIN 72 HOURS UNLESS 01l1ERWlSE INDICATED. 15. CONTRACTOR TO RESTORE ALL AREAS DISTURBED BY HIS OPERATION TO 1l1EIR ORIGINAL OR BETTER CON Din ON. 39. CONSTRucnON SHALL PROCEED SUCH THAT ALL STORMWATER FACILITIES WITHIN A WATERSHED AREA ARE IN PLACE AND OPERAnONAL PRIOR TO CONSTRucnON OF IMPERVIOUS SURFACES WITHIN THAT AREA. 16. ALL PARKING STALL DELlNEAnONS ARE TO BE 4" PAINTED LINES PER FDOT SECTIONS 710 AND 711. USE FDOT APPROVED TRAFFIC PAINT AND METHOD OF APPLICATION. 40. ALL UTILITIES (INCLUDING STORM WATER FACILITIES) SHALL BE KEPT IN OPERATION EXCEPT WITH 1l1E EXPRESS WRITTEN CONSENT OF THE unllTY OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PRESERVE EXISnNG unLlnES AND ANY AND ALL DAMAGE TO EXISTING UnLlTIES AS A RESULT OF THE CONTRACTORS AcnONS SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. 41. NO STOCKPILING OF MATERIALS IN ROADWAY OR ON SIDEWALK; ALL DIRT AND DEBRIS WILL BE REMOVED FROM JOB SITE DAILY. ROADS AND SIDEWALK TO BE SWEPT DAILY AS PART OF DAILY CLEAN UP. 42. ANY PORnON OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRucnON RELATED DAMAGE, IN 1l1E OPINION OF PINELLAS COUNTY HIGHWAY DEPARTMENT, SHALL BE REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY PINELLAS COUNTY HIGHWAY DEPARTMENT AND CITY OF CLEARWATER. 17. CONTRACTOR TO PROVIDE FDOT STANDARD TRAFFIC ARROWS IN ALL DRIVEWAYS AS DIRECTED BY ll-iE OWNER. 18. 1l1E CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPEcnON OF THE SITE AND WILL BE RESPONSIBLE FOR THE DEMOLlnON AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH 1l1E PLANS, 1l1E CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE ENGINEER AND REQUESnNG A CLARIFICA nON OF PLANS PRIOR TO DEMOLlnON. 19. CONTRACTOR SHALL VERIFY 1l1E LOCATION AND ELEVATION OF ALL UTILITY CONNEcnON POINTS PRIOR TO STARTING CONSTRucnON AND SHALL IMMEDIATELY NOnFY THE ENGINEER AND OWNER OF ANY DISCREPANCIES FOUND. 20. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL REQUIRED ROAD CROSSING PERMITS, AND OTHER CONSTRucnON PERMITS NOT FURNISHED BY THE OWNER, PRIOR TO 1l1E START OF ANY CONSTRucnON. 21 . WATER MAINS 4" AND LARGER SHALL BE PVC AND CONFORM TO AWWA C-900 STANDARDS, UNLESS OTHERWISE NOTED. FITnNGS SHALL BE C.I. OR D.I. MECHANICAL JOINT. WATER MAINS SMALLER THAN 4" DIAMETER SHALL MEET THE REQUIREMENTS OF ASTM D2241, UNLESS OTHERWISE NOTED. PVC FITllNGS MAY BE USED ONLY UPON 1l1E APPROVAL OF THE ENGINEER. CITY Of CLEARWATER RIGHT-Of-WAY CONSTRUCTION NOTES: 24. WATER MAINS SHALL BE INSTALLED WITH 36" MINIMUM COVER. 1. ALL PROPOSED WORK MUST COMPLY WITH FOOT INDEX NO. 700. 2. ALL RIGHT-OF-WAY INSTALLAnONS WILL BE IN ACCORDANCE WITH PRAcnCES REFERENCED IN THE STATE OF FLORIDA UTILITIES ACCOMMODAnONS MANUAL. 3. ALL DESIGN AND CONSTRucnON MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN IN CITY OF CLEARWATER LAND DEVELOPMENT CODE, TRAFFIC ENGINEERING, AND/OR RELATED ORDINANCES 4. SIGNS AND BARRICADES TO BE ACCORDING TO FDOT MANUAL OF SAFE PRACTICES, REFERENCE FDOT INDEX NOS. 600 THRU 650 AND 17349 PER ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST EDITION. A MAINTENANCE OF TRAFFIC PLAN MUST BE SUBMITTED AND APPROVED BY ll-iE CITY OF CLEARWATER TRAFFIC ENGINEERING DEPARTMENT PRIOR TO THE COMMENCEMENT OF CONSTRucnON WHENEVER ONE OR MORE OF THE FOLLOWING CONDlnONS ARE MET: A. STREET IS CLOSED TO THRU- TRAFFIC FOR PERIODS EXCEEDING 15 MINUTES B. ONE PHYSICAL LANE SUPPORTS 2-WAY TRAFFIC MOVEMENT C. TRAFFIC LANE(S) NORMALLY DESIGNATED TO HANDLE MOVEMENT IN ONE DIREcnON ARE BEING RECHANNELLED TO ACCOMMODATE AN OPPOSING MOVEMENT 5. CONTRACTOR TO PROVIDE MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH FOOT INDEX NO. 621; .lWO-LANE, lWO-WAY URBAN DAY OR NIGHT OPERAnONS"; NO LANE CLOSURES SHALL TAKE PLACE DURING PEAK HOUR PERIODS OF BETWEEN 7 AM TO 9 AM AND 4 PM TO 6 PM. FI ()W r~ll. I r EXISTING GRADE -tJ-!j II "~ - U r "- 2' (MIN.) SECTION POST ~OPTlONS: 2"x4" OR 2-1/2 MIN DIA WOOD; STEEL 1.33 LBS/FT MIN) 22. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE REQUIREMENTS OF SECTION B41 OF THE CURRENT FOOT SPECIFICAnONS. ALL RCP WITH LESS 1l1AN 2' OF COVER SHALL BE CLASS .FOUR". ALL ROUND REINFORCED CONCRETE JOINTS UNDER PAVEMENT, DRIVEWAYS, AND SIDEWALKS SHALL BE WRAPPED WITH MIRAL 140N FILTER FABRIC OR APPROVED EQUAL. FABRIC TO BE A MINIMUM OF 30. IN WIDTH AND CENTERED ON PIPE. ELLIPTICAL PIPE WITHIN GULF BOULEVARD RIGHT OF WAY SHALL BE WRAPPED WITH FILTER FABRIC JACKETS PER FOOT INDEX NO. 280. ~ ~tt I ~tt l4' 4 II 4 >- - 14 ~ ~~ttI~tt ~ n n It.. I ~18 OZ NYLON REINFORCED II II II II /' PVC FABRIC (300 PSI TEST) II ... II ~ .. IT U U 23. SANITARY SEWER SHALL BE PVC AND CONFORM TO THE REQUIREMENTS OF ASTM D3034, SDR 35, C-76, UNLESS OTHERWISE NOTED. STORMWA TER INLET STAKED TURBIDITY BARRIER 25. ADJUSTMENT OF INLETS, JUNCnON BOXES, MANHOLE TOPS, WATER VALVES, WATER METERS, ETC., SHALL BE INCLUDED IN 1l1E CONTRACTOR'S BID AND NO CLAIM SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR 1l1ESE ADJUSTMENTS, IF REQUIRED. 26. ALL BACKFILL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES) THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY, SHALL BE COMPACTED IN ACCORDANCE Wl1l1 FLORIDA D.O.T. STANDARD SPECIFICAnONS, SEcnON 125-8.3, LATEST EDlnON. 2"x2" WOOD STAKES 2 PER BALE WIRE OR NYLON BOUND BALES I FLOW I FLOW I ill :t=t=ft I ~i~ I ~tt ill PLAN I DOWNSLOPE 6. PLACE EXPANSION JOINTS WHERE 4 AND 6 INCH SIDEWALKS ABUT. 7. DiSTURBED AREA WITHIN THE RIGHT-OF-WAY WILL BE COMPACTED TO 100% OF THE MAXIMUM DENSITY AND SODDED. 8. COMPAcnON FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99 (100%) 9. EXISnNG ROADWAY PAVEMENT is NOT TO BE OPEN CUT OR DISTURBED. 10. 1l1E CONSTRucnON OF PAVEMENT WITHIN CITY OF CLEARWATER RIGHT-OF-WAY MUST MEET 1l1E FOLLOWING CRITERIA: ASPHAL nc CONCRETE: S-l (2"), BASE: B" COMPACTED TO 98% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180, SUBBASE: 12. TO LBR 40 ANGLE FIRST STAKE TOWARD PREVIIOUSL Y LAID BALE 27. TOPOGRAPHIC INFORMATION BASED UPON SURVEY PREPARED BY TBE GROUP. 28. SPECIAL CARE IS TO BE TAKEN SO THAT PROTECTED TREES REMAIN UNHARMED DURING CONSTRucnON. IN ANY EVENT, NO TREE(S) SHALL BE REMOVED UNLESS DESIGNATED FOR REMOVAL ON 1l1E PLANS. ..n I7n nn I7n n I~ t1~mlt. uHt lil ~!I- I I-B!+- Ih-tHt- t ~lW= M-+ II /I II II II II II 11 u u u U u u u U BALES BUTTED TIGHTLY TOGEmER 29. INDEX NUMBERS REFER TO FLORIDA DEPARTMENT OF TRANSPORTATION ROAD DESIGN STANDARDS, LATEST EDITION. 30. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND FERnLlZAnON AND CONTRACTOR SHALL BE IN ACCORDANCE WITH CITY OF CLEARWA TER LAND DEVELOPMENT CODE AND SHALL BE RESPONSIBLE FOR MAINTAINING THESEAREAS UP TO AND INCLUDING 1l1E INlnAL MOWING. fUGITIVE DUST CONTROL NOTE ELEVA TlON HAY SILT BARRIER EROSION CONTROL DETAIL THE CONTRACTOR SHALL TAKE ALL REASONABLE MEANS TO ELIMINATE THE TRANSPORT OF DUST FROM 1l1E PROJECT SITE. SPECIAL MEASURES, SUCH AS PERIODICALLY APPL YlNG WA TER TO THE WORK SITE TO PREVENT DUST SHALL BE INCORPORATED INTO THE CONTRACTORS WORK PLAN. 48 HOURS BEFORE DIGGING "CALL SUNSHINE" 1-800-432-4770 ~ r "" 31. INSTALL BENDS ON WATER MAINS AS NECESSARY IN ORDER TO AVOID CONFLlCT(S) WITH PROPOSED OR EXiSTING FACILlnES. 32. CONTRACTOR IS ADVISED TO BECOME FAMILIAR WITH THE OVERALL SCOPE OF WORK TO BE PERFORMED PRIOR TO SUBMITnNG A BID. \... "'" 0 ~ 0 or- CD - 0 or- I ~ 1'0 00 ~ 0 ~ C\/ 0 "- a z l/1 . 0 z - 0 CD CD c '-' 0 CD 0 2 - ~ 0 0 a.. 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L:; .... .- COl') a.~LO oo~ CXl~N I') U ".... . en w .... o Z ..J <C 0:: W Z W C'} +J () Q) . -"l Q) 0- ~~ Q..~ +J 0) 0) 0)- ..c~ U1~ /. Sheet No. " C-2 ./ 1 . 2. 3. 4. 5. 6. 7. 8. till o Q) a.'C >,g Q) ""-.s:: .... 8~ ,~j! en '" ';:-, 1 i 0-0 .....0 e Q) U.... go .b-a C III Q) 0 SITE DATA SITE ADDRESS: GROSS SITE AREA: EXISTING ZONING: NUMBER OF DWELLING UNITS BUILDING SETBACKS: SITE AREA (EXSTING): PERVIOUS AREA SITE AREA (PROPOSED): 950 GULF BOULEVARD 18,302 SF (0.42 AC) OS/R 1 - THREE LEVEL FIRE & RESCUE BUILDING o FT YARD SETBACK (ALL SIDES) 18,000 SF (100%) PAVEMENT AND CURB GROSS FLOOR AREA (3 LEVEL STRUCTURE) BUILDING FOOTPRINT TRASH ENCLOSURE SIDEWALK AREA TOTAL IMPERVIOUS AREA PERVIOUS AREA GROSS SITE AREA FLOOR AREA RATIO IMPERMEABLE SURFACE RATIO 7,559 SF !41.30%1 7,419 SF 40.54% 4,444 SF 24.28% NOT REQUIRED (BLACK BARRELS) 330 SF (1 .80% 12,333 SF (67.39% 5,969SF (32.61% 18,302 SF (100 % 7,419/18,302 = 0.41 (40.54% 7,559/18,302 = 0.41 (41.30% N/A (GOVERNMENTAL USE) PARKING REQUIREMENTS: PARKING SPACES PROVIDED REGULAR PARKING HANDICAP TOTAL PARKING SPACES PROVIDED / / I j / I / ; / ; I I I ! / / , / ! / i ! / f i , i 11 " " " "" 'ft 1 ::; I ! !! ~ ~ i i , , ~:-::::-:.:w:..... '\. """'" .,.,.....:.:..'..'..'..:;:: ;..;;;;:: <;:J ...... ........ ........ ........ '.w'" ....... .-'H" _____" ...__." .__n_ ...." ....,.. _,,,'U ,.....,.. ,....<< . .apprax:.lac~tfo~af.exI~~:~~te.r.ma.l". . ;::::::::;;;- ':;;;;::- :~:.:,:.;;; ;<.;<.'-;.; :,;. ~ -~~- --~_.- - --- ................ --- -- ........::::-..::::.....:"'..~.... -:.... -::... -::.. . ,n' ,,,.n. ..",:-' .n."'" ".uu "',.... ~..' ==== =::::::. ~ -- --- - -- -- ...--. "...... ,."......, on"" ..<..., ....UI un" ,.uu...n .....- .,;;' , ',""N. ','.~:7.- .......,<~~ //~f';?f;";;;;~. .~~:.: ......n_ "..' ..,n' uun / //..1 f:d~P / j / /. . <;:J 1.1- ,,". ,,,,n' : . ['. . ( ~<u. . 'u ,<u:.~~,.: ,n"'''''- . . i".._ ......~, ....". o I tYPIJ 'f' curb 7 SPACES 1 SPACE 8 SPACES ~ 10 20 40 J o ---- _ _ -- =zLrfi -- -- st6 _---=_--- t 240CP:n= = = - - -- " " " " REPLACE EXISllNG SIDEWALK FOR UllUTY INSTALLAllONS --J'- - RIGHT OF WAY . . , . 4, ' '. . '4 . 0 . 4 . '" ' . '. . ~ SAN' .!l., ,;''' '''' '4' 1 o . 4" .' . ~~. ' ,..----- ,-- .... :;~;g/=~ ...~..'1". 0,_,,: .....,,,. ,- ,~,~ .___, .__,.u _____..'" . . ....-. ..d__' H'___ .. .... RIGHT OF WAY 9. UTILITIES: WATER 12. BUILDING HEIGHT: TRASH ENCLOSURE HEIGHT: 28 FT (PLUS ROOF HEIGHT) NOT REQUIRED (USE BLACK BARRELS) LEGEND CITY OF CLEARWATER TYPICAL HANDICAP RADIUS TRAFFIC FLOW PAINTED MARKINGS AREA LIGHT HANDICAP PARKING PROPOSED CURB - . . . - PROPERlY LINE TYP SANITARY SEWER CITY OF CLEARWATER H/C R GAS CLEARWATER GAS SYSTEM ... CABLE PARAGON CABLE 00 SITE PLAN NOTES: 6 ELECTRIC FLORIDA POWER CORPORATION 1. ALL DIMENSIONS SHOWN ARE TO FACE OF CUIRB. 2. EXISTING IMPROVEMENTS SHOWN ARE TAKEN FROM BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY TBE GROUP, INC. , DATED 4/2/01. 3. BUILDING AND SIDEWALK DIMENSIONS ARE TO OUTSIDE EDGE OF FOUNDA 1l0N. 4. ALL TIES TO THE PROPERTY LINE ARE BASED ON TI-lE BOUNDARY & TOPOGRAPHIC SURVEY. PROPOSED ASPHALT PAVEMENT \..' ", .'.'. '1 PROPOSED CONCRETE PAVEMENT I I EXISTING ASPHALT PAVEMENT TELEPHONE GTE FLORIDA INCORPORATED - - - - RIGHT OF WAY LINE STORMWATER PINELLAS COUNTY PUBLIC WORKS 10. FLOOD ZONE: THIS PROPERTY LIES WITHIN FLOOD ZONE -AE- AS DEPICTED ON FLOOD INSURANCE RATE MAP NO. 125096 0014 E, EFFECTIVE DATE JULY 2, 1992. A STORMWATER MANAGEMENT SYSTEM WILL BE PROVIDED BY UTILIZING AN INTERNAL PIPE COLLECTION SYSTEM WHICH OUTFALLS TO AN EXISTING STORMWATER SYSTEM TO NORTHWEST OF THE SITE. THE SYSTEM IS TIDAL INFLUENCED, THEREFORE SITE WILL TREAT FIRST 3/4- OF RUNOFF. 11. STORMWATER MANAGEMENT: "'1 ~\(\e c;o(\o~ \See 'V -9-1: ~cr. ,. _.I' 'V -9-~ ..~~/ /' o. _.if 'V -9-1:/ / 6'. - ~.,> ./' ~.' /4 . ..,.' "'" ~../' "'" .~,." ""'....J "1.<1 ..". ,/' ./' ~~ .",r /.1 ;!l ~,~.. / "'" /( - -<J ....... ....... /..{ ....... .......if ....... ~~./' .--:J ~ .. ,,,,,,, ~~s et. ~s ~~~~ ~G~o e~,i'J.\~~ of ~ ,,~U" ~\~~ ..... "." .-'" 'V -9-1: ~. cr. -to ,,,F' , "1-9. ~ "11'. ,FF'" 'V -9-1: 'V -9-1: ~"'. ~. 547"46'29"E(L.F) 12.50'(L.C) Key ."F~ ...",F. ",,,,, 'V .<I~ P cJ'r k ""F' " ~;:~ - - - - -- , ..",. .,_,FF N42i 3.31 "E(L,F) 15.00'(L,C) 'V .<I~ ~ 6'. /'~""""'" ?--- /~ /, -- ~..... ~ - - -- '-""... F"" "1-9. ~~ ~. "0. ..t. ..t. --- --- NW RfW(D1) ~~ ~.o.,~,\ ~. ~~. ~6'. .~" 6'. .,>. o 4 " " 4 SAND KEY FIRE STATION FFE = 8.00 70' ". " io o ~ ui .~: '" '"' OJ' La.. .!1 J~ ~~ ~u ~,~ J 8J0l::-' NO ~l. l() ';c' <D . " ~ N . I' '0' !;t Z " ./I ., " 4 % ., " " " 4 4 4 " o to 4 " 81 :;:;1 ci ~' 6' HIGH VINYL :i CLAD CHAIN i UNK FENCE 2:' (DARK GRE~ L 4,5 " 4 4 " 4 HANDICAP RAMPS (TYP) FOOT INDEX , 304 ele trlc me er " 4 .......""...-..... .......i ST ST [IJ g apprax.I~C?tlond~f exist:.. we~er meln. [IJ tbm 1. se cor of f..... '.