The URL can be used to link to this page

FLD2004-02011A, PLT2004-00007A FLD2004-02011A/ PL T2004-00007 A 2520 Sunset Point Rd Townhome Manors of Countryside , ~ ". ,. . "\I ~fJn-!FJD.J.7'4'/r" ,)~'h Ie, ,~i or. r{I!:':~':-' 'j " ~",\\."e\~ .1."^ , ~:a.~\' ~P,jlit1J1",,~~f.:y/ :r.::;..o ~ ~l~ .,- _"....~;<>--v ,~ t, ._~" I O;o;::o,J~~"" "" \~ ~~\, \ J<Pr<o/'t'l ';; ~ ,;;, ~=~.",--;f'l:l "IC:;ril\,\ -- r l'i,::""\...,,,~ "1"-. =- - .);1.<,"'" ~1~_4? =:::::::::-:::~- "...... ~r-;.....'-Ilt:, "'U.. - ---- . -"~,, ~-,<.:;:;;' ';"~ ..::=:::... ..~"<S\.;:~' ~~~$lllfl-'-"~~~~' ~#.... J'f TE~, I'. 'Q-irdl/JOtJ CITY OF CLEARWATER LONG RANGE PlANNING DEVELOPMENT REvIEW PlANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562,4567 FAX (727) 562,4576 April 21, 2005 / Mr. Richard Tommell, PE Avid Engineering 2300 Curlew Road, Suite 100 Palm Harbor, Florida 34683 fiLE RE: Development Order - Case FLD2004-02011A/PLT2004-00007A - 2520 Sunset Point Road Dear Mr. Tommell: This letter constitutes a Development Order pursuant to Section 4-206D.6 of the Community Development Code. On April 19, 2005, the Community Development Board reviewed your Flexible Development application requesting reduction of the front (east) setback along Lawson Road from 25 feet to 18 feet (to building), from 25 feet to 14 feet (to pavement), reductions to front (west) setback along Lawson Road from 25 feet to seven feet (to patios), from 25 feet to 11 feet to (building) and from 25 feet to 10 feet (to pavement), a reduction of the front (south) setback along Blackburn Street from 25 feet to 10 feet (to pavement), and reductions to a landscape buffer from 10 feet to seven feet (to patios) along the east side of Lawson Road, as a Residential Infill Project, under the provisions of Section 2-304.G. and Preliminary Plat approval for 248 lots, and as a Comprehensive Landscape Program, under the provisions of Section 3- 1202.G. for the site at 2520 Sunset Point Road. Based on the application and the Staff recommendation, the Community Development Board (CDB) APPROVED the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Development criteria as a Residential Infill Project per Section 2-304.G. 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3-913. 3. The development is compatible with the surrounding area and will enhance other redevelopment efforts. /\ ~ BRIAN j AUNGST, Mi\YOR,COMMISSIONJ:R HoYf HAMILTON, VICE Mi\YOR,COMMISSIONER WHITNEY GRAY, COMWS~IO!\J:R FRANK HIBBARD, COMMISSIONER * BILI,jONSON, COMMI~SION~_R "EQUAL EMPLOYMENT AND AFFIRMATIVE AC1ION EMPLOYER" ~l -" ...' I \ I ~ Apn121,2005 Richard Tommell- Page Two Conditions of Approval: 1. That no building permits be issued until recording of the final plat with Pinellas County; 2. That the landscape plan be revised to the satisfaction of Planning staff and submitted prior to building permit issuance; 3. That Open Space, Recreation Land and Recreation Facility impact fees be satisfied prior to the issuance of building permits or final plat, whichever occurs first; 4. That a copy of the SWFWMD permit or letter of exemption and a NPDES Notice of Intent be provided prior to building permit issuance; 5. That all Fire Department requirements be addressed prior to building permit issuance; 6. That no building permits be issued until vacation of the north portion of Lawson Road where two buildings are proposed; 7. That prior to building permit issuance, the applicant is to mitigate traffic impacts to provide a level of service acceptable to the City of Clearwater Traffic Operations Manager on Lawson Road and at the intersection of Lawson and Sunset Point Road (At a minimum, these improvements are to include providing a third lane approximately 420-feet in length at the south end of Lawson Road and providing or making a payment in lieu of equipment to upgrade signalization of the intersection of Lawson Road and Sunset Point Road in accordance with FDOT standards); 8. That Lawson Road and Blackburn Street be improved to City Standards prior to Certificate of Occupancy; 9. That Lawson Road be improved prior to construction if it is to facilitate construction equipment access; 10. That a Traffic Impact Fee be determined by staff and be paid prior to Certificate of Occupancy issuance; 11. That all proposed utilities (from the right-of-way to the proposed buildings) be placed underground and installation of conduit(s) along the entire length of the site's street frontage be completed prior to the issuance of the first certificate of occupancy; and 12. That the final design and color of the building be consistent with the conceptual elevations submitted to, or as modified by, the CDB; and 13. That all signage meet Code and be architecturally integrated into the design of the site and/or buildings. ~ .: , , \ I " April 21, 2005 Richard Tommell- Page Three Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (by April 19, 2006). All required certificates of occupancy shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity. The Community Development Board may approve one additional extension of time after the Community Development Coordinator's extension to initiate a building permit application. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4-502.B by the applicant or by any person granted party status within 14 days of the date of the Community Development Board meeting. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on May 2,2005. If you have any questions, please do not hesitate to call Michael H. Reynolds, AICP, Planner Ill, at 727-562-4836. You can access zoning information for parcels within the City through our website: www.clearwater-fl.com. Sincerely, S IPlannlng DepartmentlC D BIFLEX (FLD)\lnaCllve or FInished ApplzcatlOnslSunset Point 2520 Townhome Manors o/Countryslde #2 (MDR) - ApprovedlSunset Pomt Road 2520 Development Order Aprzl 21, 2005 doc ~ .- . ~ og .c ~, ::i Cl. ~ ~ c.; ~ ~ ~ '" cii ~ "0 ::> o u I 8 lil z C) iii w o w cr <5 :;: q 111 8 i · 8 CD 1ii f- U w a cr ~ :;< [b(Q)~~ 1J~(Q)~ ~~~ oJ- "',." t : ~ '. ~ ; ~ Enterprise Rd E 01 ~ Enterpr"::l~; S&b.r Or ! '~" ($ ~ ~, l.U r: (') ..J ..., -~ ITI ~ , ?OOm I'210Oft rr iil a> ^ H iltwo:xl D r !:/ ~ ~-..l6 lJ.(f/ I, 8 z f(}~~ i ~~ @] &.# 1-: Q ~ ~ Indigo Dr tiP' ~ a. ~ Cb , a> DO ::l PIn,g,hurst Dr ~ -::J. ~..., ~ ~g ~ ~ Allard Dr ~,~ @ ::r - F in land ia Ln ';. .A.sh land 0 r ~ ~ . El: ll.a doria r;. W.ay ~ , PROJEOI LOCAiI - ::r!:i: ""00 D C -< ..., ..., !a(') D G.alllme.t St ~ ~ -..;', ..., 3 't. ITI ~ ~ ~ JJ .-0. Jb b.. ...-\ =;- ~-i :::L ',,' , I': ." e- lL ~ Cha t)c: ~ry Lt) en ..... ITI Unbn St U t):on St ~ o -::J }:" JJ '- (D' SunSGt Point F~ ,( " c: St A~ \ su et/b 9 Shoppi~'g C e nte f ~: ~. ;:: ", D ..., cr J Z I q:. r; C T,g,rrac,g, Dr N St Crorx Dr ,i ~ ~ Cath,g,rin,g, D r_ ' J~ S' -::J ~ DellwouQ 0 Jb 0 ~ ~~ o ..., If ea\oe\ '..1. ..., N<lve.1 Dr ~ l=- ($ Sh,g,rwo::xj St Logan St ;% 02003 MapQu8st.rom, Inc.; 02003 N.avQ.aton Technobqiss SECTION 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST [b~@~[b [Q)~~~~~~1J~(Q)~ lVNJ81(JO (SEE SURVEY) ~~(Q)[F~~~~(Q)~~[b 1J~~~ ~~.- CIVIL ENGINEERS/PLANNERS: AVID ENGINEERING, INC, 2300 CURLEW ROAD; SUITE 10G PALM HARBOR, FLORIDA 34683 PHONE: (727) 789-9500 TRAFFIC ENGINEERS: AVID ENGINEERING, INC. 2300 CURLEW ROAD; SUITE 100 PALM HARBOR, FLORIDA 346R\ PHONE: (727) 789-9500 GEOTECHNICAL ENGINEERS: PSI Profe,;,.lollal Ser,.ice Illdll,,~rlec; 58U~ Benj'JrY:11l C'='llter ['riVE', '~;Ultf:' "0 TClrrpa, 11))(-;1'\ ")'~j6 (i:i13)i:ii::;C 1(17S LANDSCAPE ARCHITECT: AVID ENGINEERING, !NC, 2300 CURLEW ROAD; SUITE i JQ PALM HARBOR. FLORIDA 3468.3 PHONE: (727) 789--9500 SURVEYORS: POLARIS ASSOCIA TES 2915 SR 5SJO SUITE 17 CLEARWA TER, FLORIDA 33759 PHONE: (727) 669-0522 OJJ1J~[b~1JW ~(Q)~~ ~~~~~ GAS: CLEARWATER GAS COMPANY P,O, BOX 4748 CLEARWA TER, FL 33758-4748 PHONE: (727) 562-4750 KELL Y O'BRIEN POWER: PROGRESS ENERGY FLORIDA, iNC. 2166 PALMETTO STREET CW14 CLEARWA TER, FL 33765 PHONE: (727) 562-5662 FAX: (727) 562-5686 RENE D, MARTIN TELEPHONE: VERIZON 1280 CLEVELAND STREET FLCW5033 CLEARWA TER, FL 33755 PHONE: (727) 562-1126 VICKI SINGLETON ....J <( Z - (J) - ~ o WA TER / SEWER: CITY OF CLEARWATER PUBLIC WORKS DEPT, 100 S, MYRTLE AVE, #220 CLEARWA TER, FL, 33756-5'S2~) PHONE: (727) 562-4747 MICHAEL QUILLEN CABLE: BRIGHTHOUSE 11500 9th STREET NORTH ST. PETERSBURG, FL 33716 PHONE: (727) 803-5062 DAVID JORDAN ~~~~1J~~@ OJJ1J~[b~1JW ~~~~~~~Cl[~ 1, O,R, BOOK 3406, PAGE# 227. 2, O.R, BOOK 3675, PAGE# 64, 3. O.R, BOOK 4048, PAGE# 1565. 4. OR. BOOK 4905, PAGE# 1294, 1296, 1298 & 1299, 5, O.R. BOOK 4906, PAGE# 903-906. 6. O.R. BOOK 9901, PAGE# 281-282, ~rr ~ ~'.--~:~:-- SUNSET POINT RD. @ LA WSON ROAD ,~: i' '-' NOT TO SCALE (J;o ..I.:: {tl' C TOWNHOME MANORS OR\G\NAL OF COUNTRYSIDE u~ u~ 0 ~ ~[L~~ CITY OF CLEARWATER, FLORIDA Prepared For: I 3450 BUSCHWOOD PARK DRIVE SU!TE 200 TAMPA, FLORIDA 33618-4467 PHONE (813) 775-7800 ~@~D\YJ~ n M~R 2 2 2005 U Prepared By. ORIGINAL ENGINEERING, 1Ne. Our company name stands for /tse/t.. Traffic Civil Engineers - Planners Engineers - Environmental Engineers Landscape Architects Curlew Office Center 2300 Curlew f~oad; Suite 100 Palm Harbor, Florida 34683 Phone: (727) 789-9500 Fax: (727) 784-6662 SITI PLAN APPROVED .1 _ / CASE" h4 /~c.y -Dew II A- CAS! TYPE PI r W b <{ -t}600 7 A- ORe DATE - COB DATE ~~ /1_ o~ SIGNATURE tl1 ~ OA It .. t.j --- 2/- 0 <("""' THE DESIGN AND IDEASINCORPORA TED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF AVID ENGINEERING, INC., (AEI) AND IS NOT TO BE USED FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM AEI, DIMENSION INFORMATION SHOULD NOT BE OBTAINED BY SCALING THE PLANS, DIMENSION INFORMATION NOT PROVIDED HEREIN CAN BE OBTAINED BY CONTACTING AVID ENGINEERING, INC" @ (727) 789-9500, v ~[b~~ ~~[Q)~~ 1. 2A. 2B 2C. 3. 4. 5. 6. 7. 8, SA, 9. 10. II. 12. 13. 14. COVER SHEET OVERALL SITE PLAN PRELIMINARY PLAT PREVIOUSLY APPROVED OVERALL SITE PLAN SITE PLAN SITE PLAN SITE PLAN PAVING, GRADING & DRAINAGE PLAN PAVING, GRADING & DRAINAGE PLAN PAVING, GRADING & DRAINAGE PLAN i DOT DI,IV[WAY COI'IIIECTI(iIJ PLAN STORMWATER POLLUTION PREVENTION PLAN STORMWATER POLLUTION PREVENTION NOTES UTILITY PLAN UTILITY PLAN UTILITY PLAN OVERALL DEMOLITION PLAN ~ 4/" , I ('-to- I (\y~ I", tv ? ICL-r.-~ i4fc3, Llf f.10l11IC:, PI.M,I :~I[~,IOLiTiOI~ Pl,MI :':fM,)LITIOlj PLA"I ,)-WSSilK, :~HART M'JD Of T 1\llS 14C ~ 5, 16. 1-/ SITE DETAILS !~.~ADI~jG DUAILS :'-;h:ACINC !X TAilS :8, 19. CROSS SECTIONS 19A. TYPICAL ROAD CROSS SECTIONS )0, \Nf, rff~ Dc ''''I " )1, '':;MliTAI~'1 ::1'.''11 [I j/,[, ;:2, IhjADNAY 1,111<,'11)1:1/1 'I_M, 23, 'C;I',:'JM I/('!.!!! 1"'11 I, /,1; Y; I!" )4 75, 26, \,-~P[ f-!C/\ --; I,,',r j") (';,,r r L-):[ , I !\'vV''';OII FF ,~I, !,1hllllt' ,/,I! ,i 1 :,' /\' I I" [ ';UfISf T I) I: j 1"(,',1:, :,1/, 1:111!/1I:,. C. fP/,,: 1:' , [:'J1, fReF rRf:;rL ,r,:':)f: 1'1 :,:1 M1. MITIGATION PLAN L 1 A. LANDSCAPE PLAN LIB, LANDSCAPE PLAN L 1 C. LANDSCAPE PLAN L2. LANDSCAPE DETAILS L3. LANDSCAPE DETAILS L4. -~ LANDSCAPE NOTES IR-A, \IRRIGATION PLAN IR-B, ~RRIGA TION PLAN IR-C. IRRIGATION PLAN IR-D" IRRIGATION DETAILS C;' .' ',i iPvf, I (;2 IP'.;E I ~~1J~ [Q)~ 1J ~ PROPERTY LOCATION: SEC 6, TOWNSHIP 29 S, RANGE 16 E, / 2520 SUNSET POINT RD, PARCEL 10 NUMBERS: 06-29-16-09072-000-1000 & 06-29-16-09072-000-1200 EXISTING USE: RESIDENTIAL j VACANT EXISTING DWELLING UNITS: 192 UNITS PROPOSED DWELLING UNITS: 248 UNITS EXISTING ZONING: ORIGINAL SETBACK REQUIREMENTS: RESIDENTIAL -MDR, COMMERCIAL OUTPARCEL - CP~ 1 REQUIRED: -FR-6'NY'--25'-- [MIN-j SIDE: S' (MIN) RlAR: 10' (MIN) $E:li:3AC.ISD_E:YIA 11 ON S: PROPOSED: FR-ONT:--2S' - ~-MIN) SIDE: 5' (MIN) REAR: 10' (MIN) (UNLESS NOTED BELOW AS A SETBACK DEVIATION) . >ib~:'", _,,-:.:ion from the east edge of building to the Property line along Lawson Rood from 25 ft to 18 It (to building), . S~tbo~k "~';"(:I;C~ from the east edge of building to the edge of povement along Lawson Rood from 25 ft to 14 ft (to pavement), . Se';yock ,eduction from the west e,jge of patio to the Property line along Lawson Rood from 25 ft to 7 ft (to patios), . Setoack reduction from the west edge of building to the Property line along Lawson Rood from 25 ft to 11 ft (to building), Se\i:lOck red',lct:on from the west edge of building to the edge of pavement along Lowson Rood from 25 ft to 10ft (to pavement), · ~etback reouction from the south edge of pavement to the Property line along Blackburn Street from 25 ft to 10 ft (to pavement) ! ,~;~C' S:~PE BUFFER: REQUIRED: 10' (MIN) PROPOSED: 10' (MIN) (UNLESS NOTED BELOW AS A LANDSCAPE BUFFER LAt~~)$C6P.ESJJEF_E:R_QE:VIA lJQNS: DEVIATION) . Reduction to the landscape buffer from 10ft to 7 ft (to patios) along east side of Lawson ~<ood, MhXIMUM BUILDING HEIGHT: REQUIRED = 30'- 40' PROPOSED = 23' ISR: RESIDENTIAL REQUIRED = 0,75 F,A.R, = N/A PROPOSED = 0.37 PROPERTY CALCULATIONS: OUTPARCEL PERVIOUS = IMPERVIOUS OUTP ARCEL TOTAL 13,245 S,F, 75,055 S.F, 88,300 S,F, RESIDEN TIAL BUILDINGS P/WT, & SjW TOTAL IMPERVIOUS = PERViOUS RESIDENTIAL TOTAL = 202,876 S,F. 190,793 SF 393,669 S,F, 667,334 S,F, 1,061,003 S,F, r. _........ \ \ ,~t" \ \ \, l\~'~ e r:-\;-i"- .-~---~ (15%) ( 85%) (100%) (2,027 AC.) \ \ L, \ ~ \',. (4,66 AC.) (19,14%) (4,38 AC.) (17,99%) (9,03 AC,) (37,08%) (15,32 AC,) (62,92%) (24.35 AC) (100,0%) R,O W, TO BE VACATED (INCLUDED IN RESIDENTIAL CALCS,) = 15,214 S,F, (0,349 AC,) Q1JTPARCEL & PERVIOUS IMPERVIOUS TOTAL SITE RESIDENTIAL = TOTAL SITE = 13,245 + 667,334 = = 75,055 + 393,669 = 88,300 + 1,061,003 = DENSITY CALCULATIONS: ALLOWED: 15 UNITS PER AC, ALLOWED TOTAL USABLE AREA = 20,35 AC. 15 x 20,35 AC, = 305 UNITS 680579 S,F, (15,62 AC,) (59.18%) 468,724 S,F, (10,76 AC.) (40,77%) 1,149,30.3 S,F, (26.39 AC.) (100%) PROVIDED: 248 UNITS PROVIDED 248 / 20,35 AC. = 12,1 9 UNI TS PER AC, PARKING CALCULATIONS: 1.5 PARKING SPACE Pt::R UNIT, (248 UNITS) x (15) = 372 SPACES REQUIRED HANDICAPPED SPACES REQUIRED: 9 SPACES llNITS WjGARAGES & DRIVEWAY PARKING STANDARD SPACES (9'x 19') HANDICAPPED SPACES (12'x 19') TOTAL PARKING SPACES 488 PARKING SPACES/ 248 UNITS REQUIRED 174 198 9 381 PROVIDED 232 245 11 488 1,97 SPACES PER UNIT /' FLOOD ZONE; THIS PROPERTY LIES IN FLOOD ZONE "X", AS PER FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP; COMMUNITY PANEL No. 121 03C0126G, DATED SEPTEMBER 3, 2003. MAR 2 1 20 .~~ CHARD M. TOMMELL, P.E.# 61859 TOWNHOME MANORS OF COUNTRYSIDE AEI JOB # 881-005 \ l! 5 <;; i ,~ ~ <( ~ '" o a; (-"-' -- , \ \ 8 ~ ! ~'L Ct "~ f ~ M ~ "0 a: (f) LL oJ, 8 is ;i (!) en w <:) w a: <5 ;;;. 1) ~ i ~ en r- c.J w a a: '!o 'i. \ \ \ \ \ ~ .. \ ~ , - , r- I ~------Q.I'" ~. '"'-' \ ~. r"- \ \.- ...... \ .. 1 l '.,\ - / ,,' y w z ~ I o f- <( :2 -\ I N '" t N '" t t -~ I . <J- -9 . 'r-t JllU_m J=tt~rt' Ltt1JJ1l DIU=~1.1Ul ~'.I - I -Y'.t1: ~ .r -~ .r J_~.i6sm ' m J.rrL~Ltt~'~t-r1.J-mJJJ1l ~ttLL~ JnU_ttlJ.IUtIT: ,,- :r-ttli....l .1 ~ II ~ ~JI..L...i I 1'"1 L J r~ ~ I - J r~ r-r I - - I 1'" L ~ 11 4 UNITS 6 UNITS II UNITS 4 UNITS T MIlO SF ' , _ 8,320 ;t r: _ 8,320 Sf , , ;o6~ Sf c r:~ 1~ 4 'I .