-'$ld':".~'" ~AN ,'.d.., ...... .:r;,(JLllt!ElI,:::?J~' . . . . 4;... 6 ." .' SITE TRIANGLE (TYP) . .' A. . 4 c::; ffi] ~4[J"!J' . "'~' . .1. i'-':: -.;;;=t,.,".~,:,;~~:~ ~: =. = = = = - ~- o ~ \0 300.00'(L.F) ..t........w ....... ... .'.u:., .,'.... .<0.'.... :;:;,~. ~.~:.::;.;:<. ;;,;;.:;; :~;';':;;F ::;.;.~.~ .;~;:,"'~~: :~~,;" ,.:"'::.:~< ,;':;';.,:. :.:~.:.:3. :c;.:,::"'~ ::;.~~:;; :.; ::~ ;.:L;~: ;;:~~~: dd' dd .......d. tl1iil Y curb ..... . d.. ......tyPoY'liurt).. . -...............: ---- ._-- ..--r-=rd~~~p:cZZZ2'- _ _ ___/~ LL LLLL/....LL L.L'L..-/J. GULF BOULEVARD (D1) ................ ~ .........------ ~______ 'w-- -- -.~. ~ asphalt road, width varies CONSTRUCT NEW DRIVEWAYS (TYP) FOOT INDEX , 515 .....u.t.)'Il.l!u.(<iUr.I?. ..... .. ...,,, ,..,,,. ..---- ...,... ........ ."..-- ..... ....-. ..n... .....~. .."......'- ....".. . :.1 ,:Or: ,:.:.:.,'.: ,~'.~' :~:~'....... -"". ....... ...... ...... ...... ........ .-.."" .".. ....... -..... ..__ .... ..... '#'" ..."" ".... ...::.~::: ::::::~ :::::: ;:~:;: :r;:~~' ...... ...... . ,." .;~:::: ::;1:::~:;:;::; '~:;;;';. ::~:;:::. :;;;;;; :;;;;;:~ ::;:;:;::;;;;; ':;;;;;: :':1':':':' ....n wm. ;;;;;; .:L:;lL ;;;;;:: :~;;:;:~:;;;. ::;:;;: :;::;.:: ...m ...... ...... ...... . m. ...... ..m ...... ...... d.d" ...... dd......... d..........d. ... d.... ,.",.."", ",,;;' "',,," ..... """'"'''' ",<<'"" ..",,, ",," ......t~.~ .L.. c~r.~..... ............. d.d...... d........... ...... .........d.... .. ........ ............. ......... ..... ...... d.... ....... ,');;;;'''~ ..,..,;;.... '""" ''':;' "''';; """..,,,,;;!',:; "'d. ...... ;;:;::~':::~:1 ::~;,::;~:': ::::::: '::~~~~ ';;::~~ ;;,;;;:.:':1: :~:~ ';;;;'(:"; .~;;~:;; ;:::;:~; :;;;;;; ..... ...... . ........ ..... ...... ...... ..... ...... ...... '''''', '.."" '",',." '",,"'''''' "",,', '"',,, <;:J, _ _ _ _ _ _ _ _ _ _ _ _ _ ="" _ '_ '-- .~ ~ _.--"- # =~. _ ,--' ....::.~ ....::... ~ . .~ ~" ~ ~ .' . ~ .:...-'~. .... :.... .... .'. ............. ....'.......................'...:..........:.5:. can.e ~/w' . .' .' . .' .' .' . .' .' . .' .' . .' " .' . .' .' . . = - .~ ..-,(')j;;::: -.- - - ~ "-"' = .,-'- - - ~ ~ - - - ~ - - - ~ - - ~ - - - .== - - - ~))= _.- -. ~ . '. ...... . . . .. . ..:.' .......~:..c~~~s.tw.:.:..:.:..:,........>......:.......:. ...:,...........:....:... ...:..:.....:....:..:...... . ....,..:...... .......... ..... .....: .. .,. ..\1...... .. ..... II II J)... .""-,, ..;..... ....w.. _..u" ....n ........ ,..... ~ o '-/ .~. : :. '..: ;'. . . . . '...... ....,-- "..... ....... lD to a .- o N 0 I"') .......... ex) II to o "- g ~ Ll) . o z ... !'l N .... 0 Z " " " "" ,,,.,,~ ':":::~r ....E..':'.""""::::::;;-;;;;;;....;.;;':.;' ..: ..:,,,.'; II II II IQ"ne stripe (typ) II II II II ......~....-:;:...~... ................... """...rr........... --11- -- - - -rl-- ~ -- II II typ.....e,. '~.. c~:!>........... .. ................ II ....J............ ,...,........,. ",..".' ........ ....... ...... ...... ............. ...... . e :J .. ,'. ,.~ ~~~~i: :: ;-;~~, ':~~~~; :~~~~~~ :~"'~~~~ ....,,,,,,,,.,,,,,,,,,,,.,,,,,....,,,',.,',,,......'-' ...........~. ",c'C_ """"';,,,...... 1:1- < ;0:;.' ;-:; ,!'1!1'.!, . ~ ^ '.~', t ~A~: J;~:J - ..~. ( (>"..' ~ ,.). . W:. i..... :tt~ ~ 1-'..... W a:'CC I- CC" ~( CCa.~ ~WCC ~OW CCW..J ~::)O 00 ... en I- Ll.WW O~~ >01- I-Zen (3<(Z - W..J ~~ -Z Ll.CC ~ LI. o ... CD ""ltHN",,- h~~' ~~~) -~/" ~~, ~...'" CL~;" """~~tlll'" ... Lt) Z o - I- <( I- 00 W :J () 00 W C&: .......... W C&: - LL > W ~ C z <C 00 -+-' o <l) . ---.. Q,) 0- L~ n..~ CD o .! o 0 Vl Cl N ::c N -l a.. -l lD (/) lD .! g o u o ........... 'U CD ~ o CD ..c U ONIO ~~~ !'lcJ) Q) I") · ~ -.to ~ON (/)'ON .C · .JOI") 3G:iO .b ox (/) a.-< OIEu... C g :Ef-~ :i 0 o 3i :- N N N o · 01.... I") .S; iO . c:: O~ ~a: . .."0 C)- Z55 _E 0:8 w.~ ~~ ~I ~~ "dlllllb w~ >1} c(15 en';: 01 ~.~ ::i,s; c(~ I- ~ t3 -.to cJ) N .... & I") o 10 0cJ)re.. I") ION Q)~I' ~I")x Jle~ '0 cai'C UOIO eli:o - 10 a.. .: I") .!II: Q) . \;;.... .... gel") a..~~ 001' IO~N !'lUI' wZ 1-<( --I 00 a. -+-' Q) <l) <l)_ ~~ (f)~ Sheet No. C-4 STORM STRUCTURE DATA @ CONST GUTTER INLET TYPE V FDOT INDEX 221 H-20 LOADING STEEL GRATE W/STEEL ANGLE TOP 7.00 IE (N) 4.65 (8n DIP) IE (W) 4.55 (12nx18n ERCP) @ CONST MANHOLE TYPE P7T W/TYPE P BOTTOM FDOT INDEX 200, 201 RIM 7.50 IE (E) 4.25 (12nx18n ERCP) IE (W) 4.25 (12nx18n ERCP) EL lYP CO IE ";)10 ~. ~ x ~ 48.50 /48.00 Cl E) ...........- @ CONST MITERED END SECTION (4:1) FDOT INDEX 272 IE (E) 4.05 (12nx18n ERCP) ~~ --""-'" ..... (8) CONST CONTROL STRUCTURE (SEE DETAIL SHEET) tIft.' e. "",', ~'I~ N! .!oV. N 0 ~ '., 'I ~, .d . 0.' ....:...,( L- , -~/ A 'I L.:,~.. ~l'~, / ti-I~'.. .fi&-~ ;~(~ J I~~ :~~~;.~ ~l ~~ . ..' ....IJ L..c ". . ~ '. Cf.) iN' :W/I...i. · ' t~~~:~~,Ji..i... ....;.~ .I..~' ';f~. \ '7~' ~. . tift. .~". I , '-' (. ~ ~. fb . \ ~..V.,.,: . a: (0 ;':<. tift. , ~i ~~O O~..: LLWW Oa:~ )-01- I-ZCJ) Otlft.Z - W...I N o a: ~ 0\'- - Z .S . c:: LL tift. O~ a: ~~ LL .."5 eJ..... O Zi _E ... .x: ~ CO W.~ ufit#.:. ~ ~ ~,,'.Il ~~J) ffi~ U~;I;U .... \J CL~.. ~ " ~"..".,,,,,,,,./ > ~ - llC( e .. In "; 0\ :.~ :E.S llC(~ I- ~ t3 LEGEND PAVING. GRADING AND DRAINAGE NOTES: EROSION CONTROL MEASURES NOTE: ELEVATION lYPICAL CLEANOUT INVERT ELEVATION EXISTING ELEVATION REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS 40D-4 AND 40D-40, F.A.C. INITIATION OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION 373.129, F.A.C., CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTllUTlNG A SEPARATE OFFENSE. 1. ALL CMP SHALL BE 14 GAUGE AND HELICALLY CORRUGATED. 2. ALL STORM STRUClURES SHALL BE FINiSH GROUTED TO INVERT ELEVA TlON. 3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD 48 HOURS PRIOR TO COVERING STORMWA TER PIPING FOR iNSPECTION. 4. SEE GENERAL NOTES FOR EROSION AND SIL TA TION CONTROL ALONG WITH GENERAL NOTES. PROPOSED PAVEMENT ELEVATION PROPOSED TOP OF CURB/WALL ELEVATION PROPOSED PAVEMENT ELEVATION GRATE iNLET MITERED END SECTION 5. SEE SITE PLAN FOR SITE DATA. 6. SEE BOUNDARY & TOPOGRAPHIC SURVEY FOR TEMPORARY BENCH MARK (TBM) LOCATIONS. 7. THE CONTRACTOR SHALL MEET ALL APPLICABLE REQUIREMENTS OUTLINED iN THE LATEST EDITION OF mE ACCESSIBILITY REQUIREMENTS MANUAL PREPARED BY mE FLORIDA BOARD OF BUILDING CODES AND STANDARDS. PROPOSED SWALE STORMWATER FLOW EXISTING SWALE STORMWATER FLOW SURFACE STORMWATER FLOW DIRECTION OF STORM WATER FLOW 8. THE CONTRACTOR SHALL MEET ALL REQUIREMENTS FOR CITY OF CLEARWATER AND PINELLAS COUNTY wlm REGARDS TO IMPROVEMENTS WITHIN mEIR RESPECTIVE RIGHTS OF WAY. -~ -.t I') N ALL PVC STORM PIPE SHALL COMPLY WITH AWWA C-900, SDR 18. ALL DISlURBED AREAS WITHIN COUNTY RIGHT-OF-WAY TO BE SODDED. 9. 10. SU01Sl^a~ ---ST--- PROPOSED STORM S8NER FFE FINISH FLOOR ELEVATION 11. THE 100 YEAR FLOOD PLAIN ELEVATION is 11 AS iDENTIFIED BY THE FEMA FLOOD ZONE MAP (SEE SURVEY PLANS FOR ADDITIONAL. INFORMA TlON). RCP REINFORCED CONCRETE PIPE ~-~~ STORM S8NER STRUCTURE NUMBER EROSION CONTROL 1::::::::::::::::1 EXISTING CONCRETE PAVEMENT ~ PROPOSED CONCRETE PAVEMENT ~ ASPHALT PAVEMENT ";,":- ...+ .-F ~ ~ ~'<:>~.if ~~ ~~.1-~ _ f) ~~ ~^" ..t. _ .<J ~ .<:> ~. '0 '''0: ~. - ~. ~ ...+ ,. "- _ ....-...I .>.~~ o. ";, _.if ~ 1-1-..... _ - ~. 1<'_ V - ,,)rt:l .f>._- ,/ -":,- ./ -........ ,/..::1.<:> _ ~~ ,/ ~ ~ "\- -- ~("'1I" 0 <1 \"~.- ~~ 1<'/ ,/ ~. x,r-e V ,/ ~~ ~ ~ ~<':: lil\e "or-o~./'/ ~ \ 11'. \.lee ,,01\011'/ \.lee -J./.<J --+"~,/ I< ~1-1-~ ~~ ./ _-- I\t. -+"\-. ~. ~("'1I" I<'Y./ _.if ct % _ -t09 ."'- ?t:.??~~(J~o\ltS _ - - - ,.., ~.... --'^ ^'-- -+4 ~ .<:> ~ ~~ a,~~;~;'~,,\ of ~ ":> _ - - "\- _ -o::::r - ~ ~ ~-~. v ,......IJ" ,'_ - S47"46'29-E(L.F) ":> 1<'- ~- <;J,.o ~ ~. v.\'t<O~ _ --+- 1<' ~ - .q- --+-- ~ "0. _ - 12.50'(L.C) rr - - - - ,,:>'\ ~. _ - - ...,~ ,0 ~,n~::ur ? f;" - - - -j-'~ - Pin e II a ~'-- Go rr n t y S 911'0 c)' _.if 'V, ,,:>'0 \ I- ~'b'b _ - ,1 t":> 1 "\-":- _ - - _ p- ~ 1-1-~1I" I<":-.-F 'J ",. \ "\-~ - -P- Y ~toS - ~ - ,'?\ -It'J 'Y _ _ - -I-"' t>- I I ~ 9 ....3<r:::.e~+- - \. 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SAND KEY + ~, <1 4 +~?' 0+ -t. ,.,t " ~, T .,. /' "'\~ 7.0 PLAN~~ ~gN~~~~~~~ ,..., FIRE STATION ':-.:....~ ~ \ \ \ 1:;:' ) g,,~.... t: ~ I<'? Xi""'" \ 7.0 TO RElENllON POND. 4, S <1 B 20 ~ ....J ,...... ( >..g" + ~i lJ.. - 6.0 "J' ";,1< . 4 FFE = 8.00 ,/ , % ,<1 75 LF OF B- '-~ ttlJ.. '> ~.c. v ~: dO" +1< ....:-r--....l. ~ + + <l 32 LF OF 12- WIDE /' 4 4 ,..-DIP STORM PIPE' ~ '" 'm d > ..... 'f"' -t' '! J 0 \... S 4 [C 5.0 r~ONCRETE FLUME ' ,4 <1 , ZURN TRENCH DRAI~--./' . <l ' 4 0 0.80% "W" N b '5 ~ jh ' , ~ ~ b to --.... 4:1 '''1='1=' nnAII SHEET " ~ " · '? (Z-882-GL-DGE) WI [J tJ" L /~ + n ~ ~ ~ 1 ':\.~ ..~~ ' "st1 +" !: ~ ~ 41 ~W~~ " / ~7 5000 ~ +'7,,075 ~ ",+-"', B.DD / + 'HVY. OUTY STEEL FRAME 0.00 + ~' ~ - ~.67 / J: ~~5 ~ U ~CI) g Ii +~$ ", ~~~:~~;;(,(~~~:)d 9,ate) j: ~ ,- +' -:.6 .h;'_31 -_ ~~:: '2'''B~ (. ~ ~ ~. ~) ~ ,~\ ~~~~~~ ~ ~n ~ , Ie e"-3.Dg.('B'"p) " ~ f:Rep I . ~;r.::r ., 1.1 - .gl'(. Y ~ ,- I' i~'!c~" _ _ _ ''\.. RIGHT OF WAY__ ^---- + 0 ~g",~ s'xs' RIP-:"J ---:-., ,.,) .' 1'74ll }~~.. @] ~ _ MlLV * r lr~ IUZ/ " R~~~2 I~ -1'-.>/ "" / _ \ " + '\ _ _ .' \,,~~.J;'f'.> ~""~ - {>~~'~;l' "5AN~. ~" . .. .. +~'~: p~4'~+.,..,[E] :~t.".':.'6~0:, o',:[E] ;~ - I T. \ SAN -~ S~2'3'31'W(L,F)/T ~~2",a~ ERCIL;o~.~~(:.rC,~ - sr./ / b./F :-~:: ~~[E] '\MElL [E] + 'HW WH ..... II' ~./! @ \ Y! ....~ "'H..II.. WM HH' "~' ,,' ~ ,,:>":> ,"" Q ,'0 "'~ ,," H'W"~"_'~~::..'........ ....... ........ +...... ..... =-""-.~__"""". .... .-::::.-.-,-.~___.__-'.L.. ._-'-..... '<' T - _ _ _ ..-... - --'+ __" 'I "'" '. -5 C9n<> S W' Q- .... . + ";,. f:'>.'J' tYPf!'(curbw ~OJ -:;. - -;::----------::::;j;;:"""'''''''------,g- ::-::_~ . ....' .)('7.1\ .'. ..... ". .' .' .' .'.' . ,OJ, .+'~. +. .7:10 . +'O'\-. I 4 .W.... 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" ?' · ,. .---~--~~~----~-~----~-,$:~~;,~- ~_~ ~ ~~L~~~~~D(Dl~~=~~--d __-~~ _~~___ II ~ <.:is ~ "'~ <~ .H...... +~. +~ d":':: :0'~'; ::.;;;;;::;; .::::;::J;.~::; :;::::':;.;: .... ....... ...... ....mmm.'I. ....... ....... m..dt.~~.~:U~~: ....... ......+~ .. ...... ......Wd .. .... ....+i9 .~}.~.,~".:~ 'J~";, ,_,0 L~;";'" ...... +. ~?~"~:". '..: . +.. :~-. . +.". .. .,- . .... :..~... <;<i ....... ..~ .. .. .... '++~.~~'__ ._ ~ 0;;0'(' - .m :~r, j~ :1- .--:j Co., ~~ c.-. :. ~- _~;. .......~_ ~ . ~1;1j,. .;- -. . "" .. ~". .. . -+' " ..-+' . . ." . . . . .i:"O.. "~"i ,j- .+ l.J.: ..." OJ "'0":> +"t/. ""'. "',+/~l,.',,~~.:,,:J r:......... ..~:2..+:v ........ .m..... .m . .. +. .. m" ..... ...... d.... .d.... "." II ., '0 11- ,,'0 '\ ";,'? ";,. ,.... ....,.~ ".~':( c,one< 9 ,,',,+''' ",":> S, I . : '?".., ,...,m" +?: +;...+ ..t:",.'. . . .?~ ":"""",,t- curb Inl~t . I i '..C'I' +.: '. ..... ;",,\ry .<--,," . '?~ . "??...". ",..h+ ge=5.69 nw (pitched grate) JJ.,. , \J"' '. --. .- 'L +.. '( " ) . .ro' ....... .....: .... ..+,.. +. ....".. .. ie w=-3.54 1 B rcp - - +.....'........--- - - - - - - -- CfV CONST MITERED END SECTION (4:1) FDOT INDEX 272 IE (S) 0.00 (24n RCP) / L",'O / 'J' J / I , I ~ / / ,. / ,'4- fry. f / ! ! , , , f 20 40 J ! o 1-' 10 ! ! ~'O :'J'- f j f "\-'" . 'J' + i 'J'Y + '? i";,'Y t st6 grate inlet ge=4.22' ie n=-1.11'(24"rcp) ie s=-1.09'(24"rcp) " . \\1\8 car-091 \,re8 ,,\-'0 ";,. I< 'J' + ( ";,":- + 'J'? + ~ 1-~~ ~ 1-+~ ~.. r9.. ~~ ~~ -0. ~~ ~~ "11'. *.<:> ~ .f>. ,,:>1< + ~"9-~ ~. ~. ..t. ~~ P clrk tree canopy IIn8 Key "\-'? + *,.0 ~~ <l'. ":> ,. + N42i 3'31 nE(L.F) 15.00'(L,C) 4'X4' RIP-RAP AROUND 8011-1 24- RCP PIPES ~~ ~~ ,,~. ~~ ~~ ~. ..t. lil\e tre8 conOllY o ~~ ~~ ~. "0. ..t. ..t. ",'? + end of piipe ie s=-O,23'(24"rcp) ,,:>?' + .... LC) 1<'> + z o - ~ <C ~ CJ'J W ::) o en w 0:: "'- W 0:: - LL > W ~ o z <C en ~ + " ~. + '.., ,,"\- ". ....+ . 'QOJ . ". . w .'t ..+J o Q.) .~ Q) O..+J L._ 0-1- RIGHT OF WAY Jl r- o o ..- to o t") CO o o I o ..- o ..- N 0 " to "- I.() II . o z - g CD ~ '0 0 -! ~ ~ ~ ~ J~ '" '" N ::c N ....J a.. ....J (D CI) (D CD +- o o u o ......... "0 C CD ~ c .'?J 0 ~ en CD p CD ..c .. cue ~_-.J _ 0 z ONCO OON -t(QI' 1')0) ~I')';' :JON Vl'ON .C · ...r01') ~G:ii5 .... . -+JOX Vl a. -< O'Eu. CO ;el-~ i 0 o ~ . N N . I') .- co -t 0) N .- It & I') o 10 00)~ I')ION G) ~ I' :t:l')x ~o~ '0 iU'C 0010 oG:o - 10 a. ..: I') ..'lO: G) . I;; ..... .- 001') a.~~ 001' CO~N I') U 1'/ o<S <.::JZ z<C _..J Co. <Cw a:CJ CJ<( "'Z <.::J- Z<( -0:: >0 <( a. ..+J Q) Q) Q.) ..c~ (/)1- /. Sheet No. C-5 GENERAL NOTES FOR PLANTING 1. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING. 2. SOAK IMMEDIATELY WITH WATER FOLLOWING PLAN11NG. 3. MAINTAIN THE ORIGINAL GRADE OF THE TREE BASE. 4. SCARIFY BASE OF PLANT PIT TO A DEPTH OF 8- MINIMUM. 5. DO NOT BREAK ROOTBALL. SOIL PLANTING MIXTURE (MIX ONSITE) 1. THE LANDSCAPE CONTRACTOR SHALL FURNISH FROM HIS SOURCE A GOOD CLEAN, LOAMY, DARK TOPSOIL WHICH SHALL MEET THE APPROVAL OF THE LANDSCAPE ARCHITECT. THIS TOPSOIL SHALL BE USED FOR THE SOIL PLAN11NG MIXl1JRE AS FOLLOWS: A. TWO- THIRDS PARTS TOPSOIL B. ONE-THIRD PART PEAT MOSS. 2. THE SOIL MIXl1JRE WILL BE USED THROUGHOUT THE EN11RE SEC110N OF EACH PLANTING AREA TO A DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF THE PROPOSED PLANT MATERIAL. 3. ALL PLANTS SHALL BE HARDY UNDER CLlMA11C CONDIllONS SIMILAR TO THOSE IN THE LOCALllY OF THE PROJECT. 4. ALL PLANTS SHALL BE FLORIDA #1 OR BETTER. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIElY AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL BE SOUND, HEALTHY AND VIGOROUS, WELL-BRANCHED AND DENSELY FOLIA TED WHEN IN LEAF. THEY SHALL BE FREE OF DISEASE AND INSECT PESTS, EGGS OR LARVAE. THEY SHALL HAVE HEALTHY, WELL-DEVELOPED ROOT SYSTEMS. 5. SUBSl1l1J110NS: WI1EN PLANTS OF A SPECIFlED KIND OR SIZE ARE NOT AVAILABLE, A REASONABLE SUBSl1l1J110N MAY BE MADE UPON REQUEST IN WRITING BY THE LANDSCAPE CONTRACTOR, IF APPROVED BY THE OWNER OR HIS REPRESENTA11VE. 6. SIZE: ALL PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFlED IN THE PLANT LIST. EXCEP110NS ARE AS FOLLOWS: PLANTS LARGER THAN SPECIFIED IN lllE PLANT LIST MAY BE USED IF APPROVED BY THE OWNER OR HIS REPRESENTA11VE; BUT, USE OF SUCH PLANTS SHALL NOT INCREASE lllE CONTRACT PRICE. IF lllE USE OF LARGER PLANTS IS APPROVED, lllE SPREAD OF ROOTS OR BALL OF EARTH SHALL BE INCREASED IN PROPOR110N TO lllE SIZE OF THE PLANT. 7. AS PER THESE DRAWINGS, AND SPECIFlCA110NS, lllE -HT: (HEIGHT) OF PROPOSED PLANT MA TERfALS, UNLESS OlllERWlSE SPECIFIED, SHALL MEAN lllE ACl1JAL DISTANCE AS MEASURED FROM THE SOIL STRESS MARK ON TRUNK OR BASE OF PLANT TO lllE TOP ELEVA110N OF THE PLAN}: IJ'; I I I / ; / , I I I /. !' ,;;,. ,,I ~ .- /' ~) j , f ! ! I o 1- : I:Z::: /t,~ y f ! 'v r ,..1'; f "",I v .,. ! " r5, ";'j L,,"~'''J '.. , ". '~. ~;2 1) ;~. ~ ~~; '~, }n .., ':) ~2 'n (;. i i ':i" ; , It.; : {~ {{. :::' 11/ /"f'.;v u ~5 ,;:;. T: '~! '", :~ ~~;. ~; ~1. ,," :,:~ (;:/. l) 4. '>. V' \:1~;' ~..- ", "X',ii', . V5 ,//~'V ::?? ~';:F,..J'r ,t?f .. .... "..' . ,~<<t!.> 1) , ~'I 1/ y ',:J/'I~ ~(<1 ",I0(":~::. ,ffi $-, 2',~ h.':1l' ':'~:~~ '. .~::t ..~.__:~1) ~nm "w "''''', ~/:,/i) '.. /~.......'~};' [" ". w \">:.~.:::::) ty;;A; 'f O;;-'Al'O "-{/"-s ~<J . . '"~ .....'t.n--..'" 1';/P .,...m ~/,;.:!? 1;;\ "..d.... 'tun... , ..,n .n v.;:7 ". u" ... ,,,--" .. ..:;i:__ __... . ,,, ,,:IfE::J ..__. ".." "" (~ ',~J \\7 1--;): v;:; UU'" ' "'..... tu ",,'uu .. ,,' ....,n H.".... ~;:~... f' "u ""n ..~ ,,,. . . .........f. " ~:?v Ar '2{~t . 1;;'!~~~::':!~ , /,;~~ ~44 .:~;~''':::' ;-.. .-'" n. ..t t r~~~ ~f c~).,,'b //'1-' ,A..~. .;:~} :'} \1 , ,/'.1 " ' ~ 10 20 40 I LANDSCAPE SPECIFICATIONS 1. WORK UNDER lllESE SPECIFlCA110NS SHALL CONSIST OF PREPARA110N OF PLAN11NG AREA; FURNISHING AND PLAN11NG ALL PROPOSED NEW PLANT MATERIALS SPECIFIED HEREIN AND AS SHOWN ON lllE DRAWINGS, INCLUDING BUT NOT LIMITED TO FINISHED GRADING, FURNISHING TOPSOIL AND SPREADING SEEDING, STAKING, WATERING, PRUNING, FER11LlZING, MULCHING, AND LAYING SOD; AND MAINTENANCE AND PROTEC110N OF PLANTS UN11L FlNAL ACCEPTANCE BY OWNER. 2. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL PLANTS SHOWN ON lllE DRAWINGS, AS SPECIFIED, AND IN QUAN1111ES LISTED ON THE PLANT MATERIALS LIST. 3. THE OWNER SHALL HAVE lllE RIGHT TO REJECT ANY AND ALL WORK AND MATERIALS WHICH, IN HIS OPINION, DO NOT MEET THE REQUIREMENTS OF lllE PLAN11NG PLAN, DETAILS, AND lllESE SPECIFICA110NS. 4. NO SUBSl11U110NS SHALL BE MADE TO THE PLAN11NG PLAN, DETAILS, OR THESE SPECIFICA110NS WllllOUT THE EXPRESSED WRITTEN CONSENT OF lllE OWNER OR HIS REPRESENT All VE. 5. lllE LANDSCAPE CONTRACTOR SHALL STA,KE ALL PLANT MATERIAL LOCA110NS FROM THE PLAN11NG PLAN PRIOR TO INSTALLA110N FOR APPROVAL BY lllE OWNER OR HIS REPRESENT A 11 VE. 6. ALL PLAN11NG BED AREAS SHALL BE FlNE GRADED BY lllE LANDSCAPE CONTRACTOR. 7. lllE LANDSCAPE CONTRACTOR SHALL EXAMINE lllE SOILS OF ALL PLAN11NG AREAS PRIOR TO SUBMITTlNG BIDS FOR THE SUITABILJlY TO SUSTAIN HEAL lllY PLANT GROWTH AS CALLED FOR ON THE PLAN11NG P'LAN, DETAILS, AND lllESE SPECIFICA 110NS. 8. SURFACE OF ALL AREAS TO BE GRASSED SHALL BE PREPARED FOR PLACEMENT OF SEED OR SOD BY LANDSCAPE CONTRACTOR ACCORDING TO SPECIFICA110NS. 9. UPON COMPLE110N OF lllE LANDSCAPE CONSTRUC110N WORK, lllE LANDSCAPE CONTRACTOR MUST THOROUGHLY CLEAN UP ll1E PROJECT SITE. 10. ALL PROPOSED PLAN11NG AREAS FOR TR'EES, SHRUBS, AND GROUNDCOVERS SHALL BE TOP DRESSED WIlli A MINIMUM OF THREE (3) INCHES OF MULCH SPREAD UNIFORMLY IN DEPTH OVER mE PLAN11NG BEDS AS DELINEATED ON THE PLANS. 11. ALL PLANTS, UNLESS OTHERWISE SPECIFIED, SHALL BE NURSERY GROWN STOCK, AND SHALL COMPLY Wllll ALL REQUIRED INSPEC110NS, GRADING STANDARDS, PLANT REGULA 110NS AND REQUIREMENTS FOR MEASU REMENT, BRANCHING AND CUL l1JRAL PRAC11CES; AS SET FORlll IN THE FLORIDA DIEPARTMENT OF AGRICULl1JRE -GRADES AND STANDARDS FOR NURSERY PLANTS-, PART I AND II, INCLUDING REVISIONS AS DETERMINED BY THE STATE PLANT BOARD OF FLORIDA. $ o 0000 ~:;~~;~5;;;;:;;;i;;;;;; "''''J'''' . 1"(""'" ~;~~ ~.I~ ;~~~~~~~~;~;~~' I:~'~ ,< .>/. J~ " 1"/ '.u/, ;/-1 \ .( \ ( '. ~ " ~.!'.;:':,:j..::::::.:. I""; I""", ,"" ~,r"::. .:f ;.:'....'1 :" ";,?(3 /'Y".: 1-;~ r ,," ~~. . . . . . . . . ......... . . . . . . . . . ......... . . . . . . . . . ......... . . . . . . . . . . . . . . . . . . ~) ,"J /.... /:. .f 1i>~Y ~S', ',7/.) v /1,,::.. ",~.. ':J '~'(..(."-. /J' .,jj."j',/" ," ,J ,/' .~; I j':: :;: i~ .. .! ). , ., w i ~" ~: ::'mw1</:/(2-4.Hr--:.::.: J;. ..r.. \: :~~~ ~ ,,,,",..."c" ~...... " ~y/;c::-: ;~j(' ,,;. r "t;, ...-/...-/ ~'. ..~/'. ..."'.....,.....,/'.../.....,/.~' ",;'v 'r' 0:;, ""'1 " ,', }~~ ..:';.,6,1~ 'f; 1 ~'/ '~,', (' ,:; 'j f/,;"-;;; ... ";;." ::.'./~J':,"~3'\,."p; /'; c: ... .. :3 ~.:;/(, /, , <;/ ,; >:}) 1.... " (;~ 0. ".. ..~, u ....u 5 (,1./'(. ~,/<< , .,4 ~~y f0.7' ,,]' , \............... ...... '. ....1' r;: ~r'),:5> f ':x /.' .. .,' . /' l~ f.'~'~' "J /.'J;". 'I} u'H/ f~'" ~".'n '::h}) ;{{ If ~r " ::~ v..~ , %~ "'~ /;(,~~,. . u' ~"" ,u'~" "'; .. y;1' //~ ~ ,,-.;<" it ~ (-" .., ~,,~ .u ;/. / \ /~,.~.;." hJV.,t':~. f~'" ") ',. ..:)A~. ",:; y" " ,# / ,A, /,:~ .-:~(;}~ .' ,..<') .;.:",,,:: ..,'''~~ ..... p' ~"/ ",.~ ~.,- ",,~, _.~~:~~:;7~~Ct ..J ... ... ;:2 r"~' ~,~....... RIGHT OF WAY :i "f)F': :j.; , ':{,~ fV' i\,~>~)" ..... ,,, u..~ .."........... ";". 11<. j i ..... ~.~?,L;.~.~..." "',- ijft ,," .... ~& m.. ,;r;~w:~:) "J. '<.1 , ., '., /., ,/ ~;." ./ 0/.1: ,..'.;;,,.r.:<:~::;;'~ ':; '.. " fl'" j ,),~ '.. ~5 : v r/ j RIGHT OF WAY SYMBOL SP TC EP ~......, RI P JC HD MULCH SOD QUANTITY 18 5 109 110 140 280 90 6,000 SF LANDSCAPE NAME SABAL PALMETTO ICABBAGE PALM TABEBUIA CHRYSOTRICHA IGOLDEN TRUMPET TREE ELEANGNUS PUNGENS ISILVERTHORN RAPHIOLEPIS INDICA 'ALBA' IDWARF INDIAN HAWTHORNE PENNISETUM /WHITE FOUNTAIN GRASS JUNIPERUS CHINENISIS I' PARSON II' HELIANTHUS DEBILIS IDUNE SUNFLOWER CYPRESS MULCH (GRADE 'B') PLANT MA TE RIALS PASPALUM NOTATUM "ARGENTINA" IARGENTINA BAHIA (<;..y .../" //"'" / '-'.1 ,("" //. ( SIZE CLEAR TRUNK HEIGHT VARIES (12' TO 18') MIN. 8' - 10' HT. .30 GALLON MIN. 3 GAL. MIN. 3 GAL. 10-12" HT. MIN. 3 GAL. 18-24" HT. MIN. 3 GAL. 10'12" SPREAD MIN. 1 GAL. 18" SPREAD SPACING AS SHOWN AS SHOWN 36" O.C. 24" O.C. 30" O.C. 24" O.C. 18" O.C. NO GAPS, STAGGERED JOINTS //~~. . ,......//.... (" . '-.,: // .-..; //.... . ". j I~,t, "..../ .A</~'" /' ..f ..".<:J":~v.>.," ~~,~ ,~,. ,,>>-;1< // /' Key :'~ ,~" AS SHOWN (0-; ....~,' PC:l"rk REMARKS STRAIGHT TRUNK- FULL BRANCHING FULL FULL MIN. THREE (3) INCHES OVER ALL SHRUBS & GROUNDCOVER BEDS AND TREE PITS UNLESS OTHERWISE NOTED ON PLANS. FIRMLY MATTED ROOT INTERIOR LANDSCAPING REQUIREMENT TOTAL PAVEMENT - NORTHSIDE VEHICULAR USE AREA: 3,995 SF TOTAL PAVEMENT - SOUTHSIDE VEHICULAR USE AREA: 3,555 SF EACH SIDE LESS THAN 4000 SF: NONE REQUIRED PERIMETER LANDSCAPING NOTES 1 .NATURAL VEGETATIVE BUFFER PROVIDED BY ADJACENT COUNTY PARK SITE ALONG WESTERLY AND NORTHERLY PROPERTY LINES 2.DUE TO PLACEMENT OF PROPOSED BUILDING, SOME REQUIRED LANDSCAPE BUFFER PLANT MATERIAL HAS BEEN PLACED IN R/W AREA. LANDSCAPE LEGEND 4" o EXISllNG TREE SIZE -@ QUANllTY ABBREVATION (BOTANICAL NAME) (SEE SURVEY AND DEMOLITION PLAN FOR EX. TREE LOCA 1l0NS AND SPECIES) IRRIGATION NOTES: 1. A 100" COVERAGE IRRIGA110N SYSTEM SHALL BE INSTALLED FOR ALL LANDSCAPE AREA AND MAINTAINED AS A FULLY FUNC110NING SYSTEM IN ORDER TO PRESERVE THE LANDSCAPING IN HEALTHY GROUND CONDIllON. REFER TO LANDSCAPE DETAILS SHEET FOR FURlllER IRRIGA110N NOTES. 17 ,/.~V/. k. ~:, " 'e.-/", 0. ~"'" -" ~~ ~':i~~~ fi. >~~;:::~, ff~~ .,..-", ':;;1. :7 ~ " Ii~" 1~7 "~ ~. . /" ~:f " /.~ j!W" "" "'~ , '. (' ",',,, , ~.) /. ';J /.~{?5'., (,:'. ~. ~:..: v "..7 /.~ ~', ...." {'. /' <,'1 , .. '...; . '. ~>. ,3-" if, -<i. if: /~4' ;;:f/!?: "'/?'.-.. / -:{7 "'... {?:- $" , ..' ,~ ,~,' " -"..~ ' "t > ( /6'" '" EP / ( /. ( , > ' Yo ..,/', ,/ ,}., , , " ../ /... '" //' .;). ~:' ;.-/...' ':" I",.. 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LLWW OCl:~ )-0'" "'Zcn (j-<Z - W..J "'I o CI: ~ $\ .... - Z .S LL -< O~ 0: ~a; LL ..'0 e,:,.... o ~~ ... a: ~ CD w.~ ",,11""" ~ ~ ~ 1~11111 t:~-J G.S "" I'" ~~jl ffi! ,,"" k" CL~III >- li} WI i1',;"""" c:: :. ~ e ~ m'; \)\ :.~ :E.s ~~ I- ~ t5 " ONCO 00"'1 -VIOl' 1"')0) Q) I"') · ~ -V :::JON Vl"CN -t: · ,JOI"') :Iii: ii5 .t:; ox Vl 0.< QlEu.. CO '-1- ~ ~ i 0 o ~ :- "'I N . I"') .... co /' ... Il) -V 0) "'I .... z o - .... <C .... 00 cJl I"') o It) OO)~ I"')ION Q)r--r-- ....1"') .-1"') x Jlo~ "C iii";: 0010 o G: 0 - It) a.. ~ I"') ~ II) . 0:; .... .... 00"" a..~1O OO~ CO..!!N I"')ur-- w ::::> () 00 w a: "- w a: - LL > W ~ C z <C tJ) I~ w a. <Cz U<C (J)..J Co. 2 <C ..J ..+J () (l) . ---. (l) O..+J L._ Cl.f- ..+J Q) Q) Q) ..c~ (J)f- /' . Sheet No. C-7 7. 6. '1. 10. 11. l A&. - - .- A. ~C" N ,N. J~( . L 1011:. b 1. THE WORK CON&I&TS Of THE COMPLETE PLANT MATERIAL INSTALLATION AS &HOWN ON THE DRAWING& AND A& HEREIN &PEClfIED. THI& WORK &HALL INCLUDE. BUT IS NOT LIMITED TO. THE 5UPPL YING Of ALL PLANT MATERIAL &PEClfIED. THE fURNI&HING Of LABOR. EQUIPMENT. APPLIANCES AND ALL MATERIALS CALLED fOR. AND IN PERfORMING ALL OPERATIONS IN CONNECTION WITH THE LAND&CAPE IN&TALLATION AS SHOWN ON THI& PLAN. fURTHER. THE WORK 5HALL INCLUDE THE MAINTAINING Of ALL PLANTS AND PLANTING AREA& UNTIL ACCEPTANCE BY THE OWNER. AND THE fULfiLLING Of ALL GUARANTEE PROVI&IONS AS HEREIN &PEClfIED. NO 5UBSTITUTIONS &HALL BE MADE WITHOUT WRITTEN PERMI&SION Of LAND&CAPE ARCHITECT. IN THE EVENT Of VARIATION BETWEEN THE PLANT L1&T AND THE ACTUAL NUMBER Of PLANTS SHOWN ON THE PLAN 5. THE PLAN& &HALL CONTROL. PLANT MATERIALS WILL BE IN&PECTED BY THE OWNER'& REPRE&ENTATIVE AT THE JOB &ITE PRIOR TO IN&TALLATION. WHEN IN&PECTION WORK DOES NOT COMPLY WITH THE REQUIREMENT&. REPLACE REJECTED WORK AND CONTllNUE &PEClfIED MAINTENANCE UNTIL REIN5PECTED AND fOUND TO BE ACCEPTABLE. REMOVE REJECTED PLANTS AND MATERIALS fROM THE PLANTING 51TE WITHIN 48 HOURS AND REPLACE WITH ACCEPTABLE MATERIAL&. ALL MATERIAL& AND EQUIPMENT &HALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. THE OWNER OR HI& REPRE&ENTATIVE RE&ERVE& THE RIGHT TO DIRECT THE REMOVAL AND REPLACEMENT Of ANY ITEM& WHICH. IN HI& OPINION. DO NOT PRE5ENT AN ORDERLY AND REA50NABLE NEAT OR WORKMANLIKE APPEARANCE. PROVIDED SUCH ITEM& CAN BE PROPERLY IN&TALLED IN oUCH ORDERLY WAY BY THE U&UAL METHOD& Of oUCH WORK. ALL PLANT MATERIAL& &HALL BE GRADE fLORIDA NO.1 OR BETTER A& OUTLINED UNDER GRADE& AND STANDARD& fOR NUR5ERY PLANT&. PART& I AND II. &TATE PLANT BOARD Of fLORIDA. &HALL CONfORM TO AN51 STANDARD& fOR NUR5ERY &TOCK (ANSI 2100.1-1'180). ALL PLANTING BEDS 5HALL BE MULCHED WITH 2" PINE &TRAW. 1007. ORGANIC. fIBEROUS- TYPE GRADE 'B' OR BETTER. ALL TREE& T OR LARGER &HALL BE &TAKED AND GUYED WITH VERTICAL 2.XZ" PINE &TAKE& OR 3" DIAMETER PO&T A& &HOWN IN DETAIL&. NO DEVIATION& UNLE&S APPROVED IN WRITING. PLANTING SOIL fOR ALL PLANT MATERIAL& &HALL CON&I&T Of TWO (2) PART& Of TOP&OIL WITH ONE (1) PART PEAT MO&& AND TWO POUNDS fERTILIZER PER CU61C YARD. WELL MIXED. ALL PLANT MATERIAL& &HALL BE WATERED BY THE CONTRACTOR THOROUGHLY WHEN PLANTED AND DURING THE PLANTING TIME PERIOD UP TO fiNAL ACCEPTANCE BY OWNER. PROVIDE NEW TOP&OIL fOR BAHIA &OD IN ALL fiELD'S INfiELD. OUTfiELD. AND fOUL BALL PLAYING AREA. TOP50lL 5HALL BE fERTILE. BLACK IN COLOR. fRIABLE. NATURAL LOAM. &URf ACE &01L. REA50NABL Y fREE Of &U6S01L. CLAY LUMP&. BRU&H. WEED& AND OTHER LITTER. AND fREE Of ROOT&. &TUMP&. &TONE& LARGER THAN 1 1/2" IN ANY DIMEN&ION. AND OTHER EXTRANEOU& OR TOXIC MATTER HARMfUL TO &OD GROWTH. OBTAIN TOP&OIL ONLY fROM NATURALLY. WELL DRAINED &ITE& WHERE TOP&OIL OCCURS IN A DEPTH Of NOT LE&& THAN 4:p' DO NOT OBTAIN fROM 60G& OR MAR&HE&. CONTRACTOR &HALL PROVIDE &OIL& TE&T REPORT &HOWING pI1 AND NuTRIENT&, - pH 5HALL BE 5.5 TO 10.0. If NOT THEN U5E THE APPROPRIATE &OIL AMENDMENT& TO REACH 5.5 TO 10.0. GRA&S &00 &HALL BE ARGENTINA BAHIA GRA&5 AND SHALL BE WELL MATTED WITH GRA&S ROOT&. THE SOD &HALL BE TAKEN UP IN RECTANGLE& PREfERABLY 12" X 14". 