- l":dXX 1.f800 I 1 I Pf~s:aor I 1 Plied ~rl J. .;.....11r-- ,:T'\,i ,T i T ~ I -r -~ r=- ~ \' -::r, - \.....-- \ \-z. f ~ Q. .1 Z~ "Z-lC LA W80N ROAD ~C-J ~ ~ iJ....l I ~ 1 r L 4 UNITS I ,~M~IIO~ Sf~f" P - 88. ~ .11. f-- L, " I \ ' j , .. .,q .1"1 ~1 L 4 UNITS 1 pJ,611O::SJ PIBio4K~r I J 1 ~ UNlrr L I ,~:Xioocl c 1_ n:l ,~_ I L_ \ yz...-- J' 4 UNI"f3 5,6l1O :F P:od<~:1> ' 1'\'~ ,1\' T__ ~-;- 0 T3\ -, '" · 7~ - -. AI.- .~ .:~~J" I .J.r, "~ ~ .~ ':r &LOCI< ~ ---I 1"-!R ~ -, I'-. ., U- ~ ! r =J :i,\ ~ '.~ II "'"" II ~ "l-I--1-1'...-r- - ---J 1 ~ !B \/LVI i-~ :J~,-rl-I-I-\~\~\-I~\'U =t ~ ~,- a rr 0 c ~ Iv n, IUJJtUJJn~. ~ ~r ". = I: ~~ ~ ~:~;r-~~i ~ ... 6 UNITS b -I ~ I&il/liil \\ "..... I I p~!eUo'~ I :=j ~ - g, 1\ IBl ---' . ;r 1"- C.., , II c c u v n ~ lJJJJJJJJJ~Th · ~ ~ ~ II ~ ---Jlf' !R~: J r""'l- n . - ---' :j "'-- ~ " ~ '6 UNITS I -{ I _ ~~J<t~ <; ~~- I P~:i:G!r :' L~ =J f1, , t.. a. /' ~ .... ~ ~'~ '=1- ,. -" \ .1 II _U~\ 6' choln hnk fence :i'l z ,> '~ ~ . ~ i ..lAC "'_ '1 .. ~ [ ), it \ ~.f----~ , , , ----...-----~ Et" .. Ero ' ~ ~ " ~~--------....-.._~~............... """' ,,- -..--------e-- -et""-- ~ '''t ~,' "1' - ~ \ \ -- , cr----,- . ,- '- - cr--------- d- ... -~~ r -) . -.-.~ .-- -- -- ---. - ---- -------- - -------........... -----..--- -- )/ -1\ . 'I il I, 1 " \, ~ w z ~ I U f- <( :2 ~ 0 ~ I 0' 80' 160' ~ I I SCALE: 1" = 80' t I~- t!- ~ J- ~ ~ ~ . . --.J ---J ~ ~ _I .-1 <J- -9 ~ r-- ~ ~ ~ ~ ) ~,l .;. ~.:- _-'-'-0' toe of lIoPf : looT' I r-- ~ \.ll~TS:T r T 'PAC!' - ;a.2~ ' BlOCl< a .. ~ i J......J ~ J r "~ 1 !- ---J ~ ~ ~~ fP- T -1 r- ---'I F---"'l r-' lQI . o ,. <J- -9 r---L-, --J ----' --J _--.J --J r-' ,- "'I IT I r-- I 1.11 UNITS, I 1 - '8,320 Sf - L pAO w 8(1,00 ~ BlOCK Jll. , L.-J U i"': rr~ HI . D ... -- ---~-~---~--- . 1- . <J- -9 <J- -9 -.- . ~, / w z --_~_-'--.. ,- _'~- ___ - - -- --~J-.. -' - - ,- _ .::....::._~_~----~.. ,- , -- -L...--* ----- - ,. l' , -, --Ul - ~ .. ' - .. -- .. L , f- ~ <:( ~ w z ,-r.-~~---,-~=~u==- :j-~~-------~~----~-------.---t!_--- r , "'"''', L I @-~'___'_--';"=-_ ;(~_ - _~-_~~~__- '_-~-'-=---~~--~LD ~,. '-D .; ~ :....:__~__.,,;;,_~~.:..."",~- '-D "':--==F-C -0_______ ~':" ----~ <( \ \ / '..... :2 --f - ~ - r-- .-'- - -- "' ) r- - ,..l... ' --"~-,-=- -- --~ -- =- - -----.-- -.~ ~--, ... - '--/" -:- -~--L 0- - t. ~ .,.... ___- ~ T 1 ~ ... ! i ~SEE SHEET 7 & 10 SHEET 4, 3, 6 & 9 SEE - . . b , "'I . . -.- , 6' wood fenee , ,\. r~ :;--- j! I ~ I~ I ~ R ~ 1 ~' eholn i'nk lonee - "l \ .' ~ : ~. . J - -:-\ .1 , \ \ , \' 'Ii \ . :'\, '\" ___, ,_ _,_ _, ,_ _,._ ~ ' ,',l-~ _) ,', "-0 J .{ / l " - ,~ - -./. 'GJ P1:l -':" , ~ ..-e- -- " .. - - . - - . '. .-. - .... .-.. - - ..- -. - - .- - - -- .- -- .- , - __ - __, "__ _. ._u ._. _ ___ "-. _ d-n- ----- ----~~.:....._.......~--- -, =- - , ,,----cr-- -'~"""':-'=--'----~- ~_~~__...A_ - '-l L _ L ,l.. ,L~ I . 1:3~'~ . ! PAD - 89,2~ BlOCK ~ ... ., L-.J ~ i = II~ <J- . -9 ~:! ~\J1 <~ '- (:PO (:pc ~1l oJ>- U\~ 'rn :-nr ~=~- ','~~- ,-, ,fa <J- <J- -9 -9 -9 _ _ ___ ~~__.....A.-_~- -- -----q- -- - ----'-"""-- - , \ SEE SHEET . I- 5, -,~-~- 8 & 11 o R \ G \ ~~ A L t -0 I ......------ -- -- -, ,.....,g..... ~111 ",,"'- ~ -~ : k 11: ~, \ .l I I I . > ~J I \ r . 1 I ) I \ I I I ,"- ~""'= -- . b-'--~- ! <J- ~ ~.~ RECEIVED PLANNING DEPARTMENl i'":ITV OF CLEARWA1ER J >- 0 OJ 3: o o 0::: o U w 0::: D z o i= Z CL 0 0::: i= U U (f) => w 0::: o I- (f) Z o U D ...J W <( I- Z <( c;:: 10 D o Z O::'W>~-V)-OZ(f) o Z ill C!': Lf)..q- i= W"--- W 0 I- o 0 0 1 ~ C!':Q)m<(~ 0 Lf) 0::: 1C'\J~<(::if- I W ~ C):;:;J':":"..--- C'\J CL f- zCXJ,1 I ill:::: --, 0-) CXJ ~ C'\J D ~O;;? ~ C!': <<.0 (/) 0 (l. (l. Cl o::~ O~I"') a 0> >- ........a.... g IX I"') 0::: ~ZN :R (Il 10 <( 4:QI- to go:: 0 Z a~G n ~ ~w Z ~ !=! ~ ik: ",j &h W ~ Z ::::::i ~~~ ~J-!i; i~U [ I- W -o::~o D b!::(j c::: I"A (Ilw~~ Z ~ Z _ ~':I' (Ill- Z ~ ~- -- (Il!!!I,!,J4: >-1-0 :E: w~a ~3~ ~~~~ gs ~i~ ~ ~ 3~ ~ LL --l (3 I 4:00 U 0 a.8z ~> G: W w-w 0:: >- 1=::> (/)!: '0 0::- ~8~ Z tj ~ 1-~4: U ....J ...J ... <C a. :E <C I- LU :E o ::J: a:I ~ w c - C/) >- cc: t- :z ::) o (.) LL o C/) cc: o :z c( :E w :E o :J: :z 3: o t- S H E E T N o I tI) tI) ..... ..... ~ ~ ~ ~ .S ,~ g> tllL.lj ~, ~ .~ t:: ::::: <I.l ~ E: I...: t:: C .~ tI) ::.; t~ t:: t:: tI) ~.... Cl \.) ~ .... ~~ ~ \.) ~~ .S t:)')~ ~~ \.) ::::: tI) .::: "tS (..) t:: ~ -..J l ,~.w_'onee wOO<llonee . J .. ..._...~..._..._..X-..._.. ~..._..._...~..._..._."._..._...- ...-... - ...~..._...-..J:.._..._...- ..._...~~ ,,- .;._-..~..._..._~.._... _..._...~... r- - - - - - - - - ~ -t=..L'~.J..~ ~ ":::F=.J.. ---=-, -...!~- I. --;;l::;' ~+= ':J..---=::=r,~ =.J... -=r.::-J.,-'-- ~ .1--=1;; ~- ~ ~ ~.J.:":':+- ~-=-~ - - -~ -I-- . \ _ ft I 4 urlTS I 4 urTS I 4 urlTS I ] 4 UIilITS ! I '. 4 urlTS , 4 ilT5 I . 4 rolTS I 4 ~1T5 1 . 4 Ur'TS T ! . 4 \fITS I -'. .",'- - ",_ ,~__ ~n__,._ ,', ',' ____= ::-~ I Im-In.2!l1 '. I p~L~8.601_ '_ ~~79,50: - , P~~eo,~II~~2,~1 'n~~~aJ,~1 IIP~OCK~'50-. 1_~~.Il6'oO! 1 IP-:.~~.50!.,' _1"":~1l7,~I-"' \1., .....~, 7' ' .." ,', v '. "", " ,II I \~ U I : I ~----J 1 I t-~Tl 111-" ~ -~ I Ilr~ ~~"-T-l r 11 ....~ n r lr "~~1 I r r ~ Dr, ir-!!;:!ll I I I" T ....~~l . ., .\\ ," .,.,>C/v, ,j '-',' i I I ~M~ ~I II LJ L1 J ~ r4r-P' "tl~~ I L LJ J ~"'Hrf ~.....- L.L J I ~I I~ ~~ L__ J.J t-A ~ ~........, L.L . \\. '-'- ' _ ";~'<'~K-2,::'~,..' ~ I J _.J ~ LI 1--1 ~ -"- I iT ~l U L l ~ ~ I __ --1 U ~- T r _L-I ~ LI U m - 1\ I liT ~--1 ~ L J m ~_nl . ,.. /' 1>( '(s:: ~ I -0- <J- <)- <J-. <J- .., ,'\ V ") ! I::. -9 · -9 · -9 -9 -9 ) :6,& ... ~I ~... F,l{ n~' '~, 1rl J-=- ~I ri l nLL t:i+1 Ii l~' Ii (, .~~ li"= l t~+l JL . _ .;~~_ U~ ,)1 E ;1'1~i~ I \', i-II . ..1=il~C. .! \: ~.~ ~~L 1 II I l~t~) I if ~It T . II I . I. .~ .g--. I I <Ie I r. ~ [If: .. (~~~....'~'/! L".~!- '~."- i~t r ...~ .j1t:. ,il~lT :=J [II j~'-F 1.~P 1~t-F! , ~ - : I [ " .\.. '\\, " ,': I. I ~~~ '1/11 r <J-. <J- . <J- . :::;: '1"1' , " II' ~CI I . -<> -0- -9 .' . >>:l~ I I 1:1:::: 1:11; I ~~:i!,. I~ I r It__ J JJ_ I I" .'. i' 11[: ~"O ] I il .1!l'.,'.IIII..J>~lj"IIJIII l]~ ~ :~~I i:S-~ ~i-'" , . ,I &:..":~ .. - -~..,-1:!) 6 UNITS 6 UNITS , ~'..' =-- ~:.-:n:/:/ ~ 1 I. p~3~ ll~~~. I I o~~3~ 7'1.2~ ~. n __ -- ..nm____ '-~i. ~ ' IooM".,.j i, T..nI....?&'''lI ~'L- -v I L T T T _ n _J I n1 I \,__ __7__~~~~"",:-~ .z4 - ~' ehoin link fene-- "\, ", ~ ~.~ .:'" ...- ..-... --=-..~... - --....-_-- .-.X~'" ....-. .-...-...- - =-~ =~ - ~, ~ - - --=-'. --=-..~.._...~.._..._..._...~.._... I 4 ~ITS I ::'\ 'PAc -llli'7!11 4 ~. ,. ~"'\ rr 0:;.....- I.' l ' : ' : . :' I '!---::c. _~~. _, I .. .'" - -- --- ------ ~ ~. ", f', ~" 0 '\ \\ "'-----.!. ~ ~:- rl ' ~)\ )')\}\\I\\I PROPOSED NORTH POND o V' 1;1 \ WET RETENTION AREA I ~ ~~ T ' [1'/; ,/) ,,. ACRES III ~s I !~ L~~-..Jl ~ J . J ' ~!J-~~---=-~~:j~=:~b I ~r-.. c- - .J.., ,---c lL -T-;-- ~_ '-C .J.. _ ...J.. J. -- I I~ r=~1 ' 1 I~J~;~I " I I ~~~~\ I iTJ---;~"~~h t fT(;~"M ~";c:1"'n~...~. ~~ ~~ _,j U ~~ U ~ ~_ ,~~L- N cD cD cD I Ot'}<<ot ~<Xl~ <D Q) <<ot ~ ~t'}""'" :J N [ Vi 0 ,....., 0 ~'---"U -ci 1..- x: 01 C'~OC OLLLL Q) (:t': L" O"~ ~ 00 0 Q).DUl. ~ L_ en > ~ 0 , ~ U T. 0"'1 ~ o E ~ 00 ~D-~ N r--. V f- c( C - cc: o ..J LL ... cc: W t- c( 3: cc: c( W ..J (.) LL o >- t- - (.) 2A ~ :.... c:: (1) ~ o (J '''..~ + ... :;, o :z c( ..J c.. W I-- - C/) ..J ..J c( cc: w > o \ Q) Iii 2 E ~ <L '" <'l M <'l M ~ !',I N M 0> " "0 0: en LL .;, 8 18 z " iii w o U! 0: (5 ~ o ~ ;0 (T ~ Iii ... u w 7 I.- l1, ::.: 18' 15' "I' . I I 18' 22' 22' 22' 22' .. vPROPOSED LOT LINE '. '-, o ~. .GJ/ ---..-. -I- ---I ~I. 1 I I- -I- 1 ,n i PROPOSED LOT UNE ~':~~,(-, , '-~ l . , . C l_ ,; , / ~ .J -::- ~ . ( ']::;/a 1'6'(), I -----.. rr 1 I 300T H ~BLOCK If I ! BLOCK I I 1 EASEMENT 1 /LOT#I 1 1'1213141 IBLO<tK 361BLOCK H 1 1 '~ 2 2 'in ,..: " N It> O' ~ I SCALE: 1" = 80' 80' :- - - - - -1- - - - -1- -- EASEMENT I --1-----1 . _1 '- - - - -1- ~ - -j- - - -1- - - - j --- ---- ll) --- - ,..: 'in L__ L l r Y fJ 1 C A L 1_ [] 1 l_ r\ '( [] u; ( U Nll'~ wIT H f.J A R A r.J [ ) NTS j " I) 1 f_ (\ l l l j 1 I A \ [] I 'r (I II~ I T .,-; w / D U r CJ A RAG E ) NTS -T...;) 1 JJ] 1 II J . ..: - . -. n 1, L I r'kI ~- .1.'- , kI~"1 ,Hr 1.-'- j[ "~L I L :. r Jw"lu ~.: JJ~ ...-.- '0.- -.'-- '-"'-"'-...-...-...-...-...-...-...-...-...-...-... i :lu-tJl -'-1-- 1-- -8~ :1: u-.-1=j- --l-d-b-l-'- I ~lJ-~:1:1 ~ : ------------ 3rd A VE -----:-:,17;;[;;~ ~ '" II ':3:.._~- W ~~ _ ~- ~ --' \ COMMON AREA EXISTING BORROW PIT~ ! ffi~----rr~-TI .~r l-rTI .fFr~l-r TI Ir~'N;'lc'-'-~"~r-Tl .fT-ir II. I ---- -I i · 1:-+ - ---- - +-:l....l:--i -- - ---- -+:I....li--i - - - - -- - 1-;1.... I 1 .... -~ --,- --+-.... 1-- -,-- TTJC;=D I~~P[-~-~I 0 : 1_ ~ 0 I -:- 1 -i -: 1(1)1 : - . >1 --; -11(1)114 -- ~- -: I (I) I: ~: 1 (1)1 : . - .- : 1 (1)1 I:- ~- i,g~f,iXGt~~,~~~ElH · ! '~}:":':'~'f"; lL ~:~11! Ujt :1~lr~~1-~ -rl~ll-i!' :-~ll;liCO""ON'R" ~ JI!lf ~~-:~ JI;li~~~, ! \ ~=~ I; _LL -rl ~. -~J._[~--Jj t~ J_Ll}j d~___,_L_JJj ~L-Ll~ J~ II :CO""O"~ ~ '."- ! ~ _ J ~o:~::rrlJ,i;i~>~',: p--- PROPOSED 15' UTILITY EASEMENT -r.L-'I.l1 '~' ~'IIII_~ _ _ _ --'1 4th AVE. I II.. ~ n 1..1 I" 1'--][1TI~J~ IITr~~ 1~[ITI~rl-~l ",....,.,1 )( ;- ---- I+-,T~_~, -1--..J~llit=':T,'BLI:r;,I- ~:u;~, I I I J 1===~ll:c~====~n}_dh-=--=--=-~iIi-L~ I \ .LL :" 'I~ 'Li:fLl !~I ...' Lt J1j L. LOt 4 'lTl' 'iti "_ ____>-P-=:~N"~IF,pr-'=-lT~p=C~:':____ ____-'-,____ ~ ~~~~~igS~~sktE 0;;;: z........ i=a:: (/) x'o ww . iJI1TlI._..~""" ~,,:- · · . , . ' I I C) F r ~'I r f. 'I '"w F' r. ~ ' / . r.+ c "'J J I 11 j I I. 11--','dll?ld fi'-IM'III ! 1st A VE.---- I ~I I CO"MO' '"" I II~' , '81 . I ~I .c, .c Lr~, J . t- (iT!"' ~ u_~, _ _ 8\ ~I - - I ;; II _ I · i ~ I I ~ ~ I l' I ~,~ ~,~ , \.. I ' u LL"1ii I _ It----- I *~ . II... !2nd AVE. 10 I r~R" .' , [E @ [}; o\VfIT~ n ~... - -~ -~ - CO~-;;;;; :::J . h Ttr1 \ I r J &/1 MAR 2 220DS ~ t \ ~~~::',iJ ,:'~", ! u PLANNING & DEVElOPMf NT SVCS 1 I: 1 COMMON AREA CITY O~ CLFAPV\iA TTR . I . . . I I . . . 1 i \ 1 . . . I I . . . 1 \ \ FUTURE 1 : I 1 OUTP ARCEL I. I I : : : I I .1 I I : \ : I ,______ . "1,1',' \ \ :, ..... , ------......... i ,: ,'\. \ \ . \,;t ...~.~... /.~~_..._...j " \ \ \ -....- I -.- ~,___:t-'; . \ \ L_ r--- \V'-"', ' \ . ~ \ . .... II; ... \ ~ ' . \ ~, - p-' ,_. -- .. LE GAL DE SCRIPTION: ta r- ,. n ~ m c :II' Z tn. ... ,~ :D rn', rn :, --I i I CI) ,~\\ \\ ~\ \\ ~\ ~ A PORTION OF LOTS 10, 11 AND 12 AND THE VACATED B!...ACKBURN STREET, ALL OF BLACKBURNS SUBDIVISION AS RECORDED IN PLAT BOOK 24, PAGE 62 OF THE PUBLIC RE CORDS OF PINE LLAS COUNTY, FLORIDA, LYING IN SE CTION 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST AND BEING MORE PARTICUL.ARI..( DESCRIBED AS FOLLOWS: COMMENCE AT THE EAST 1/4 CORNER OF SAID SECTION 6; THENCE ALONG THE SOUTHERLY BOUNDARY OF THE NORTHEAST 1/4 OF SAID SECTION 6, S,89'50'20"W., 720,07 FEET; THENCE ALONG THE SOUTHERLY EXTENSION OF THE WESTERLY RIGHT-OF-WAY LINE OF LAWSON ROAD, N.01'02'38"E., 350.55 FEET TO THE POINT OF BEGINNING; THENCE N.89'46'13"W,. 86.05 FEET; THENCE S.00'08'34"W., 98.46 FEET; THENCE S.70'33'16"W., 31.84 FEET; THENCE N.00'08'34"E., 106.14 FEET; THENCE S,70'33'26"W., 81.31 FEET; THENCE N,6T59'30"W., 37,76 FEET; THENCE S.70'33'26"W,. 171.85 FEET; THENCE ALONG THE EASTERLY LINE OF A FLORIDA POWER PARCEL, N,01'12'28"E., 1,349.16 FEET; THENCE N.89'46'13"W., 0.91 FEET; THENCE CONTINUE ALONG SAID EASTERLY LINE, N,01'10'17"E,. 1,035,13 FEET; THENCE ALONG A LINE 12.50 FEET SOUTH OF AND PARALLEL WITH THE NORTHERLY BOUNDARY OF SAID SECTION 6, S,89'46'1.3"E., 443.18 FEET; THENCE S.01'02'38"W.. 5.50 FE E T; THE NCE ALONG A LINE 18.00 FE E T SOUTH OF AND PARALLE L WITH SAID NORTHE RL Y BOUNDARY OF SE CTION 6, S.89-46'13"E., 559.97 FEET; THENCE ALONG THE WESTERLY RIGHT-OF-WAY LINE OF U,S, HIGHWAY 19 NORTH (STATE ROAD NUMBER 55), S.01'02'38"W" 269.00 FEET; THENCE ALONG THE SOUTHERLY LINE OF LOT 10 OF SAID BLACKBURN SUBDIVISION N,89'46'13"W., 559,97 FEET; THENCE ALONG THE EASTERLY LINE OF SAID LOT 10 , N,01'02'38"E., 254.00 FEET; THENCE N.89'46'13"W" 60.01 FEET; THENCE ALONG THE WESTERLY RIGHT-OF-WAY LINE OF LAWSON ROAD, S.01'02'38"W., 2,289.43 FE E T TO THE POINT OF BE GINNING. J ( .' ., \ ~ 'I) \, CONTAINING 24,2115 ACRES. MORE OR LESS, TOGE THE R WITH: . '.- EXISTING 60' R /w LOT 6, BLACKBURN'S SUBDIVISION AS RE CORDE D IN PLAT BOOK 24, PAGE 62 OF THE PUBLIC RE CORDS OF PINE LLAS COUNTY, LESS THE EASTERLY 250.00 FEET THEREOF AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: i , I COMMENCE AT THE EAST 1/4 CORNER OF SECTION 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST; THENCE ALONG THE SOUTHERLY BOUNDARY OF THE NORTHEAST 1/4 OF SAID SECTION 6, S,89'50'20"W., 660,06 FEET; THENCE N.01'02'38"E,. 1,366.98 FEET TO THE SOUTHWEST CORNER OF SAID LOT 6 AND THE POINT OF BEGINNING; THENCE CONTINUE ALONG SAID LINE, N.01'02'38"E., 258.00 FEET; THENCE S,89'46'13"E" 309.94 FEET; THENCE S.01'02'38"W., 256.94 FEET; THENCE N,89'57'59"W., 309.96 FE E T TO THE POINT OF BE GINNING. / \ \ <. '- \, :.-.j \:\ \. ~ ~ ~L._c _ .:...,:::....: _ __ _. :.. ____ _ :di "-;;:L r ..r- _. .... " - .... ',I "- \ \ I .-'~ CONTAINING 1.8318 ACRES, MORE OR LESS, "" I '1 \ ,. r,~I/ "'::--1..__ , I ',I ;. I, .. .. ... ____c'--: ~ , i I, .... / " \. I ,. " ' ~'II.., \" . ~ f-" _,I ~- . ; _ __. _ . . __ n _ . . _ - --_ __. On _ __ _. _._ __ __ _. _.. _ _ _ .._ _. _ _ _ __ __ __ __ _..-. _ _h -- - .- --"_ _. ____ , ' __.._ ._' ..~.. - .. ._ d." _ __ _p ~_ n' _~ _ <. __ .._ .. __ -. , '-', ~ " l,' . . .,- . "I _-.J \ I, I r- / \_L \ ~ ,/ \.. :;; /., u.s. HIGHW A Y 19 N. '/ / :/' -I J \ '\ ~ - ~ - ] - I / .I L. c"-.' ../ '.? - :, -\ ~~ " :: -:: --,~ :.-:':: ~ '-, \ '-. \ . ;,-'- -- ;;-" " , ~ '\ , I'".. - _1--' -, , ___ __ _ _ _ __ _ _ n_' ... _ _ _ u_ _.- _ _ .._ __. __ __ _ . ~. __ ___ .._ _~ _. - . -- - -. ... . . . " ..- :....., .i.~l- -=- ;..-.- ~ - -: -.-.,;;......- :.- \ \ \ / ..... '_0 .- -. --.- o~_ f~), ---7. /~.-'- '~-- ..,--, \ \\ \. ~~ / ~ / .. I // " >- 0 CD 3: o o 0::: o U W 0::: D z o f= Z n... 0 0::: f= u ,U :) (/) 0::: W ~ o (/) z o u D .....J W <( I- Z <( c:: o D 01COr---Wcn.qr')C-.J- 0 Z o::::w>-(/)-OZ(J) o Z ill u:- .r, ~ f= W"- LLJ '-'J 0 l- e> e> 0 I~ u:- (j) .. m <( ~ 0 L.() 0::: d.Ni;;<(~f- I W 3: 0:2J*..- N n... f- z (X)..I I ill 3: J oJ (X) i:LJN D ~O~ ~ cr <(0 (/) 0 Q.. Q.. 0 a:::::E O~I') ........u.g ~ZN <QI- (/)J: o (/)0 w-- a:~~ OWIl. UIl.O W U m~;,,: l- I- I- . o-u Z~~ >- I- - <::>0 :::EO~ (/)~W ~~~ croi3 wZ WG:W (/)-0 w85 ~:::E- Q: I- :z ::) o (.) u.. o en Q: o :z <C :E w :E o :I: :z 3: o I- S H E E T N o LCJ C) C) C'-J ...- N ~ I CI) CI) ~ ~ : ~tfj s:::: s:::: CI) ~.... ~ t.) Cb .... ..... CI)-C::: "- t.) Cb "- Cboq: .~ t:))- W I') 0::: ~ <D <( go:: 0 Z :::EW Z ~ W~ Z .....J ./d-oQ W ~ZI- 8Wa::~ g: ZOW- QW~gs D ,(/)eJi3J: (/)tIi~~ ~i3 < -'WOu. ~o::~O 0::: 0< ~ 2 ::i>- < ~m ~ 8 I- >=:) o 0:: Z tJ ~ N <D <.C <D I 8r')~ ~COr--- <D (l) .q- /-., ~.. 1"-) r-.... ':3 N F (/)or---o ~'----"U -g.2~~ o LL I.L Q) a:: D L C) :; ~ 00 0 (l) D .[' , L 0 J; ~ c..~Ici, " oE~ o- r') !i ,-, N r--- ('oj r--- (l) 1- <C c - Q: o ...J u.. ... Q: W I- <C 3: Q: <C w ...J (.) u.. o >- I- - (.) 