5HALL BE A MINIMUM Of 2" IN THICKNESS AND SHALL BE LIVE. LIVE. fRE&H AND UNINJURED AT THE TIME Of PLANTING. IT SHALL BE REA&ONABL Y fREE Of WEEDS AND OTHER GRA&S AND &HALL HAVE A SOIL MAT Of 5UfflCIENT THICKNES& ADHERING fiRMLY TO THE ROOTS TO WITH&TAND ALL NECE5&ARY HANDLING. THE SOD &HALL BE &HADED AND KEPT MOI&T UNTIL IT 1& PLANTED. DUMPING if ROM VEHICLES WILL NOT BE PERMITTED. DAMAGED 50D WILL BE REGECTED. REPLANTING &HALL BE DONE WITHING 48 HOUR& AfTER TIME Of HARVE&TING OR &OD 5HALL BE KEPT DAMP UNTIL PLANTED. &ODDING &CHEDULE- 1. &OfT &POTS AND INEQUITIES IN GRADE 5HALL BE CORRECTED BEfORE BEGINNING SOD WORK. 2. GROUND &HALL BE &UffICIENTL Y MOIST PRIOR TO LAYING Of &OD. 3. LAY &OD WITHOUT VOID&. BY ROLLING. &00 &HALL BE THOROUGHLY WATERED. THE &URfACE &HALL BE TRUE TO fINI&HED GRADE L1NE&, EVEN AND fiRM AT ALL POINT&. 4. PLACE 50D WITH &TAGGERED JOINT& CLOSELY BUTTED. ROLLED TO AN EVEN SURfACE TO THE REQUIRED fINI&HED GRADE. AVOID CONTINUOU& &EAM ALONG LINE Of WATER fLOW IN &WALE&. PLACE 50D IN ROW& AT RIGHT ANGLE& TO &LOPE. 5. fERTILIZE. ALL &EEDING &HALL BE &TATE-CERTlfIED &EED Of THE LATE&T &EASON'& CROP AND &HALL BE DELIVERED IN ORIGINAL SEALED PACKAGE& BEARING THE PRODUCER'S GUARANTEED ANAL YSI& fOR PERCENTAGE& Of MIXTURE&. PURITY. GERMINATION. WEED-&EED CONTENT. AND INERT MATERIAL. &EED SHALL BE LABELED IN CONfORMANCE WITH U.&. DEPARTMENT Of AGRICULTURE RULE& AND REGULATIONS UNDER THE fEDERAL &EED ACT AND APPLICABLE STATE 5EED LAW&. &EED THAT HA& BECOME WET. MOLDY. OR OTHERWI5E DAMAGED WILL NOT BE ACCEPT ABLE. ON-&ITE MIXING SHALL BE DONE ONLY IN THE PRE&ENCE Of THE PROJECT MANAGER. &EED MIXTURE& &HALL BE APPROVED 6Y THE OWNER'& REPRE&ENTATIVE AND PROPORTIONED BY WEIGHT. 5EED CERTifiCATION 5HALL BE &UBMITTED AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO SOWING. SEED SHALL BE ARGENTINA BAHIA (10 LBS. PER 1000 5f fOR ALL OTHER AREAS). OVER&EED AT 2 LB& PER 1000 Sf. Of A MIXTURE Of WINTER RYE OR MILLET. (DEPENDING UPON &EASON). THE CONTRACTOR &HALL NOTifY THE LAND&CAPE ARCHITECT Of ANY CONfLICT OR DI&CREPANCY IN PLANS PRIOR TO PERfORMING ANY WORK IN THE AffECTED AREA. CONTRACTOR &HALL CLEAN UP AND REMOVE fROM THE PREMISE& ALL &URPLU& AND DISCARDED MATERIALS AND RUBBI&H fROM HI& CON&TRUCTION. ALL &HRUB& AND &OD SHALL BE GUARANTEED fROM (10) MONTH& AfTER fiNAL ACCEPTANCE BY OWNER. ALL TREES SHALL BE GUARANTEED fOR ONE (1) YEAR AfTER fiNAL ACCEPTANCE 6Y OWNER. fiNAL IN&PECTION WILL NOT TAKE PLACE UNTIL ALL MATERIALS ARE PLANTED/INSTALLED CORRECTLY. CONTRACTOR WILL REQUE&T A fiNAL IN&PECTION BY WRITTEN LETTER TO OWNER. UPON fiNAL NOTICE Of fiNAL ACCEPTANCE. THE OWNER WILL A&SUME MAINTENANCE AND THE GUARANTEE/ WARRANTY PERIOD BEGIN&. ALL &EEDED AREA& SHALL BE HAND WATERED UNTIL TURf 1& E&TABLlSHED. 2. 3. 4. 5. 10. 12. 13. 14. 15. 110. 17. 18. 1'1. 20. ~ 5HRUB& AND TREE& ALL TREES AND SHRUBS 5HALL BE fERTILIZED WITH .AGRlfORM. 20-15-5 PLANTING TABLET& AT TIME Of INSTALLATION AND PRIOR TO COMPLETION Of PIT BACKfiLLING. T ABLET& 5HALL BE PLACED UNifORMLY AROUND THE ROOT MA&& AT A DEPTH THAT 1& BETWEEN THE MIDDLE AND BOTTOM Of THE ROOT MA&5. APPLICA TION RATE- l GALLON CAN- 3 GALLON CAN- 5 GALLON CAN- 7 GALLON CAN- TREE &- P ALM&- GROUNDCOVER AREAS ALL GROUNDCOVER AREA& &HALL RECEIVE fERTILIZATION WITH .OZMOCOTE. TIME RELEA&E fERTILIZER A& P~R MANUfACTUR~R'5 &PEClfICATION&. 1 - 21 GRAM TABLET 2 - 21 GRAM TABLETS 3 - 21 GRAM TABLET& 4 - 21 GRAM TABLETS 3 - 21 GRAM TABLET& EACH 1/2" Of CALIPER 7 - 21 GRAM TABLETS 5Fflitt:AD NOTES: 1. ALL WOOD SI-W.L BE SPRUCE OR PINE-NOT PRESSURE TREATED. 2. CROSS 11ES Sf-Wl NOT CROSS OVER WOODY ROOTS. 3. REMOVE ALL STRING &/OR WIRE WRAPPED AROUND TRUNK. 4. REMOVE ALL STRAPS, ROPES, WIRE. &/OR STRINGS USED TO UFT THE RooTI3ALL 5. REMOVE ALL BURlAP &/OR WIRE FROM THE TOP Of THE ROOT BALL 6. TOP Of RooT8AI..L TO BE SET 2" BELOW FINISH SURROUNDING fiNISH GRADE. ~ 1J . ~~~ b 90. K.ht b- !r'.~'''..~. ~~ O~c g ~ ~ &t?15o ..... At_ ~." . ~~ y 0. '. ~~, ~~\?t~" "i '?' ~"1 ~ HE IGHT 2~2~4' ~ME~ ~ ~2"X2"X4' CROSS t.4EMBER "',." Y \ \ J.J t.4ULCH 3" FROM TRUNK MULCH 3" DEPTH TILLED AND LOOSENED NATIVE SOIL BACKFILL ~ FERTIUZER TABLETS AS SPECIFIED. PIXE UNlfORt.4LY AROUND \ ~ ,-----RooT tMSS BETWEEN , ) ASJ . ~ ~IDDLE AND BOTTOM ,. . ..... ... 1":":"':'J.:"::'~Wi--m Of ROOT MASS. =ITI- ." "/" :-' : I:;<.'.;'.,.~''X'" ,:'::" :;'.' '" ~ <,'.":.~,":';::,':\: : ;..::.:-;f'.<.:< li~ ~ UNDISTURBED SOIL 1=. '. ' q, ,~.. , ,""" I!l '-- I .;.,:.':;; .:>.::-'i:J. .,~ '; ~iil " .>< 2-2"X4" ~AIIE wi '---' .. '. ... ". '. ' ,..... .JII'V' AJ=t 1=UI::=lII=---- = II II LONG TAPER MIN. 18" .../ "'l:E a II :111:::::1 11= 11= 11'"=111::=111= I L ::3 I ~ I h INTO UNDISTURBED = ~ a I~ TO 5 TIt.4ES THE WIDTH OF THE ROOT8AI..L I I 2"X2"X4' CROSS MEt.4BER --...., 11&1'M1N. 0 \'\\ 2-2.5'DRYWAll fl;RfJ/S X .. ROOTeALl. ) ~ / Y-- 11LLED AND LOOSENED NATIVE SOIL BACKFILL 2"X2"X4' STAKE TREE PLANTING DETAIL N.T.5. .- -. - ... -. ~"I ... -. ~ , 1__11 ;'1\.'lIul't NO I r.. ~I 1. A LOW VOLUME IRRIGATION 5Y5TEM. THAT PROVIDE&71cmD'ERAGE Of ALL PROPO&ED PLANTING& AND SOD. WILL BE DE&IGNED AND INSTALLED BY THE CONTRACTOR. 2. THE PROP05ED IRRIGATION SYSTEM MU&T MEET OR EXCEED ALL APPLICABLE CITY CODE REQUIREMENTS. (I.E.. BACK fLOW PREVENTION. AUTOMATIC RAIN &HUT Off DEVICE. ETC...) 3. IRRIGATION &HOP DRAWINGS MU&T BE PREPARED AND SUBMITTED fOR APPROVAL BY THE CITY PRIOR TO COMMENCEMENT Of WORK. 4. THE IRRIGATION SYSTEM MUST BE IN5PECTED AND ACCEPTED BY THE CITY PROJECT MANAGER PRIOR TO BACKfiLLING TRENCHE& OR IN&TALLATION Of MULCH. 5. IRRIGATION AS-BUILT DRA WING&. WHICH ACCURA TEL Y AND CLEARLY IDENTifY ALL MODlfICATION& AND/OR &UBSTITUTION&. MU&T B~ &UBMITTED TO THE CITY PRIOR TO fiNAL IN5PECTION AND ACCEPTANCE. 10. &EE CIVIL &ITE PLAN fOR LOCATION Of 1. IRRIGATION METER. 7. THE fOLLOWING IRRIGATION COMPONENT& WILL BE UTILIZED. PER THE MANUfACTURER'S SPECifiCATION 5- RAINBIRD ESP-IOLX+ AUTOMATIC CONTROLLER INSTALLED W/GLEN-HIL TON MINI-CLICK RAIN SHUTOff D~VICE RAINBIRD XCZ-075 CONTROL ZONE KIT TORO-NETAfIM TECHLlNE &ELf CLEANING. PRE&&URE-COMPEN&ATING EMITTER LINE RICHDEL 214 APR 1" ELECTRIC VALVE& HUNTER 5R5-0G 10. POP-UP &PRAY HEAD& W/HUNTER NOZZLE& 1/2" X 18" fLEXIBLE PVC PIPE AT ALL &PRAY HEAD& SCHEDULE 40 PVC PIPE fOR ALL MAINLINES AND LATERAL PIPE& TO BACK&IDE Of ALL VALVES. 14 GUAGE WIRE fOR ALL ZONE WIRE&. 12 GAUGE WIRE fOR COMMON ~~r\ .CL wP!)~ '" ~# ~ ~ ~~-~ ,~ ~ 'O~4 -~~ ~\ ~ ,/a. DIA. IUIElfR ttO~ ~ "'~~ ~ ~ j r ~n-.RM "" fl ~ ~ ~~orr a:,t'i:~~ + -l!! ~ l ROOT eou.AIl ~ U V ROOlllALL Off CiOHTAIU GItOWH m:f y-.' ............ ~ a , - ~ /~ _ _ !11i ...... r- , . ~m III -nT~~ ....':. "/.:. ~"lmllm- fIT m m : ..'./.: ~:. ::. IIEm m m Ill;mW;mW;mllf;m[lln,-::m ~~ ::" :f;-:. ~-~11J. 1I1=111=,II=III~1I111111111111 _11_ _ 1_ _ I "". ." 11~1t= --- ~",,-.::""~ J. ='~~!!F!!Fllk~ 'ffif ~I ~&TtlG SOl. Fl == = r = =1._ " 1:-- lVi ~ 2X (0' Ifi TYPICAL MULTI-STEM TREE PLANTING DETAIL N.T.&. ,~! <('" '"~ ~~~ 4 ~ ~t.r:h~<<-Y}?~t}Ji I . It.....,,, be u1j; ~ :x;- 4" ~ 'd-:.r I$:? oS>' ." MJ~~tt!,-"1ri'f~~~~~~ ,r &"fti~r f\ f'h^;E'}~~\4~::s. /!~(>Jg I ~~~ ~ 'tl,~\l~ ^ \..tT~1''d- TJ~.(\':- T~~ ~ t. ~ ~~ ~~Y'~ ?\J2. ~ AtdX~~ A... ;.~. J..;~ ~ ....J~ ~ ~~~47~ A~ f:/$f~~!:st}~\;/},~::~, ~<X.~ ~~~ oc...."",., ~ AU. &I-Rl66~R TO ee TRl~ &PACING. eee PLANT I..I&T FOR (Ot:;,) BPACING. 18" MIN. &ETeACK FOR &I-Rl66 .~ eACK a= c::I.II'eI ee:D I..INE PLANT SPACING DETAIL (SECTION) N,r5. 14 ~ Q" fu~ lj,~ ~ ....~ (J~ > .. .n.g;~ _ t1JLCH )" FfQIQt1 &TEI'16 ~ HE IGI-IT ( ~~ )" t1JLCH LAYER ~~ ... ~::;.:;~...,.;"'..!' ~~'l.~~'~~'~'~ 1x~i':''''': ~ ,--4 . .~.(. ...,::,~t"~.tt. \..-..:,;~ ,). ..:._~:t."'_.A,l" 'J"): '.& ~ ~ ~~~tiJ.,~~ ~~r::.4~"'\~\. : .;......-."~.....~E'f' )or: .' ,", -4:~.,1j.~ .!...',:l"'~ t;~~~~~, ~ F1ii:Ef"AAED PLANTINc) &011.. fERTll..lZER TAfllET6 M 6FECIFIED. P\..ACI! l.N1FOFM.."'" ~ ROOT MA66 eeTU.EEN MIDDU! .AND OOTTa'! a= ROOT MA66 EXI6TINc) LN:>1&1l.F6ED &oIL ) TO & TlME6 WID~ a= lQIOOTBAU. SHRUB 4 GROUNDCOVER PLANTING DETAIL N.T.S. BASE OF LEAF BUD ~ ~, ~ ~~ ~ === !-:: ...::; !-= :::.. - 1== I::::: BASE OF HEART/NUT OF PALM l- I L:J I-i W I ~ Z ::J O! I- O! 4: W ...J U .. u... D~ Z I-::J '0... IO! ::::: ~ ~ I- j-;; ~ ~~ 4'~ ~ ~u A:= ~'- I 11111 ~_IIIII ' IS~'S~~ ",,'- J:'~~l11l1 IIII-V - - FINISH GRADE ~ mTl = ~111111l1lJ ~;/;"'.':~ .'" (1'./ '~<':~IIIIIIIII~lmlllllllllll~1111 WI llill:; ?: '.' " ..' :.~ fffl-::.- - - 11111- (:'/~,-J .,\ \ " I ) Jt..,~. 1111: ~IIIII 111~W4!~'ffifJ,~IIII- IIIII /1111 nlTl .. ROOT BALL RECEIVING HOLE SHALL BE APPROXIMA TEL Y 2' LARGER THAN ROOT BALL DIAMETER /" , /0 "\ .~ 0 ..- <D 0 ..- HURRICANE CUT OR FULL HEAD I 0 SEE SPECIFICATIONS I") ......... ro '<t 0 (/) N NOTEI BUD SHALL BE PERPENDICULAR 0 I- ......... 0 z lJ') TO GROUND PLANE. TRUNK SHALL BE f--- STRAIGHT AND \-IITHOUT CURVES. . 0 NO SCARRED OR BLACKENED TRUNKS, z BURLAP TO PROTECT TREE-- MINIMUM 5 LAYERS 2 NON-SLIP METAL COLLARS (6) 2 X 4 \-IOODEN STRIPS OVER BURLAP 6' SOIL SAUCER TO HOLD \-lATER PLANT PALM 0' TO 2' ABOVE GRADE 3' MULCH, REFER TO SPECIFICATIONS (3) 2 X 4 BRACES NAILED TO 2 X 4 \-IOODEN STRIPS 2' X 4' X 3' STAKE ..- ~ CD C '-' 0 CD ~ 2 0 -0 I:@ a.. (/l 6 JI_r--~ '" N I N --.J a.. --.J CD (/) CD . - o o f-- . ....tot)N-~ c Q) 'in CD o '- u o ......... -0 CD ~ C o ~ CD 0 ..c .... u 0 NATIVE SOIL BACKFILL OR AMENDED SOIL AS REQUIRED BY SOIL ANALYSIS COMPACTED SOIL TO PREVENT SETTLING ~UO!Sl^9~ .... < / C ....... "milS -a: ,- Ktil 1i. ,J<' ~) '" S ;1(/(; o ~; .....~.... l/',,;i'f:'.! Lit' /~~ ~ \';. :':~~%ij ~,~k(' '~\ii ~ ~ ~y~ ~ w,~ ~J' ~I., lJ: - ~ a::i I- ~I ':." , v~. '~ ~ ~~~,~-'.-;.:.l ~', ' '" -.. ca.. I/) ~ .( ~ ~~. '~: I/. ~. ~.~; ....;::'fF:/' ." a. a: f ff ..... !. ~~~_ ~ if ..J ONlXl W W I' OON ..J ~ 0 ....~S; O .." 11)1")" O - ~ .... :JON I- V)'QN La. en W ..;' ~ ~ o ~ Wa: ~~: V) a.< > I- ClELt.. Q .5 {!. !:: zen j ~ O<Z ~~ W ::i N ~ a: ~ ~ ~ ~ - Z .~ lXi . c:: La. c( 0 ~ a: ~~ La. .."6 CJ~ O zl\) _I: ... Ol: 8 CD w.~ ,,,,'/IN,,,,,, Z ~ I1III 1111I I1II1 ,,1'~.'90~~ ~ : ~11I""IIII~'''''111 I{~~\ ~~ ~IW~ ~~~l w ~ ~~"" oJ C l.~" ""'- lit \.. "''-1'11'" ~ ,- c:: :. .c( e ~ a1'; ~ .c('~ Q.~ :::E.~ <C~ .... ~ u EXISTING SUB GRADE NOTEI STAKING Be GUYING REQUIRED FOR PALMS, IF NECESSARY, OR AS DIRECTED BY THE LANDSCAPE ARCHITECT, PALM TREE PLANTING AND STAKING DETAIL A~ ~...... AND TI._. )... ~ ~ ~ ~ ~ ~TR.N<. 6HAl..1.. ee &TAAIGI-IT .AND A WITl-lOUT CllR'vE6. ~ a= 6CAR&, ., ~.AND eooT6 ~ ~ ~ ~ ~ ~ ~ ::- ~ ~ ~ ~ ~ I !i~ ! d - TIL.LED .AND 1..000000D NATIVE &oIL eACl<J=11..1.. ~ :: ~ ~ ~ ~ r< -.~ ~_ rrr1 ~ ~ i. 1: ~ in ~ f'ERTII..IZER TAellET6 M 6FECIFIED. PLACE ltollFOM'1L"'" APOlQI.N) FlOOT MA66 eeTU.EEN MUPDLE .AND eona'! Ql ROOT MA66. MIN. ) TlME6 T\..lI:! WlnT~ a= THE lQIOOTBAU. w- Lt) .... m N ..- & LAYE~ a= ~, & . 2")(4"xl." WOODEN eA-m:N&, ca-NECreD W1~ 2-314" 6TEE1.. BAND&. z o - I- <C I- en W ::> () en w ~ " W ~ - LL > W ~ C z <C en ~ I") o I/) Omrt I")I/)N 11)"" ....1") ._1") x ~o< 'QLt.. ail: 001/) ol:i:o - I/) a.. .: tot) -"l II) . ~ ......- 001") a..i!~ 00" lXlQ)N I") 0 "... -I' " 2"X4" WOOD 5RACE (3 EA. MINJ NAIl.. TO eATTEN6 . &TAj(E6 en ..J - <C I- W C w a. <C () en c z <C ..J ~ ~l. ~ ()) 2")(4")(36" WOODEN 6TAj(E6 ." &011.. 6AUCER ~ PL.ANTINc) HOLE. )" t1JLCH LAYER +J () (1,) . -, (1,) 0- ~~ o..r.- / EXl6TINc) LN:>1&1l.F6ED &011.. +J (1,) (1,) (1,)- .c~ (f)r.- \, /A Sheet No. " PALM PLANTING DETAIL N.T.5. C-11 ... r- .~-~"!'1"lf1 ~ __ ___b 1" -..,.... ~..PF"__IJl -~~~-, ~--_. SfIJCCo---- EFCO CuR rAN WAll -s-s~o 2 !/1' X " / ~/1,' lAl1i~ATED (~RH.N Cd. ASS u-/- / CONe, BLOCK BE't'OND~ ~ r.o. 11,f.'7)NRY VENEER 1<f-1' STEEL DECIC~~ Sfuceo -- E.fCO CuRTAIN WALL s- ~I.OO 1 1/4" X ,- --'- --.----------:..~ ..::~--..;- ~.:~~=::::.-=~-~=~-----=~--~.~ ~~-:-C C-==--=-=-=='~ :.=~.==~-~~~ :"u=.=. .=::--=~~~-~-==::~.::---.~:=. -~. -_=:-:.===.___===__~~~ --::: )~~~ Nfl. ()ECIC-~~~~~~:=-~~~~] ~ . .~. ., r-'--'."-'- ,. - ::~~~-==df=~... ..__ ~ -~~_ _ ___-.I. _ _..~. "..._.__" ~~AlUN, TRIM . u lJ---- ~r....;......--srlJCco '-- 5EC nONED ::~~~~- OVERHEAD DOOR I ('..::) -1. d SP1.lT I' AC E BlOCK Ill'PJ SPlIf F,\CE BLOCK rTYPJ ,COAN6 C1m~ ___~r.. ec:=__,..:;~._".~ ~._....: COPiNG IT'YPJ / !i1r'1..... ~ ..!l.'1!i1 ~ .",.~~~ .~~~~...." --- 11 fl, ROOf -- 5 TUCCO - __H~ - ____,. I .-1-.. . .... , . 'K- f.fCO FRAME DOOR , CONe, COL. ---~ MH. DOOR Ul/LQtjVER .il.. r,O. CQf'~L_ 'V!~- ,.' '7." -'- -."""'="':.'-"~- OOlJlN5POUT ~.='---=".-=. ITYP.> . - .' --. - -- - -. .:...."".=~=-_=_.c.=<..-_.=:l .~.~ TRUSS BEARJNG 21'-2' ~.> . ! i f L_ . (.~-,-t'Ul. LION v:;r-. ~' J[~_._ 1] [ ==1 AlUM. RAIL ---- """~:t.=::~-.~: ::. -, AND BEYOND.-- ....... ,..e_ .-.---.-~ IT'" p.) .: - . " . .-~.::.:.'-. =:=-; . ~ ~- - ---- -- ~ -- --- -- ~ - -~'-----~--' ~ --~ --,~- - ... - - ---~. --..;... " .. - . ----1- ~. "=Ii=~~. Ll..hQI)6Y fiNiSH flOOR ~O' - 5 Tl. rUBE - CONC, COl. -'loo- fNOTE-~EXlE.R1CR SURFACES 1C11U. SlEEL. TRIM. ETG.J ,\RE'Wl HAVE A PAJNTED !INlSH UHU COLOR SElECTED l3~ARCI!TE~J .~............ '=~=OC.C" ALUM, RAIL / L . ... Iryp.) - 1_-. ~,. .,~.~,~.,~ -..(- -- - BENCH (IUCJ -SHOWER (IT ""C=~.== SPUT FAc.;E =~==~~'-BlOCK tTrPJ NOTE - All ExfERlOR suRfACES leMu. STEEl. f~l'tE1CT ME TO] H~VE A PAlIHED flNiSHI,IJITH COlOR 5E1EcrED BT _Ar?CliTecr ,~LOBB,( F.f. '1'-0' I 3/4' CHANNEL -- SCREED ITYP.> 3/1' APPliED FOAM PANElS IS rocco FINISH> ~AI<TIAL f\JQBTH IllY6TIQbJ_ -2.0 \CAlE 1/4..1'{)' . <::> , N \ PATIO/EM. GEN. ELEVAflC)N " ,. I 3/.' CHA."INfl SCREED trY?.> . _____-....,., -1L,) ~ ~~ .-- ~ --J '-~':--''''--.c'---:---'~-'- ~--~--- -""-=.::~_.~-=---""-~ ~[ ~ ~~ ._~._~._I ___...~ :_~ ~ DOWN5POJr--___.~ . .- ..---- "- . ~J t .,-._~=:::..:::.. . ~ . -'--1: ~~~"A~:::u.<- ~=..~~~:J =. -=-- 0\ ..1:. - [;;:~~i~:~~rrJ :r-' 13/1' CHANNEL 1~~~'J'c;r11qpl==-"'J=~l ,...--...--~I l!JJi ~r ~.:-'J;' ; ~rn 5CRfED (IYP) , r I T I , ,'i ". , . ------........ ~"......~,.~ '~~'~'_._'.".'~C. ...- ~~.~4'~,. _ ~~~~".~=,~ t ,-. ~=.=--==-"-.~=. -'~=_= ~~-=~-"i='=-=i~.;,..=-iF~1,,-==_'9=~~.=-~"" '3rUCCO ---'--", , --. .lo. . I ALUM. TRiM --~ "''''':c~~.~"''''.. ,..,.~..~.=.~<~.- '-"i;'..-' 1'-0' x ,'-0' . LOUVRE ~___ HTl.R~F~ ~liJl a -_'~~~"_'-'--"-""~-'"""-_ ..,12-"111 , . "p..::---- M rl. ROOf :=T:;:::':':-_=:=:=:~ ,,::,;...:-: . :-:.;:: c:="~=:.=.===:-;::. :::':::::':::-c::.::~~:~~_ S TlJe CO STUt ll<ill - ~o to EACU '7 -- .. SytEL RNTli II! SllO'll-------~ ,.' rRAt llRS 0It nlE ill flOOR (A T1 f L~.l txiG ill 110 f HA YE ,'\I L TRiIO ~ 2'-0. , DeRMER BEYOND- ...............lo. ....-______. .JL.'I ~_.- NH, ROOF . ~i1 ADORHE~ ~;lf; .. . -=:-~ ~.. ~~f~g ~ ~. ~--~~dCJ~~ ..~~..:.::-~ r~~~'A::~ ..~ -- . ,... I ~--'f-.:~~---""--r~l'L,~-r-- :~~~:~_ r"F~1"" r~""~1r" ~r~1 ' /.7 ~ ~~,= ~~ ..-..~ ";~- = ""i==.=~-_==*==-=.= ',- -=_.~=- .=...,. .f=--==.=.-.--~.. ~..~.'-'-",,~= '-= .=~- '==- =~=. "<<i!'.:-;:': I 3/1" eHAN~EL , ~' -SCREED IT'rP,) :::~~:=-~~'- ,:c",..;;=c=;, -=:='":=.~ 4.. ~-STOCCO r-~------ f - --.- " \ -ALUM. !RIM I " SECTIONE.D .~ OVERHEAD DOOR @.~~T~I~__ .- ~Wy eEA~I~{,,-_ ......:__ . ~*.(>lUl1. 'RI" / ~\::~;~-:::-..::-:::.. ~:"""'~ EO EO. /.- - ./ 1= r .. ... .. ~~~ FlOOIVT O. Jllll.JPJ/\ J V1.rL- _.~ -~. ~~~~ ~~;.~- ~~. --.. PRECAST CONC. CAP TYP. ---, \ \ \ _ ~~~,Qf 51~__.__ SIGN ---........ ',-- . ....-' ....- "''''''-0.' cc. :' ,_.~~ /' ; ~^~ G) "~:P~ ExPOSEO CONCRETe COtUl1N5 ANO EOCrE'3 Of ceNe. ~"" AI1: A PORC. , ANO RMP' ARE ro HAVE A '!,.) ~elo 111'4151-4 T~ ClO$l:lY' I1AtCH THE 9 fI..lCCO FiNISH OM Tlie Rf~r 0,. nte I!XTERIC~ ':=:=-1F"..~ \ ~ct~[:-=~ . ~..rE~,;::::i!i1f-~c.I' ----J~~ --;,:Jt '~~. ------ - -...., ~~ ._~~ ~~ftL~JhQQR r -" <_-,~.:::;,;.:.~.~~:,:~'( F-111l5H FWOR . - '''.=~::.I4'=9na =, ~~ DOWNSf'Ot/ T .: :.;'--ITYP,) '--'---~- .,-~._.- ~ -----...;.....-. ..--- --------- ~fE - All ExiERiOR SU~ACES iCI1U. STEfl. TRII1. ETe] ARE TO HAVE A PAIN rEO FINISH OJrIi COLOR SELEerED BY ARCHIfECT tV EAST ELEVATION ~,,\I1EAN 5EA lEVEL. -'ra.(/ NORn-1 ELEVATIOI\J ',(jli E, I/S'" I'{)" SCAll ' 1/8' ." , '.lJ' ! i1 rlL. .,..........-.,..--...._~,~ . -.--.~ ,. . ----~~_..:-. : : ! 1 ;~ --i j , j ..~~~ ;;.-~_. ~, - - - ~~- -.-... - ~--_..~;::..-~. -.-------- _ _. ~!~~BEARjNG ~ . .. ___ -~J~/LU". 'R'" /. .-=r:..--=----==========-r:=::__-=====--------c...=----=====--=== -r=::. -!L1 J i1 '......... --. --- 111 L. ROOf DeRMER -"",-- DORj1ER ~-=':_"::--, BEYOND ------------lIo ~ ir---J~ ------<-- --- nOWN"POUT t --:::-:-::--.::-~==:c:-- -- . -- .. . --__~-~ ,-.c:: j . 1:::;:::-::-.. __ __ ~ ;;, ---.-- ~r--=- .... . -' - __ --r--- ALUM, r~IM ----. ..:-..=.c::----===-~-..::____.__===:.r::=== ___, I1TL. ,AIJJNINCs ~ -~:.---~ '~---._~' ~~~~~~ .'<.-..~~.~~ .[.J~~-==~~ A.I"".I"," 2:;:.-r:-:::=:=:::;::-=--====--- "r -:-- r-----'l. ---=-r::::_.-~===-:---....I:::f. CMH. ,6,UlNJNG _..- ~! I I _ ' _~ rFl' ,1;';; ar "r~d",~" : /- 0-., I 3/1' CHAkNEl - SCREED I r'fpJ STUCCO ALUM. TRIM ~=-~:;;:;.~-'" " '"-;::..-:.; -- I 3/'" CHANNEL SCREED rT'TPJ---.... SfUCCO --~~~_. AlUM. TRiN --.....~ _"-:;Y-_.-::.:<;~"-,,r,:,,_ c:-::.:.;;-'_' .._ "0""""._ _=~'~_~..; ___~_'~.-':--":::-:: : r_ ~-' :;:;..-.=;::=-..= ~_ ;~-. --:."'=r-':;....'lc.==-:..::~~F;..:=;:~--:::;..=~;:;r~=..:;.==..:.:.:.:.=.:;,..;:;'...;p;;_..=_:;.=.=..._~_~ -, - - - -- ~ ----- ---. _ ____..u.____._ ___ _.::rJ;..C;:.-::"-....~~_:.-. ::.~:::-.O_-.:;:=O::...=.:;;:;;:: ~ ,.:;;:..="-'--_'-=-=->-=-_-:--"~_::;.:-_:;.""~-~-_ .-;;::-,:,,:~'~_c;;...~ -;:,.;.~:;:;:-"", P'-~--":i= ~:.-;-~~ _~~~ft()"'R/TO, ALiM\ H~i/1 -:.r=:.--=---=======~===--=====-__,..._-L - -- -' .- - - .-o--=_~"'-~="''''''' :c ---~~ r::-:. nfl. ROOF'-- ___~__,~~~~~~ . 'l. ~~---~--~--_..- -~- l'i1 --_. 11H, ROOF ! -~~ =: ~-:'~:::~.: =..-.:: :--:. ';','- .-.- ..-:::--:::- .~--.~ S fUCeO r .-.---.-..:.. --.--.---,--,-:~---.-----.._= 'I.=:::'':::::-==-=':::'=:::::=':-::=:':::.~'',..:.._-::::=: :-:.:~ .., ....-. C"", -. 31C,N BE'fOND -- - -".~ -.-- ___u_____.___".________________,__...~._ r-~-- _.~____.___. _~_ ~+_. ,. ~...-::"~:.:-:. .:::L:c .~.I~::~::~Jt~I(. E-==:~~:ccr;~c .... ... .. - /~~-.....~~.~~:/t0~:-=~~t!.1.~ ~\~~~~}=~j~~~;.~~.. . ... . m_.__.'__. ...-----...-----.- GlAS' BlOCK \ ~~ OVERHEAD -_1 , 5 TUCCO ---------: ._---_._--~ --~-~---- ---- --- -...---...- \ 1 :X=";~'".'""~~ ~' .-.--____J ,,-"- ~ .; 1.:..:~.::':_::'::~ ..~1.: ~~:~.: :-~. . /~ AIR CONDl11ON UNIT F Rf: MECHANICAL - +--+~ -. _ --- --- .--- - ",ED BlK. ~ l081.n fiNISH flOOR . - 1;: rl7='O" . .'.-.. ~~^ ru~ MrJ_U"15H fLOQ8... NOTE - ,a.lL EXTERIO'l SURFACES-icl1if. Sn:Ei. TRIM. ETC.) ARETOJ HAVE A PAlNH!:D fINlSI~ !jJfTH COLOR SELECTED 6'( ARCHITECr .J -- ----- --- spur ,. Ae E Bll( ARGfD 81..K, _~t1~~ SEA lEVE~ '~O- VENTflATlO~ - 'vERif'f LOCATlON A.'() '7.lE Il.lfH MECHANICAl AND W!.RlfY CLEARANCE3 IN fl.IE FiElD TYP, tyTI! - All eXrE.RlOR5UR'-ACfnCFllCslef~ --TRllt!fCTAAFlOl HAVE A PAlNltO fJNlSH UJTU COlOR ~lE~TEO aY~ ~~HTECLJ ~3~T: ELEVAflQf\J SC/'iJ . 1/El' . I'{)' M~_ ~-~~ .i$6.~"~_~- .. r 'I ~'W- ---q' ,. u "TwO'~t_..... r ""1~""_.~"V'iI'M ~ .b-. ......... 11 ~..- .---..-.~~ ~ --~-_.- --~ -"-'-'- -- - "--~.......,...--~---~- '11..........-_ -..........~~ ~ C ~ l'.J en rv ~ ~ ~ 0' d:. '~ 's ~ ~ . fJ O~ (To :os/!' ~~~~ g ~g~8d ~ ri~~ f ~~~ ~ ~ ~ r-: ~ ~~ ~ 8 g LJ~ ~ ~h - """I"~~ ... r--- W ( a z .- - - 0 ~ ~ <;'> ~ l.l.J - N g ( - I I I'J' iJ' 0 - I I , 0 0 >- z co 0 i i ~ Vi ~ ~ Q c ~ ""-'"" ...) , I f ~ ..... -- ;j 1. ~ l.L.i ~ LlI Z o - < ~ (/) w :J l) V) LU l~ "- llJ O! LL >- W ~ CJ Z ~ \/) \/) lU Ct:: o ~ o ~ 0) LL -J :J lJ o lJ) 0' d ~ o _J LL ~ W ~- ~ ~ l) m o -"I .,.; JQg NJIM!JEf~ 1210 CHEE r NUMBER 0 ~_.__.,_.._--_._-------- ~ /l\~L -=) (), ~ ~ ,.~. ~ ~ INDEX OF PLANS SHEET # C-l C-3 C-5 C-6 C-8 C-9 SHEET DESCRIPTION COVER SHEET DEMOLITION PLAN SITE PLAN PAVING, GRADING & DRAINAGE PLAN LANDSCAPE PLAN >- LANDSCAPE DETAILS LL o I- - u jJ cul'-l.i-'Il-R o o NORTHSIDE:_DR I> o Cl a:: a:: u.J 15 ..J LU Ol J 1 [) DUNEDIN S.R. 580 ~ s' p VlRGINI r\.. 'S>~\~ V ~,,~ o ~ ~ ~ l:J ~ ~ ~ ~ 0 - ~ -' < ~ a. Cl a:: Cl a:: a:: u.J J: U ..J LU Ol VIRGINIA ST UNION ST LU Z i;j " SUNSET POINT RD J ~ \~ Q ~ ~ U1 v ,... z < ~ 15 ~ u DREW ST CLEV1:LAND ST Cl -' o z S a. ~ J: "'1' ,f\, "'0 U COURT ST GUIJ TO 8A Y BL VI) S.R. 60 :t DRUIO RD ~ ~ ~ ~ LAKEVlEW+RD Cl ~ ~ ~ ~ < w i-l CD '-' ~ :r ~ U1 ~ Cl a:: a:: u.J ~ Ol Cl a:: '$--1. '1'1< '-BLVO u.J ~ LU " NURSERylRO BELLEA'R1RD () LARGO , '- , ~ ..r , ~~ ,- ~, '-. Public Works Administration Sand Key F/re Sial/on CIVIL ENGINEERING PLANS Section 17, Township 29 South, Range 15 E TBE ProJ-eet No_ 00083061 J MAIN ST S R 590 / DREW ST ')~ PREPARED BY TBE GROUP, INC. Engineers. Planners. Subsurface Utility Engineers. Surveyors and Mappers 380 Park Place Boulevard, Suite 300, Clearwater, Florida 33759 Telephone (727) 531-3505, Facsimile (727) 539-1294 Certificate of Authorization: LB 6668 State of FlorIda ~ II,'IIII',~~ ~.~, ~~ ~~~ I ~\ 1<:...5 ,\1/;"1 a ~ ~" ;;on S S - ~ ~C ~ ~ ~~ ~ ~ ~ .t~ ~#~"'III.""J CITY OFFICIALS Brian J. Aungst Ed Hart Hoyt Hamilton Whitney Gray Bill Jonson William B. Horne II Mayor Seat 1 Commissioner-Seat 2 Commissioner-Seat 3 Commissioner-Seat 4 Commissioner-Seat 5 Interim City Manager Mahshid Arasteh, P .E. Public Works Administrator Michael D. Quillen, P.E. City Engineer Approved By CIlY ENGINEER MICHAEL D. QUIlLEN, P.E, # 33721 Date Approved MIW 2 4: ZOOl ..... -. - - SITE DEMOLITION NOTES 1 . CONTRACTOR TO DEMOLISH AND REMOVE ALL IMPROVEMENTS WITHIN LIMITS OF DEMOLITION SHOWN UNLESS OTHERWISE NOTED. CONTRACTOR TO ESTABLISH AND PROPERLY FLAG PROPERTY LINES PRIOR TO DEMOLITION. ALL ABOVE AND BELOW GROUND HARDWARE, EQUIPMENT AND MATERIALS TO BE DISPOSED OF IN ACCORDANCE WITH PINELLAS COUNTY & CITY OF CLEARWATER REQUIREMENTS. 4. INFORMATION TAKEN FROM BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY TBE GROUP, INC., DATED 5/22/01. 2. 3. 5. UTILITIES TO BE PLUGGED SHALL BE FILLED WITH A MINIMUM 1.0 CUBIC FT. OF NON SHRINK GROUT OR AS OTHERWISE APPROVED BY ENGINEER. TREES SHOWN TO REMAIN SHALL MAINTAIN PROTECTIVE BARRIERS DURING DEMOLITION. THESE BARRIERS SHALL BE IN ACCORDANCE WITH CURRENT CITY OF CLEARWATER STANDARDS. THE CONTRACTOR SHALL COORDINATE THE REMOVAL OF EXISTING UTILITIES WITH THE OWNER OF SAID UTILITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO WATER, SEWER, GAS, CABLE TV, POWER AND TELEPHONE. 8. THE CONTRACTOR SHALL UTILIZE SUITABLE EROSION CONTROL DURING DEMOLITION, SEE GENERAL NOTES. 6. 7. !~-/y 9. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO DEMOLITION AND WILL BE RESPONSIBLE FOR THE DAMAGE OF ANY ON-SITE OR OFF-SITE UTILITIES THAT ARE NOT A PART OF THIS PROJECT OR ARE NOT IDENTIFIED TO BE REMOVED. 10. THE CONTRACTOR SHALL BARRICADE THE SITE AND CONTROL TRAFFIC PER CURRENT FDOT TRAFFIC CONTROL STANDARDS. ALL ABOVE GROUND IMPROVEMENTS (IE: PAVEMENT, CURBING, BUILDINGS, SIGNAGE, CONCRETE WALKS, POLES, INLETS, ETC...) AND BELOW GROUND IMPROVEMENTS (IE: SANITARY, STORM, WATER, CABLE, ELECTRIC, PHONE, ETC. ..) SHALL BE REMOVED UNLESS OTHERWISE NOTED. I 11 . I / ,,"'-- //' // -- c"..,( ; / / ~ ;',1, 0 " // ~//~~- h ~ I' .,,,,!O --".(/--.--..'--.; / ( 1/.\ 1'))' " ") d":- " ~,~ ~"1;~::~" :~~;~:" //---- / i ! "d/~ d./"",'.f ./;", / -;" /,:] "}'(y ,,~/J' / ~..,-/ ..".... ~1~" ../1(';/ "'~.~ / /' ,-"'''-'' /' ,,/" ~//.n. 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CC/J 0>0 SITE DATA SITE ADDRESS: GROSS SITE AREA: ADDITIONAL AREA TO BE ACQUIRED: EXISTING ZONING: NUMBER OF DWELLING UNITS BUILDING SETBACKS: SITE AREA (EXSTING): PERVIOUS AREA SITE AREA (PROPOSED): ----- 950 GULF BOULEVARD 15,000 SF (0.344 AC) 3,000 SF (0.069 AC) OS/R 1 - THREE LEVEL FIRE & RESCUE BUILDING o FT YARD SETBACK (ALL SIDES) 9. UT I L IT I ES : WATER CITY OF CLEARWATER 12. 