28 ~ ::... c::: lQ ~ o u '- ::::J o I- <C ...J a.. >- Q: <C :z - :E - ...J W Q: a.. w z ~ I U I- <( PREVIOUSLY APPROV'ED SITE PLAN w z ~ I U I- <( :2 -' ~l existing billboard (to remain) ~ EERCOB-CASEELD2004-Q20-1jjELI20D4OQQ0-7-- I I APPROVE\D: AUGUST 17, 2004 : O' ~ I SCALE: 1" = 80' 160' I 80' I!! 5 10 c:: .. '2. ~ Cl. ~ <Xl '" .,.; ~ 05 ;;, d> ~ Cl. (/) LL I 8 i <5 ~ o ~ i ~ iJj I- () W a ~ '" - - 1- - - - - - - - - - - - r-=- -=- --=- -=- --=- -=- ---=- -=- _~ -=- _~ -=- ---=- -=- --=- -=- --=- - ~ - - - - l I I / : ---I --- - - - - - - - - - - - - - - - - - - - - - - - - - -- -- ------ ------ --- I \ I /// \ ---~~" I I I 1 / / I \ '\ \ I' I 1 /~~~:'/ 1 :111 II I + \:" I I II I i t t I '~, I :t: Ii \ I \ \ I :: \, I I I I , \ I I f \ I \ : ,II ~ .. 0 ~ __ ~ _ \\. ce.,'~ ::, I I I .,V u ~I [ _,", . : ""_ Pll[ - ':. =...._ bll[ _'1j: . :F'loiI_ b i [ _Ll,.' . ;,"""~_ P II [ _L'. . :::;:...._ D1 [ _....':,. ~' ~ _~J'~ _ :"I I, -1-\ /1- \~ \' . ..,....~ I - ~ '. (Jo- - .1f- - .,.......j----\ - .- -h--1r-~- ~ -.I ~. ~- -h j-~ vo - Lm -$1'- h Ir~r P' ~'.-P' h -t-[- -po II.IJ-J-~ ~-= ]11 /;. _ ~_~.~ . ________ ~ 1\ ,I :1 (\:';\ ---- .---.~ ---- -- -, ,~~'I' f ~~Jh: -h~l~l; i-13-t) .;li-"'.. .: -l ~f~i; ~U+~i".ih:l --{iii ~ ~ -~ j ~ ~jh .r- I ~ l'~'::-~i ~fJ If ~ ~ Ii;", L L. "~"~i ~fJ+ -iJ~~:,.: ~ ,~ ]T "~0r~ ,.-- .------ --=]~ 1\ I II III ' \\\ : I ~[?5:~"": ~ ~<a:~~~~]-1-[~~iil_~' t- ~,r~~E~bl-[~j:5i."'1;J-- ~-[l"o Q{J~5:~"';:'t-- ~:,]"~~~bjfE.,~iilT,:c =:J' "~<il~P+[~~~-~',F ---'rn"po;-"1 I'.-=-'''.---~-=-~~--:-~-:-! 1\ II II1I I \\\\ 1[0 · .0 -L[\,. e J Jl [@ ~ ~t- 1:E\...@DJl[@:.:t= ---'I:""g. ~_D-l [@ ~... t=~ t ---'0 tL. @ ~ JI [@ :'''''J-~ t o~. @P...L[@:'.t= --.J ~~-i - ]]~ I ",' I II I ,I II ' \ ~\\ I 'L- .-J: . '!-~ t---J" - - !-~ t--.J,.J -lIl5i ] 'L ---.D L -.-J .~ ---J. -..~ ' ' , ' , . . I \ I III I . ,,~~ t I' .h,-J, _ ,.,-J. n.--.:u. . I .bl~, .h r-o', h -l'.n-.' ID rlf I ~ I \ ~,~\ Jlj :[~ -,.-k- '~'''''':. ] ~~ [- . .01,- '=1; ~ ] ~I [ - oy~ '-: oj". t~ -rE ~11,---1 [~. P:: [ . .)1=' -lJ[~' b ~ [ _o~ 't=' t :T. ~; t :: I : Ii: ' ,,\Ii;\ ~=~~f-~~lb. ;:'.::-=ld~!H]]-jI-~E'l~~./:"C ::^'^:!it~'11-~1~~~p~,E ~;~~ -@(r~l~i~,~.'t= =r":!i~~I\~~~i~"..r :. ;~:~i-i~-~-l~i~: ~r- r-:..~; @J+ ~__ '....:.....'_._' _/11_+_______________________________ i_III I \ .)\\)\\. I--Lr_J:ii1". ' I,:""':.;'" --+- ~ .....'-. 8 I: _,"_ ~ .~~, ~~., ,0 ___!, f-- ~ .......'-1 +-- -+ :'1- c- .11 . :'I'u....t- --1, ' ,- + . ~ ;~ · --1' ~'l: \........'" , I' ~II I \\ ~----=--=--::=-~7~Yf.' - -. :~i.. : LEe :. tL, rO~~,\'I. @J.L[@:.:hro, r.. @~JLE@ :':"j r-!' l_[~ :'.,..;h \ ; '11.@PJ[[@:'1l-. \',. @~_L[@ ~""'rL ---J:'..._ J~ ~)\~\'\ \ PROP05EONORlHPONO II I {I :1 ') \' ~ _ _ _ _ rll!) , ,~:;", -A-- '- \ 1,4- '- 7- \.. ~ ~ - '- - I, ~ --r 'I) II) WET RETENllON AREA I I ' _ 1\ .^ . " . ." ," , ' . ' , . , ,- , . ' , ' ... "'. · 4 ---' ~ .. ~.. ] I, 1/ J) / 1.14 ACRES I I I' II \ ,,~ {~~~:~:~. .~_//. (,/Y: .'L"'~ ". )~ c o~ -=l\ :~, ". ..]~,:[ ._~ .;;.c=-... ]rc: . ."3-'V~~. "0 ]r~E _",;=~.",~ ]T:[, .., -~D' ~:~'~~ !~~.~. e J' i:1 II /~ :!: ' \ , . ~\\~\' , ~:> ~,I '~:2:.~:~___-n-- 7t,~~, / .. '/ o.JI::PI!-- I _ +" _. 0 + I I' ._" .. - "J 1._ t '- p - fW::: I --1: . I I' L. -.! I - - ... I c- - ;0" -.! I .~ I I / I I \' ,,--\ \\\\\\\\."",,1 rl\.<~:~/"/I/i/. t~,'~'t= -{J,k~i;~]11-~~J~~ :ll I -1;~~~!it]11-[ -'!..J.~.;,I -i ,l..8i~]+~,~~i;..,:lr:' .J: ~"!i~J_j I~;ii",,"': ,-.-J>"I..iiIl3-11)~.ii_...,,;l: l~t-.J'''-]1 ~-~---_.--~~'l \ ,,_\ -----/'---'---// \1: I' ::. \~\\\\\,' . ' 'I l'r~.,-/...'I!((I!il( r II{] .81,-:;;- ~:~.~~~~],I--~u~.~t'i~~t---!l;r~~.~~l,L[-~..'i1...,;--~t---'1 ~~~~J+~"~~~_}~,!+-I' ~t---1I." "~iil~_J, E~~d....t~.t--.J.(..~~r] E!~uitl'l" L..J I s--~-;1 ~ .""'= ~." ----------------------------- ---- II I: .J \ \\ II I I . ., ~ 8 It, ..,"[ p.LiI.. _ ~ .., [~ .., 1 I [ ~ ___', ~'l-jl-I" - 'L1 ___! ....."'.113 r l..,..,lM"11,..."T..."T.....T.....,...,.,I..,,1 i.....'.......l.......,.....t-l- - - - - - - - - - - - - - - - - - - - - - - II "\-------- "\\'\\:11' ': III I ~~ III ~ :=j:-~. @JJI[@ · ~I I,'.. @;J_II- -~i;r':,;-- ----,I:".@:dJ @ ~ II I=';',.@JJI@ .,~ --f.@;JII_l.o@.;UI"-;'S-,.,-1I1111111 , IBL~l~TTTI'-'-- ~TTTTIII- ~ TT T! .1 r-I r ! 11 II' 'II I 'I >>2 ' ,~~ .,...J" . .,h I ~;. 1-[ _ t::ii1._.' ,: --.. ~: :~..;, I 7, b ~ ' , ~ - ~I ..,iil .. J.J II UIlITS BLOCK.@ ~ I BLQCK rUM Bl()CK 'r~ 49 BLQCK rr.Jl\ BL()CK ,~i'\ II 1 \ II'" Q~: I "........J T\-.., I,-L-J I......., ~ L · I......., ',.- ,,' I......., '......, _--,1 -' c., r I I 10.930S~. I I 14~ITSI I 16 uNITS I 1'>:;;:7 I IlIu~ITSI I I~ I I IIIu\llTS, I i'C/ 14uN1TSr'V' I , II II ...~ kID 0 1 0 I' 'l'C". I 1 I I I......, Ilf _I', I, II' __ 1'111-[ _~_"~ I II""'. @;J~I..."I.I"1441. '1'171' "-,"I!\': ,:,r'l " '1_112,11l,1:~~4'Fllll' '1'~II~~IO'4930.S,rl"..171' ~,1'~12 ,110"449301..S,FLJ.JI.7 711"_ _,.,!\.62~ 5.,F14 1II1 ' \ ,',.n :\11:1:1: I': II ~_ _ lIl! 'I!: ~'~,r= ~}r:~. ]J-:~" ~.~ ',;'p= I =t ,~S-~ -~-(E1 ~ ~"';~ =", ~g~ ~~t-~ po.._:L~~H= I =L~;:P'~ -~~ r [ jJ,..~.;= =l ~~P'~ -~-1 r-[t-- ~.......-,~ (.... ~ I~. ~,~lP!'I'~ ~ ~'.~ ~' ~,~ I ~~, ~Ioo...~~ rr::J::ID.w~~ ,... ~ II ' ': .. 1II,lc'.' :c.~-,~:ll'~;,n__1'J /, I II~~..~~ h: ;H~~;~ ~Lr} '";~H; ~L ~ @ O~ it :.~~~ h~ E i 1f!;':r-: ::J"~ 5 it :A ~~~: :~ =r~; ~~ ~ ~ : ~ d:~;: ii, '" - 'V~\\W TI i'rITITI':' 'UnTITI 'ITltTI-rlffrr~_I~iI flU' ,f T'i''r"r c.,- '(rll':"-UlITITITITrITrUlITI-lTll II :J I ,\ . I ~n~' ~ -t-- o_=----:~~ t ~.~ ~""'~ ",:'" ~ J." It-@ :. -~/~~ ....@D, .....L ~GN'" @DBI: A :.~" ~ ~.... @D[@::' -0' :,-,"'@~ " [ @~.. t-.;...' , ". n ..1 c. \, :~~ ;ol:':::;~l , :' ..,' " --1" 'JI'" 'W(- o.~ ~, ~_ ~~ j _ _ ,. , ,,: _ -------------~' ~~-~- --------;.-------:----------------------------------.. ----------- I ,,'~ II ~~..;, .1 I, ;l..~~ "trlJ I ' ~ I.' .... ." · !" , ," I I ~ ~~..(,., ',~ I, ,a ~-i- <> jl -, ... ..., '. f"~' o. .'. ' .. ' .0 . .. t.... .~ / .':. 0 - ... :":1. ,.:. ....- .---:n, r-'. . fl:\" i[. ~'~I.:~ -l .:~~ R ~fj : , - - ~\,,- :~'':,~'o j" , ""C" ~n'l ......: on" I , ' "'-~'-~::;':I@ '. -'----. ~ 1. ... II i . ': II L[@,:' ;,;: ~~r'~. <ID~I : I (/) I I: I ~I .r- I ~3~~F! I ~: $1'- - I I ' \ I IF[ '-~:}E--~'-' ~ :' __ '';\ \ \ I...... I WI ... .J :t' ~ 'rA.:: ~r ---J . I L ~ ~ i- I \ I, '. I I- r. up. -,!-. t...::..., '.' HI I j ~ ~.. . ' '~' , , , --' ' .. ~ *' '. I! "I .. L I., ;!t.. ,~ \ ~ '\ I I \ tn \ \ "I-"~ -T-'i'"'. -' T'"'tD =:l'.... "-@II 1 : " t ~ E !~~~:;: · :.r o~ ..'~: : \' ~^ I t ~ I I ~@ · ~!- ---!:T:I.t::5iIl.11 I V' 1 I I I I - D a ~:' I I \ I L .... . I I;',::U" ,. r 11 I, ~ \ Iii ~ I , I /n'I:-,l.,IJ, JJ)~O =r~: -- I I ~ - - - -: :['. ~'Vf ~::: @ ~l i I ~ \,11 \ I m \ I, ~, ,'~ I ~,.. \. rr' ~ t ~I' ~~ _ I I I I ~-~~.i:~~""~ ~L ?':"" t~ I I -v I I Z \ ',. ,1.63UIIITSs,r.I', U ----'I': ~~\."',_..iil. II I I I [I*' "'~ ..'!-- ---'I' - 'Ill I o \ I ~ ~ "'" I@ :10 ~ f-- _ _ _': ~[@ "~'17 :'~,:~; "i~ iJ'1 ' I ' till! f I I C I " ~,=,~ ""',~ '-".... :=;'":n".L.,,, . ~ " I I 1"- .... I' ..t::~ * ]11 1\ ~ 1\ 11m I -. · '- >" '"' . I I I : F" : ~ 2f. 1''''; @ ~Il i i " 1\ '\, I 1\' II ~.II> 1: I..J_-C!,,_J-D-o =_I',;,~.~..e~; ',' 'I' .. ::'.',1, ",':]' , "I I _ _ _ _: 1>;" "'" :"\1 :' I I .. M~ ';;:S'L 8j .. I I \ ~'~~ I I1I1 II O . 1I,~ , r-:". I ~ ~ __ '," ..",~ r ' ,~ ' I I \ I I I ... ....: I ~3~~r!: ;' -l\..:-;.:". ~ \ I I I I II I \ ~ \ I ~ ..: I I I BLfCK r@:,; ,- , I II I d 1 \ 1 rr <II' _~,;~' = I I L - - I I! : i I , 1 \ \ _ 'tJ ~! .:) :; ....' _ ~~ I 1 I : 0 I :: :, I \ \ \ I , .. --: I I I I ~ ()) ~ II:: \ PR\I;VIOUSL Y APP\ROVED! SITE PLAN \ \ MAR \02005 \ :---~\ t Ii U \i \: I ' I 1 1 I I I I' - - - - I Ii : i , .~ .'1 - \ 'II .1 -. , , , ..-'., , : H ~ I : ~ :3 ~ S ... ~:';H' . u m'... n. H . ..:.~m...n. .. ~. ... ....u ....... ... '.HU .~.. .~.. ..' H'~ 'H n.~H' n ~' ... ..... . .. H......" .... ......=~m~.'ro-:'.::.. n'......".: . . . ... ., -" . _ . _.:.""..~!, ::-,,+ ~,~~\J:- . _ '. "... ".., ,-'- __ -..,..,....._-._~ d~ '..- I' '\ " '. Jr,~.>-,,~r.~:// .. ~.nm U.s. HIGHWAY 1~N. - .u-u · --( ~. ..... j j ,'/./ ',.' " i 'ri .. . ... .,'.., 1\'." ... .... .--.-.,.,'.7-----',..~..,,-.-,,',.. .....'F~..~",..c:.c...c.~:::..:..,..c<;;c.....m....H.........too -~'--,'~~~ -~-~ -. -~ ~ ~_ .,.-~-~-..l- . .....~.=.=m-r=="~ .,=~~.;--=~- Q.:c.:..:c~".~=._~ - .---- -- ----. , .,e'" "... .:..nm-.'..:....,......--:-<>--.:.~:::""n ./-0 , .~.m"~ L u.-' _ _--...,- ... . ..... ... .'. m'...~ .a,.. .......". _. . . . _J.J..n.. .....-....m.t""".:c~.;'..:LI_-,).---=-:::....:...:..::--~~:..:..:..:.:...,'~...--~~;.;. 1ioQ',.,.:;,;S '~~ u~"~f' .--.;~'-'~' ~,~ ':l . '';' ~-"": u..... :~. i, ~ ~ <( 2 :2 ~~~~>- ~ f-f-f-f-ffi C CJ) f- Z W ::;:; v, CJ) ::;:; CJ) f- f-Of-Z Z U Z w w w::;:; ::;:; CJ) ::;:; ::;:; ::;:; ~ ::;:; 8 z 000 U~Uo Q >- >-::;:; ~ f-Uf-~a.. (, u~u~ 0:: O:::=:JO:::CJ)U => w Q. LLl 0::: (f) 0::: Q. ,Q.wW ~ oi:oQ.O (f) ~Z~o Z >U>~ 0 ~USiJ:!> U Q. iJ:! ~ I' o . ~ i D > w 0::: -1 '<t '<t '<t '<t <( 0000 W r-.: cri ~ N ~<( Z ~ ~ ~ 0 l..L. ...:...:...: m 0 ~~~o D (J)ror---.lDLiJ'<tn('.J~ 0 Z (t:W>~Vl-OZVl C) Z L.() <<;t- i= o 0 ~ o I ~ L.() 0::: C) ::;:; "") *l N ~ CO .. I -, -, CO l.J.J N D i? i? ~o Q. Q. 0 (Q lI' \ \. \ \ \ ~ ".' @r.' SEE 1 1 ( , , , , -, . \ 1 " , .! I I ' ,\ ; '. I.'. ' " t ..; ,,;.... 1SEE i , \ I SHEET SEE SHEET 7 & 10 5, 4, 8 & & 9 3, 6 SHEET I- .. w ..-- o::~ 001") 0::0 ci-LLz ~ ..,n) Z CD <Q.- a o~G 0U. I:!~o:: ' Q.a::>- _ OWQ. --" UQ.8 0) wz . CD ~ OJ c:c: b!::U 4:'" z~~ :E >-.- - <::>~ ~o~ VI~W ~~~ croO wZ wG:W VI-o w05 ~~- a: I- :z ::) o (.) LL o en a: o :z <C ::E w ::E o ~ :z: 3: o I- S H E E T N o o m >- w I") 0::: ~~ iO <( ~ go:: 0 Z ~w z ~ ," w~ z :J w .lgo~~ w a.:o~~< 0::: J ~Ow,~ a.. ...J ~wwa:: ~Viffi8~ D ~ I-zl- o~~w~ I- w~o ~~~5~ 0::: ::> < 0 o < ~ l..L. ~ 3>- < J: <CD U 0 u> G: W 0::1- ~ ~ o 0:: Z ~ ~ I CI) CI) '- '- b)lJ..j ~.... ll) .~ t: :::: - I- - (.) 2C ('.J co co lD I On'<t S'roie co <lJ'<t~ --:-'f"J1'-. ::J ('.J 1:: (f)Or--.....o ."'S? '-....../ u U 0 X 01 0- 0 C o l.J... L.L (l) 0::: 'D ~ 0 .~. '" 0 0 Q <lJ D LiJ, - I..... OJ ~ '"'-- [) 3: (5 I ~ '" o E ie o- n ~ /- "I r---. " r---. ~/ ill f- ~ c::: III ~ o (.) .... ::;, o :z:: <C ...J c.. W ~ - en ...J ...J <C cc: w > o c w > o cc: c.. c.. <C >- ..... en ~ o :;: w cc: c.. I MA TCHLINE A-A io ., ('o\Jl;", ;, :': (':-;~: ";"',,\ . ':-'~ 1~4' .":, l<~!.~~.;,: :~ ~ ~~:rf ~~~;~,~ I",~I.~~~(~~~ :~;~;'..,~.t- ti~;ij'''4~:~ ';~;~~r~~:)l~\: ;:;~:~;"~'~ SEE SHEET 4 , " , - ~} 1 j , I ..1_] ..... --..... (._) --. r! _I 1 230,00' " ~9 L_ 1--2 ' ~vlL (J) , r--.~ . ~ -1 ~ CD, ''6:: L -~~ 1_ _ ~ ~ N III b- ~NI ~ I P -I'D J 80.opl ~'BLOCK ~ I L ~L I 5 6 o N 14.7' 21.83' " i-- -- L __ -I~ 1'0 CD cx:i 1'01 r--.~ IIg -1 o CD i- I"&. L_ --- 1- -- 1__ _ '" o ~ ~~ ~I~ ) I " ., r ) IPAD ~ 79,001 BLOCK 22 ili! III I /1 i -li ~/ Iii I " 1- ,- L_ ,~ c1:l 'NIL r--. , r--.~ . ~ o , -1 ' OCD, "6: L_ ,- L __ m N N <J= e={> m 9' ~~ 15.3' : I ~I I : I I : I IT : I ~ : I I ~I I : I I : I ~'6' in 16 UNITS II ~ 3 .1 5 6 P.f\D =178,15 I BLOq.;K 1 i ~J ~. ;.... v 2~' m o o N Oe={> N o OPOSED SOUTH P ET RETENTION AR 1.98 ACRES 7' : I I : I I :X/ I : I I : I ~ : I I : l- 'b. ~...~. I !I 7' LANDSCAPE BUFFER i .J:: " ~ :t 0.. '" '!l 8 :.,: 8 ~ '" ~ cii ~ "0 0: CI) ~ i z Cl Cii w o w a: <5 3: 9 8 co CD 8 CD fii >-- u w a a: Clo :.: --- .~ ! , r -:> --/ - ;~. -),->,,--' -- I,' , / ~ ! '; -;- c.~~~' F:/ ! C'CI!',j\l~ r"i~ NCF \ \ '/ (")(\;[ ~) ru~'Y FJi. oc: O'l v 1/ t C) l', CI [/ ..J em I / 0,: :gr f' Utl/ "l./ I I ( /__ J'/ .- o .- 1'0 f1 ,- (\llrll(c' li" \~I> Ii ' ' ,. () , 'J \:..., '<_____ \ P F= ~, , , .<" " I -'~'" / /~:r,__--~' / / ,/,./ ,- ..-' / // / , "-../ ! " --- -~, --- '~ " - ~ I ~ - , .. '- , - ~ - --- t'ot.O ,0\,,1 ~ ..t.SE.1 S\)~ --- ~ --- ~ --- '" ^' ,,,,,, v~ ,'(-" ~J,,[tt~; ~I'H-'I~'rh ~-.. ---tn bJ~1 ~ OJ zo ~ ~(J) II U CD~ <;j- ~\jQ-1 LI1<t:CD -LL- c o ~/,~:'?~:~~ -n':~i-t'." (, ~\i' ,l'.;- '<:f'\~:', 1-:"";: "lD .' i- . 1.,5" D 10' LANDSCAPE BUFFER (."' ,-,I' ! , I I ' I I ! ! I' {., 4" f'<1J ; i - ! i I ,~' : '04"4" '2. '> -" 24" @ 1M ~. J , I ; " ~i I 1'.; :; <J= R30' 6' WIDE CROSSWALK WI 12" WHITE (TYP) PER MUTCD PROPOSED MONUMENT SIGNS "v : ( ',': .~I' : ~~l --r, ", .~.'--- '1 : . 1"-"" i , ~ 1 , ) .-- ," ( , ..,' '1 r, /11 \" /1 II .1 'I 24.~ ,,@ ,. ,I , I ' ,. , I ; ,,/,; !,I "" / /, -~-~ 'I t__ --y- . is \ \', , \\ , I" _________ ' , , ',\ \ \. ~ \-:'\~1 "i"~ i-- --- '-,: ~ \ , , --- ~ .;.- -;3:~;~ --~ '-. '- '~ L(8 /a jQ g:;- ------ ~ .\~','~'~\':\.Ii MAINTENANCE OF TRAFFIC NOTES LIGHTING NOTE 1, FOR ROADWAY WORK ALONG LAWSON ROAD INCLUDING DRIVEWAY CONNECTIONS, AND TURN LANE CONSTRUCTION. CONTRACTOR TO FOLLOW THE FLORIDA ROADWAY AND TRAFFIC DESIGN STANDARDS INDEX #600. 2, THE CONTRACTOR WILL ADHEAR TO FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. SIGN LEGEND NO R1-1 R3-1 R3-7 R5-1 R6-1 TEXT OR SYMBOL STOP NO RIGHT TURN LEFT LANE MUST TURN LEFT DO NOT ENTER ONE WAY SIZE 30"x30" 24"x24" 30"x30" 30"x30" 36"x12" ALL SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. STRIPING NOTES TYPICAL PARKING SPACE SHALL BE STRIPED WITH A 4" WHITE STRIPE. SEE DETAILS FOR HANDICAP PARKING. GENERAL NOTES ALL UNUSED EXISTING DRIVEWAYS TO BE REMOVED. RIGHT-OF-WAY TO BE SODDED AND RESTORED TO EXISTING CONDITIONS, ALL DIMENSIONS FOR DRIVE ISLE WIDTHS TAKEN FROM FACE OF CURB TO FACE OF CURB. Edge Of o.teatobI. Wamlng ~l:=: '-0 '-0 o SITE LIGHTING SHALL BE DIRECTED AND SHIELDED FROM ADJACENT STREETS AND PROPERTIES. SITE LIGHTING POLES, FIXTURES, AND LOCATIONS SHALL BE APPROVED BY ECHELON PROPERTIES TO ASSURE CONSISTENCY WITH ADJACENT DEVELOPMENT. SITE LEGEND HANDICAP PARKING PROPOSED DRAINAGE INLET PROPOSED CURB SITE BOUNDARY LINE CENTER LINE OF ROAD RIGHT-OF-WAY EXISTING EDGE OF PAVEMENT WETLAND JURISDICTIONAL LINE PROPOSED 6' HIGH PVC FENCE TYPICAL HANDICAP 10 PARKING SPACES SIDEWALK 5' RADIUS LINEAR FEET SQUARE FEET PROPOSED PAVEMENT PROPOSED MILLING & RESURFACING PROPOSED OVER LAY ~35. r=1 Dome Patt.rn Sholl S, In-Un, ~ With olr<<flon Of Trwol o o o , cb 1 0 T.-td Dom. o \} 6(s" 0.1011) p-..J:'. 1- TRUNCATED DOllE o 0 o 0 PLAN VIEW All SIdewalk Curb Ramps Shall Have Detectable Warning Surfaces Thai Extend The Fu'l WIdth Of The Ramp And In The DIrection Of Travel 24 Inches (610 mm) From The Back Of Curb. ~ q:" ~01! ~ "'''~ , ~ ~'t-~ ~ J'II/f1. , II "- ~ I. Ie "'I ............. 2"1I1n.Full - I~ ~I H.Ig/Jt CUrb -....:::: ~ When C_'t IItrtlngo Ar. R.lrtd. ~ _ _Foil WithIn C_lt Llm"" _ I'oroll., Wffh Tho PrvJecltd Crouwolt. AIIgNHnt II croawalt. w~ tI'td oonf/~'Ott YGfy, rrIJt1t aon'orm 10 IfJd.. No, 17J+f ~ 17:J</6. NOTE: Concrete to be 3,000 psi -1 I r 2-1/2" min . N "- ~ I . N "- I I/) . -.l L -r 1- 7-3/4" -I #3 Bor Typical TYPE A REv. DATE CURB RAMP DETECTABLE WARNING For BACK OF S1DEWAJ.)( ClJRB OR BUFFER TRANSITIONS _ F.r /WiP Nto S1DfWAJ.)( ClJRB OPTIONS 5.. SIIe.t 4. II UNEM SlDEWAUC RAMPS Not., A. ptDI1lon of OIItI or both ~ mDY ufetrtd ouf.ld. the return. TYPICAL PLACEMENT OF PUBUC S1DEWALlC CURB RAMPS AT CURBED RETURNS -1 r 2" min . N "- I N -t --1 , N "- ~ 1 I/) ~ . ~ I- 7-1/2" -I #3 Bar Typical ~ANDICAPPED 5T ALL DETAIL TYPE C CITY OF CLEARWATER. FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING DESCRIPTION REDRA'M'-l BY Novo CHECKED BY G_l,8_ APP, DESIGNED BY R,C,S, WHE EL STOPS RE IN FORCE D CONCRE TE DATE 7 92 INDEX NO. 117 , OF 1 6 Em 0' 40' ~ I SCALE: 7" 80' --.J 40' TYP HC @ S/W _-, -'. T '. r \ I " f;. R5' ..