13. THERE ARE NO ENVIRONMENTALLY SENSITIVE AREAS ON THIS SITE. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED IN ACCORDANCE WITH ALL APPLICABLE CITY OF CLEARWATER REQUIREMENTS. SANITARY SEWER CITY OF CLEARWATER 14. BUILDING HEIGHT: TRASH ENCLOSURE HEIGHT: 28 FT (PLUS ROOF HEIGHT) CITY OF CLEARWATER FIRE CHIEF TO APPLY FOR A WAIVER GAS CLEARWATER GAS SYSTEM CABLE PARAGON CABLE 18,000 SF (100%) ELECTRIC SITE PLAN NOTES: FLORIDA POWER CORPORATION PAVEMENT AND CURB GROSS FLOOR AREA (3 LEVEL STRUCTURE) TRASH ENCLOSURE SIDEWALK AREA TOTAL IMPERVIOUS AREA PERVIOUS AREA GROSS SITE AREA FLOOR AREA RATIO IMPERMEABLE SURFACE RATIO PARKING REQUIREMENTS: PARKING SPACES PROVIDED REGULAR PARKING HANDICAP TOTAL PARKING SPACES PROVIDED / / I I I i / I I / ! i ( i ! 1. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB. 2. EXISTING IMPROVEMENTS SHOWN ARE TAKEN FROM BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY TBE GROUP, INC. , DATED 4/2/01. 3. BUILDING AND SIDEWALK DIMENSIONS ARE TO OUTSIDE EDGE OF FOUNDATION. 7,559 SF (42.00%) 7,419 SF (41.22%) FIRE CHIEF TO REQUEST WAIVER 330 SF (1 .83% 11,498 SF (63.79% 6,502 SF (36.21% 18,000 SF (100 % 7,419/18,000 = 0.41 (41.22% 7,559/18,000 = 0.42 (42.00% N/A (GOVERNMENTAL USE) TELEPHONE GTE FLORIDA INCORPORATED STORM'WATER PINELLAS COUNTY PUBLIC WORKS 10. FLOOD ZONE: THIS PROPERTY LIES WITHIN FLOOD ZONE "AE" AS DEPICTED ON FLOOD INSURANCE RATE MAP NO. 125096 0014 E, EFFECTIVE DATE JULY 2, 1992. A STORM'WATER MANAGEMENT SYSTEM WILL BE PROVIDED BY UTILIZING AN INTERNAL PIPE COLLECTION SYSTEM WHICH OUTFALLS TO AN EXISTING STORM'WATER SYSTEM TO NORTHWEST OF THE SITE. THE SYSTEM IS TIDAL INFLUENCED, THEREFORE SITE WILL TREAT FIRST 1/2" OF RUNOFF. 4. ALL TIES TO THE PROPERTY LINE ARE BASED ON THE BOUNDARY & TOPOGRAPHIC SURVEY. 7 SPACES 1 SPACE 8 SPACES 11 . STORM'WATER MANAGEMENT: "'---- ~ \\(18 CO(109'J \.I'ee .....-<F -:; -<3-~ .<) <\] ~if -;j ~ <\] <to ~~ ..rl - - '1!:2>~ ""~. ~. ~.~ / ~..~ ..~ .. >""e.. -'" O. .. ..................... "" ,--' "'. - - .,.,.A..( if -<\] ~ - ""~ ~. .!,..,.-'" - ,/:1 ",- ",- /,'...: '\J ~ ,.......--- ,.,."...- /' /' ~c9......,..- "..........- ,......r' /' .../" ,/ //' /'.: ,/ CO(\..,...,. // '.lee ....- -<l / _7 pd~ ."..."..r d"'''' ".." / <\] -<3-1< ~. - ....-.if ....- 9~'-'" ---< <\] ~" ""~ <\] '9, ,~ .,,- 11'. ,,9, -<3-~ ~o. ",. ~. <\] -<3-1< ~. 11'. ~. ! I i ! ! f i , L , , , "" ,. Ii , , , "" II --- . ------ -- -.-.....' -.....- === ---: -, - - - == ~-- ---~~::::::::::::----- ~,,,# .;..... .""...... ...... /r:", ;;;....:;-;:~~f;' ":f:"::;'O' ':'~:":~~{:1: :;;'::'i:'i /' /~ )uf"? ( .1 I .! .., !. . I 10 20 40 I "d'- "d~' O't'(.I'S ~o~S Ijt>-~ ? r:f \I.t>-l'lG 6~t>-~oUl'li \<111'101' <\]~ ""~ ....r. *\ ~ ,.;>. <\] '9-1< ~. <\] -<3-1< ~. -- --~/-- -r- - ~/- - -.::;r- r \ ( \ I - .-/- - - "r' ",-' ~,,~, ,;,..~ Pin eI19_~i- GorIn t y <\]'9, p (J'r k Sgnd - t.- Key ........ - <\] -<3-1< ~ r. t::;--- <\]~ ~ 'do. <\]~ ~ ~. ~. ;.~ - '~ ...."'. o --- -- - - - - -24"'" rfi _ - - st6 _----- _----- t 2:4"rcp:n= = - - - - -- --- o . 4 r;:- J......... ~(J I . J O)~ NO - 0- ~dl f...1O ~ Z . 4 % . .. STORMWATER MANAGEMENT AREA . 4 . . . 4 HANDI~ RAMPS CTYPl FOOT INDEX I 304 el ectrlc meter W W . tbm 1, se cor of r...... vault, el=6.74' -J .." 'H"~H <__... ....... . . .' . -."..... :.... :...,..' ...... ...,..:...... .........,.'...... ',..,..: ,........:, .,..,:...:.;........;. ......... CJ..,. ", '. r;;:l" . " I LL '.: . .~. ';' . , ... ...... "'" ";;;;;;,,,,, 'r;:;;; ';;"" ... I} D 1.1_ K":.=c-.~-7-~.O:F~T;~~; :,. . . , ..' _ ~ .~.~ b ,0;,,<; .:";;;;;;;~, I/'l 300.00'(L,F TYP H/C R ~ 0(] 6- r...... ". . ." .., <\] -<3-1< ~ ,.;>. ....0. ~. ~. LEGEND TYPICAL HANDICAP RADIUS TRAFFIC FLOW PAINTED MARKINGS AREA LIGHT HANDICAP PARKING PROPOSED CURB PROPERlY LINE PROPOSED CONCRETE PAVEMENT w ...... ......goPP"..,O"tI~.Of..i.' .o(w mol, SITE TRIANGLE (TYP) ~~ ~ . . ' .-... - . . ;..'.;.. ~...; f' "'.. ,....-- .. .~.. '~'H'" ...1... :....... ....." . '.,,, ......, ...... ...... ,...... ....... ....., -.----- . --------- ----- --------- ....... ..... ......, - ...... , ::;..;; ;..;;.~;,.\ ;;.~;;;;.~~.;..:,: . ';~~~f~ ~:~;::; ;~;;~r .. . . c ~ ~. ,..... 'M. 'iype"'('curff'" .............,....... ... .. ..... ....... ............. .."" 'c<~;..~ .:~~.:~".~,.,...:<: ;~.:.::>>I ------- ~....-:;-:-:-....=...-..=-,..-- - - - ..... "u'., ...... ".n,. '...n, .... ....... ......, ...... ...... ----- ~-=--=-.. .-r7ff~~~327cZZT-L'- == == :::::::: :::::::: ----/ ~j. LL LL LL / -LL LL .L--./ ..t. GULF BOULEVARD (01.) ~,~ -----~ ...-:::::;;;;;; ................- ~- .............-- - asphalt road, width varies CONSTRUCT NEW DRIVEWAYS (TYP) FOOT INPEX I 515 ..t)1;)~ :.'.__ c~~~ m!~ll... '(purb., ..n..' ,....... ...1'" ,.un ".."..'." '...., :~;::; ::: :f:; : ~~:::: : :: :;;:';3:;;-; ...... ;:;;: : : ::::3 :; ; ; :: ..--' ;;,';; ,..,,; ";,,,,;;; ";;',, ",,;; "'- __r. ______~___~_~'-_---.;~.----'-,1.1- ~~_.~._..:.--.:-.:..._.:..~._'_-'-.~~:.. .~~.~. .... '.' .'. .:-:'. '.' ...:......:.:......'..... ==~~')F-,---~--.,--.------.----~-~----~___.~-_-~')F_.__.:) . '. . .,." . ,~oon;.(. ~..; . .': . . ,~. "-. .. .'. II' .., . . II II J,I.., ;:;:-~: '::~::7 :f:::::: ...<.... ...IU' ._..... ....."".. ,..u.. ;: m~ ': ~;~r: ,;;;::::;:;~:: :':~: ::o~~ "..~'.~' '.~~~'.~~ :~~~~~~ ....~ un.. ....,<. ...... .."... :;:;~::~~: ;;;:~~ ....,,, u'''' "...."....... '...... .....~. ..u... ........ ...... '.'u". 'u"" ...,,,. ....u. ...... 'n"" '....... -,,,.. '..'..'n...... 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'..,." ...... ..... .......,: ...:....,. ............... ,.. . . .... ...... ....n RIGHT OF WAY type 'r curb ----- ---- ....-- ..,..,. ...".. ....... ..n.~. ....... ...... ......, ........ . . ....... , ...... ~... .... . .,'.... I,.. ..... ...... . n... ......: "V'. .....:. ..;".. ;-It)N""~ SU01Sl^9~ C)c( Z ...." _,.n, ".,.., ~ .:=' """;'t.i;' ' W'f' , ~'(Q ..."l/ifiJ; ::,~,:' .,~,~~\ ~1' '.~.. ~M' ,. .; 0~1 . . '. tA , cc: ~r", l W ,.~~, ...Z< <Q~ ~"'cc: cc:<< <cc:W W.....J ..J~O o Z .. - . LL:I~ O~< >- ...enW -~..J Occ:'" occ: ~~ O. -en ..J mo :)0 a.... ""N'~".#~ @'~.\O~;-:. 1'~~. ~~~ ~o CL~~ "",,,,,,,,,,. z o - I- <C ?- m w a: - LL > W ~ C z <C 00 -f-J U Q) . --. Q) 0- L~ 0...1- o o . CD 0 ~ N ~ co II CD o "- 8 ~ 10 . o z +- ~ CD .0' 0 .! L. 0 0 a. Vl c ii! , l~ ~ , ';\ , '" " ~CC:'" .' .....' ........'"mt."~~rDFWAY ".-:-: -0- __ . .' .' . . .' .' " cone SlY .' . 'I~ . . . . . \. ...---- .....,:---- --..' '. . ......,:.., .....,. .L:..'__w: .--:..: .w:.. '.., .:.......,.. . II' . ... .........,..__: ....... ....~ __.......... "-. '.. '''''''' '" ~ ... ... .... ...... . .... II. ... ...... . .... ....... ..... .?PP'~o~..!oc.(J~io~.. ofexis~:I'i(Jter m(Ji~ ... ~. '~:'.",,",: "':'" "". ".'. "';;t: ,'"; ~~' ." =~ '" "7' ',,,, :frj. p=. E';:";;" '~~c.;;"''''':''''' ~ II II + II II II lane. stripe (typ) R II II II -,..::-:.--:-.,....,.............":"..:::..'...---::-"...... ~ww-::'.. "7:... '"::'"......." .........:-.'....:-.',.."':':':..,.............. """.IT--'......... __JI_~_ --Jl-~- II II ...t)1;)~ .'.~.. CI!!~....'w..,...w.......i~......J-- ,.. '..::: ....... .;;;;:;;:;;::;;;. ..::::: ,,"";';'';' ,.','!i, ;;;;:;'.',,,,, ",,'] " , ",,'i' ,,,,,;;,,;;]:~;; '''''I: _ '''i. .""ii ii,,,; ,,;;;;e;r; ,,;;;;, ".;;;;' .,;;;;; ,,"." ""'" ..,..,.,... "..,,,,,,,,,,,,,,,,,,,,, ...... * ------- i: :~i; i.;; ;;':." : ~i:i:i iiiiii i iiiii, : i; ;;.:: N 5: ~ ~ (/) CD Gl ..... 8 u o ........ 1'J s:: CD 0) ~ s:: .in CD ~ CD .c ~ CUe ON IX) ~g~ "'0) 0>",. ~ ..,. ::JON l/)~N i: . .,JO", 8G:iQ ~ OX l/) Q. < OlElL.. .5~ ~ ~ i 8 ~ :- N "" N o . 0'1.... ", .S 05 . l: O~ 3!:a:: . .."6 e,:,..... z~ _E 0:8 w.~ ~t5 ~.~ ...... ffi~ >1} -c~ m~ 0'1 ~.~ :2.s -c~ I- ~ ~ ..,. 0) N .... <J, I"') o It) oO),e. I"')It)N 0>1',... .....", .- ", x ~o< ~lL.. B'51/'l OG: 0 - It) a.. . It) ~ b . l;;~.- 001"') a..~~ 00,... IX).!!N I"')U"" wZ .....c( -..J me. -f-J Q) Q) Q)- ..c~ (/)1- Sheet No. C-5 ---ST--- PROPOSED STORM SEWER FFE FINISH FLOOR ELEVATION FBBCS FLORIDA BOARD OF BUILDING CODES AND STANDARDS (LATEST EDITION) RCP REINFORCED CONCRETE PIPE CMP CORRUGATED METAL PIPE ~~ STORM SEWER STRUCTURE NUMBER EROSION CONTROL EXISTING CONCRETE PAVEMENT .,":- ..+ .-./' <:J ~ ..-7,0 _ ~,o v ~..if <:J ~ <:J. ?t-(": _ ~ ~~ :<'.a .s. _ -<1 ~ ,0 <9. 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".> _ A _ ~ - 1<' <9. d f . ~ "v Pt:ppt:RS..A- -,- " ~n _0_ pipe, " Y 6R^ZIU!>.N / / \ ~ end of pipe Cl ., ".> o ,,:~.:(24~'P) --"~ (_-+0'_-]9>---'->"" 4" ." ;, '"0.75' +,- ,~+" 0' ,- +," MIE~'~~".>'. +".>., ~~1-: . ~( *~~,M~'~,o - - \" '" ^' \ tree canopy line - 17 /_ ~ ~ ~ _-------2~r~-=---- ---;II ".>~J -^--~,-+".>. 1h29/25/00000/320/0000 '~ - - -- - -- - - ~_-L>- - - - - - '- -- , <---'i~, 'i'\, n ~, _";., "'".~... \: .ll'"'P.-W- = = - - - ~ - "'.. o 'i - ".r-J K.,J,7D " · ---- ' · I ~D '~~IX 9~ n,t '" H ~, ~ :~.Y 9.00 7 ~ .. + ~~ ~":- + CLUS~: rn::.... ""." ~ ,,,.,, '~oP:' "J - 7'~ N42'13' 3~E(L,F) '. _ ~_ ' . '. " _ _ NW R/W(Dl) _ _ ^ ~7,~~.. -' 8.67 300.0~L, C) ~ J ~ +".>10 , ~' (;, .... -j + ~ . + + + 4 <l 4 + U' r=-:'1 + ~,J ".>. ~ ').r> b<':l- + I< <) t · ! .$ , , '<\. /" \ ~" " . ,~ · · · '. ~9~ ~ ' \. \' \ r;:- > a.~ -h '\.. +" ~ \' _:;:;: - " '. .'..OJ SAND KEY @..' '\. ,.a..I.L J~ I ]~ < '\.. ~O:I +" ra "~+" ~~ @ +,,' " " .',...: FIRE STATION .: .:. :' '~Il,QD ~ ~~ H l ii' , ':" ~ = . . .~ ~ ' !;FE _ 8.00 " ,J)l.QlL@ + ~ q ~ -d' .~;? i i :J$ , +' 8 fi,' :{jj "" Q) ... 0...... 60 .....c ~ 5} <.' ie n=-.3.09'(1B"rcp) + · u t: , , ;, ,"-3.09'(1 B'"p) .,,"', I, ""ll:' !.C R^",P 1:'2 '.' ".>'),~ ",,> meter . - 4~ '~IQ , ~ ~'~ - ^--_'t:.,~-.-.,'Y _ _ _ _ _ _ '\. ~GHT OF WA.y..... _ _ --;c- ^ _ _ + ,_ _ ~_\", _ _ ," _ _ "- -y \ ~~....,...,. :.+;~,...:.:.'..';........:...:~....'?.."..,...',".....:.."....'11......<0..,.,....,........ ......,..............'..,........:,....:...~..........:..:.....' o...:.....~..........':...,',',..:.:.... .,..,..,,:.:,..~....:~...:.........:........ I'~o'~ ~ ~~OP:.,,'!~~ti~:;E:~ ....+:!,t~,::.~~:::'mtl: ~~I~~:~B'~~ ;.~: ""'. // ~ ~ \): ) S4213'310:Fl ~~ttr Q ) 300.00'(L,F; ~( ~ ;7 ; 'l ;; ~ -r ~ \00 ~ ~ m *": ::... '''O~~ of ..Ihtuolo :', ..... ...... . ::::::~.:..."::":",,:~..i,,,::,,S~}:r- -r.m-"","~ij"-,",,,,,,,,;;:_,=-,,,,,,,,,~,,~,_.: .,.;:,~'::~.... ~~[JBJ '# .......+IQ~\:.'po':.+!... LI1', . ..... .."..........+.\.:~Ii. +. ................. +", +" +,,':l-,,~' "".>,,, ~/ +"Cl~L!!!!!J ,,:-'0 \.1 ": ~" IQ? 101<,,'\ u.!O . '''+;:'''..'''''' ...... ...... ....... ...... ...... ....... ...... ....... ...... ..+.... ..... ,..JI:;;::J .........f"'-...=- 9'" - -'- -= _ ....c ~ - - - ~~ . ~ ..... ""1 + ... ~. . . ."~ ""'!'" . ~. . ....... '. .. + ,,'/ "'\. 10 + +10 ""J t)'pt'f' C\irb bo~ 'II :'\ - - - - -;::- - - - - = -:::::::::: ~':H..r- - - - _ _ _ ....... .' .' .)( '7.\', . ' . . '5. cqne> s ~ . '. .' . -'lCl . .' ...... .' ..' . ~'. f' .... II'" . .' . +. ~ ~. . III. ',' .' +.' ~ . y . .' . : ...... . :+- ';). ~';). .,. II ,,> " to' .", ""~ .-c~ ,~ - - - ~ = - - - - - - - - ~ ~ - - . - , . .. . .. . + .' " ,.,.,... " " .,".' ," . ....,~.' .', . 5 .~, "10. ' ,_..' .' ..' .' . . ,_"' '-" '::l v '''''''~' - - ~ - - - - - ':-=\.. L- - - - - - - - - - - - . '. . '. ... .' +. ....' +.' .... -1- .' . . . .' -+ 'U .' . .' . .'.. v <J> ," II II " 1'l ,0 . ~~ l. "5 -- - -.'It - - - - - ~_=.- = = '" = = =:= = = == = = ~i":'\I- _ _ _ _ _ _ ~_ _ _ ~ _ _ _' . .' . . '.. . ,. .... + " .,. - -1J- - -+ - - - - ,'" -- - - - --.-."' .~,~.. I ' .. ...... ~ .~y r ----1'-- 'Oir----___===_<. ===-- ------dJ----_____ .. +--- - - - - I ~II lone stri e (I ) " .-Ji'?, ,15 I ,,~~ .... "+ ,'" . ..".. j.. . . _ ".... .l" ~ or- ~ - - _ _ _ -:: _.Y -:: -:- _ -:- -:- -:- ~ ~ _ -:- -:-.:- =:o!:: _ _ _ __ 1 ' I ~ p yp · ~;~:~.84'.t ..' "" '( ,,,,,--. ..,+ "f' .....- :; "~.. .. ..... .... .:-".';'" - "~ ." .. .,;. ,; ;;,' _ ". '.. ...~.' _ _ _ _ _ - - - - -+'~4' - - - - I"~ - - - .;"11 - - - - --?o_ - - - - - - -+." 7h:: ::=::~g:g::;;:l :GUI..F BOUI..i:VARD (on .' "^ " v ....~ _--:--:. 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'oJ;. st2. { . . i."":... ,........... +~.. +~.