- ,...., LF --! \9 CF " r: ( , , , SF Ii ,':':1 ~~~ ~V""s~ ~;~:':~ (' i \ \ GENERAL NOTES I, PublIo ._11 aJrlJ _ s""" be __td In 1M publlo right.' ""'l' 0/ _Ions fht1t w1ll pnwkJ. 00/If/nutJU8 UI'IOI:18Irucfed pMle6frkln olnvh1tlon pathI to pedNfrlan QTMJS, .'.....10 end '",,11I11.. In lhe publk rlg/Jt of ""'l' _ fO occe,,'bI. pedUfrlatl rout.. on i1d~nl "Iff. CUrbed '",,11I11.. "lIh "<1Owo/u end IIwJs. wlfhouI '_/a ore fO htN. aurb ,... otJMtruattd tit aU ,,,,., Intersect/OM and at fUmoutl that htNe IJUI1JIJd returns. Pari/al GIIfb retuf'M n" utend to the I1mff pruorlbld by Index No. 515 to ~e ourtJ rrMIf>>. ,.." otJMtrut:;f<<J at Io<<rtIOM wIthout sld.walk. 6ht:/111r:N. Q IatKJlng _rvo/ed 0/ 1M fop of ooch ~. .., She.1 S. 2. The kxxIflon Dttd orl.nfrrflon of OJ"" ratnp.J 81ro1J be as shown In fhtJ ploM. J. Qvb ff1IItP fIIIIIlf1Q ,/opN at unrNfra/n<<l 61tN 6hDJ/ not be ""1M' flDJ /1 /2 and crO$..J "ope "'''1>> 0.02 iN' fk1ffer. Tf'I1IJ6ftllon sltJpH 6htJ/I nof bI 8fe.~r fht6t / I 12- When 0"""" .x/stlng pedutrlan faolllfl.8 whe,. .X1811ng ,ff. dev.ltJpIHnf preollJdu Ihe tIOOOIMO:It1flO11 of II romp ,lop. at I , 12.. a ftlMlng IJ/~ be,.",.,. II Ie and I : 10 II P.11ItItted for II rift (If 6- maxlfflllfl and a ftlMlng .Iop. of betw.en I , KJ and I , 8 I, Pflfflt/11ed for a ".. or 3- ma.rcllJUrJ. Vlher. ~'ance '11th ",. r~/r...."t6 for crOR ,lope 0IIIIt0t be fUlly mn. fM mlnlfrIJM feasible 0f0U ,lop. ,hrllI be ptTWltHd. RatrtJ runnlng,1ope I' not nqulrtJd to eme<<l 81 In length. exoepf at 8ffu '1Mft1 the pions &P~1fy tI ~r J.1'/fIfh. ." Zw~~: ~=: r:r:a::-::':,::::r:. ~.'%mrw;r:Dn.IMn".::;ebe ....,t,k,::" Ra/rfXI wlM ClUJ"b r.furn8 may be und at ItJotrfIQM where o1Mr f/lfJl'fNemettf8 fJffNld. ~1dt:nc. away ffOllf """ portion at Q/rb ptrpMld/aJlor to tfte ~'d'wtJ":, 1/tfHfN.menf8 for guldonoe are not ,-.qu11Yd (If rJJrlJ ,."". for IInMr (MlHfrlan frr:rfffc. S. Curb '- <101_. -.1"" surf.... .",,1/ ..fend Ih. full width of 1M ~ atld In 1M dlr<<Jflon of ".,.,1:4- from ",. bt1t:* tIf aJrb. o.teotalJ/. tI/IfIf1Ilng wrftIDN nil M t:IOMtrvc1ed ~ I'JlfurI"" 0 _ dome P<J/Iem In ....'.mme. wffh U.S. D.portmenl of JusfICfl A.D,A, S_ For _",1. lleflgn. A,D.A. ADoeselbJllfy Guld.lln.... Seo/lon 4,119,2.1 dololl .hown above I,ft J. Trrm81f1on 410pN ore nt1t 10 ht:N. d,f<<Jlobl. 'rIIOmlngs. 6. Un/'N "therw/.. oolled out In fM pJaM. the ratIfJ det<<1foble warnIng 6Ufface sholl b. lXJlor.d In ...._ "lIh Seo/lon JSI.' lho Sftmdord Sp..lflcofl.... L__ 7. VI".,. G 0IIf"b nrrp I, 00Mtru0t1d wIthIn exl61Jng aJrb. QJf't) and ~r afld/or sld.walk. II.. ..lftl"" ourb or ourb atld (1UIttr .",,1/ be r._td 10 lho n_ JoInt beyond /he aJrb frvMltlOM or to the em", that fIQ rwnalnlng notIon of QJrb or Cll.R and gutt.r 16 INII ffIatl 5' /o1WJ. Tho .x"""" "dewo/k .",,11 ~ lWIrNed fO /he .- J.'nl beyond Ih. froM/110ft ,1opiI or walk around or to the u"'" that no rttmfJJnlng .eat/on vf 81d,wolk f. I.,. ffIatl 5' /o1WJ, 8. Alpha.,.",.,fc IMntlfltxltlOM are for ,.f.rtnct {pkml. permll" .Ie. J. 9. Public ~/k curb ,..., ore to be pold for a.s (aI/ow" RaItp. rw:J1JI'I6fnJaI "d,wolk4. wit around ,1*walk.. ,Idevtalk kmdllJfll and .'d,walk lXriI are '" be pokl for undl' tfHI aontracf unit price for Sidewalk Conorete. ( _. Thick), sr. GUt _ff_ ~ r_td ~ I1NJ Iv ~ pold 'or und.r lhe aonfrocf III" prIM for the ptIf.nt ourb. ,.... Curb CO/tO.. (Typ~ _ J.LF Of' Curb and Gutter Cone.. (Typo _I, I.E. ::::ef: f:i ,,1,"" ~d<<J"1n r:..mu;:/m.aw://..-=:'o1 :'=~"1i,;::,a:: t~:r. featurN Mal, be IncW,n the oontrY1ct IJf'Ilf price for rlltw an11. curti oM guttfJr ond/or "_'t rupedlve/y, DESIGN NOTES J. rhe ooIor",'retrtetJtlfI Genera/Not. 6 1& to ptTNld' 0 dDrt.-on-ffgMvllUaloonfro.stlMfw..n the Htf1l1lr1lh warnIng .xrao. and 'hi rJdJOOMd WfllkffJf1 .urfaoe. When fldJaMnt wolklng wrf~ en CIOJored or are (JIfJMfrutJled with mt1Ierlal& other ttran nfIhdarrJ ClaM I Portland Cemenl _ In ...._ wIth Seo/lon S22 ., Ih. S_ SpecIf/(Jo//oM, /he pi",.. trJJ6t ptfN/n for d.feaIrIbi. lIIOmlfrl/ <<J/'ftIC, 00lor6 or ma1.,.'ol6 ftw1t prfNldfl tile n~MOry oontro.n. .ltMr dan.-on-JlQh1 or I'ght-an-dork. STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PUBUC SIDEWALl( CURB RAMPS D..Ign.lIl, leI" D.,.n Br iHU 304 Chn~'d't JM:; 101,. lof 5 Of r HANDICAPPED SIGN /' SEE INDEX NO, 119 CON C, WALK R"'t.AP DO'ftN SEE INDEX NO. 109 CONC WALK " 6" WIDE TRAfFIC WHITE STRIPE (TYPICAL) ~ to " 2' (TYPICAL) ~ 17'-0" NOTE: All pavement markings to be thermoplastic, 5'-0" CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING REv. 0,1, TE REO:'~WN BY OiEO<.EO By "',0, APP. ()[~GNEO BY 1 OF 2 TYPICAL SINGlE HANDICAPPED STALL DATE 5 99 INDEx NO , 18 DESCRIPTION W I- <( o I I (J) 0:::::< O~to!) '-.,L..8 ~ZN <(Qf- VlI ClVlO W-- a:~~ OWCL UCLO U Wz CD ~;i f- f- ' o-U Z~~ >- f- . <(=>O :::<O~ Vl~e:; ~~~ a:ClB wZ wG:w Vl-Cl w85 ~:::<<l: cr:Ld>-'(/)~OZVI It' W C') <(I- ~L :en::: -J o It' 0. L[) o o " I 4t.-:~ ,CO 3co Q- Q- o Z L[) F= o l- I ~ ..q- 0::: o w I Q. 0..q- D <(0 CJ U -I ...J -. <C c.. :E <C t- LLI :E o :::J: m ~ w C - C/) >- D: I- :z ::::) o (.) LL o C/) D: o :z <C :E w :E o :J: z: 3= o I- S H E E T N o I 0) 1.... ~ Q) Q) Q) Q) .~ .~ ~ t))Ll.! ~...... ~ .~ ~ ~ Q) ~ E; ~ t:: C> .~ 0) ::,.; ~~ t:: t:: 0) ~..... 0.: (.) Q) ..... ~~ Q) ~ Q)'o::t: .~ ~Q) ~~ (.) :;::; 0) .:;:: ~ (.) ~ -.J 01 l/l ('-) "-" W LO I gr<)~ ,- ~ r--.. ;,i.J "-J- ,~--. .-' i"} f".. _ ::; ('I t: C" 0 r--.. 0 D '---' U -0 :-- x 0) u ;> 0 c OLLU Q) r1" ~ n ~ ~ 00 6 Q1 ..0 LI) C 0 ~ ~ l3L ~ ~ oE:g:J ~6~ r( rL I"- ('J I"- <C c - D: o ...J LL - D: W I- <C 3= D: <C w ...J <..:> LL o >- I- - (.) 3 o 3: o o 0::: o U w 0::: o z o F= Q. 0::: U (.f) w o z o F= u ::) 0::: I- (.f) Z o U D -1 <t: Z LL o o z 0> >-- to!) 0::: <D <t: Z ~ --.J W 0::: Q. o 0::: o LL o W :::> (.f) (.f) OJ f- ...: -- CIl ~ '- .... o .... (J) 1:] c: CQ .... (J) III E CQ c: ::... c: CQ ~ o (.) .... ;:, o z: <C ...J c.. W I- - C/) MA TCHLINE B-B SEE SHEET 5 t , l' .~.~ n2B, J 1 I t<L:> , I tl ,~I ~~--~ I Ei_ ~~IL r 19' ::> II g , 11 ,,~: If' "~~ " lf~ I 11 [ 13.2' ~ [ _ . i [ ,X~ (t 13.2' . [ :<~ u.L 1t<': [ ~ I [~ . 8- i [ 13.4' 11',~, 12,5' . [ I~ ( E ~ 2 ::> 12.8' ,~ : ['<t lI1-IE e- ll! [ . "," 12.9' (.- 7' r: 7' LANDSCAPE BUFFER /. ,~ : f [~ l--z [ ::> . ' '<t I i,' ~ I [ 230,00' t " 5 iii g ,~ :::i 0.. '" on o o .. ~ ~ '" 't "0 <i (f) u. ,;, 8 i L " iii ~ w a: (!) ~ CJ ~ ~ ~ fii I- U w a ~ 'i. MATCHLINE A-A SEE SHEET 3 \ 13,1' 13.2' "'- Iv Ij)' I [ ~ H~,- -g " o (/) ;; h-E ~ l [~ ~ --E u ~ [ 13.4' , .,',. 0 13.5' '( . E . l~€ [(/) f- _2 . [::> '<t 13.7' . ~ ><} [ 13.8' I ! [ . ~ . (/) ~ '..J ; ~ : E ~J 14.1' . c~ . E 9"11" '1 '.-' E '~I,.[ (/) . f- . I E S [ 8 " . [ 14,3' . I 14.4' ! : I [ i -E -, -g a N 21.83' - -1 _ Q [ I ' ,n 0=:-- ~ --IL I f'-- ro~ " 19' IIg n- OCD 't. - If! a N 25' 'I ~ ,0 ~~I~rr 19' -II OU La.-, ":. o ffic it. : , ['- - a N 21.83' - I '8 l <.D enl ro~ II U o o-.J ~CD l [119 If) o N 25' b I I ~:J ~, '1 I In ,~ I- I[) roiL, ro~ U n g.,' o -.J '1 <(CD t1L 19' 1 - I a N 21.83' - 1_ _ '~ [ rr) r--I- ro~ " II g -.J o CDI 't. I I - 19' 0_ IfJ a N 25' b ,) I _ ~I . <.D11 N U ro . II g - offi 't. :l_ I I 19' I - o N 21.83' - ,t{)'" I I' I o Li)1 ro~ II U o o-.J '~ CD [ 19 -~ If! a N 25' 'I I i ,"'l 5,1)' ~~ 2B' 14 2~' 1 -I I I I, ~I~ : I b .1 1\ ~~ 2b' ~ ~I~ ~ , r- ~ 6 U \j I TSI I..- -- 1_ PAD = 88,50 If BCOq<f 3. - ~~a;;::J ~FI 0, ~'-.. -..;:: "'-.-- ':q- _Co N N <J= - =t> fir;; I i E~ g ~ D - 19' [ [~' ~g 1'_' 4 20~--E _ _ II~ CD l_ I [ ,~~-- l _____ , r ." ') 'L.- ! , 1/ --l r 'cc:~l 0- -~ - I _ 1 _ I I ~, II ~- I I - J b- UNIT - JI - j J PAD = 88.501 i(I'Y =;BLOC K 14 ,1 I '-, 'f- fEJ 00'0 ~ I ' "DO .....:....., - L...J I L:.J 0 0 L...J - - I _: .~ I ':q- .0 I') .' , , 'r-:l 14 i II ~ ~>-- ''<!- ..... <i= ..... N =t> Co - N fir I I I ~ I ~rzr-" - 't-~+~ r-O l__J_ _ 1 I ! c L...:.I DID L..l L...J 0 0 L...J . L __ I _1 REST {ROOMS X 'I ~~f:>~!j~~/~J~~m . ~r] (~!-) 'FlFl '~~ 1 1 x mr X ~ 'E ~~NC Pi ONE 32" ,.... 5 i~1 I'C.-' PAD = 87.501 ,:BLOCK lQ/! 5 I Ol ,~ -.. I...... '~ - ! -Ji I I '-, I (~, _ ~DID ~ J 1 PlAY AREA Rill l' r ~?07.J 't.r<'IMI- ,Iol FENCE ...J ;: ~ BOX AREA (17'xl7') =f> BIKE RACK AREA (1 O'X8') - rr- Ii. l I' I Ii r-O ,~~ JL , S-UNT S I I PAD = 85,251 l t- " ~:BLO( K 17 Jj I j L...J DiU! a 1 ~ I L..J opr:::.:::J! i . ~ _1. ! r-. o v -- --r--- - I a I , r-:1 nh - r-11 ~ nln ,..-,1 4 ~~ 6 UNITS ,I I I I PAD = 83.75 j: OTnl' 8 f' j.-'=<. ~,~ 2 ' 1- -II -0 ~ -;... <J= ':q- -~ ir'I N rr-~ .~ - I I " (" 1:::::JTI 0 ---c::r i r:-->1 nin ~ I C I lev" en Ii- t · 1 : 5 Ol I ~ n~ - I I _ I It -~-~6-J1 ~~l. I: 1Ntf' _ J / I r-D I ! PAD = 83.001 ! ] I i ~-'BLO( K ~ /1 I ') : (: L..:J 0 ID a L.:J . L...J 0 D L...J 1 L:.J DID L...J - I - ! I r-. o v 23' , r:1 Db 9 r-1 r ~olo -r-1 r I : c:.' I.J 6 UNITS) : ] i I PAD = 81.00' 1 , ,B~Df4Q . ~L...z.:...l ~~ I I I ~. 2 ' I \\.. I r:-:'l do ", I, 5 ~ I t) 11 ;1 I m 1/ J ~~ 28' 14 2k, ~6~ \lY 2~' I ~~ 2e' ~ 2 ' ~~ 28' 4 2 ' - ... " r 00 ~ ~ rr~ ~ ~ ~ ~ ~ 19 n ~ ~ (9)~ ~ ~ ~ ~ ~ 0, rr~ ~ 19' ~ ~ ~ (7) ~ 19' ~ ~ ~ ~ (8) ~ ~ '- e r rr~ ~ ~ 7) ~ ~ ~ .. 0, ~ ~ ~ 19' ~ ~ (9) ~ ~ 1 D. F" rr~ ~ ~ (7) ~ ~ ~ ~ J~;",,'''' d" J . Jl ~ ~,. :, m-- ,..,:I , '~ ... ;4) , ~ " , 10' ' . >--,10' LANDSCAPE ~_~' .~ : ~ BUFFER ~~r0I~. ~. ,: '~ 20 ~ J-r' ' .' <l ::> N IIU ' i .j I"') 0 <.D ~ -.J I <(CD a.. - " J I ~~ 24'0 ~ -mil I 8.5 14,5' ; 1 ~) 1;1/' J r- o a N "1 ':) o ~ ~y~-~ .-. _ ro 20 ~ ::>enlt<..T <.D OD '<t urlO -.J _ <(CD a.. Il.:.~ ~\ ~ o a N '1 o ~--n-- ~ ~ '~~1 ~- 1=t.h_20 ~ ,..,:J ::> ~ 118 ~ m , ,~ '<t Lf'f1lD -.J W I ..~ ,0 ~'" 0 1 _I . '1 ~.',:,- -- h ,J .~ i-0 lci i-r) lci I-'-- ' :1 ~. ~ ~ ,~ , 1 ~'-,,w j n "'7 IT' -", o' fU. i)J j~H -~ r-:- [1~ -", n' ~. II ~ ~ ~ '{9 ~ ~ .' ~ - ~, ~ '7!!r II '-'- :1 0, rr~ 1~ "0 N ~,t o li)-n ~ ~ytci ;;)1 _ ro 20 ~- ::>~lIg'" '<t urlD ---l " <(,!ILL-- ,. "t~ ,~ ! t;" Q) u c ~ he; ~(p I I/ia 6> / ~', ' ./;.~ 1 u o . i ~ '.lJ" 0 lD i .. f;' : I III . e ~ e-, ?n" :~ 4' o /7' LANDSCAPE BUFFER ... r 7' LANDSCAPE BUFFER 7" "- / I 6' wood fenc s;;,~~64,,7~".1O"B:~ :~"__' J." i 41r/' 6'''' -f 4,," .8:_ ~7" / _~ 6'" 7"4 11" '" '" ~ "'. '" ~ . "0 2'/ 1:IJ. }l - , _ ' 1- '^ 0 / ff4 UNITS 6 UNITS ,,' 4 UNITS ~8" I. /1_ ] 15169b SF; I... -:, .8.320 SFI c= 5J69b SF; 1..7" _ 1.___. PAEJ = 89~50 ~j 20' I PAD = 89.50.J G 20' 1 PAfJ = 90:00 4 " . . BLOCK 47 I BLOCK 4a lJA-'p I BLOCK 49 ,6" ~ I - *~ -:"1 ' . .... 1} 'A- ,7" b:'}, Lr b:'), r.-7lh L.r -, I ~"~~"lh_, ".', ~,~.','" ~8" > ~' ~ I T r~"','" \. r ,-J III M t ' __.J' " r, :'10' =~=======~ ===== =====" '. .' ~ 16.5' :"'-:;" ~_~ _~ ~~ ~~~:@;~~~~~ 11'" :;: : I.. - " ...... 0 - ~ r MAIL KIOSK ...... '" K I / '" :-"............. / io / ~ ~ ". ~" . N '-":F\ r:-~ ~ ""~ ~ \ - :\7' L . L;. ~ I n,w .0 1 I ~ . NiJ) i J ~TRASH ENCLOSURE , . .T ,,~-~;~ 19' 2.' 19' ~.t. ,~.~ 2" 19' n ..3_.....~g - ~.. ,:'f ! I ~ In g ~I 1\7"" ~ ~e:.17 ~ lJr~ "11 ~ ~~ ~ . ~ ?'~" . ~ ~ ~I. ~: 11" :1 ~ ~~~ gffLt ~ (;:J ;: ~.~~- ~~.~ g 1" lb -) ~. iJ ~ ~ 7rg J:; ;: ~, "1 - t w ~ CD _". ~ ~ . -111 ~ w ~~_li__ ~ ~~, <.D cxf~_ffi ~', 4'b'" ".~~ <0. ~ ~r, '::,:- "J ~ ~~ -"-':,:j'~ '.1 ~':: ~WI .. <P, ~ ,~ ~'~.~ ~,f- ~'. ~B '.. .~ L'I ii) : fj 4J I rr ~'" '^ ' i - 'T ". ,- ." ,^'-' I1In~ . N / ~, u w, 11' 1". // 9 -t- 9 N -_ I~ 5' N '. , . .'. \7 m _\J~ "~. "!v m '"'' l' '~___'~ . , "~':->,;V."," '::-': .,".::..,v:"/>:,;'~<::<~6.~.~.~,:.::~~~';~_~/>>> <. <::x<" ^'~j': ~>7::<:::>::>:::;>: :::;;~:: '". " .,..,.,.."BI~.'?~;;'>../ ,', ,~~~^'.v"/. . 'P~~:OS~O' .'. ."~i:';.~'9C~,'<;;Xi(:1~~"if?,>?iU ":.<> A~ it~@X~i MONUMENT SIGNS ~ q" ',~'x<< ':v ~" 1~ ~ ",U, " 6' WIDE CROSSWALK \g" wi 12" WHITE (TYP) PER MUTCD 6" ~2"" .. 9" AI 6" ~12" g'~ '" lill s" ~, 7" ~.. .R". 'if .7". ~' ,~ ~~J . <J= =f> Rl.1-, 1: ~ f 1;'0'1 I.{) r-- i-- (/) lJ..",.' 01 ~(JJd)1"') 20 ,~ ::>0)1IU1 <.D 0 '<t Lf'f'lD -.J <(ID a.. a N 1 .5' ~ t ,(J o - --', .' 11 J a . " o (/) I.J..., "i enll ~(/)roN;.I 2 0 ..~- ::>NIIU .. <.D ':'].'0 g ,J UJ <(m- a.. C1J "'1 1~ i 19 - ~~N~" - - ,~ 20 ~ I ::>NIIU;.I ! I"') G <.D . 0 ---l ro...,..CD 'cl: ,J L.. . I a N 14.,[' I .. ~~-~ o (/) ~Y6 1'1 I ~ roNtJ 1 20 ~ ::>enllU <.D 0 '<t L~llD ~ h ..... :7 ~~ ~x:..,,:,:.::, .~ " ' ..", ,'.. ' . -'. '.', . " . 0 ' ":,, ,,'...' . ..... ,', ~ /0 -. . , '. . , . . . . ::", ';' .': ,',', . . ,.'" . " , ' 9"~g" LIGHTiNG NOTE , " '; .' " , < > > , . . " , 'A" "'1.1'" :C'Y ~:,O,i ;N; ~ ...... -'I .',. \ [':'Z:':: ':'Q':: , . . . ' '0': .: C"::: ! . ~ .... :: < ~,11'" '..' SITE LEGEND (fI HANDICAP PARKING PROPOSED DRAINAGE INLET PROPOSED CURB SITE BOUNDARY LINE CENTER LINE OF ROAD RIGHT-OF -WAY EXISTING EDGE OF PAVEMENT WETLAND JURISDICTIONAL LINE PROPOSED 6' HIGH PVC FENCE TYPICAL HANDICAP 10 PARKING SPACES SIDEWALK 5' RADIUS LINEAR FEET SQUARE FEET PROPOSED PAVEMENT PROPOSED MILLING & RESURFACING PROPOSED OVER LAY 11." '.t. 1"1" '.' " '. ~ :- :~ I ! i:. . ,1 , . '\ ,! I , 4' " I i. . "':-: , I I " I ) , ' , > Ij) u c Ij) , .' -"'- c . . ," 1 , > ,(:: o .r: '-' ):X,y:;::-:' 1 I. '. -lD U~7" \ ~., i#o <. ....' ~ ,..".,. I ~ N 0' ~ I SCALE: 1" = 40' 6 Em TYP HC @ S/W R5' LF SF I I r ,"1 .. ,. . . " ,'" , . . '.. I I 40' 80' I iT] OR\G\NAl RECEIVED ~M~ ~ 1 2005 iJU\NNING DEPARTMENT ,":trv OF CLEARWA1ER rn , ' ; ~J I , [[ J , ~B- "~--t ) ~.'r r t~ r r .... IO~ 10' a:: UJ -' .1 Zi G) ... > C; .l r :Z:' CJi - ::Ci , , .' UJI ., ~i l. . I I , ! b IF ;f-j I,J: . I fr . '. I, ~ iU , _.It " /: , tti '0 ~ i / >- <..? CD ~ o o a::: o U w a::: D 2 o F 2 a.. 0 a::: F U U (/) ::> w a::: o f- (/) 2 o U D -.J W <( f- 2 <( u... o D ())cor---lDlf)'<tnN~ 0 Z cr:W>-(f)-OZVJ <..? 2 <.0 cr: -.;;t F w~ w L[) 0 f- 0' LJ 0 n:......... .aJ<r I ~ I()')>-.....,...Z~ 0 L.() a::: o.Nco.......<rr- I W 5:" c..92J~ N f-.......z ~ I CL I <.0 5: -:i - OJ .. uO<r 0 oOJ~ND w cr: cr: cr: <to (j) 0 0. 0. 0 . ~ a::~ o ~'", ....'4.0 ..... 0 ~ZN 4( 0 t- L4.) O~G C) , w-- C) o:~~.C'oJ ~ 8a:~ ,- - w z<.> (1")- CDw~ , ' t- ~ ' 0-0 zi~ >- t- . <::><.:> ~~~ ~ ~~~ ~0<3 wZ wG:w ~oo .... ~~~ '~ - [i' U --I --I A ... <C c.. :E <C t- O(] 9 ~r ~olCl ~ r- r:-:'lOO ",- I c I J 6 +ITS ,I c, " P~Dmq~i~50 . .f~ ~~ I ~ I ~ I Co .7' ' " 0,:',\' '-,.' ',,':, , 10' LANDSCAPE I') r I~>":'" .':, ':-~BUFFER .. f:-' , .' ',. . . f.,1'-:-- SITE LIGHTING SHALL BE DIRECTED AND SHIELDED FROM ADJACENT STREETS AND PROPERTIES SITE LIGHTING POLES, FIXTURES, AND LOCATIONS' SHALL BE APPROVED BY ECHELON PROPERTIES TO ASSURE CONSISTENCY WITH ADJACENT DEVELOPMENT. UJ :E o ::J: m ~ ff r ~ w C - (J) >- 0:: I-- Z ::> o (.) LL o (J) cr:: o z <C :E ~ w :E o :I: Z 3= o I-- r, S H E E T N o I lI) lI) " " (l) (l) (l) (l) .~ .~ g> g>lJ.I ll..i...... C\) .~ ~ ~ (l) C\) 12 .::: t:: c ,~ lI) ~ ~~ t:: t:: lI) ~.... ~ tl (l) .... ~~ (l) ~ (l)-c;:c .~ l:))(l) ~ ~ tl :;::; lI) .~ ~ (.) t:: C\) -...J <C c - 0:: o ...J LL ... 0:: W I-- <C 3= cr:: <C w ....I (.) LL o >- I-- - (.) o ~ >- Ol~ <0 ~ ~:g 2 ~ CDQ:: 0 (IJ ~w Z ~ ...w~ Z :::J u.i .1lI<3<':>~ W ci o~ ~ < a::: .w Q::N CL ::lzo~ir w QWzo D ~ Vl ffi <3 :r ~ J'.' z t- o ~~w ~ t- ~~o ~ zQ::5~ a::: ::> < 0 ~ 0< ~ u... <:J>- < is ~CD g 0 irt- 1= W o Q::::> z ~ ~ N lO LD lD I 8n~ ~~,.. Q) .q- /---...... '-;~~~f (j)or---o ~ '.--- U '00)<0) o __ 0 L o LL 1..1_ QJ cr: 0 L 0';;, ;: 00 D Q)Dlf) - \.-- a) :0: ~ 0 I 3 L) I 0", ~ ofF? C) -0 ~ 0._ r:: N Q' f--- ....: ~ Q; ~ .~ (". ~'~ "-J ~ CI) ~ II> ~ ~ t:: ~ :... t:: III 0.. E: o <..l .... ;:) C z <C ...J c.. W I-- - (J) 4 1- . I ( \ \ . ---.- ~ '5' a; cO !l, ~ '" '" !;i u; ~ in M cii ~ "0 a: C/l " .;, 8 j z <!) en w o W II: (5 ~ 8 i ~ en >- u w a ~ "" / 1 --{- 230.00' \ J~ /" \~ ,. 1 v\ '\ ~i (J ~' o J f) \ '~) J , , \ \\ (v: '~~\ \ r,' I '-~, \ ' ~ ~ "~lL \ I ) 7' LANDSCAPE BUFFER wi 6' HIGH PVC FENCE -+- MA TCHLINE B-B SEE SHEET 4 15"1(," <J -----Lr of slope R17' ~ 7' 1 : I ~ ,I i II u -Ui : I 1 : I ~ : I I : I 'I : I IT : I 1 : I ~;J', ,i " .X I .jr: : 1 --U , . : 1 I , II I , I i I I I ~ I i II 239.2' -- - -- / / /"~ - _ =- -=- - --t_~( , / _ _ ___ __ __ __--1 R25' 1 3' , ,I ::Il ~ 1 ! . I ,hi I , I 19' \ (l) D- o U1 - o (l) o ....- ) I ~ 8" ~ -11 : , II I I I II i ! o Z<( Ow 0-0:::: <( I (f) I-ZW et:oo:::: o-u m z~<( ~ o~~ WW~ (/)0::::..- o 0-1- OW et:3: 0- I[.!l ~-------- /" /" /"/ ~" ) L ,.~ ,J (, 6 UNITS /1 IpAD J 88.501 ~I ~F 11, III m fJ. 10' LANDSCAPE BUFFER \" wi 6' HIGH PVC FENCE ~, '~ "" ,;,~ L() " -- _N Jr ~ (/) ~ 'Ct : f:= OJ z 0 ~L =n'J II~ - t'0 ,J , I LO OJ""D " u _ <(_un Q. 1- l_" lJ,~ - -- - l/ -'b 6' wood fence ..._...~.._..._... rr="'-"'~"'-"'-''X'-~-~~~-~-''~ _ _ _ _ _ -~p---- + II to, of ,lop' L : I I 1 : I I I I I I I I I I I I I I I I I I I I I . I I 1 : I ~ ,I 1 : I I I I I I I II I I I I I I I I . I I 1 : I I 1 : I I ~t- I 1 9' v N ~ ~ I. L ~__~ ___ ~"l '(/) , , " f- (/) ,Y, I - O'l f' . S~II I~- . 1'0 LO 05'0 ~ __ <( L-_~ ~~ Q. J' l_ -- ~- _' 17 9' N I- I 1./ i L~~ -~g 'Jr- , ,'.~ (/) (() 0 ';, ' . f- (/) O'l ." ~- ~i}'11 :T~ ~ ' 1'0 I LO <<Yo-J I~ _ CD_~ ~~- ~~ _ r;V 9' N 1-- 2~' f- 1 2~' _u_ -j 1- , (/) ~ ) 1 I l__ f- ' -O'l Z co~..'..- ~ ,~ o -, .q- <( " Ci-" 19' I, -- 1- L_ l_ r- I A' " J,-~ ;.r, o N ~t r - L, ~_ ~,J..() 1- -- , r: DII, O'l " , CD . '.::L ~ _J O-_J ~_' ~<( ~-'-l r 'f:L~ '~ i_ ~ - ~~ ~- .0 N 2-5'- oct 1-- - ~ 1_ ~~ _ ,J..() I-~ ~ (111~_ o ~'I , O'l . Y' TI-=:J .. o ~~ ~<( ,l~ 1- '(L L ~~~~{ -- = )U"(~I ~I ~ J I 1 ~~ o .j 11'- . '1 5 . '0) IO'~ h .7 <7 . I , \ 14U~ITSI 15.,69~ SF / I PAD = 88'50 1 I : II I.'. 1111 "T . I 1Jq 6 UNITS I . p~~3~0 8l~5 L, I Id ~I]' ~ 4f ( ) 4 U~ITS 1 pl~6: 8~~5;j (LUf1' ~ ( \; 20' 20' , .19.4'p IJ ~ (/) o ;i ~. ? ~' 8" <J 6" ~,1 2 ' . .4, 14 U~ITS I l\.3 , 5J690 SF 1 P4D =18a'15 L ~_U~ ;j'.J ~ ~ <)5"5''5'' 20' U~ITS I 1 5J690 Sf 4 pAE) =1 89'.qO '~LULK ;j /1 q --1-- 2 ' .~ _J L . Ui N <1= '" 6' WIDE CROSSWALK ':.:t D wi 12" WHITE (TYP) C'ool =l> PER MUTCD '--------------J--------------- /j] ----- - I .~: 0 v ~ ~ .. ...~... ... ~ 6' wood fe'n~e . .-... ...- I ~EXISnNG RIGHT-OF-WAY TO BE VACATED ',_ ,l ------- chain link fence 2 ' 10' LANDSCAPE BUFFER 11' o 4" )> ,~ )> l ~ L L <'... o 0' LA.NDSCAPE 'UFFER 11' 1. FOR ROADWAY WORK ALONG LAWSON ROAD INCLUDING DRIVEWAY CONNECTIONS, AND TURN LANE CONSTRUCTION, CONTRACTOR TO FOLLOW THE FLORIDA ROADWAY AND TRAFFIC DESIGN STANDARDS INDEX #600. 2, THE CONTRACTOR WILL ADHEAR TO FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. MAINTENANCE OF TRAFFIC NOTES 2 ' 0-- --_.~-- 3' wo.",j~l.~nce 7.1" I~ :0 :C '0 ;1: 'Z :0 UJ :. :C ;... < "Ui SIGN LEGEND NO Rl-l R3-1 R3-7 R5-1 R6-1 TURN LEFT SIZE 30"x30" 24"x24" 30"x30" 30"x30" 36"x12" <J TEXT OR SYMBOL STOP NO RIGHT TURN LEFT LANE MUST DO NOT ENTER ONE WAY (l) u c .1' ~ c 11' c o .c u ALL SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. STRIPING NOTES (;] TYPICAL PARKING SPACE SHALL BE STRIPED WITH A 4" WHITE STRIPE. SEE DETAILS FOR HANDICAP PARKING, .. i ~ GENERAL NOTES 11' ALL UNUSED EXISTING DRIVEWAYS TO BE REMOVED, RIGHT-OF -WA Y TO BE SODDED AND RESTORED TO EXISTING CONDITIONS. ALL DIMENSIONS FOR DRIVE ISLE WIDTHS TAKEN FROM FACE OF CURB TO FACE OF CURB, .. 2 ' vX>( ~ ! . 11' . iJ . I~ 'J QJ U c ~QJ I u " 0 : I 0 :;: '0 , , . I fi ':P I 2 ' €I 5":)"6" -:1!- 10" ~ 8" ~ 8" ~ 10" ~ OUTPARGEL 88,300 S.F. 6"5" . (15% 12" <1 I MPERV.) 5" i) .j" <)> 10" ~ 10" ~ ~ ~ LIGHTING NOTE @ 4" 11" 7" ~ ~ ~ 5" 11"8" ~' 1,1" ~ 7" @ ~ 4" 9"12" @ 10" ~ -----.-': N 8"11 " I!) 9" ~ 11" ~ 10" # --------- 6' chain link fence SITE LIGHTING SHALL 8E DIRECTED AND SHIELDED FROM ADJACENT ST~~TTS AND PROPERTIES, SITE LIGHTING POLES, FIX :,-'RES, AND LOCATIONS SHALL BE APPROVED BY EChELON PROPERTIES TO ASSURE CONSISTENCY WITH ADJACENT DEVELOPMENT. SITE LEGENI) HANDICAP PARKING PROPOSED DRAINAGE INLET PROPOSED CURB SITE BOUNDARY LINE CENTER LINE OF ROAD RIGHT -OF-WAY EXISTING EDGE OF PAVEMENT WETLAND JURISDICTIONAL LINE PROPOSED 6' HIGH PVC FENCE PROPOSED WETLAND MITIGATION AREA TYPICAL HANDICAP 10 PARKING SPACES SIDEWALK 5' RADIUS LINEAR FEET SQUARE FEET PROPOSED PAVEMENT PROPOSED MILLING & RESURFACING PROPOSED OVER LAY 6 Em x TYP HC @ Sjw R5' LF SF I I I ".','. ,',' ~ . ~ f ~".' ': ,>~ . :' .: < >',"/ . K _ . .', . . 1:'<, ',1 18" ...~ ---=t--; I I I I I' c1 " ~" 4" )> s," ~ R" ~" 24' ~ ~ 3 I I I I J ~ ~ 9 -...J i ! i .' I , 1",.1 6 ~hOln In", u~ ,ce Ii 0' ~ I SCALE: 7" = 40' II ~,. . \~ I .. 1'-.' ; MAR J n 2005 40' . . \ ; ~ I 1 1: , I I i 80' I , I: ,11 ii, ~ >- CD o ~ o o a::: o u w a::: o z o f= Q. a::: U (f) w o z o f= u :J a::: I- (f) Z o U o .....J <{ Z ~ W f- <( o 0 mOOl'-tOUi.;;tn0J~ 0 Z O::w>-(/)-OZ(/) o z (() Q:: LO ~ f= 'W"- w Ol- e:> e:> 0 I ~ Q:: ,rn <( y: 0 a::: I~>-<(~I- I LO w ~ mC)2J~..- N Q. t- Z ,CO.. I , I (() ~ , 'CO wN D ~O ~ ~ ~ ':;( 0 (j) 0 0. 0. 0 I,\. o:~ O~I') ........u.g ~ZN <Qf- (l)J: 0(1)<':> w-- -~~ ~ffiQ.. UQ..O wzu CD~QJ f- f- . o-u z~~ >-f-<5 <:::>z ~o- (I)~ffi ~~~ ~oG wZ wLA:w (1)-0 w85 ~~ a: I-- Z => o (.) LL o (J) a:: o z <C :E w :E o ::J: Z 3: o I-- S H E E T N o I II) II) ~ ~ Q) Q) Q) Q) .S: .S: g> l:l')1.i.J ~.... <\) .~ ~ :::: Q) <\) E: ~ t:: C .~ II) ::i: t~ t:: t:: II) ~.... Q..: (.) Q) .... ~~ Q) ~ Q)oq: .S: l:l')Q) ~~ ~ (.) .~ ~ ..... ~ ~ t:: <\) -....l <C c - a:: o ...J LL .. a:: w I-- <C 3: a:: <C w ...J (.) LL o > I-- - (.) ~~ ~ ~ ~ go: ci Z 10 ~w Z ~ w~ Z :::i . .Id-<':>o W I"""'!. <.:> Z 1= ""Ir 0 ~ cr < a::: .. ~0l:J~ 0.. <.:>wzo D ViO:<3~ VJ~z:::> VJ!Qw< ~ ~80u. rv ~ zo:50 LL. :::> < 0 o < ~ l.J... 0: Q>- < <;i,CD U 0 0> LA: W cr f- 1=:::> o 0: Z t5 ~ 0J to to to I on.;;t :='rog2 to QJ .;;t /'"<- :-:;n~E (j)OI'-O "D ~ U U I- X ~ o.2oc ou~LLQJ 0::: u ~ 0"5 :;: 000 QJDL[) , -L(J)": L 0 :;: (; I d, :;: oEg2 0- nO/'"<- 0J0.1'- 0J I'- QJ t- ::... -=: III ~ o o .... ::J <:) z <C ...J c.. W I-- - (J) 5 MATCHLINE A-A 1 { :x I , , I ~f II I , 1- : I rr : I_ I I I G':11f I I I ~[ i I i I ITI I ~ I "88 SEE SHEET 7 'It, ;"4 1 PROPOSED TREE WELL 230.00' / , J \ I : \ / i :19~ \ ( \ .-.J ;;J, <{ O~ ~ Z ~~~: o ~~::J' - ~- I ~ a:: U ~ , - ~ : o "I (f) , - " 0:: '~ :J J <{ W 0:: <( ON-SITE WETLAND #1 (0.07 AC.) PROPOSED FILL H AREA 0.07 AC, DJ C8 MITIGA nON AREA 1.1-1 t, (0.41 AC.) 'liolj ~...~;, !!' '~ OJ C to :l~ ~ ... (\l ~ <ti ~ Qi (OJ c:i> ~ "0 0.: (IJ LL ~ i z ~ u; ~ w a: (5 ~ o ~ ex; '!l ~ en >- &l i3 !t :i , ",00 , ~ --- -t'9 " ]1 i ~r"' II . 'J , )l~.~" c 18 SO Br' lt~j,;-,," '64,)i' R4,J 5): 0 "~1M.~~F:! ! -5 ", >:. :8421\ 'w l V '><><<<:> " I "1 '::::::::,:>":&;91", tl"1' 7 1:>:;::>:::' ,:' .;....,:, j 'r;->/::<~:,t\J~~:~a> 'o\RI 'n v;>''::: ,.i ',' ',: 1" 71 f~~l~~t ~k,\,e631 66 , ,,'> ' . ' 83 4(L" ~1, ~, V ' : ::>/:::, . I '1ljj1$5H~ 71 '/:';<-:'6~ji+ 'p~j 1\J,~ 9J 1 ,,~i.2~:f'" ~ > > . " ' . ..~....' . 1 I ',';<).. 112Tt ,. b I . 2V: B~I~::~~1g t BO 'lot ]j)3 li ~: o -,.~ m-b--,.J I _ OJ ZO l ~_~ OJ _lL~ ([) .q- ur lO _.J <( ,')., 1L.. I 1_ __ , ,0 - 1'-- ~'~ L0 '1~- OJ 1"-,,- ---U 110 _ J o 0-'11- <( , 'Q.. L_ ,- I , ' I .L 71,\0 'r/,' 9 17 :, ,)100110 II Jl III I -t J I ~ L ' LD ' ... N~" ----ll/)) t/)'O'J <J f- I"- . --~ 2+1".' -~ foI) -~ I LD 0::)'0 _.J " <( ,1" , -ft.- -8: 9J · k)17'k :'~ '0 J) 'ij,16 7 6~ I b Jhlr5 I I I PAD ~ 80,001 , I ) ~I i I r f/ ,-' 1 I ~~(1 I ~ '~l" ,1" I ; 1'0 ", ,', ,',', .~<~,'..:.r'/:i/'. . r I ,-0 I ~lJI- I"-.'L. (1_ " , II :':J -z.'1- 'Ie .::.:\:' -l .~ 0,'1'1' 1-1<( n.. I I _I .II! '(, ~ J [ 17+..:: " ',,^31.9.J-+:, ~\ql 'lfL.?S, 83 G _ ---.lo 0 , ,l.O ~ ,d 1"-\ J.-I II [J J o 0~1 (1<( CL I r- 0..=- , L0 ---- _bo. J-' .. If) ~ \J f- (j) . _ I"- ' Z 0 ", , ~ NlT,~ foI) J " LD o::S 0 ~. , ____ - .$( ,I CL -\ _ J , , . ;1 ,', , . i 1,'1 1;' > '-1 I :," <: f>O~: 119 G , 80~1~~1' tll:31~~k', ~, ok I~ k;' J \q' ),1" ',' ~, < I , 1 J;.I.. (XI ~ ~ 7"~4 Rlf oof~.'lO ':"I'-;:!~hlk'2 '. ;.. - ~ 04 il:Ov " 'kl:9fR~ " ;~' , -j" 1R , ~ 80 J t G to! . . .' t,' f.! +".. ... ,,<~,,;?,,~'~,~'.~,:,.A, 81'9 ""'3~' Fl ~... 81 Ie) 8:' 1~ , , ' ; ~ . ~ , , ' " , " > , > , '. , I I a " ....:. . , ,,:>' lL;;; .'... ',..., )' ~J'9 llJ} \'4 ' tillJit ~' ,WI' 'S\,3 B~1 ,+ :~ :802> k' " .~. ,. .,t BO.:\\ Ai f:i % BO",:Ilj 1u\, \t 1 g" , ',":lI1>lF ,~,eo , 'OO.48'~J,,-O- , ~o.41(47 ~:)" 2 " ,J5Qb9 N" -.(1[," ''i,6 '80 "4, F-llut ' , 9 :s ~,:,-::,:_, ~.~I'~,lS ~i(,l~ii 1'35 li9 B'90..;10'1<>: " " t"'78'~~4"'I""8(o\l') "1\"1 ~'f~'" r'l!J 81ft 17~:-''''' 1,.;"'li~l( ".797~' l109~ + + . .. j795 ,.>::~;9u9 \j' 'V. I :: ,lie: '."'2' 1',>:'0," \j " ," I " ,:,' V6,s ~J., 'I '..' :i .:C: I . '...: . ~'"i., , 80 ;'0..., -I ,~ 81 69 8: 1 4: 1 ") , , , , , I I P,l 9.'1 I , "{ ":- ;. 8" ~ i -I ' .. 8170 ';:, .'. ,;-. 76 :'4 76 :'2, 12" 1 ;0-7927 ,~& ~o 96- Ill: . " (. \, : ~ >I . ,4 " , .' ') -+-8097 50 '9 + 7529+ 76:'6+ \": ( " f ~ . :' '.: ~ \ i\ "\ 79 )~ '897 l8 ?3 WETLAND JURISDICTIONAL LINE 76 S3' I 76 36,. 762St7 3~. 7,,7,38 :":,, ( )81 ";nBS~, ,7 4TJT,)7' " . 1/7067 r J3.>?,7 ++ 78,", 141.9,..-_)4 7,.-, ....______' 7448744 77 I.. " ~7'J2' ...' "; '\ \~ 17~. 4 ~ ,'~' -I"6j n S6 -<,0" . " '.' \, ~ " 7610 I I 76 30'; 76 " 7622 /6 46 ~ k- -----------76 25) 40 ~6 32 1607 , .- 7S 92 76 :1 ~::' .. 7698 16,89: ',~t ..,~ 80~7 '1 "76,M' 76 b ,76 91 7689 ~ --- 7:',69... ,-," ";' : '. '*, ~\./6 It) 1. ' ' 7567 '7) 83 7:' 6) 7:' 66 ~ 7S 08 t 7012 , '''I ~.'7) 14 "1o~ij, ' ,/'1:'01 7:':'2 ... 704)' 75,08.. '-., 71~~a'J 31 t 7S 00 7493 /S 01 7634 _ ~ --- .. ... "":,O}479 7466 --- , ,,,,00 , ",00 , "" , , ~ , 7479-1 ,. ',: I, \ \74 '09 ;,' ':';""'8 \47~4S27447 , \ "t74 7:" /4:'6 7431 7424 1433 ~ ~ --- - 748:,~ "02 X96 ~ , , , --- t\O~O ~o\,,1 ~ a.l.st.1 S\)" --- ~ --- ~ --- -------------- '.\ , 'l' ',1 ... "~' GRADING LEGEND EL TYP co IE HC X49S8 ~ Em ~ ~ ~~ ~ ...... SO RCP FFE S/W ",,' ;\1" ~;L' ' "~'l:\l\NQf>:': ,...l\N!:!\...,;l.l ""q'" ... D D ~ ~ I I I J II ----- ELEVATION TYPICAL CLEAN OUT INVERT ELEVATION HANDICAP EXISTING ELEVATION PROPOSED SPOT ELEVATION DRAINAGE INLET MITERED END SECTION FLARED END SECTION PROPOSED SWALE STORMWATER FLOW EXISTING SWALE STORMWATER FLOW SURFACE STORMWATER FLOW DIRECTION OF STORM WATER FLOW STORM DRAIN REINFORCED CONCRETE PIPE FINISH FLOOR ELEVATION SIDEWALK PROPOSED STORM PIPE PROPOSED SANITARY SEWER PIPE EXISTING WATER MAIN PROPOSED WETLAND ENROACHMENT (0.41 AC.) PROPOSED WETLAND MITIGATION AREA (0.41 AC.) PROPOSED UPLAND BUFFER ENHANCEMENT AREA (SEE SHEET M 1 FOR PLANTING PLAN) PROPOSED LITTORAL ZONE (SEE SHEET M 1 FOR SOUTH POND PLANTING PLAN) PROPOSED PAVEMENT PROPOSED MILLING & RESURFACING PROPOSED OVER LAY STORM PIPE CHART ~ TO e 40 LF 24" RCP @ 0,25% Cf:V TO <f~3> 28 LF 36" RCP @ 1.79% 8 TO 8 58 LF 36" RCP @ 0.43% 8 TO 8 74 LF 30" RCP @ 0.47% 9 TO 8 70 LF 30" RCP @ 0.43% <e.::~]) TO 9 43 LF 18" RCP @ 0.47% <[- 2]) TO <[~]) 115 LF 18" RCP @ 0.43% <[~]) TO <[~]) 25 LF 18" RCP @ 0.40% ~~2]) TO <e.::~2]) 46 LF 18" RCP @ 0,43% ~ TO ~ 211 LF 30" RCP @ 0.43% <[-~2}) TO ~ 44 LF 24" RCP @ 0.45% ~-=2}> TO (['-=23> 120 LF 18" RCP @ 0.42% <e.::~2j) TO <[~2}) 40 LF 18" RCP @ 0,50% ',l: STORM STRUCTURE CHART D-1 FLARED END SECTION (24") PER FOOT INDEX 270 INV, 70,25 D-2 CONTROL STRUCTURE MODIFIED TYPE 'c' INLET (SEE DETAIL SHEET 14) 0-3 MODIFIED TYPE 'H' INLET (SEE DETAIL SHEET 14) D-3A FLARED END SECTION (36") PER FOOT INDEX 270 INV. 70.00 D-4 FLARED END SECTION (36") PER FOOT INDEX 270 INV. 68.00 0-5 FOOT TYPE "V" INLET PER FOOT INDEX 221 GRA TE EL. 76,50 INV. (N) 69.25 INV. (S) 68.25 0-6 FOOT TYPE "V" INLET PER FDOT INDEX 221 GRA TE EL, 76,80 INV. (N) 71.10 INV. (S) 69,60 D-7 FDOT TYPE "V" INLET PER FOOT INDEX 221 GRATE EL. 77.10 INV. (N & W) 72,90 INV. (S) 71.40 D-8 FOOT lYPE "V" INLET PER FDOT INDEX 221 GRA 1E EL, 78.25 INV, (S, W & N) 73,80 0-22 FOOT TYPE "V" INLET PER FOOT INDEX 221 GRA TE EL. 78,25 INV. 74,00 D.=:n FDOT TYPE "V" INLET PER 'DOT INDEX 221 GRATE f:L, 78.25 INV. 74.50 D-24 FOOT TYPE "V" INLET PER FOOT INDEX 221 GRA TE EL. 78.25 INV. :~j., 70 D-25 FOOT TYPE "V" INLET PER FOOT INDEX 221 GRATE EL, 77.20 INV. 73,10 0-26 FOOT TYPE "V" INLET PER FDOT INDEX 221 GRA TE EL. 77,20 INV, 73.60 0-27 FOOT TYPE "V" INLET PER FDOT INDEX 221 GRATE EL, 77,20 INV. 73.80 D-28 FDOT TYPE "V" INLET PER FOOT INDEX 221 GRA TE EL. 77.20 INV, 73.70 0-100 FOOT TYPE '5' INLET PER FOOT INDEX 211 CURB EL. 77,25 INV. 0-101 GRADE ADJUSTMENT RING & COVER RIM EL, = 78,00 0-102 MITERED END SECTION (18") PER FOOT INDEX 272 INV, 78.00 0-103 FOOT TYPE '0' INLET PER FOOT INDEX 232 GRA TE ELEV = 80.00 INV. 76.00 DATUM NOTE. ELEVATIONS SHOWN HEREON ARE BASED ON THE DEPARTMENT OF TRANSPORTATION BENCHMARKS 15-95-A-109A AND 15-88-A-11 0 HAVING AN ELEVATION OF 87.08 AND 88.20 RESPECTIVELY NORTH AMERICAN VERTICAL DATUM OF 1988. TO CONVERT ELEVATIONS TO NGVD 1929 DATUM, A CORRECTION FACTOR (NA VD 1988 + 0,86 FEET) CAN BE APPLIED, o' 40' ~ I SCALE: 1" 40' U. l '- j '_ ..... U) U) a: UJ .... . Z G) 'PI >- C . :z: CJ - :z: . UJ . ::) MAR 1 () 2005 80' I >- CD <-=> ~ o o er: o u w er: D z o F CL er: u (f) w o Z o F u :::J er: f- (f) Z o U o ..J <( Z LL W f- <( o D ()) 0Cl I'- W Lf) '<t r<) N ~ 0 Z crW>-lf)-OZlf) <-=> Z LO --t F o 0 f- o I ~ I L{) eJ C)2~~.- ~ CL ,co', 0 -, -'coWN ~ ~ ~o Q.. Q.. 0 ill o::~ O~I"') ........lL.g ~ZN ~Q.... U'lJ: OU'lO ~~,~ ~15Q. , Ujl.O U ~;3Q ....' ........ ' o-u Z~~ ~.... . ~=>o ~o~ U'l~W ~~~ ([00 wZ WG:W U'l-o w85 ~::E~ U ....J ....J .... <C ~ :E <C ~ UJ :E o ~ m ~ w c - (J) >- a: I- :z ::) o <...) LL o (J) a: o :z e( :E w :E o ::z:: :z 3= o I- S H E E T N o I III III .... .... Q) Q) Q) Q) .~ ,~ g> ~lJ..i ~ ~ .~ ~ :::: Q) III t: ~ t:: <::l .~ III :.: a;~ t:: c:: III ~.... Q,: t.l Q) .... .... lIl-t: .... t.l Q) .... Q.)ooq: .~ ~Q) ~ ~ t.l :;::: III .~ 'ti (.) t:: III ...., e( C - a: o ...J LL ... a: w l- e( 3= a: e( w ...J <...) LL o >- I- - <...) o Ol >- W I"') er: ~ 10 <( go:: 0 Z ~w Z ~ ... W~ Z ::J 'a'd-OO W Ozl= ,Q.o;3~~ er: o W ~~ CL i'-J ~~~~ 0 U'l....z=> U'l!!lW~ ,~SOlL. ~ z0::50 er: => ~ 0 o ~ I=! LL 0:: Q~ ~ ~:;im U 0 0> G: W cr .... I=:::J o 0:: (j) z t! (j) N W cD W I Or<)'<t SOCl~ W Q) '<t ~ -+.J r-r") r-...... .:J N E: If)Ol'-O D '--/ U -O\-XO' o .<2 0 C Ol.LLLQ) cr '0 ,>-A 0 '> !< 000 _Q)-2~!< L 0 :;: l3T~~ 0E:~ o- n 0,-, NQ..r-- N r~ Q) f-- ~ c::: (IJ ~ o (.) .. ::, C z <( ....I a.. W CJ <( Z - <( cr: c olS CJ Z - C <( cr: CJ -. CJ z :> <( a.. 6 MA TCHLINE B-B SEE SHEET 8 ~ 230.00' t l!! '5' <a c ~, ~ a. ~ ~ '" ~ ~ '" 'f u 0.: en LL oJ, 8 i z. Cl u; w o w a: (5 ;;: o ~ ~ ~ <i5 >- &l a ~ i<' , ' ",,' MATCHLINE A-A , I _,,' ,l, .:,,- I SEE SHEET 6 irr : 1 I: " ! 