+.'t.... :-",'. '.' .?:; ...:.. ..... ." curb Inl~t . II i .~. .+: '. . .... . './' ..,":0".' (:/':..+"?~......... ..+ ~e=5.69 n~ (p,~tched grate) JJ... _ _ +(Q.......:..:::::.....~....+..+..=: _ _ _ _ _ lew=-.3.5~('~rcp) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ EL lYP CO IE "J't) b<~' X 48.89 ,.- 48.50 /48.00 Cl EJ -+-.L- ~~ ~ ........ / .,,:-, Cd D D / / ( / ) / ~ / / / I / '.," r'" I / ! / / ! I / o I 40 I 10 20 1'0 :.,'Y -i- I I I I I",'" . .,. + ; J "," + .,. I st6 grate inlet ge= 4. 22' ie n=-1.11'(24"rcp) ie s=-1.09'(24"rcp) , ... LEGEND PAVING. GRADING AND DRAINAGE NOTES: EROSION CONTROL MEASURES NOTE: ELEVATION lYPICAL CLEANOUT INVERT ELEVATION EXISTING ELEVATION 1. ALL CMP SHALL BE 14 GAUGE AND HELICALLY CORRUGATED. 2. ALL STORM STRUCTURES SHALL BE FINISH GROUTED TO INVERT ELEVA TlON. 3. Tl1E CONTRACTOR SHALL NOTIFY Tl1E ENGINEER OF RECORD 48 HOURS PRIOR TO COVERING STORMWATER PIPING FOR INSPECTION. 4. SEE GENERAL NOTES FOR EROSION AND SILTATION CONTROL ALONG WITl1 GENERAL NOTES. REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN Tl1ESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS 40D-4 AND 40D-40, F.A.C. INITIATION OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION 373.129, F.A.C., CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITl1 EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A SEPARATE OFFENSE. PROPOSED PAVEMENT ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED PAVEMENT ELEVATION GRATE INLET MITERED END SECTION 5. SEE SITE PLAN FOR SITE DATA. 6. SEE BOUNDARY & TOPOGRAPHIC SURVEY FOR TEMPORARY BENCH MARK (TBM) LOCATIONS. 7. THE CONTRACTOR SHALL MEET ALL APPLICABLE REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE ACCESSIBILITY REQUIREMENTS MANUAL PREPARED BY Tl1E FLORIDA BOARD OF BUILDING CODES AND STANDARDS. THE CONTRACTOR SHALL MEET ALL REQUIREMENTS FOR CITY OF CLEARWATER AND PINELLAS COUNTY WITH REGARDS TO IMPROVEMENTS WITHIN THEIR RESPECTIVE RIGHTS OF WAY. ALL PVC STORM PIPE SHALL COMPLY WITH AWWA C-900, SDR 18. ALL DISTURBED AREAS WITHIN COUNTY RIGHT-OF - WA Y TO BE SODDED. PROPOSED SWALE STORMWATER FLOW EXISTING SWALE STORMWATER FLOW SURFACE STORMWATER FLOW DIRECTION OF STORM WATER FLOW 8. 9. 10. 11. Tl1E 100 YEAR FLOOD PLAIN ELEVATION IS 11 AS IDENTIFIED BY THE FEMA FLOOD ZONE MAP (SEE SURVEY PLANS FOR ADDITIONAL. INFORMA TlON). CONCRETE PAVEMENT ~ ASPHALT PAVEMENT 9'1li(\8 \.{e8 <:.0(\0 '),'0 <-;,. .,'!' + <:J "9-1: ~. o .,":- + <:J~ ~ 6'. <:J"9-. ~~ \\1'18 ". cona9'1 tree .,'? + "V~ ~~ 6'. <:J "9-1: <"". ~~ <:J~ ~(": 1'". "V "9-~4) "V "9-1-~ ~. d".. <:J~ ~(": "0. ".>b< + A~ *,0 ~~ ~. tree canopy line <:J "9-1,: \d>. .,':l- + S orfd p..- <:J "9-1: ~ ". <:J~ P (j-r k ,'> + 6'. .s. Key *.0.,(. ~. 10 '),. + 0"'1 \in8 tre8 con r <:J~ ~ 1'<9. <:J~ ~ ~. .s. ".>~ + "V~ ~ ~. 1'0. .s. .s. "'~ + 1<'> + Cl' ". " ..+....0;. .' ........ . .,,':' . . s: cone ~/w 'un, >~_.._, ,..+.A.. .:..... ,.___. .. on .__u~_ .n___. _______ u__:._ .__n.. _.__:__ ~ ~ 10' 10' .+ :~". ...... ............ '.+ 'O~ .10' . . . 10' ......+. .....-...... ............ . .. ............. ....... ....... ...... ...... ....... "-I- RIGHT OF WA. Y - rr- ,: ~ I~ o o lO '0 0 g (',j " (Xl II (() 8 "- a ~ Ii) ~ 1-. , o z - ~ q) 8 'e) 0 .! I~ L. 0 0 I~ a. Vl ~ ~. ~ " ~ ~ OJ J: 0.. (f) N -J OJ .! D o () o ......... "0 q) ~ c o ~ ~ ~ () 0 ..... It) N _ 0 z c C) 'iij q) ,0 ",SUOlS!^9~ i ".. "I' i" ;.'~.:<.; /~~~.! ,t ....:..~ a ,..;:':, ',h,.," , ^' .Hf~' ~~o ') ,.' .j :B~' ~~~~\ J)~ ~ "\'.'~ ~" lit"'" . ~ fl.'~ . I · ~. ;,}'l~' I,~ ,g ;~.~'"". ~IJ I: . ~'~:,j ,:' ~~. ~ ~~tl~/. ~.~:,.~~ ;.~~ 4( Q ~ ~~ 1.0. ~~~I~ 4(Q:w wl--I -I~O o Z .. - . u.:i~ O~4( >- 1-0W o~~ oQ: ~~ O. -0 -I mo ::)0 a.... ~ OCl/CO OON "It <0 I' Q)~~ ~ "It .::J D CI/ en~N .~,:, '"Uti:.... Q) co ... . .....ox en a.-< ClELt. .5~ ~ ~ i 0 o ~ :- N N . I') .... co CI/ o 01.... .S . c:: Ol5 l:a:: . t; ...... CJi !:e CCS W.~ ",""N".. W ~ 111111"1 II~I <<lrI]'~.'n~p~ ~.~ ~"'I'"'' -' I .... ,III 111111 ~ \~{ J ffi ~ 111m ~.;) CL~" Q. ........'Nil""'. ~ >- ~ :. c( e ~m~ / 01 c('~ Q.~ ::s.s c(E I- ~ (J "It 0) CI/ - & I') o It) OO)rt I')It)N Q)I'I' ~~x ~o~ ~ g~1t) oi:i:o - It) a. ..: I') ~.!:. ODI') a.~~ ODI' COQ)N I')UI' z o - l- e( l- t/) . w Ct: - LL >- W ~ C z <C t/) o<S C"JZ z<C -...J Co. <Cw Ct:C) C"J<c "'Z C"J- z<C -Ct: >C <C c. .......... () Q) '-, Q) 0.......... L.._ " Q.. I- .......... Q) Q) Q) ..c~ (/)1- "".' Sheet No, ~ , '- C-6 GENERAL NOTES FOR PLANTING 1. DO NOT AUOW AIR POCKETS TO FORM WHEN BACKFIUING. 2. SOAK IMMEDIATELY WITH WATER FOUOWlNG PLANTING. 3. MAINTAIN THE ORIGINAL GRADE OF THE TREE BASE. 4. 5. SCARIFY BASE OF PLANT PIT TO A DEPTH OF 8- MINIMUM. DO NOT BREAK ROOTBAU. SOIL PLANTING MIXTURE (MIX ONSITE) TI-iE LANDSCAPE CONTRACTOR SHALL FURNISH FROM HIS SOURCE A GOOD CLEAN, LOAMY, DARK TOPSOIL WHICH SHALL MEET THE APPROVAL OF THE LANDSCAPE ARCHITECT. TI-iIS TOPSOIL SHALL BE USED FOR ll-lE SOIL PLANTING MIXTURE AS FOLLOWS: A. TWO-ll-lIRDS PARTS TOPSOIL B. ONE-ll-lIRD PART PEAT MOSS. ll-lE SOIL MIXTURE WILL BE USED ll-lROUGHOUT ll-lE ENTIRE SECTION OF EACH PLANTING AREA TO A DEPll-l CONSISTENT WITH ll-lE ROOT DEVELOPMENT OF ll-lE PROPOSED PLANT MATERIAL ALL PLANTS SHALL BE HARDY UNDER CUMATIC CONDIllONS SIMILAR TO THOSE IN ll-lE LOCAUTY OF THE PROJECT. ALL PLANTS SHALL BE FLORIDA '1 OR BETTER. ALL PLANTS SHAU BE TYPICAL OF ll-lEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH. ll-lEY SHALL BE SOUND, HEALTHY AND VIGOROUS, WELL-BRANCHED AND DENSELY FOUA TED WHEN IN LEAF. THEY SHALL BE FREE OF DISEASE AND INSECT PESTS, EGGS OR LARVAE. ll-lEY SHALL HAVE HEALTHY, WELL-DEVELOPED ROOT SYSTEMS. SUBSTITUTIONS: WHEN PLANTS OF A SPECIFIED KIND OR SIZE ARE NOT AVAILABLE, A REASONABLE SUBSTITUTION MAY BE MADE UPON REQUEST IN ~JllNG BY THE LANDSCAPE CONTRACTOR, IF APPROVED BY THE OWNER OR HIS REPRESENTATIVE. SIZE: ALL PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED IN ll-lE PLANT UST. EXCEPTIONS ARE AS FOLLOWS: PLANTS LARGER ll-lAN SPECIFIED IN THE PLANT UST MAYBE USED IF APPROVED BY ll-lE OWNER OR HIS REPRESENTATIVE; BUT, USE OF SUCH PLANTS SHALL NOT INCREASE THE CONTRACT PRICE. IF THE USE OF LARGER PLANTS IS APPROVED, ll-lE SPREAD OF ROOTS OR BALL OF EARTH SHAU BE INCREASED IN PROPORTION TO THE SIZE OF ll-lE PLANT. AS PER THESE DRAWINGS, AND SPECIFICATIONS, ll-lE -HT: (HEIGHT) OF PROPOSED PLANT MATERIALS, UNLESS OTHERWISE SPECIFIED, SHAU MEAN ll-lE ACTUAL DISTANCE AS MEASURED FROM THE SOIL STRESS MARK ON TRUNK OR BASE OF PLANT TO ll-lE TOP ELEVATION OF THE PlANT. I I I I ) I / /' I p. ,/ *)' 1';' , , f / / ( i ! I o I - 10 20 , / /~(;:; IV) v ! j ?vV {"') i J f , :.J' i ~/('J~.,:; ('J;~r '}~~ ;'; 4 ;(;1.' t:; ;~. ';; m ~ . -; -; , ! ./ 4. ) e 5; ;;; -- < Cj ~/ ~ 2 /;. :\<;~)) ", ". "" ", ~';'\.6 ", ", ." "\ .}~:~.~;; 0:~,.1~ .~~~:: ,.~! /..,-.,..? \... t v~ g,-,~ ,., (/ :;; "K: ~;;. r,; ~? fA ??. ;;; g :'j,) h, '.) q.. ;~ ;~ ~/~ tl (/ i I F;i'(~ .!,.. i' ", .' f;: : ; ;; I ' !? ; I :::j.:';(: if . y'" ! 1 , . ..:::4 ~ '['fA' 'l\\ 'j~; ';, ') 41' V' \;~~'-_. '- '- \" ,................ RIGHT OF WAY - - .. N'+__U "Un _'nu "Un unu n.n . un uun uun. ,n;__. "'" . u, '.. 1,)~'" <",..,.")..::, /. ,>/:; \"" 1-; f;.*?#;f$i 1)''1' "'<"'::::,~';2~::,:"'" ',' V .' ..... '. ,~:''', *;JP (fit ""'" ':1~::. ~;:?,:r ...un ~ .....//....,., :~..:-. '. "~~~: V1? '~ ~ ~r; .. - .. ... :~':. .", ~. :.:' -, . "--':~"" ,:, /;, " .... ,. ... ...... ...." ''',n ''''.. un , .12 '{(: .. t". ..."._ 1.,1;"1~ 'f c~...{{b "{", .~ '''nl/ YJ~' f.: /t"f '-';) . .n.f... .u..',.. :$ +........ .}; l..!:: ,.,.}'; ? ..? '~ Ii 1), <~",;~;s1' ;~;l' ()~ ~F .-............. ..... ...1............... ... ....... .. ..... ....... 4/; " .K4>Y'" um:' ,,',z:;f::::J..:...u .. ::.." ',::", '::,;,,, ,,:,,~;'~~~~'~"':':~".:., om ..." . ';... "" ,.. '1'" "uu """ " '1'. <.,.~~>;::~). .... \~..... ....... ..... .. ........ t'" uu"..n "un.., ..<<n... ...Un ..... _,.n..., ...u..~, . .. """'T ,.,.;.p.. ;1 ;.;)~' ....... , u.~ 1;?'Y (', I'".'/<*'-= vt{i ~;;;:~ .. ....;;;: ,;L~' .::: ... ... i I y" ... ?;"~~~. \('1"' "Wi ..' -.. ... .... .;;~.il:::, ..... t ';1~ ~ \~... (,~~).!.:? M' ... ,..{l .. .:\ "/l F Ji,/ (e" I ;...",. ..... yV;'" l \f 7' ! ;;);/ %4 '-". ,.~a' -- "~y-:'_;~;~~~;-}~=}: ......Jr,.... ... <;) /.,0 .;,..?J' 1/"1/.;; v~ f;' """F"'~" ~,,# .. ..... ..,.. :.~::..) .~ ::.':...'~ ""'/\~M~t" ~., -' "., ,;, ~~- . \ - , ,,,.-- ",." ,oN -- <<:; if- .;- ~ ::. ; ~j ~<"__ u.. "; "i ~) , :.:;Y.... ... LANDSCAPE SPECIFICATIONS WORK UNDER THESE SPECIFICATIONS SHALL CONSIST OF PREPARATION OF PLANTING AREA; FURNISHING AND PLANTING ALL PROPOSED NEW PLANT MATERIALS SPECIFIED HEREIN AND AS SHOWN ON THE DRAWINGS, INCLUDING BUT NOT LIMITED TO FINISHED GRADING, FURNISHING TOPSOIL AND SPREADING SEEDING, STAKING, WA TERING, PRUNING, FERTILIZING, MULCHING, AND LAYING SOD; AND MAINTENANCE AND PROTECTION OF PLANTS UNTIL FINAL ACCEPTANCE BY OWNER. ll-lE CONTRACTOR SHALL FURNISH AND INSTALL ALL PLANTS SHOWN ON ll-lE DRAWINGS, AS SPECIFIED, AND IN QUANTITIES USTED ON ll-lE PLANT MATERIALS UST. ll-lE OWNER SHALL HAVE ll-lE RIGHT TO REJECT ANY AND ALL WORK AND MATERIALS WHICH, IN HIS OPINION, DO NOT MEET ll-lE REQUIREMENTS OF THE PLANTING PLAN, DETAILS, AND ll-lESE SPECIFICATIONS. NO SUBSnTUTIONS SHALL BE MADE TO ll-lE PLANTING PLAN, DETAILS. OR ll-lESE SPECIFICATIONS WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE OWNER OR HIS REPRESENTATIVE. ll-lE LANDSCAPE CONTRACTOR SHALL STAKE AU PLANT MATERIAL LOCATIONS FROM ll-lE PLANTING PLAN PRIOR TO INSTALLATION FOR APPROVAL BY THE OWNER OR HIS REPRESENTATIVE. AU PLANTING BED AREAS SHALL BE FINE GRADED BY ll-lE LANDSCAPE CONTRACTOR. ll-lE LANDSCAPE CONTRACTOR SHALL EXAMINE THE SOILS OF AU PLANTING AREAS PRIOR TO SUBMITTlNG BIDS FOR ll-lE SUITABIUTY TO SUSTAIN HEALTHY PLANT GROWTH AS CAlLED FOR ON ll-lE PLANTING PLAN, DETAILS, AND THESE SPECIFICA TI ON S. SURFACE OF ALL AREAS TO BE GRASSED SHALL BE PREPARED FOR PLACEMENT OF SEED OR SOD BY LANDSCAPE CONTRACTOR ACCORDING TO SPECIFICATIONS. UPON COMPLETION OF THE LANDSCAPE CONSTRUCTION WORK, THE LANDSCAPE CONTRACTOR MUST ll-lOROUGHL Y CLEAN UP ll-lE PROJECT SITE. AU PROPOSED PLANTING AREAS FOR TREES, SHRUBS, AND GROUNDCOVERS SHALL BE TOP DRESSED Willi A MINIMUM OF ll-lREE (3) INCHES OF MULCH SPREAD UNIFORMLY IN DEPTH OVER ll-lE PLANTING BEDS AS DELINEATED ON ll-lE PLANS. ALL PLANTS, UNLESS OTHERWISE SPECIFIED, SHALL BE NURSERY GROWN STOCK, AND SHALL COMPLY WITH AU REQUIRED INSPECTIONS, GRADING STANDARDS, PLANT REGULATIONS AND REQUIREMENTS FOR MEASUREMENT, BRANCHING AND CULTURAL PRACTICES; AS SET FORTH IN ll-lE FLORIDA DEPARTMENT OF AGRICULTURE -GRADES AND STANDARDS FOR NURSERY PLANTS-, PART I AND II, INCLUDING REVISIONS AS DETERMINED BY THE STATE PLANT BOARD OF FLORIDA. /f" /36~ ~EP/ /EX~ ~EWAI~ "r,., 40 ] ".....~ (,.',.1' '\ <- ': 7 '~i;.-;,. f., j j....... .,/1 '7 '''i;.-:;, <~J /.'~~t* '} <~;~;.:-/.j'/j ./ ...J <'" .-(" / '?':v,.., \:y., ,. 1':; y . "', ...;:.~;.:.):~:~:.;.~~)'-jjj /' : ,,~. ....... "r' .;'; ~ /~'\" . {:-' ::/ ~,~;; /.:~~ ,;r -; : C;J) ~ /<.:$ f-" r' \ ..... --"'/ .. ,) C}'j { --~ .... '{) '.- ",.-; i/~'}/" "~A.N, r /0. ,.'~ ~ ,.. f; 1':> -':.)" ^ -".;"-;' (', iC~ ,}, . ...... ;;j .,' .. \Cif .,I.J > .?;.,' vr '(..- ' " ~,,(Q/ " r.,-',C 'j/<< i{; ,.. v !: ~ /~ ',::; :': ~~~1' ,-. N :,;::" "C(If;(,1 .:, f'f'" m ), ')1.1 '~'i ~j:~'-:-p) -:'/'-:";~/;;) RIGHT OF WAY 1:;(' ,; ,'/' ~ '.,,,... 0r:J ;:~ VI ::: r' ',." '.. ' ", ";f,, '(;" .. - -- ........ - LANDSCAPE PLANT MA TERIALS SYMBOL QUANTITY SIZE REMARKS INTERIOR LANDSCAPING REQUIREMENT TOTAL PAVEMENT - NORTHSIDE VEHICULAR USE AREA: 3,995 SF TOTAL PAVEMENT - SOUTHS IDE VEHICULAR USE AREA: 3,555 SF NAME SPACING WR WASHINGTONIA ROBUSTA /WASHINGTONIA PALM CLEAR TRUNK HEIGHT VARIES (12' TO 18') AS SHOWN 11 EXISTING PALMS ARE TO BE RELOCATED TO LOCATIONS AS SHOWN 18 EP ELEANGNUS PUNGENS /SILVERTHORN 36d O.C. 107 MIN. :3 GAL. EACH SIDE LESS THAN 4000 SF: NONE REQUIRED Ll LAGERSTROEMIA INDICA /CREPE MYRTLE AS SHOWN 4 MIN. 8' - 10' HT. 30 GALLON PERIMETER LANDSCAPING NOTES 1.NATURAL VEGETATIVE BUFFER PROVIDED BY ADJACENT COUNTY PARK SITE ALONG WESTERLY AND NORTHERLY PROPERTY LINES 2.DUE TO PLACEMENT OF PROPOSED BUILDING, SOME REQUIRED LANDSCAPE BUFFER PLANT MATERIAL HAS BEEN PLACED IN R/W AREA. MULTI BRANCHING SPECIMUM MIN. 2-3 CANES MULCH CYPRESS MULCH SOD MIN. THREE (3) INCHES OVER ALL SHRUBS & GROUNDCOVER BEDS AND TREE PITS UNLESS OTHERW II SE NOTED ON PLANS. 5700 SF PASPALUM NOTATUM dARGENTINAd /ARGENTINA BAHIA NO GAPS, STAGGERED JOINTS AS SHOWN FIRMLY MATTED ROOT IRRIGATION NOTES: A 100% COVERAGE IRRIGATION SYSTEM SHALL BE INSTAlLED FOR AU LANDSCAPE AREA AND MAINTAINED AS A FULLY FUNCTIONING SYSTEM IN ORDER TO P'RESERVE ll-lE LANDSCAPING IN HEALTHY GROUND CON DillON. LANDSCAPE LEGEND IF THE IRRIGATION SYSTEM IS CONNECTED TO ll-iE PUBUC POTABLE WATER SUPPLY SYSTEM SHALL INCLUDE A BACKFLOW PREVENTER AT THE SERVICE CONNECTION. THE IRRIGATION SYSTEM SHALL BE INSTALLED SO AS TO MINIMIZE SPRAY UPON ANY IMPERIVOUS SURFACE, SUCH AS SIDEWAU<S AND PAVED AREAS. ll-lE IRRIGATION SYSTEM SHALL INCLUDE A RAIN SENSOR/SHUT OFF DEVICE OT AVOID IRRIGATION DURING PERIODS OF SUFFICIENT RAINFALL. UNDERGROUND IRRIGATION SHAU NOT BE INSTALLED WITHIN ll-lE DRIPUNES OF EXISTING TREES UNLESS ROOT PROTECTION MEASURES ARE PROVIDED. 4" o EXISllNG TREE SIZE -@ QUANllTY ABBREVA TION (BOTANICAL NAME) ../ (",. (SEE SURVEY AND DEMOLlllON PLAN FOR EX. TREE LOCA llONS AND SPECIES) /'.... /"",u, /. / /"" ....; ; -.J . ~,0 '/r,'t, "".~' ,,' " V) d"'" ..."'...r..j r.::J "S:-:/..,,~ '#" ('J ft~'-:-. '" "~"0:'" ).0; 1/: ("/" ....... .<'j :::.. /.}1;1;~~f;: ;\,... '1,;.:., ,~,.-~_ ~/ ~~"rf ~p",... ,,<,~ ~j", 1'; ):.r""" ./1(.J "'.. ':1'" ".., ,"~"/ ~,' "'-', "'. 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Sheet No. , z o - I- <( I- en W D: - LL > W ~ C Z <( en ~ u Q) . --, Q) o~ L._ , a... ~ 0, <.s i.~ <~ I- ~ ~ ..,. 0) N ... /3~ ,\ WR/ " ,'.; cJJ I<) o It) 00)~ It)It)N ul::i" ~""x ~o~ 'U af't: UOIt) 0U::0 a: ..: ~ ~2:. 001<) c..~~ o 0" IOUN ~ I<) a "...... '/ ..... W 0. <Cz O<C C/)..J Co. z <C ..J ~ Q) Q) Q) ..c~ (/)~ ...... ..... .\. C-8 ...... 7. 8. 'I. 10. 11. 15. lG. 17. 18. 1'1. 20. _'_A' .-.:--'_._.~ -..il.2mAW- 1IIilI!.1 1. LANDSCAPE NOTES THE WORK CON&I&T& Of THE COMPLETE PLANT MATERIAL IN&TALLATION A& &HOWN ON THE DRAWING& AND A& HEREIN &PEClfIED. THI& WORK &HALL INCLUDE. BUT 1& NOT LIMITED TO. THE &UPPLYING Of ALL PLANT MATERIAL &PEClfIED. THE fURNI&HING Of LABOR. EQUIPMENT. APPLIANCE& AND ALL MATERIAL& CALLED fOR. AND IN PERfORMING ALL OPERATIONS IN CONNECTION WITH THE LANDSCAPE INSTALLATION AS &HOWN ON THIS PLAN. fURTHER. THE WORK SHALL INCLUDE THE MAINTAINING Of ALL PLANTS AND PLANTING AREAS UNTIL ACCEPTANCE BY THE OWNER, AND THE fULfiLLING Of ALL GUARANTEE PROVISIONS AS HER.EIN SPECifiED. NO SUBSTITUTIONS &HALL BE MADE: WITHOUT WRITTEN PERMISSION Of LANDSCAPE: ARCHITECT. IN THE: EVENT Of VARIATION BETWEEN THE PLANT LIST AND THE ACTUAL NUMBER Of PLANTS SHOWN ON THE PLANS. THE PLANS SHALL CONTROL. PLANT MATERIALS WILL BE IN&PECTED BY THE OWNER'S REPRESENTATIVE AT THE JOB SITE PRIOR TO INSTALLATION. WHEN INSPECTION WORK DOES NOT COMPLY WITH THE REQUIREMENTS, REPLACE: REJECTED WORK AND CONTINUE SPECifiED MAINTENANCE UNTIL REINSPECTED AND fOUND TO BE ACCEPTABLE. REMOVE REJECTED PLANTS AND MATERIALS fROM THE PLANTING SITE WITHIN 48 HOURS AND REPLACE WITH ACCEPTABLE MATERIALS. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE: MANNER. THE: OWNER OR HIS REPRESENTATIVE RESERVES THE RIGHT TO DIRECT THE REMOVAL AND REPLACEMENT Of ANY ITEMS WHICH. IN HIS OPINION. DO NOT PRESENT AN ORDERLY AND REASONABLE NEAT OR WORKMANLIKE APPEARANCE. PROVIDED SUCH ITEMS CAN BE PROPERLY INSTALLED IN SUCH ORDERLY WAY BY THE USUAL METHODS Of SUCH WORK. ALL PLANT MATERIALS SHALL BE GRADE fLORIDA NO.1 OR BETTER AS OUTLINED UNDER GRADES AND STANDARDS fOR NURSERY PLANTS, PARTS I AND N, STATE PLANT BOARD Of fLORIDA, SHALL CONfORM TO AN51 STANDARDS fOR NURSERY STOCK CANSI 2GO.1-1'180). ALL PLANTING BEDS SHALL BE MULCHED WITH 2' PINE STRAW. 1007. ORGANIC. fIBEROUS-TYPE GRADE '13' OR BETTER. ALL TREES 7' OR LARGER &HALL BE STAKED AND GUYED WITH VERTICAL 2'X2' PINE STAKES OR 3' DIAMETER POST AS SHOWN IN DETAILS. NO DEVIATIONS UNLESS APPROVED IN WRITING. PLANTING SOIL fOR ALL PLANT MATERIALS SHALL CONSIST Of TWO (2) PARTS Of TOPSOIL WITH ONE (1) PART PEAT MOSS AND TWO POUNDS fERTILIZER PER CUBIC YARD. WELL MIXED. ALL PLANT MATERIALS SHALL BE WATERED BY THE CONTRACTOR THOROUGHLY WHEN PLANTED AND DURING THE PLANTING TIME PERIOD UP TO fiNAL ACCEPTANCE BY OWNER. PROVIDE NEW TOPSOIL fOR BAHIA SOD IN ALL fiELD'S INfiELD. OUTfiELD. AND fOUL BALL PLAYING AREA. TOPSOIL SHALL BE fERTILE. BLACK IN COLOR, fRIABLE. NATURAL LOAM, SURfACE SOIL. REASONABLY fREE Of SUBSOIL. CLAY LUMPS. BRUSH. WEEDS AND OTHER LITTER. AND fREE Of ROOTS. STUMPS. STONES LARGER THAN 1 1/2' IN ANY DIMENSION. AND OTHER EXTRANEOUS OR TOXIC MATTER HARMfUL TO SOD GROWTH. OBTAIN TOPSOIL ONLY fROM NATURALL Y. WELL DRAINED SITES WHERE TOPSOIL OCCURS IN A DEPTH Of NOT LESS THAN 4iJ' DO NOT OBTAIN fROM BOGS OR MAR&HES. CONTRACTOR SHALL PROVIDE SOILS TEST REPORT SHOWING pH AND N TRIENTS. - pH &HALL BE 5.5 TO G.O. If NOT THEN USE THE APPROPRIATE SOIL AMENDMENTS TO REACH 5.5 TO G.O. GRASS SOD SHALL BE ARGENTINA BAHIA GRASS AND SHALL BE WELL MATTED WITH GRASS ROOTS. THE SOD SHALL BE TAKEN UP IN RECTANGLES PREfERABLY 12' X 14'. SHALL BE A MINIMUM Of 2' IN THICKNESS AND SHALL BE LIVE. LIVE. fRESH AND UNINJURED AT THE TIME Of PLANTING. IT &HALL BE REASONABLY fREE: Of WEEDS AND OTHER GRASS AND SHALL HAVE A SOIL MAT Of SUffiCIENT THICKNESS ADHERING fiRMLY TO THE ROOTS TO WITHSTAND ALL NECESSARY HANDLING. THE SOD SHALL BE SHADED AND KEPT MOIST UNTIL IT IS PLANTED. DUMPING fROM VEHICLES WILL NOT BE PERMITTED. DAMAGED SOD WILL BE REGECTED. REPLANTING &HALL BE DONE WITHING 48 HOURS AfTER TIME Of HARVESTING OR SOD &HALL BE KEPT DAMP UNTIL PLANTED. SODDING SCHEDULE. 1. SOfT SPOTS AND INEQUITIES IN GRADE SHALL BE CORRECTED BEfORE BEGINNING SOD WORK. 2. GROUND SHALL BE SUffiCIENTLY MOIST PRIOR TO LAYING Of SOD. 3. LAY SOD WITHOUT VOIDS. BY ROLLING. SOD SHALL BE THOROUGHLY WATERED. THE SURfACE SHALL BE TRUE TO fiNISHED GRADE LINES. EVEN AND fiRM AT ALL POINTS. 4. PLACE SOD WITH STAGGERED JOINTS CLOSELY BUTTED. ROLLED TO AN EVEN SURfACE TO THE REQUIRED fiNISHED GRADE. AVOID CONTINUOUS SEAM ALONG LINE Of WATER fLOW IN SWALES. PLACE SOD IN ROWS AT RIGHT ANGLES TO SLOPE. 5. fERTILIZE. ALL SEEDING SHALL BE STATE-CERTifiED SEED Of THE LATEST SEASON'S CROP AND &HALL BE DELIVERED IN ORIGINAL SEALED PACKAGES BEARING THE PRODUCER'S GUARANTEED ANALYSIS fOR PERCENTAGES Of MIXTURES. PURITY. GERMINATION. WEED-SEED CONTENT. AND INERT MATERIAL. SEED SHALL BE LABELED IN CONfORMANCE WITH U.S. DEPARTMENT Of AGRICULTURE RULES AND REGULATIONS UNDER THE fEDERAL SEED ACT AND APPLICABLE STATE SEED LAWS. SEED THAT HAS BECOME WET. MOLDY. OR OTHERWISE DAMAGED WILL NOT BE ACCEPTABLE. ON-SITE MIXING SHALL BE DONE ONLY IN THE PRESENCE Of THE PROJECT MANAGER. SEED MIXTURES SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE AND PROPORTIONED BY WEIGHT. SEED CERTifiCATION SHALL BE SUBMITTED AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO SOWING. SEED SHALL BE: ARGENTINA BAHIA (G LBS. PER 1000 Sf fOR ALL OTHER AREAS). OVER SEED AT 2 LBS PER 1000 Sf. Of A MIXTURE Of WINTER RYE OR MILLET. (DEPENDING UPON SEASON). THE CONTRACTOR SHALL NOTifY THE LANDSCAPE ARCHITECT Of ANY CONfLICT OR DISCREPANCY IN PLANS PRIOR TO PERfORMING ANY WORK IN THE AffECTED AREA. CONTRACTOR &HALL CLEAN UP AND REMOVE fROM THE PREMISES ALL SURPLUS AND DISCARDED MATERIALS AND RUBBISH fROM HIS CONSTRUCTION. ALL SHRUBS AND SOD SHALL BE GUARANTEED fROM NINETY ('10) DAYS AFTER fiNAL ACCEPTANCE BY OWNER. ALL TREES SHALL BE GUARANTEED fOR ONE (1) YEAR AfTER fiNAL ACCEPTANCE BY OWNER. fiNAL INSPECTION WILL NOT TAKE PLACE UNTIL ALL MATERIALS ARE PLANTED/INSTALLED CORRECTLY. CONTRACTOR WILL REQUEST A fiNAL INSPECTION BY WRITTEN LETTER TO OWNER. UPON fiNAL NOTICE Of fiNAL ACCEPTANCE. THE OWNER WILL ASSUME MAINTENANCE AND THE GUARANTEE/ WARRANTY PERIOD BEGINS. ALL SEEDED AREAS SHALL BE HAND WATERED UNTIL TURf IS ESTABLlSt1ED. TYPICAL MULTI-STEM TREE PLANTING DETAIL N.T.&. TYPICAL TREE PLANTING DETAIL N.T.S. 2. 3. 4. 5. G. 13. ~~l\ ......0.. _t'R~;g;- ~~ 1\ :;[ - ~~~~~. ~ a ~ ;y .C;.; _ -,." - ~!l '1::" . , JU, 5/0' 1M. 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WITH PfAT (3) 2' WOOD STAKf:' j- ~m.: ::'l .'.:.' ::::it M05S/ffRTLIZfR t1X~. 5a: ~ ',:.. . :'::.' ~ C()IIITRACTORS 1'I0T[S AND Sf'fCl'lCATIONS. [)(IS TtlG 501. illITi ',;:; '.. . ':';'. Ii RooT5ALL ~ CONTAKR GROWN PALM =~'::'"'' ".:-:-:. ~ .,.,.," . ", ~ \ t . '. m .\ill'" ~~ .1......111 ~. _~~illUJ~~,;,~ ~.t 7 ALL PALM fROliOS ~D TO mM'lAI. flU) AND TRfATro WITH ANTtlf:&lCCANT mOR TO TAAN5IT !5 LA met 01" aJiUf' CWlW'f'fD AT POINT 01" &lJ'PORT> ~tla~ ~~ ~ ~ \ flRt1.Y COMPACTm &AUCfR ~ oOt\ ~ ~~ /r Of &UffIClENT HfJGHT TO (V Q t'l... CRfATf A 3"-4" &01. L.P Gt\ f~' <r AROlW 5l1RU6 .~V4_ r &OD lI1T "6 .~ ;niW r In........ -III .......:...,. ... ',(: n '. ~ill== - nT \~",'(~ :-i":'~'~~'" Ill== ! ~ APPROVfD TOP&OL 6ACKfll -nT :.".a' ....---.. ,"'o(,...t.i"~m~"""-- == .' -.:.......;.:; ..::::;.;.:;.., "FHJ . W/ PfAT MO&&/ffTLlZfR "fiT :':~::.?;i.~~;, ..:.:~,,~..,' ;-)~~:. _. I1XTUR!. &f! CONTRACTOR& g;! ,'('';::~';''~'" ::'<~': '. .,'.,','. ill.... NOTf&/&PfClflCATlON& _ '....'~\I"'\ ....,. c'" . ...~.J> III .....V". ~.. .~..:'~. ..~':-'" == ~:~>' . I==III==III~~; >~"" ill i3 =lli~ Illmllim!!l ~!!lrrr::=n-'m.!..~~lll ==111 == ==111=111== ==111==111 ------ ROOT6ALL Of CONTAt-lER ~- TWlCf ROOT6ALL ~ GROWN 5l1RU6 DlAMfTfR 3' f'tlf ISARIt PM: &TAAW. OR tuCl1 Sf'fCl'lfD ON PLANet. 2' PIN! 6ARK OR PIN! &TRAW I'UCH fXl&TING &OIL TYPICAL PALM PLANTING DETAIL TYPICAL SHRUB PLANTING DETAIL N.T.S. N.T.f>. 0 Ji 0 .- to - 0 .- I ~ l"') 00 ...t- o ~ ~ 0 0 z L/) " 0 Z 0+- 0 CD CD c 'cr 0 CD 0 0+- - ... 0 0 .~ a. Vl c".,-: 11 " 0 " N ::c N ....J n.. ....J CD (/) CD U ~ 0 0 "'- 0 'U C CD ....1"1t'l-~ .:::t. C en 0 ~ 'v; CD 0 SUOlS1^a~ CD .J: ... C U C in ;.,# , .'j",'':>''. '.0'. " Z,.:i~' :;':"',~,~'~ - . }l!. I,' €I:~ 0::" . ~( (\I,,,, ~~~: ~ " c'. ~j~ ~~: ~(; ,.~iii' .t~ i: a: iiJ....ll, \ \~~' .l.I.~ ~(). :,' 't. ~ ~ ~ .~":'~~{~ ~-:::- 3:~a:.. ~a:~- w .... W ONaJ .J 0 .J ~~~ O - 0 ~~.;. Z ='ON .. (/)1Jt'l OLL 20- W i~~ > iJ ox '- J c( (/) 0..<( ,... ~ D' E I.L. !:: 0 W E~~ O~.J jg """.... ~. ...""" c::;; o ... N N ~ ~ .,~ ~ ~ 08 o · 2!:a: - 0 . .J .."6 C).... ~ 0 z~ ::) 0 _ E Q.... ex: 8 W'~ ",,,,N,,,,,,- Wz tS IIII I1III IIII 11~?\ G.~ ~'"'~~''' ~~~J ffi ~ IIIU,illl Hllb -::.~.P CL~ > lit 1111 ~~NI"'~ / ~ · <( e ~ a:J '; l), ~.~ :E.s <(~ I- ~ t3 [~ 4" .. . ('. z o - I- <C l- t/) W a: - LL > W ~ C z <C (J) ~pI)~ I q ~ ~ ""~ ~ rp 1 ~~ (J t. ~ ~ 2 - ADJ-A-TIf (BlACK) TIf& ~ -..~ ' ~ ~ ~) #5. l' WIDf ~ ~~ ~ ~~ ~~ ~~~.~ " , 1\\'; v \'fJ" '" 'V1 }\/ ~v/ -. l,{ ~ 4 / ." PIU_ OR ~f &_W, 3'-4' EARTH SAUCER ~2" 0 ~ _ L ~DSCA >E / AREA -ll!~~ .. II ~1II nTm"lff: ' . "1:-;<. ," . II,ill- -ITTm : ~I ~ APPROVED TOP&OL 6ACKfU ffEm . = W/ PEAT MO&& I"ERTLlZER = . . . '. I1XTI..Rf. &ff CONTRACTOR& Tl1~ .... . _ ==' _ ~ II NOTE& AND &PfClfICATlON&. ill Jl -:llFllI ill ill-IU-1l = Il==-=== l= .) , ~ '" - lV. OR ~" "". ~ , r; L . L, / OR A& 5l10WN ON PLAN& DURING LAND AI. TERA TlON AND CONSTRUCTION ACTIVITIE&. IT 5l1ALL Bf UNLAWfL.t TO REMOVf 6'1" GRU8B1'1G OR TO PLACf &OL DrPO&lTS. Dr6R1&. &OLVrNT&. CON&TRUCTlON MATERIAL MACHtlERY OR OTHER fQUlPMrNT Of ANY Kffi) WITHIN THf DRf'I..INf Of' A TREE TO Bf RfMAtlfD ON &lTE lRE&& OTHERWl&E APPROVED 6'1" THE C~TY. . . . , ' . --10' MIN~ t. tJ '4 " h ' n ~ .' ~~ 80 {i ~ ~ ~.... ~ CO' ~~ \( ~j\; Lm ~ "1}/ r"o 5tlo ~ - LA \,..,'1l....~ 11 ". If c : '" ~- ~ ~ ~ IX "1 N (~; y I ~~cr" ~V) 1-4'-5Y ...... -lQ'~llUtl':'--'A _ .1 J L "'~ ~ "(~ '.' ~ r-' r--- ~'"L~ ~-- - '-- ..... I' ALL BARRIER& &HALL BE tl&PECTED AND APPROVED 6'1" THE HU&60ROUGH CCllA'iTY PRIOR TO ANY CLEARING ACTIVITY AND 5l1ALL RD1AIN IN PLACf UNTIL LAND AI. TEAA TlON AND CON&TRUCTlON ACTIVITIE& A$L COMPlfTE. ~ TWINE fLAGGED WITH PLASTIC &URVE:ytlG TAPE 2' X 2' UPRIGHT WOOD &TAKf& CONTRACTOR MA'1" &U6STITUTf OTHER BAARIE:R TYPf:& WITH ..l.JRI5DICTlONAL APPROVAL - .liQIt, T6f &HALL NOT BE HELD UABLf !"OR AN'1" fXl&TlNG TREE& WHICH MA'1" DIE: DUE TO CONSTRUCTION ACTlVlTlf&. BARRICADE DETAIL N.T.&. -+J () Q) '-, Q) 0- L~ o...~ v 0) N .... ~ & 1"1 o L() 00)re., I"1L()N G)~" ~~x ~o< 1JI.L. iii";: OOL() Dei: 0 - L() a. ..:~ ~ G) . -.;;.... .... 001"1 a.~~ 00" aJ.!N ~ (J "".. t/) -' - <C I- W C W c. <C U t/) c z <C -' -+J Q) Q) Q)- ..c~ (J)~ .' Sheet No, C-9