1 84 I : Ir I ~6- s5j5 5", 3 , 5) 2:L. ' ~) 2 ", 4"~ ~4 9 "",' ~17 ' " t<8ol fir' - 16~ 1 4 : I ~~ A -p L'I u" .1 ',,~: ~-f t<l ~ 'k 41 p) 3 Rc4 K:' ~ ~49 .1 (IJ : u c (IJ 1 ... f : I ! I .~ : f 1 I ., . . ~ - - . , 1 : ' [,"" :@ i I . r ~ ;~- i~,1 ~ L \ o o ~ : fl" '<t i fu., 84 ~) u o o ~ 1,41) E40 i ~ i ~ :x i I ! 1- P3C m "BJb6 . L 17"~ r- ,. 17'1 : ~ rr . : l_ 1 : I J ( oX : i-, 1.10" i ~n ~I II 78,111 II . ~ f- x I '1 1 rl;'- I I .~ 6 UNITS ,1 IpAD J 88,501 BfL O]f1~ -.T, I ;--- '12 , " J f.. . r--. .n~ OJ .~) I I ..J ' o 1'1,-- <( --', 6.: 1__ 1- ~~ I C b,OI + I 6 74 I 56, 8 + :~ A -1 r I. Q L[), r--. d~' OJ . '-t.) II [ ] ] OWl - I~ In __ . I ~"C, 5) ): 0',40 l' . bbll 1>644 C) :~ 6 UN I TS+51i$4 IpAD J 87,501 ~[lJl]f:: -:1'=, III E6791 -r -, I~ ~I ~_) r- -- ,<;:) L1) w ~f-- OJ II '; , 1 ' O. q- )~ ' I, I - 1_ '1 r I ,0 1- o I ill .;\ r OJ II :"J J o 'I ,'I't 6.. III il~ti IPAD J 87501 ~. __;lll(_~ . f )1 I III 1- -t I ~4 90+ 4~7 1\.l54 5481 460 1>.40 + ~x X X , , Y,', 1tI, /,.> > , :'>J ' ,.-1' r-POOL AREA I t 1.220 8.F.j . -. (~~_u~ , ~=---~~ X~ I I o [' 'in ui A-. OJ-"'. II 1"1+ ..J 0'., <( ., 'f1L 1 I I 32" ~I 64 .~ -) I ' '?C n i3to OJ 1,9 /8 r 8342 3 38 83.09 + - ~I II '] ..J o '1-- ~ I, I - I I . 8 5 NITS ;j I PAD 83,751 l:fL - .-lsl. I 'Ill ~I I I. III I 1_ .JL J I ; . _ ~1~,_ >Q I .-- ~ ,~II OJ 43 ~_' II I I o .......jl .. I~ g"~ I" -r i 6"1-dl~_ ,t{)'~\ 1- r: J-'~- o . OJ 1 II +8p 77 + 8114 III 6- BNI ~ I PAD J 83,001 L. ~fL=C- 19;j '5 .- . I II -=-1 ..J o u~11 'if. l__ -,- I '~~ 1__ 5 0 797 I Iii -1 I~ I 'I I' --- I.~,. 1- - - .Q 8: 87 +85,07 .rvvv- rJ f ~ ~,~ "'. I ^ I L v ) 4~" 7' , ,c :.- W5: . 888 '.1 . I ' < , I ~ t ~ j! ' i 9. ~ :.. , I 88S ' . I ' I .. 886' ,,~'I tB9 G7 g9i51~; R n + .f- ... -t I 4J-' 9 --89,05 Jl9 4~' 89 1 ; ~ , , ) : " 0-40 / ' 1 . :- . , ,[) , ' ( ) ~ , , , ,) !: '1t II: o -\f) ~\ I f- OJ ' Z 0 \' , .~ 0J -+1 n-C 1 ~ r-r) 1 1 LO ~ .:i -ft:- (\J , j , , , ' ~). , , " ' ~ ~ , ~78 : +03 RE J$ j' B, "I (, ',~51):" ,~' <~ ,- '..: B . j , . " ' . . ,( , I , ' , $8 , 5)_~~'?,7 ~9,10: ~' ~' < 87, 9 8' , , J ,8873 --~7 2 , -1 e826 J 886 ? 8877 0' I . J / ;- I f '4 c ;> ~; i. ...~87~t ~8 68 "" 95 :. 88 / Iv'^' ';J o _n to If) Ww -;: I f- OJ - \ -Z 0- -, :=> (J) II LO "It Upc::J -i ,.., <( 0.. ! . , , (' 'Jj<tJ 'iL[) ---. ~.. If) tI0t :c;; I 1:= OJ .--Z 0 " :=> (J) II ;.; LO -- . ,__1, 0~[.l; 0.. ',() IJUJ _0.. 0']'1 ~~l']: _ OJ ----:z 0 - ,~ :=> 0J II 1,,1 r-r) 0 __tv 8cx:f:i.O-D~ <( 0.. (11 v I. ".' ,', "/'1 (::>'::::::~; I J STORM PIPE CHART 8 TO ~ 206 LF 30" RCP @ 0.49% 8 TO 8 43 LF 18" RCP @ 0.47% <[~]> TO C[~ 121 LF 18" RCP @ 0.41 % cQ~2j) TO <[-='2]> 41 LF 18" RCP @ 0.49% c[0:9:> TO 8 173 LF 24" RCP @ 0.40% C2.~1]) TO C2.~.9> 66 LF 18" RCP @ 0.45% ~~V TO cf~~ 118 LF 18" RCP @ 0.42% cf~~ TO C[0:V 41 LF 18" RCP @ 0.49% 8 TO cf0.9> 80 LF 24" RCP @ 0,38% <[~3V TO ce:~3]) 93 LF 18" RCP @ 0.27% 8 TO ce-03) 180 LF 18" RCP @ 0.39% C[~:v TO C[~}) 43 LF 18" RCP @ 0,47% COO ,) (IJ U c ..u' , , , u o ~: 0 ~ I 1 lD : 1 6" i i 'Rol. k',' 39f7 89,708975' . gg,j 3852 83 :'4 8 '3 :[ . I "'\' l'~ 88" vl16Jb ~Jl1 . : 1:= (J) :! ZO . :=5"""'C'T II 'In; - , n J to OJ""D '11 <( 0.. .. . . :;;~,. l...ll ::\' t" ' ".'/ ~~ S i (," ,~ ~.S', CC1J FOOT TYPE "y" INLET PER FOOT INDEX 221 GRA TE EL. 84.30 INY. (N) 80.80 INY. (S) 79.80 bH 2 B" ~ l' " 'i' . ,,-:itL 8:,4 , . 0-10 FDOT TYPE "y" INLET rt "PER FOOT INDEX 221 GRA TE EL. 83,50 INY. (S) 77.50 INY. (NW & N) 79.50 D-16 FDOT TYPE "y" INLET PER FOOT INDEX 221 GRA TE EL. 83,75 INY, 79,80 D-17 FDOT TYPE "y" INLET PER FDOT INDEX 221 GRA TE EL. 83.80 INY, 80.30 D-18 FOOT TYPE "y" INLET PER FDOT INDEX 221 GRA TE EL, 83,80 INY. 80.50 D-36 FDOT TYPE "F" INLET PER FOOT INDEX 201 wi TRAFFIC BEARING GRATE GRA TE EL. 88.25 INY. 81.00 (W & E) INY. 82.00 (S) Cbll FOOT TYPE "F" INLET PER FOOT INDEX 201 wi TRAFFIC BEARING GRATE GRA TE EL. 88,25 INY, 81,30 (W) INY, 82.00 (S) 0-38 FDOT TYPE "F" INLET PER FDOT INDEX 201 wi TRAFFIC BEARING GRATE GRA TE EL, 88.25 INY. 82.50 ',.h,..'....''-' 0-12 FOOT TYPE "y" INLET PER FOOT INDEX 221 GRATE EL. 86.10 INY. (S & E) 81.50 D-35 STORM MANHOLE RIM EL. 88,70 INY. 80.70 13" k(. .sf,8, 56 b t-W.i 8f 6 +560 + ~) I~" 86, ;' Bf b ~6 S ;'::.: :::~)~~>, , " ~t'rll 35 86,0 , ,'.':<>:''; ,~", ". 'lot'" '" , v ~ ',"4" (' I " ~ FOOT TWE "y" INLET PER FOOT INDEX 221 GRA TE EL. 82.00 INY. 77.00 Q) U c ..u' D-20 FDOT TYPE "y" INLET PER FOOT INDEX 221 GRA TE EL. 81.25 INY. 77.50 0-39 FDOT TYPE "F" INLET PER FOOT INDEX 201 wi TRAFFIC BEARING GRATE GRA TE EL. 88.25 INV.a:S: 50'" .0<- C 0-21 FOOT TYPE "y" INLET PER fOOT lNOEX 221 GRAtE EL. 81.2'5 Y. 77.70 c 80," 0 , ..c: o 'lD . C[~]) TO 8 116 LF 24" RCP @ 0.26% <[~}) TO E'~3> 230 LF 24" RCP @ 0.30% C[~]> TO <[~3]) 93 LF 18" RCP @ 0.27% <[-='3]) TO <[~V 111 LF 18" RCP @ 0.27% <[-=3]) TO ce:..-=33) 98 LF 24" RCP @ 0.40% <[~4]) TO C[-~3]) 26 LF 18" RCP @ 0.38% <[-=}}) TO <[-=}}) 203 LF 24" RCP @ 0.49% <e:~~ TO <[~}) 26 LF 18" RCP @ 0,38% ~~-B> TO C[~~ 41 LF 24" RCP @ 0.24% C[~}) TO C[~3) 120 LF 18" RCP @ 0.42% C[~3) TO C[~]) 42 LF 18" RCP @ 0.48% ce.~9> TO c:e.~3}) 141 LF 30" RCP @ 0.71 % 0' 40' ~ I SCALE: 1" = 40' 80' I i~b 10 89 17" 868"+ ,+ 59.42 '186,J4 ~ ' : 8907 : 8681: 89,43 (;" . .' '-1 ,;./ ,,:; DA TUM NOTE. o --~ ~/I. _ m zo ~ -:=> N-~.' n - to -.J'D I _ u.u..5f.....~ 0.. __ +e~- ELEYA~ONS SHOWN HEREON ARE BASED ON THE DEPARTMENT OF TRANSPORTATION BENCHMARKS 15-95-A-109A AND 15-88-A-110 HAYING AN ELEYATION OF 87.08 AND 88,20 RESPECTIYEL Y NORTH AMERICAN YERTICAL DATUM OF J988. TO CONYERT ELEYA TIONS TO NGYO 1929 DATUM, A CORRECTION FACTOR (NAYO 1988 + 0,86 FEET) CAN BE i.?PLlED, '. .+ R'_l'1 " ;II' b,',' ~ 8, ,)3 8862, 88 ,} " 58 59 86,S3, 88,55 88 ,,98B '8' ,"' 8861 "'fiLf.l.ll.LY",~alJ. Q. 88S1 85,43 88 47 88 39 58 S6 . 8844.- +6843 -+;.88 S7 'I 8847" + 88.70 88 \88" 88,87 9" ~g" 838 8865' ~ ~1(j" FtJ +588 It ,'~ .". : :;J,:":'-.'~~69 , :":;;~X>,' '/< 8864 ~'\,'" ,\.,:;X~",..... 88,57 , :<4S. \..::, " .< X J04+ ~X~~:tl...>~).~,x ~'::'88 67 .r,,' '<':. >>~/""" ,<~:,8B 64 +' ",', /,x" .'.>' "8B 61 ".- '-"''"'t 581 , :: ~ 885 ~ FOOT TYPE "y" INLET PER FOOT INDEX 221 GRATE EL. 86.10 INY. 81,70 0-104 FOOT TYPE "0' INLET PER FOOT INDEX 232 GRA TE EL = 86,50 INY. 84.0 GRADING LEGEND EL TYP ELEVATION TYPICAL 0-14 FOOT TYPE "y" INLET PER FOOT INDEX 221 GRA TE EL. 85.40 INY. 82.20 0-105 STORM MANHOLE FOOT INDEX 201 GRA TE EL. 88.60 INY, 84,25 CO CLEANOUT IE HC INYERT ELEYATION HANDICAP 0-15 FOOT TYPE "y" INLET PER FOOT INDEX 221 GRA TE EL. 85.40 INY. 82.40 0-106 FOOT TYPE "0" INLET PER FOOT INDEX 232 GRA TE EL. 87.0 INY. 84.50 X49 58 ~ EXISTING ELEYATION PROPOSED SPOT ELEVATION Em ~ DJ DRAINAGE INLET MITERED END SECTION FLARED END SECTION 0-31 FOOT TYPE "y" INLET PER FOOT INDEX 221 GRA TE EL. 86.00 INY, 78.50 D-107 FOOT TYPE "0" INLET PER FOOT INDEX 232 GRA TE EL. 88,75 INY, 86.25 ---" ~ EXISTING SWALE STORMWATER FLOW SURFACE STORMWATER FLOW Q.::.J2 FDOT TYPE "y" INLET PER FDOT INDEX 221 GRA TE EL, 86.00 INY. 78.60 --'\f'VV- ...... DIRECTION OF STORM WATER FLOW SD RCP STORM DRAIN REINFORCED CONCRETE PIPE FINISH FLOOR ELEVATION D-33 FOOT TYPE "y" INLET PER FDOT INDEX 221 GRATE EL. 87.20 INY, 79.60 MAR 1 0 2005 FFE Slw SIDEWALK 0-34 STORM MANHOLE RIM EL. 89.00 INY. 80.00 0-40 FOOT TYPE "y" INLET PER FDOT INDEX 221 GRA TE EL, 87.20 INY. 79.70 --c PROPOSED SWALE t----c-c-- , '.Hh"U.v..! lI'<:tl.'\~1f.{I: ~~i PROPOSED STORM PIPE PROPOSED SANITARY SEWER PIPE EXISTING FLORIDA POWER EASEMENT 'il/;lI/'/lJ:.'\'i'rm ~",\,. ... '."" EXISTING WATER MAIN O'"i"it~ .'..\"., FOOT TYPE "y" INLET PER FDOT INDEX 221 GRATE EL. 86.00 INY, 78.70 -'.:'1 :", "<'1 1"1 ' f/O .-_.. ~--- ,: I I " !: I I ,I I :1 :1 ~II lO'i. .. 'I IOI! :/ , ' 1,1 II I ~ a:il I( 0!! .....' I :1 .,! z:: '? 0)1; pir. ,I I' , , -......; ; C~!' ;c ~:~ ~:~ ...'G ...:~ CJ" " , ~ -:~ -l "':1 I .11 ~A', V#" .,1 ~'I ~'I "I !' i', [ 1 ,I tlil ,i IH: I ~ I I I 'I ,I I ,I 'I ,; l ! \ " " :1 !I il II il II 'I i ~ I ~ d ~ r I ~ ~ ~ i'l ',I , ~ " " ,/ 'I ,I I '! I I ,I 'I il il :I . I ! !I :1 I I I I r I i r I I I 'I I 'I 'I 'I . " ,t .. " i ~ : ~ ," . , " lil : ~ ) ~ , ' " i ~ 'l :i , ~ II II I I I I 'I ,I ': , " '/ 1 I it I :1 ,I 'I I , ~ ! ~ :1 . ~ : ~ ! ~ " " ~ ': ,', ,;'. i ~ :1 ii 11 :1 :1 I II 'I >- CD <..? 3: o o a::: o u w a::: D z o F= 0.. a::: U (f) w o z o F= U :J a::: f- (f) Z o U D ..J <{ Z LL W f- <( o 0 ())COr---lDl1l<:l'I""')(';J- 0 Z (() W"- " cr~ O~I') ........LL.g ~ZN <(Qt- UlI OUlO W--' -~~ ~ffiCl.. (.)0..0 '(.) W-Z"" -' lXl~"" 1-1- . 0-(.) Z~~ >-1- . <(~O ~O~ UlIf5 Zl-w <(~Z ~OO wZ Wi:i:W Ul-o W85 i!:~<( 87,5e . :. 58 02 . 0 ~~+l" , , . " .' " \. oR '. ; 587,88! B ~8 08+ , ':-ell,?! +t "6 ,.1M'" ..' ., + , ,I':'.'f,,>; ,~1''';''{19 ,:....8(~8 879 E7 95 8807 8"" ,,"'" ......." 'It ' ,-, / 0 G<,'}. ,', , . )"". . .,,:(>It, ., 0(.8, .?<>' '" "'Yo /x,x/ . y.... "~'\ ~~\14 ~.~.;.t,.. ]81 '/ ~" '''~ .'.V~It:~..',;'c, ".~../V-, ,'" / ..~.. ~,j)...)..:i.. g~' :, .....: (,,:<.,:,,' ~. ...",~ ;<'>:~'::;, :,,'~~:<::.:~:?~~~~(~~~~dK:'~^' ,q,., x~' ,': ,,:. / , 'n4~37" ,ia~, ','" ,,' '," .', '..,',',.,..',',..',', "~,, . " ~-1,';,,',~.,.,' ", ~'iil>,'..:.:.:',. ' ~J1 ~ >, >': . ~ ' .. >~..',' ," > '-::',. ~ > ,~&e>~...'.. ~ .:-'" ':_~';"":6~4'" :.-'" /-- ...-' ~. ,."A'+..<:~'f1.x)>:- ',<.:>::" . , ., > . 85,14 " ., 8 ' 1) V' . , '^ ~ jl}~, :;'><~>"7" ..'p 885 8) ~c g" '.><<:::y:::.:;,' 9" (J ,,."" .88,1" 1r" 'lo. .f:. ". 'M3l' /lo. ',"}<'"",, ': .' )~ "lI(f ~841 + "lII(7 :> ;':;> '\3e I 8) 7 ..86.586 6 ~5 3 '88,"6 ~ g' STORM STRUCTURE CHART ~ FOOT TYPE "y" INLET PER FOOT INDEX 221 GRA TE EL. 82.00 INY. (S) 74.80 INY. (N & W) 76.80 .. '" >', 10....,' .':' .", '.. ," ~>>'~'..'.', ,'> '>"'>>-':', ~\J ~\lt$*.~",' - ,D - J 8 : ~84 J ~~:~~;f5t iJ5,~ 1>) 8 LL uo 'XII 83 '~'2P'!"!'"O, --(J)9(/)..cL~IJ ' +'> ,;. '. .! ~ "fJ 36 ~~.JZ',' ,', Z 0 -L eO 'to -:' ,: -,j :=> 0J II ,_, :.' ': '" ' _ n-_U j v,.,.,j LO . 0 ~ l . ',' ':, 00<;("1 '0.. 1 . v J 912 " ",90789085...91.09 90J891,14 6"9"01 9293 9 7 " ~~.82+ ' ~.." . 908~1.~~. 9195 93.31).. " : 31 6'~S ~1..0" :,~490" maW "09212 .. g" gn3 1;.~ 88 6" ~ .6~ 8. "';.- ,,'lj 80 1fl ~ago 77 ... , 2" g" 913 i02 90 t + i"91 6; !JO,085}Fo5g'. 9093 , \~6~ ~.;i,:~ ~ ,,' ,~ Ic__1 U -I -I .... <( c.. :E <( I- UJ :E o ~ m ~ ~ ]: . lie :L: S H E E T N o w Q - en > 0: I-- Z :::) o (.) LL o en 0: o z <C :E w :E o ::I: Z 3: o I-- Ct"W>-lf)-OZlf) ..., o 0::: 0.. <..? Z L[) '<t F= a a f- a I ~ L[) a::: N ~ co .. I 0 ""COwN &> ~ a 0.. 0 o en r W I') a::: Ol Ul 10 <{ ll)~ Z ~ lXlcr 0 10 ~w Z ~ ...w~ Z ::J w~(3og w ~ 0;3 ~ <( a::: . W ... N 0.. :::lzow1r w QUIz 0 0 ~Ulf5(3~ ~ 1-2 O~!!!W~ I- WOo ~~~5~ a::: ~ <( 0 a <( ~ LL cr Qr <( <( <f.lXl (.) 0 0> i:i: W 1r I- I=:J o cr Z ~ ~ I CI) CI) ... ... Cl> Cl> Cl> Cl> .~ .~ g> g>~ ~~ .~ t:: :::: Cl> ~ ~ ~ t:: c .l::: CI) ::.; ~~ t:: I;;: CI) ~.... ~ t.l Cl> .... ..... ~-I;;: Cl> ~ Cl>~ .~ t))Cl> ~~ t.l :-;::: CI) .~ 1:) {.) ~ : ...; -...I ~ Q; ~ .~ (:J ~'~ ,~ ~ lI) ~ ~ c: N LO lD lD I Ol""')<:l' Sco?: lD ~ <:l'~ ~I""')~E If)or---o u......... l) -o'-X01 o.2oc OLLLLQ) 0::: U ~ 0 0;; ~OO(1 (IJ.Dl1l ' - 'L.- m ~ ~ 0 I ~ uIm~ oE?: 00 ~ 0..;.:::- C'.i ~~ (IJ f- ~ c::: 111 ~ o o .... ::) o <C Q - 0: o ...J LL :z < ....J c.. W C) < :z - < cc:: c olS C) :z - c < cc:: C) ... 0: W I-- <C 3: 0: <C w ...J (.) LL o > I-- - (.) .... C) :z - > < c.. 7 +B4 : 1 I 'Pl, 1"- +8' 0 +:r !) K' ~ ~ .p' ~9 -tg:~ +p.~,~ 8~'; '", (, \ " I"' 823-+ .8:.27 +81 9 81 J 8: .\' + P.l _:' \ 1.R:' 81/ R' :' 87 ~ + 19 . 8,\ 48 ~ :> .. c:' ~, l Ol iIi .r; ~ Qi M rt '0 a.. (/) " ,;, 8 i L. ~ Cii w " w a: ~ " ~ ~ ~ iJj l- t) W a ~ ,.; +~845 H. 9 -to_ + 5." (l \~2 ~, RL', / I [,"~r 01 WAIIP 8" 81 " 230.00' FL) ~>,- 81 4 81 [I B~ got '8' 3 +e: ,~ " 821 "t'826 '849 '8.\ 7 '84,) +84 (I -4- MA TCHLINE B-B SEE SHEET 7 81 = 81.1 ~84[1 +8~ 5 ~54 b 7 :~ . 1174 9 <J 1170 fence +857 )45 5 864 5"5"6" <J -1l73 10'~ ,~ <J . 4 11'- . -:7 - R'[I ~ I . -1lE7 R) , 30:> E 6' wood fence ..._...-.,..-...-..... -"'-""-'8, ._...~..._...-..,,- -l\ ~1,)) rr=="'-"'~'" l\ J86 -l\- l\- );8,03 85 ~8' '1'1< ,1 7"15" ...-... 07 ~.. - ... -. '/...-. ... -... 811 ..._...~... ...~..X: 4 4 ;) o 0-55 FOOT TYPE "F" INLET PER FOOT INDEX 201 wi TRAFFIC BEARING GRATE GRA TE EL, 87,00 INV, 81,90 '1 I U_ - r-' Y,"l~1 [8;5 I 6 U1NITS ~ I --, 8,320 Sf c cEAr:j = 881, 5) I (I.Ljl ~ I 4 U~ITS 5,69p Sf P~[) = 8B: ~5 ~ (LUll' ~\ , 4 U~ ITS l 15,69~ Sf ,1 p~ = 88', 0 I .' LL, I i.1 I I ~ 8 40"'88 ---r---:----- ...------- 855 ,848 ' +855 . 85,6 .87& ...,' '.~, " :.</'.<<'..1.... ,,' ' ','. '." . '" 6~1~1~~ '",,:~Q..-";~ i<3"e~~-~~"'~--- fDU Of W~lIP . 8',1 "'Uf-' 1- ,L :/b L:, _~ _ , ~6~ ~T , ~5 71 ~tl-~7 :=)~, II II B677 ~06 -, ~~I(' g'JW - CL ~~ ~ - . 1f I l ++ 6"~" . ~I~ 11)" ~ 8" ~ 8" ~ 15' SETBACK LINE 85,23 8655 ,. 85 84 8672 +86 75 +86 5 86 7: 86'l35 : 868t ill! o 'I _1'"rv~"\ ~5Y5~ HP :-<,C 1 : ~'lJ b)~, f'{ ," 1\"8" 8" 11" :0-1(.' 85+ 5 (~ q~ 41 ...~ . I ,,'1 859 ~"4" ) b"', :\ ,1" ~ 'j" ~ 5\92 8~ 7~ ~5 7:' 8~, 80+ 8551 85.42 .+ kS 4,1 11," .' ~ . 8:, 5~ .9') f-~+ 10" ~ OUTP ARGEL 8541 68,300 S.F. +8) 44 54 17 (15% <1';" 8JJVfPERV.) {~ 4" "'.':. . . I MTUM NOTE. ELEVLTIONS SHOWN HEREON ARE BASED ON THE DEPARTMENT OF TRANSPORTATION BENCHMARKS 15-95-A-109A AND 15-$-A-110 HAVING AN ELEVATION OF 87.08 AND 88.20 RESFt:CTIVEL Y NORTH AMERICAN VERTICAL DATUM OF 1988, TO CPNVERT ELEVATIONS TO NGVD 1929 DATUM, A COR~ECTION FACTOR (NA VD 1988 + 0,86 FEET) CAN BE APPlJED, 855 5" . 14 U ~ I TS I ~ 'l..-' 5.,690 Sf 1 P J. EJ = I 8 g-~ Iii 0 4 '~Ll.J[j 1 ~1 I , 14 U~ITS I ~ ~ 690 SF ~9 *88 o!i ~51 t) ~i4 i3 ~8q q 4 ~ H5 ++88,~' -i~H 11 u LJII" I' ~ 4" ,) I 8699+ 1l7~9 11784 8705+ 05 . ~ 10" ~ 8706 u_1 8733 87 26 87 1 /'" ~ 87!.l _ E?'.. _ _ _ _ _ _ _ _ _ _ _ 8747! 88 J1 . 81.45+ 87 45t87 62 o o ,.,: CO ~ 8~Q6 ~ ------- 0-------- 82 813 ~ 880 <8,) -------------;..- W I- 1"')Cf) . I Oz zO L Lf) ~~'b ~r- ~ m Z-8- ~--- / 4 . ~5~ " ;=-~ ,811 . -( , 0~ ex) Si? rJ}! +39 .84,50 C 5~ t8 li2 ~ " ~~ 05,'1\5 ,>~2++ 80' ,'8.62 7 8~;" I 8~ 'f.~,.r I. +-'1, j r:1 ; / '1 1', I I' ,\ f'15'\ ~ I' , ,,,\ "',! 1 V 'j I 'I II',' . \ , ;aol 81 4 I. , h, ",> .. +-+ I' Q. .. ~, ~I r, 'I \. ,1 I,:' . t i I' I' I I" . I I;." j) l'f,I I.:, I","', I r:,: " I I"", fT ), ", j .rQ~,1 :'..~ ~;r>> ~D~ , '/ ~ 4 86,33 8550.... I ,/1 I, " I , ' i \' 7, \ \'15' \ r\ OJ U c '2 FLARED END SECTION PROPOSED SWALE STORMWATER FLOW EXISTING SWALE STORMWATER FLOW .oo ' .X 6' wood fence 14 '5' SETBACK LINE chain 88 F 58 80-+ 876 , 81\.5~ 1lMm'1\8 5 118 9989 :" " 85,8'4 .'<,,'1 " ,v. ,'.,.-"., ,hDll . ':""," . 8895 o~ zu ~<{ .-J 1-1"') Wo 3: . I"') "'--/ ""(: , ::~: 4 . ,j" . L l ~ ~ , ' L t 69 :), 8q r"'. +'89 \4 ",' ~. - " ~, 38 98" ~?l2 8917 v ~ I~+' 2, jV1J9 [) p9J~ :,.'~8~' ,:;{..,~,59,'; 1'\8 e4 ' 8" ,+ 92,' : ; ~ 13" C\ V ' 59~' ,.' ~~.. ~p I~ 'BY ill . 0" + ".- > ' D,I , + 858.\ ~5 6' ~ ~ 7" @ R" ~- 1 (j" ,~ ~ 4" + '1(1 @ 11" ~ ~ 10" ~ ~ 0-57 FOOT TYPE "F" INLET PER FOOT INDEX 201 wi TRAFFIC BEARING GRATE GRA TE EL. 87.00 INV. 82,60 0-58 FOOT TYPE "F" INLET PER FOOT INDEX 201 wi TRAFFIC BEARING GRATE GRA TE EL. 87,00 INV. 83.00 i ';~ LEGEND STORM aTRUCTURE CHART GRADING F L TYPICAL 0-50 FLARED END SE.CTION PER FOOT INDEX '270 INV, 77.50 ELEVATION EL (36") , m1' (r~11 f- en Z. 0._ ( ~ _ :=) Nil' r0 0 lD (x)'o ..J ___<( iY~_~ CL , 6' wood fence TYP 89 ii,\~1: ~ ~~ , j wood fence ~ : {J9l' 692 u CO IE HC CLEANOUT 0-51 FOOT TYPE "F" iNLET PER FOOT INDEX 201 WI TRAFFIC BEARING GRATE GRA TE EL, 88,00 INV. 78.00 INVERT ELEVATION .;< ; : #1'./ >89 J+ 89 1 '...{\9~, . 9~\8 9~9,.et:'7~ \-\9 0 890 (0:: V a::: ',. '~ ,. ; 'Z~ '8924+ 9 '.'7 V~: ' 'al ') , 'QO~: ,0' v,..:: ) :c: . t 23 ~9~' .. ~ 'l/) 8e :i~5 ~9 0\9, ,31 89;S~ 991' 19 58 q .' I ' . + +89 Qli S9,38 t . , '/'89 19 ~1~<~94Q ::: B0o\"~95n I +; < : V ' ;! 89 ~9 t 9 5& STORM DRAIN REINFORCED CONCRETE PIPE 1- ~" HANDICAP EXISTING ELEVATION PROPOSED SPOT ELEVATION DRAINAGE INLET MITERED END SECTION (36") $ (@) x-+9 :'JR ~ ,,' 0-52 FLARED END SECTION PER FOOT INDEX 270 INV. 79,23 EEII ~ OJ -n-- I +85 I G ~ I .. 15' SETBACK LINE OUTFALL IS ~_ f slope __ _ ,,.~,/ff- . _____~."..~..__:' '.,,':.' , ;:'1'''' . ,..:, ' ,. ..,....~~,...'-...,---~1--'~". .- 'r" i'lln5 !D,3~" .....". 15, ., ,,' " ,,' . ~;::l>&~ '::'-e;79 -'--_ -"---..:: ~ _ ~ ~c~ :, ~<l-r- -' . , - ~ L..-:. .:... -' - ~ ---- · 85,~7 '8513 ,',I ~3~: /B4~nu _ ~5,59=. ---.'-~-.---,~-----=-~8." 86..--8-1-_-._ =,___', - _n~________~_~~. , . ~A7~~-~_~d_- i?J'10-:' J J - - - -v ~~I10=-=_~-_------ I,. -------------- --- ------- - 8~ ~ ------------------.- ____ .__'__ ---'--'-n~-._8_&_--,-,------ v ____._n ,_______~___ ._.~_. ,~--"---------- ----~ ,----------- ...... DIRECTION OF STORM WATER FLOW 0-54 FOOT TYPE "F" INLET PER FOOT INDEX 201 wi TRAFFIC BEARING GRATE GRA TE EL. 87.50 INV. 81.40 0-53 FOOT TYPE "F" INLET PER FOOT INDEX 201 WI TRAFFIC BEARING GRATE GRA TE EL, 88,00 INV. 80.00 --'" , c i .~ < __'_I 8 I~ , u 1ia35 ~~88~ 89 "[I _~" ~58 88 90 ,',' ~5- o I~I sIuJ (j) L() " -, + ~ CTi " CXl...n- . :=) --- o CJ ~ <( _I \Jc~ --.-- ~ , 891 89,29 -'\fV\.r SURFACE STORMWATER FLOW ~ 'I c: :' . .x 1 +1 u I ~ ---V'-f*--- _ _~L__ u_ ._,_._ :1 ~ <E3> "CONTROL STRUCTURE 119~1~ , , "'~:'J , ....-'------ ,..-. -8t---~ ------------1 ..11 I I SO RCP 854 FFE FINISH FLOOR ELEVATION 847 In 4: 1 V o z<( OW 0...0:::: <( :r: <.n 0 ", I-ZWo~~ 0:::: OO::::~~~ 0-0""0 ZI-<(II .11 Z cr. OW..+.JICD I- 'I' ' WW..-~vq <.n 'ZNI- 0::::..- , o 0:: '8650 0... I- >- 2: 1 o ~ LO ,8615 0::: ::> N 0... LITTORAL ZONE ~ '8[,6 8,500 S.F. ! 4Il. i -:;:: ' ,:',< . 8 7 84 3 +1 Slw SIDEWALK PROPOSED STORM PIPE PROPOSED SANITARY SEWER PIPE 7 5 .. ).:: ~ . /,' V ..,' . LJ, --- ~ I l > .. , e90:,' .yg~q I 8915 h3~ ~ R92' 915 ' .., . 9"\ bsS5 ' 9 ) ~Jp 1JRe~ ' EXISTING WATER MAIN 0-56 FOOT TYPE "F" INLET PER FOOT INDEX 201 WI TRAFFIC BEARING GRATE GRA TE EL, 87,00 INV, 82.30 ,11"'l'~ IU!il'nb~)'lYr Sl~ 11l<niw..i 'tl~1\ 1:- ~O:I,~' r ~~ ., ',Il- L_ ,,Uj I"" ~-"- 'r--... ~'II CJ} ((1 . aJ . ..L il"--r:..-, 87 n o _J 87 ' <( r..w 18785 '\L + L__ _ -- " ~- L . +. .. 81 I 84 I'.' 84 " 55) 114;' t<8~ ~84 '. ~Sl I 894, 1\) S . 44. , -,- --00- -0- no....-/ 78 76 t "" 748535 - ,72 BS 0: < ; 4 9 1- ~ l . 8~4 41 f4\O : 45S 8: 1 4 ~ 4 5! I B 5~! 84 81~ + 85.48 4: 1 + 8787 8807 + ~ L.:-J PROPOSED UPLAND BUFFER ENHANCEMENT AREA (SEE SHEET M 1 FOR WETLAND #3 PLANTING PLAN) I * I I c, -~=--=-~: \'-.... - ----- ---- \ , I ~ii~ i 4" :>< I,~ ) . ~5,4 8~,t: I' 7; 84,84 ~------ ~~,-:..==-~ ./ / //---- ~-- ---~ ~ o PROPOSED L1TIORAL ZONE STORM PIPE CHART (SEE SHEET M 1 FOR NORTH POND PLANTING PLAN) ~ ~ ~ TO ~ 147 LF 30" RCP @ 0,34% <[~}) TO ce:=~ 169 LF 24" RCP @ 0.73% <[~}) TO (~:~53> 104 LF 24" RCP @ 0,74% <[--5}) TO <[-=-5]) 158 LF 24" RCP @ 0.89% <f~}) TO <f~j) 152 LF 24" RCP @ 0,33% <[~5]) TO <[~]> 147 LF 24" RCP @ 0.27% 1 l"" / ' 1<::oX ',..../:,1- I . . . '\, - \'., ~" ",<;: -,' { , ( , , ll9~1' ~s Lll ~g, 68< : f~- -- " 89 L_ "J)-- 1'-' ~- r--... u-'I L_ a (rl en ( --, ,.., II l~ J O _J ' . <( p-~ 1-- '~ L_ r- ~- L _. 8QO;P51 .! I + 879 " r ~':l ~) V J ; I I " ! : I 6" I OJ u c 2 i u 'I 0 , 0 ~ : I to C' I 1- il' '1 I III : 6 UNITS ,~ IpAD J 88,501 3rUJT]~t: III , , I 10 @ 13910 . n '. '9,. : , 888 ' '. { t , , " i . f . ~ i l~_ c , I , I 8809 ~701 , i I i I 6 74' 85, 8 + 0-59 FOOT TYPE "F" INLET PER FOOT INDEX 201 WI TRAFFIC BEARING GRATE GRA TE EL. 87.00 INV, 81,75 0' ~ SCALE: 1" = 40' 40' I 80' I 0-60 FOOT TYPE "F" INLET PER FOOT INDEX 201 WI TRAFFIC BEARING GRATE GRA TE EL. 87.00 INV, 82.25 0-61 FOOT TYPE "F" INLET PER FOOT INDEX 201 WI TRAFFIC BEARING GRATE GRA TE EL. 87,00 INV, 82.75 (- , i \ ",..' , \ I' . \....,. ~ CONTROL STRUCTURE (SEE DETAIL SHEET 14) 0-46 FLARED END SECTION PER FOOT INDEX 270 INV. 81.75 (24") MAR 1 0 2005 <[-=5]) TO <[-=5]) 118 LF 24" RCP @ 0,25% <[~]) TO <[~0 158 LF 18" RCP @ 0,25% <[~]) TO <[~}) 125 LF 24" RCP @ 0.28% <[-=5]) TO C[~~ 152 LF 18" RCP @ 0.33% ce~6]) TO C[~6~ 147 LF 18" RCP @ 0.34% ([-=4]) TO 8 48 LF 24" RCP @ 0,25% I II , ! :' j Ii Ii: !: : III , ' Ii J: + A j >-- m ~ ~ o o 0::: o U w 0::: D Z o f= CL 0::: U (j) w o Z o f= u :=) 0::: f- (j) Z o U D W f- <{ o ...J <{ Z l..L.. ())cor--..tOl/)<j-nN~ 0 Z D crw>-(/)-OZ(/) ~ z ill Cl:: ,,.... -.;j- f= W"- W ....J 0 f- o C) 0 I ~ Cl::(J),m<(~ 0 0::: I >--<(ZI- I Ii) w o..N fit" <( -.. .. N CL ~ ,---/2 -'~..- t-I"'~ ,CX)..I D ~> -") -'CX)wN ~O ~ ~ ~ ~ 0 IJl 0 0.. 0.. 0 I I , o:::~ O~l") .......u.g ~ZN <QI-- UlI OUlO w--' -~~ g;eJ(L U(LO WZU CDwQ I-- b!::<'> Z~~ >-1--0 <~Z ~Oik: UlIW zl--w <~z \ ~oo rio W Z pie W G: W d'e ~ Ci ~ a~1 ~ ~ < i I i ~ ...~..._...I-...~... . 11604 8862 87 8 87 8+ Oi~~, S~(.: ~:,' " I .8" \1 _ _ 00'_ ~ _ - - uoo- _ + _ - uo'- - - t - uo,- - - - ~ uo'- - - - - ~oo- - - - - uo,~ - - - - uo,- ~ - - - uoo- - - - - uo,"': - I I . \ r+ \ U ....J ....J .... <( c.. :E <( ~ L1J :E o ::I: m ~ w c - (f) >- a:: I-- :z => o (.) LL o (f) a:: o :z <C :E w :E o ::E: :z 3: o I-- S H E E T N o lI) lI) ~ ~ Cl> Cl> Cl> \l) .~ .~ g> g>~ ~- ~ .~ t:: :::: \l) Cll E: .::: t:: Cl .~ lI) ::.; ~~ t:: t:: lI) ~.... Cl... (.) Cl> .... ~~ Cl> ~ Cl>oq: .~ ~Cl> ~~ (.) :;::; lI) .~ ~ '.) S : ." ...: ..... SJ Qj ~ .~ MJ - ~ CI) c.:5 Ql , ~ !: l.I.J ~ c:: I <C c - a:: o ....J LL ... a:: w I-- <C 3: a:: <C w ....J (.) LL o >- I-- - (.) o Ol >-- W l") 0::: :R l2 (D <{ ~ go::: 0 Z (D ~W Z ~ ...W~ Z ::i '.Ill-oO w U! OZ~, (Lo~ii'< 0::: '.W wN CL ::::J 50wii' W _~ZO D ~Ulw<3I ~ I--zl-- ol2!QW~ I-- woo ~;i~5~ 0::: ~ < 0 o < ~ l..L.. ~ 3>- G: W ii' I-- ~:=) o 0::: (j) Z tj (j) N to co co I gn~ ~. CD r--.. to OJ o;;j- ...------.. ~n~t= IJl or--.. 0 u~u -0 0 X 0\ 0- 0 c: OLLLL(l) Cl:: "D .O'CC ~ 00 6 ~-e~o: La=> J I 6) 0: oEi'9 0'6 ~Cl.~ N r, OJ t- ~ c:: ~ ~ o u .... ::l o :z <C ...J c.. w <.:J <C z - <C a: c olS <.:J Z - c <C a: <.:J ... <.:J Z - > <C c.. 8 "'""",4 . ,:'-'- \ .-.-.-.-.--.-.-.--.-.-.-..-.-.-..-.-.-..-.-.-...-...-...-.-- I \ \ --r- I \ I + I I 1 I I IN '" o 18. O' ~ SCALE: 7" I I \ \ + I \ ------ ~ , I :: : ~\ t \ SINGLE ROW OF STAKED SILT FENCE SEDIMENT BARRIER .\ .. i .'1' SINGLE ROW OF STAKED SILT FENCE ~ SEDIMENT BARRIER _",. . _. ~ _ _ 5' choin link f....ce ~ ,-~-~"'" -_....~.._- .~,. .~~.-1' I I I " c /:. [1--- SINGLE ROW OF STAKED SILT FENCE SEDIMENT BARRIER , , \ \ I I I I I I I I I I DOUBLE ROW OF STAKED SILT FENCE SEDIMENT BARRIER : ",~' , u. \,' . !? II I \ " I \,~ll \\ \ \ \, \, \\ \ \ \ - - \ :;' /~ ~ ',,~ . (/) /' c: ,,( / 1 i\ I ~ \ I -0 \1 o J ~\ ~ II ,s 1\ ~ 1\ 0\ \ I \ \ \ \ \ I \ \ \ \ \ ~,.~.,-,..-,- toe c>f flop, .,-'(:: ,...- . " \ (,. \ ~' \ I\~:' '6' _ooct fence ;J:i21E0~]]:~lliJ~'/;:;:T<::TCC~[r~~~4:;;~l~7~r~:~;~'-ljil. · l I . ; ~ I I \ I I I, I \ I--~ \ I fI I i-- I I I r- -- I \ I ~ I \ I ~ - \ ~1 PROPOSED DROP IN~ET 1 SEDIMENT BARRIER ~l \ \ \ \ \ \ \ \ \ I \ \ \ \ \ \ \ \ '1" --".. "0' \ ~ PROPOSED DROP INLET SEDIMENT BARRIER SINGLE ROW OF STAKED SILT FENCE SEDIMENT BARRIER I I I I I \ I. I I I 1 I I..' SINGLE ROW OF STAKED SILT FENCE SEDIMENT BARRIER DO. \ I I I \ \ \ \ I I ~" tu: 4'," ~~.;:>':' ~ i. "I'~:'''-: '.', .... >,' '" ". ,-:.,>",.1 1<' ,'):: .;, ,~.~ rn .... ;. J ~ ~ ,/ I. I' , "'1 ~ ~;t " J ",. N \ I I \ \ \ , . , . __ _ J __ ' " __.. ,___, ",_ . SINGLE ROW OF STAKED SILT FENCE SEDIMENT BARRIER Chapter 4 - Best Management Practices for Erosion and Sediment Control SINGLE \ ROW OF STAKED SILT FENCE SEDIMENT ~RRIER Florida Erosion and Sediment Control Inspector's Manual EXTRA STREN6TH f"IL TER FABRIC NEEDED I"\ITHOUT I"\IRE MESH SUPPORT \ \ \ u, :r . J~ ~ ... ' -.~ ulI .D-L - _.._.___.._.___. ._n_~!I!.~_.I] ~~.,I.~.-_--:..'~:lj~..-.n. ~-- _...----..L----- - I, A \:, ' , ' , , I I..} \ \ I , I " " 'L ;! ,____.i__ - STEEl.. OR r;oOD POST I ,I I I k. . _ -. ._-- ... "'T. \ Ft.~ , ., '\~.'" ~ " -,-- :::O-"L,,;: : _'" _ ...J'" - ~-'~1:f.I! -' -~-__. ...tf"'c ~ _ 1. ~ --- -'~~'~'~-'--~'.'-: .- ~~~~~~~~~~ ~~~~~~~~ .. --.. .,-. --'- u.s. HIGHWAY 19 N. ~~~~~-~~~~~~~~~~~~~~~~~~~-~;~~~~~---~-~_._-~..=,~-~-~~-~~-~-~-~~~.~'-~.._~=.~~-~:=~--~.._-~~-;:;-~-~~~=~~~~~~~~~~~~~~~~=;-~=~~;~;~;~~. DI'V-IN 6RAl!! , ~'tt._~, '-:;: ;;:-_-:::::.iii:-=~~- -:-:--::.:: :--:' 10 FT MM P~1lol6 /"lITH ,,"Re ~~ ~ " PT MAX 5l"~INiSo I'nHOVT ,,"Re ~OIU l"SIGe 0", . t ~ :: . ~ I", ; '\ I \ ,~. " ,,\,1 ('\ L ( w ~ ~ . ~.;;- -.~ ;.- ,:::.,::; --..;:..: '0'" :;-'-k =. .-;" ,.- - '- J,___, 'r ' , 'r..-<,. - -;., ~ ..;.,:,,~, " - ~~ ~Ope 5"- --' I . I I I I I - --------------- I ~:I! II! tit I I I I I I \ I \ I I I \ I \ I I \ I \ I \ I " \ -- ~l 80' I 160' I 80' DOUBLE ROW OF -j STAKED SILT FENCE ~ ~ SEDIMENT BARRIER ~ ! :1 \ 1 1 I I \ I I I ~ -'VVV [H i_ r- i I I~ ...-...--.--.--.-...-...-...-...-... . I \ ~ I \ I \ I \ \ \ __.._.._l <"'~ '. '0 ~ ~~ ..~: "'e "'c;, @ "", ~2 ~1I 8 ~ ~', lj\(\ 'm :-J1r (j) .;".... ..,,~. X riI:J ~~ '--" .,~ 0, "'" 0, ~', \ ~i ',,,, ~. ~o. ", .... ~.. " "', @ "'~ ~~ "'<, ':-:-~- ==,~.,~,~,.",-_=~"_,~,,,,-..~_' -,,---,--~..,~~:'~''-' ~ -,-'~'-,- ~',,,-c~,'.;;..,~..:..==,,=~ --:-.-'---:::_-;-.~-.:=:.' ---:'-'-~.'7.~-:~-:M.- ''':'~':::-;4:____'::'' ~~ ~-_. .:'-:;:-' :-~: , , - - - -:--1- - - - - -=- , I A PLAN VIEW .' . / ..~ ., I ~ PONDING- HT. PONDIN6 HT, , '~<~I I( ,_~,", " '. , , STEa. Ol't ~OD POST 36' HIcS-H MA.>c< flL 'reR F~IC< ATTAc:.H sec:.l.JRa '( TO UPS~AM fllDe Of" POST, .. R1JNOI"F _u_~ " , ..., " Q" [J, ..', :,f<"I,'.t\"r.\/".,tt 1:~'1-".1:~'.:~( ""';.~'~~l7J.'\ "',\::,W~~}~\~,} " ATTACH I"IL ~ I""~IG 5eGUR11. '( TO :2)(<4 l'lOOD ~, ~PP1N6 I"ABRIG TO NEXT !TAKE l!' ';; Cij cO ~, ~ a.. ~ ~ <ti ~ ~ C'l rPONDIN6 HT, (~c:.bWNo!:D) flTORA6t! HT. AL TERNA TE DETAIL TRENCH ~TH 6RAVEL ST ANDARD DETAIL iRENC<H II'lITH NATIVE BAGotc:::FILL ',. 'Ui\.1 lliffi~ l@1'J~ ~l~'" "I~ 'I ~.1llW IlUIIil' l\i\1'J~ SECTION A.-A ....... NOT!;, I. IN5Pl:C<T AND REPAIR FeNCE Al"11:R EAC-H STORM everr AND R&IOYE SEDIt-eNT Y'lHEN /EC.eSARY. 2, REMOVED SEDIMENT s.HAll BE DEPOSJiED TO AN AREA THAT l"lILL NOT GONntlBlJ'Tl: SEDIMENT OI"lF-srn: AND C<AN BE PERMANENTI.:r 5TAeILIZS). 3. 511.. T FENCE SHALL BI!: PI..AC.ED ON SI..O!"!:: , C<ONTOURS TO MAXIMIZE PONDIN6 aTlC<II!:NC'T", NO'fE5, I. ~ INLeT 5eI'ltoeNT eA~IER5 A~ TO ee IJ5eO I"0Ili SMALl.., ~A~ Y 1.ev!!L DflU\INA6e! ~. /LE55 'THAN ~) 2. U!!oe :2)(4 l'IOOD 0Ili EGUIVAl.eNT MJ:TAI.. !TA~. ~ I"T. M1N. LeN6TH) :I. INSTALl. :2X4 l"lOOO TOt" ~I'E TO 1N5UIQ: !rlTAelLITT'. 4, TH! TOP 01' THE FAAI'E (PONOINC!> HeiGHT) MJ5T ell! I'eU.. B!!LO/"l TH!! <5~ eU:V)\TION DOI'lN5l..Of"e TO ~ ~ ~ BY'- ~~IN6 THE 1NU:T, A ~~RY DIIQ; MAY ec N!!GE5SARY ON THE DO~I.Of"I: SIDE OF THE S~'TVRe. D ~ "C a: en u. ~ i z. (!) Cii w o w c:: o ~ o ~ i ~ ciJ l- t) W a { >Ii -'VV\.r Plate 4.08dSilt Fence Drop-Inlet-Sediment Barrier . Source: Erosion Draw Plate 4.06e Silt Fence Source: Erosion Draw 4-29 4-38 MAR 1 0 2005 PROPOSED EROSION CONTROL PROPOSED STORM PIPE DIRECTION OF STORM WATER FLOW DRAINAGE INLET SURFACE STORMWATER FLOW PROPOSED INLET SEDIMENT BARRIER I \ Wa:: u...uw Oz- wa:: II~~~ a:::::! Vll- w z ...Jaw \<.:>w~ ~~ ~ l5 Vll-w VlVl " '. <~l ~.1 1 "1 , ". I DO. \ i ~ \ I I I I \ I \ I ~'~ \ I \ ~ c".. w ~ ~ 10 Q)ror--.cDLf)",""'N~ 0 Z ill o::~ O~I') ,LLg ~ZN <QI-- UlJ: OVl~ ' W3Ei5l o:~~' OL.,l'O.. <">0.0 wz<"> CDwIQ I-- 1--1-- ' 0-<"> z~~ ~1--<5' ~~z -0- Ul~ffi ~~~ a:'ol3 wZ WG:W Ul-Q w85 ~~- 0: ~ :z ::) o (.) u. o (J) 0: o :z c( :E w :E o :c: :z 3: o ~ S H E E T N o Cr'W>~(fJ-OZ(fJ 0::' W CJ <l:~ ~f- 2'--:> --, o 0:' Q. I <I) <I) ..... ..... .~ .~ g> g>~ ~..... ~ .~ t::: :::: CIl ~ .:: t::: c .!:: <I) :::.; Q)~ t::: t::: <I) ~.... Cl ~ ~ <l>oq:: .~ tl', ~~ ~ :-;:::; <I) .~ 'ti ~ t::: CIl ...., -------- -~-r==r-=F--F~-I--~----------------~ ~------ 'I ~ I e l!\'IlS I ," ;: I I 'pjJ'~J~; I :~_ 1 ~ : -;1t rJll ~I I ! " LEGEND "------.:;.-,,'---1.'f;,---'.' \ I , "~'" h .. ___._ --- c( C - 0: o ...J U. ... 0: W ~ c( 3: 0: c( W ...J (.) u. o >- ~ - (.) LO o o .. I ""~ ,co 3co 0:' Q. <..') z ..r ~ o l- I ~ LO 0::: N ~ "I D WN ~o o Q 0> W I') 'm ~ ;0 ~ go:: 0 (0 ~w Z 'll:W~ Z W .:g(3~~ a.: o~~< . w ...N :::i ZOwa: w QW Z 0 ~Ulffi(3:I: ~ I--z.1-- -0 Ul Ul W ~ I-- Ul_ < W~O ~~~5::S ~ < o < ~ ~ 3>- < :I: <CD <..> <..> > G: a: I-- i= o 0:: Z ~ ('01 ill co co I 0..,"'" 2rog: co Cl> q- ~ ~..,r--. :) N [ (/)or--.o .-g '------/ U -oLXU\ o.2oc OLLLLCl> 0::' ~. o'~ :;: 000 'lJe~:;: ~ 0 I :;: (JIQ):;: o[g: 0- ..,o~ N 0.. r, N r--- 9 >- m <..') 3: o o 0::: o U w 0::: D z o ~ n... 0::: U (J) w o z o ~ u ::> 0::: I- (J) Z o U D ...J ~ Z u.. D >- 0::: ~ Z ~ :=i w 0::: 0.... D 0::: o u.. o W :J (J) (J) Cl> f-- -...: Q; l/) :~ ... ~ ~ c:: Cll - l/) <ll E Cll c:: :... c:: Cll ~ C (.) ... ;:) o z: c( ...J CL z: o - ~ z: w > W D: CL z: o - ~ :::) ...J ...J o CL D: W ~ c( 3= :IE D: o ~ en TOWNHOME MANORS OF COUNTRYSIDE CONSTRUCTION POLLUTION PREVENTION PLAN SITE DESCRIPTION PROJECT NAME: TOWNHOME MANORS OF COUNTRYSIDE PROJECT ADDRESS: 2520 SUNSET POINT RD, CLEARWA TER, FLORIDA SECTION: 6 , TOWNSHIP: 29 SOUTH, RANGE: 16 EAST, OWNER'S NAME: KB HOMES - TAMPA, LLC OWNER'S ADDRESS: 3450 BUSHWOOD PARK DRIVE TAMPA, FLORIDA 33618 / PHONE: (813) 775-7800 DESCRIPTION OF PURPOSE AND TYPES OF SOIL DISTURBING ACTIVITIES: THIS PROJECT WILL CONSIST OF 281 UNITS, 395,733 S,F, OF TOWNHOMES. SOIL DISTURBING ACTIVITIES WILL INCLUDE: CLEARING AND GRUBBING; INSTALLING A STABILIZED CONSTRUCTION ENTRANCE, PERIMETER AND OTHER EROSION AND SEDIMENT CONTROLS THROUGHOUT THE SITE; GRADING; EXCAVATION FOR THE RETENTION PONDS, STORM SEWER, UTILITIES AND BUILDING FOUNDATIONS; CONSTRUCTION OF CURB AND PARKING LOT; PREPARA TION FOR FINAL PLANTING AND SEEDING, SEQUENCE OF MAJOR EVENTS: 1, INSTALL STAKED SILT FENCE AS INDICA TED ON THE CONSTRUCTION PLANS, 2, CLEAR AND GRUB FOR PONDS TO BE USED AS SEDIMENTATION BASINS, 3, EXCAVATE PONDS FOR SEDIMENT TRAPS FOR SITE RUNOFFS, 4, BEGIN BUILDING CONSTRUCTION, 5. CONSTRUCT DIVERSION SWALES AROUND PERIMETER OF SITE TO PONDS, AS NECESSARY, 6. INSTALL STORM SEWER SYSTEM AND I TS SILT A TION PROTECTION, U Till TIES AND OU T FALL STRUCTURES, 7, EXCA VA TE THE REMAINDER OF THE PONDS INCLUDING REMOVAL OF SILT DEPOSITS, 8, STABILIZE PARKING LOT, 9 CONSTRUCT CURB, BASE AND ASPHALT, 10, COMPLETE FINAL SITE GRADING 11 , INSTALL PERMANEN T LANDSCAPING ON SI TE, REPAIR ANY WASHED OUT AREAS, 12, WHEN CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE EROSION PROTECTION DEVICES AND AND PLACE SOD AS NECESSARY NAME OF RECEIVING WATERS: THE SITE WILL ULTIMA TEL Y DISCHARGE INTO ALLIGATOR CREEK, POLLUTION REDUCTION CONTROLS EROSION AND SEDIMENT CONTROLS STABILIZATION PRACTICES WIND EROSION STABILIZATION - THE CONTRACTOR SHALL DENUDE ONLY AREAS WHERE IT IS EXPECTED TO BE GRADED OR AL TERED WITHIN A TWO (2) WEEK TIME FRAME, ALL PERVIOUS AREAS OF THE SITE INCLUDED IN GRADING THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE GRADED AND PREPARED WITH A COMBINATION OF SOD AND/OR SEEDING AND MULCHING, PAD AREAS WITHIN FUTURE UNITS WHERE EARTHWORK IS COMPLETED SHALL BE COMPLETELY SEEDED AND MULCHED, AREAS WHERE CONSTRUCTION OPERATIONS WILL BE CONTINUOUS, FUGITIVE DUST SHALL BE MANAGED BY APPLYING A WATER SPRAY TO SA TURA TE THE SURF ACE SOILS ON A DAILY BASIS (OR AS NEEDED) TO MAINTAIN MINIMAL DUST TRANSPORT, FUGITIVE OUST SHALL BE MONITORED CONTINUOUSLY AND ADDITIONAL MEASURES MAY NEED TO BE TAKEN TO CONTROL OFF SITE TRANSPORT OF UNACCEPTABLE LEVELS OF OUST, TEMPORARY ST ABILlZA TION - TOP OF SOIL STOCK PILES AND DISTURBED PORTIONS OF i: if:. SITE WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR AT LEAST 21 DAYS SHALL BE STABILIZED WITH TEfviPORARY GRASS AND MULCH NO LA TER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY, GRASS SEED SHALL BE ;\ MIXTURE OF 20 PARTS OF BERMUDA AND 80 PARTS OF PENSACOLA BAHIA. THE SEPARATE TYPES OF SEED USED SHALL BE THOROUGHLY DRY MIXED IMMEDIATELY BEFORE SOWING, SEED WHICH HAS BECOME WET SHALL NOT BE USED, THE MULCH MATERIAL USED SHALL NORMALL Y BE DRY MULCH, DRY MULCH SHALL BE STRAW OR HAY CONSISTING OF OAT, RYE OR WHEAT STRAW, OR OF PANGOLA, PEANUT, COASTAL BERMUDA OR BAHIA GRASS HA y, ONLY UNDETERIORA TED r,1:ULCH WHICH CAN BE READILY CUT INTO THE SOIL, SHALL BE USED, AREAS OF THE SITE WHICH ARE TO BE PAVED WILL Bt-, TEMPORARILY STABILIZED BY APPLYING STABILIZATION AND BASE, PERMANENT STABILIZATION - DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY PERMANENTLY CEASES SHALL BE STABILIZED WITH SOD NO LATER THAN 14 DAYS AFTER LAST CONSTRUCTION ,6,CTIVITY. STRUCTURAL PRACTICES EROSION PROTECTION - DURING THE CONSTRUCTION PHASES, APPROPRIATE PRACTICES i~IC~UDING, BUT NOT LIMITED TO SILT FENCE BARRIERS, HAY BALES AND WATERING OR OTHER METHODS NECESSARY WILL BE IMPLEMENTED TO CONTROL FUGITIVE OUST, SEDIMENT BASINS - THE STORM WA TER MANAGEMENT AREAS (RETENTION AREAS) WILL SERVE AS SEDIMENT BASINS DURING THE CONSTRUCTION PERIOD, AT THE CONTRACTOR' DISCRETION, THE SEDIMENT BASINS WILL BE CONSTRUCTED TO THE DESIGN CROSS~SECTION OR A MINIMUM OF 2-FEET BELOW EXISTING GROUND TO ALLOW THE SILT TO BE COLLECTED AND REMOVED PRIOR TO COMPLETION OF THE GRADING, STORM WATER MANAGEMENT STORM WATER DRAINAGE WILL BE PROVIDED BY A CURB, STORM WATER AND CATCH BASIN SYSTEM FOR THE DEVELOPED AREAS, THE AREAS NOT DEVELOPED SHALL BE GRADED TO LESS THAN 2% SLOPES AND HAVE PERMANENT SEEDING OR PLANTINGS, WHEN CONSTRUCTION IS COMPLETE THE SITE WILL DRAIN TO STORM WATER PONDS THAT WERE UTILIZED AS THE TEMPORARY SEDIMENT BASINS DURING THE CONSTRUCTION PROCESS, ANY ACCUMULATED SEDIMENT SHALL BE REMIOVED FROM THE SEDIMENT BASINS, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT AL RETENTION/DETENTION AREAS IN ACCORDANCE WITH THE APPROVED CONSTRUCTION PLANS, SPECIFIED OTHER CONTROLS WASTE DISPOSAL WASTE MATERIALS - ALL WASTE MA TERIAL SHALL BE COLLECTED AND CONTAINED IN A CONTROLLED AREA PURSU ANT TO STA TE AND LOCAL SOLID WASTE REGULATIONS, ALL TRASH AND CONSTRUCTION DEBRIS GENERATED FROM CONSTRlUCTION IS TO BE REMOVED FROM THE SITE AND DISPOSED OF APPROPRIA TEL y, NO CONSTRUCTION MATERIALS SHALL BE BURIED ON SITE, ALL PERSONNEL SHALL BE INSTRUCTED REGARDING lHE CORRECT PROCEDURE FOR WASTE DISPOSAL, NOTICES STATING THESE PRACTICES SHALL BE POSTED IN THE ON SITE OFFICE TRAILER AND THE CONSTRUCTION MANAGER RESPONSIBLE FOR THE DAY TO DAY SITE OPERATIONS SHALL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE FOLLOWED, HAZARDOUS WASTE - IF ENCOUNTERED, ALL WASTE MATERIALS SHALL BE DISPOSED OF IN THE MANNER SPECIFIED BY ST ATE AND /LOCAL REGULATIONS, THE CON TRACTOR SHALL BE RESPONSIBLE FOR SEEING TH AT THESE PRACTICES ARE FOLLOWED, SANITARY WASTE - ALL SANITARY WASTE SHALL BE COLLECTED FROM PORTABLE UNITS BY A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR AS REQUIRED BY STATE AND LOCAL CODES AND REGULATIONS, OFF SITE VEHICLE TRACKING STABILIZED CONSTRUCTION ENTRANCES SHALL BE PROVIDED TO HELP REDUCE OFF SITE VEHICLE TRACKING OF SEDIMENTS, THE PAVED STREETS SHALL BE CLEANED AS NEEDED TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE, DUMP TRUCKS HAULING MATERIAL FROM THE SITE SHALL BE COVERED WITH A TARPAULIN AT ALL TIMES, e ~ '" c:: ~, :i 0.. C!; ~ cO ~ ~ '" ~ "0 Z 0.. 0.. en 8' III 6 :s: o ~ ill ~ fii ~ &l a ~ '" TIMING OF CONTROL MEASURES AS INDICA TED IN THE SEQUENCE OF MAJOR ACTIVITIES, STAKED SILT FENCE, STABILIZED CONSTRUCTION ENTRANCES AND SEDIMENT BASINS SHALL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY OTHER PORTIONS OF THE SITE. AREAS WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 21 DAYS SHALL BE STABILIZED WITH A TEMPORARY GRASS AND MULCH WITHIN 14 DAYS OF THE LAST DISTURBANCE. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY THAT AREA SHALL BE STABILIZED WITH PERMANENT SOD. AFTER THE ENTIRE SITE IS STABILIZED, THE ACCUMULATED SEDIMENT SHALL BE REMOVED FROM THE TRAPS AND THE STAKED SILT FENCES SHALL BE REMOVED, CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS THE STORM WATER POLLUTION PREVENTION PLAN REFLECTS PINELLAS COUNTY AND THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) REQUIREMENTS FOR STORM WATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL AS ESTABLISHED BY THE CITY OF CLEARWATER STORM WATER MANAGEMENT PRACTICES MANUAL AND THE FLORIDA ADMINISTRATIVE CODE, CHAPTER 400 -4 AND 400-40, TO ENSURE COMPLIANCE, THIS PLAN WAS PREPARED IN ACCORDANCE WITH SWFWMD'S "BASIS OF REVIEW FOR SURF ACE WATER MANAGEMENT PERMIT APPLICATIONS WITHIN THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT", MAINTENANCE INSPECTION PROCEDURES EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES THESE ARE THE INSPECTION AND MAINTENANCE PRACTICES THAT SHALL BE USED TO MAINTAIN EROSION AND SEDIMENT CON TROL: 1. LESS THAN ONE HALF OF THE SITE SHALL BE DENUDED AT ONE TIME, 2, ALL CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EACH WEEK AND FOLLOWING ANY STORM EVENT OF O,5-INCHES OR GREATER BY A CONTRACTORS REPRESENT A TIVE, 3, ALL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT SHALL BE INITIATED WITHIN 24 HOURS OF REPORT. 4, BUILT UP SEDIMENT SHALL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE- THIRD THE HEIGHT OF THE SILT FENCE, 5, SILT FENCE SHALL BE INSPECTED REGULARLY FOR DEPTH OF SEDIMENT AND TEARS TO SEE IF THE FABRIC IS SECURELY A TT ACHED TO THE FENCE POSTS AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND, 6, THE SEDIMENT BASINS SHALL BE INSPECTED DEPTH OF SEDIMENT AND BUILD UP OF SEDIMENT SHALL BE REMOVED WHEN IT REACHES 10% OF THE DESIGN CAPACITY OR A T THE END OF THE JOB, 7, TEMPORARY AND PERMANENT GRASSING AND MULCHING AND SODDING SHALL BE INSPECTED FOR BARE SPOTS, WASHOUTS AND HEALTHY GROWTH, 8, A MAINTENANCE INSPECTION REPORT SHALL BE MADE AFTER EACH INSPECTION BY THE CONTRACTOR AND SHALL BE KEPT IN AN ACTIVE LOG READILY AVAILABLE AT THE JOB SITE, 9, EITHER THE SITE SUPERINTENDENT OR HIS DESIGNEES SHALL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE, REPAIR ACTIVITIES AND COMPLETING THE INSPECTION AND MAINTENANCE REPORT. 10, PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES SHALL RECEIVE TRAINING FROM THE SITE SUPERINTENDENT, THEY SHALL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS USED ON SITE IN GOOD WORKING ORDER, NON-STORM WATER DISCHARGE IT IS EXPECTED THAT THE FOLLOWING NON-STORM WATER DISCHARGES WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: 1, WATER FROM WATER LINE FLUSHING, 2, PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED) 3, UNCONT AMINA TED GROUNDWATER (FROM DEWATERING EXCA VA TION), ALL NON-STORM WATER DISCHARGES SHALL BE DIRECTED TO THE SEDIMENT BASIN PRIOR TO DISCHARGE, NON-STORM WA TER DISCHARGE IT IS EXPECTED THAT THE FOLLOWING NON-STORM WATER DISCHARGES (~HAL_L NOT OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: CONCRETE DETERGEN TS PAINTS (ENAMEL AND LATEX) METAL STUDS GLASS TAR SAND FERT! JZERS PETROLEUM BASED PRODUCTS AND "UELS CLEAr JING SOL VEN TS wooe MASCmy BLOCK ROOr'; !G SHINGLES STONI: SPILL PREVENTlf)N MA TERIAL MANAGEMENT PRACTICES THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT SHALL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF, GOOD HOUSEKEEPING: THE FOLLOWING GOOD HOUSEKEEPING PRACTICES SHALL BE FOLLOWED ON SITE DURING THE CONSTRUCTION PROJECT, AN EFFORT SHALL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO COMPLETE THE PROJECT, ALL MATERIALS STORED ON SITE SHALL BE STORED IN A NEA T ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND IF POSSIBLE, UNDER A ROOF OR OTHER CONTAINED ENCLOSURE. PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL MANUFACTURE'S LABELED CONTAINERS, SUBSTANCES SHALL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURE, WHENEVER POSSIBLE, ALL OF THE PRODUCT SHALL BE USED BEFORE DISPOSING OF THE CONTAINER. MANUFACTURE'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL SHALL BE FOLLOWED, THE SITE SUPERINTENDENT SHALL INSPECT DAILY TO ENSURE PROPER USE AND DISPOSAL OF MATERIALS ON SITE, HAZARDOUS PRODUCTS: THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH HAZARDOUS MATERIALS, PRODUCTS SHALL BE KEPT IN ORIGINAL CON T AINERS UNLESS THEY ARE NOT RESEALABLE. ORIGINAL LABELS AND MATERIAL SAFETY DATA SHALL BE RETAINED; THEY CONTAIN IMPORTANT PRODUCT INFORMATION. IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURE'S OR LOCAL AND STATE RECOMMENDED METHODS OF PROPER DISPOSAL SHALL BE FOLLOWED, PETROLEUM PRODUCTS: ALL ON SITE VEHICLES SHALL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTATIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE, PETROLEUM PRODUCTS SHALL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED, ANY ASPHALT SUBSTANCES USED ON SITE SHALL BE APPLIED ACCORDINGLY TO THE MANUFACTURE'S RECOMMENDATIONS, FERTILIZERS: FERTILIZERS USED SHALL BE APPLIED ONLY IN THE MINIMUM AMOUNT RECOMMENDED BY THE MANUFACTURER, ONCE APPLIED, FERTILIZER SHALL BE WORKED INTO THE SOIL TO L1MI T EXPOSURE TO STORM WATER, STORAGE SHALL BE IN A COVERED SHED, THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER SHALL BEl RANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS, PAINTS: ALL CONTAINERS SHALL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE, EXCESS PAINT SHALL NOT BE DISCHARGED TO THE STORM SEWER SYSTEM BUT SHALL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURES' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS, CONCRETE TRUCKS: CONTRACTOR SHALL DESIGNATE AN AREA FOR DISCHARGE OF SURPLUS CONCRETE OR DRUM WASH WATER AND SHALL INSTALL A CONTAINMENT BERM AROUND THIS AREA TO PREVENT RUNOFF TO THE REMAINDER OF THE SITE, HARD DEBRIS SHALL BE DISPOSED OF BY CONTRACTOR UPON COMPLETION OF THE PROJECT, SPILL CONTROL PRACTICES IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES SHALL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP: MANUFACTURES' RECOMMENDED METHODS FOR SPILL CLEAN UP SHALL BE CLEARLY POSTED AND SITE PERSONNEL SHALL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEAN UP SUPPLIES, MA TERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEAN UP SHALL BE KEPT IN THE MATERIAL STORAGE AREA ON SITE, EQUIPMENT AND MATERIALS SHALL INCLUDE, BUT NOT BE LIMITED TO, BROOMS, OUST PANS, MOPS, RAGS, GLOVES, GOGGLES, KITTY LITTER, SAND, SAWDUST AND PLASTIC AND METAL TRASH CONTAINERS. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. THE SPILL SHALL BE KEPT WELL VENTILATED AND PERSONNEL SHALL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVEN T INJURY FROM CONTACT WITH HAZARDOUS SUBSTANCE, SPILLS OF TOXIC OR HAZARDOUS MATERIAL SHALL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE. THE SPILL PREVENTION PLAN SHALL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND THE CLEAN UP PROCEDURES FOR FUTURE USE, A DESCRIPTION OF THE SPILL, ITS CAUSE AND THE CLEAN UP MEASURES SHALL ALSO BE INCLUDED, THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY TO DAY SITE OPERATIONS SHALL BE THE SPILL PREVENTION AND CLEAN UP COORDINATOR. HE OR SHE SHALL DESIGNATE OTHER SITE PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND CLEAN UP TRAINING, THESE INDIVIDUALS SHALL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION AND CLEAN UP, THE NAMES OF THE RESPONSIBLE SPILL PERSONNEL SHALL BE POSTED IN THE MATERIAL STORAGE AREA OR IN THE OFFICE TRAILER ON SITE, IF APPLICABLE, NOTICE OF TERMINATION A NOTICE OF TERMINATION SHALL BE SUBMITTED TO THE EPA AFTER THE CONSTRUCTION HAS BEEN COMPLETED AND THE SITE HAS UNDERGONE FINAL STABILIZATION. POLLUTION PREVENTION PLAN CERTIFICATION TO THE BEST OF MY KNOWLEDGE, I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORM A TION SUBMITTED, BASED ON MY INQUIRY OF THE PERSON OR PERSONS MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION SUBMITTED IS, TO THE BEST OF MY K:NOWLEDGE AND BELIEF, TRUE, ACCURATE AND COMPLETE, I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING F ALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINES AND IMPRISONMENT FOR KNOWING VIOLATIONS, OWNER: NAME: TITLE: SIGNA TURE: DATE: CONTRACTOR'S CERTIFICATION I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE GENERAL NATIONAL POLLU T ANT DISCHARGE ELIMINATION SYSTEM (NPDE") PERMIT THAT AUTHORIZES THE STORM WATER DISCH ARGES ASSOCI A TED WITH CONSTRUCTION ACTIVITY FROM THE SITE IDEN'; ,r.-IED AS PART OF THIS CERTIFICATION, SIGNA TURE COMPANY NAME AND ADDRESS RESPONSIBLE FOR COMPM~Y: SIGNA TURE: ADDRES~;: NAME: GENERAL CONTRACTOR DATE: PHONE' COMP ANY: SIGNA TURE: ADDRESS, TEMPORARY AND PERMANENT STABILlZA TION NAME: DATE: PHONE: COMPANY: SIGNA TURE: ADDRESS: STABILIZED CONSTRUCTION EN TRANCE, EARTH DIKES, SEDIMENT BASIN NAME: DATE: PHONE: , ' , , \ J~ ; . I . ,; / -. I.. MAR ] () 2005 O:::W>-IJJ-OZ(() >- en <..? ~ o o n::: o u W n::: D z o ~ Q.. n::: u (/) W o z o ~ u :=) n::: f- (/) Z o u D -.J <{ Z LL W f- <{ o D o z <..? Z lO 0::: LO ~~ t5~ t5 oaf- ~"ffi<I:y: 0 I ~ IO'>>--<(Z~ I L{) n::: o..,.2'l m (1'\ <I: ---. " N Q..w ~........ \.-'2 "''''''..- I t--lO~ 'co.. I:> ...., ""'coWND ~o ~ ~ ~ ~ 0 (/) 0 0.. 0. 0 a::~ '....C:J O~fo") ~ ........lJ..g ~ZN <{Qf- A~ a~~ :.. w-~ __ a:~>- Owo. ua.o <..> wz", 1Il1=!"" 5~~ ' z~_ >--1-<5 <{~Z ~0Ci: (/):I:w zl-w <{~z ~a<3 wZ Wi;:W (/)oa W05 ~:::E<{ U ....I ....I .... <( c.. ~ <( ~ LLI ~ o :::I: m ~ w C - (J) > a: I- Z ~ o (.) LL o (J) a: o z <C :E w :E o ::J: Z 3: o I- S H E E T N o I CI) CI) I... I... Q) Q) Q) Q) .~ .~ ~ ~lJJ lJJ~ .52 ~ ~ Q) ~ t2 ~ 1::: <:l .l::: CI) ::,; a;~ 1::: 1::: CI) ~.... Q.: (.) Q) .... ~~ Q) (.) Q)~ .~ ~Q) ~~ (.) :;::: CI) ,~ 'tj ~ 1::: ~ -...l <C c - a: o -I LL .... a: w I- <C 3: a: <C w -I (.) LL o > I- - (.) 10 a Ol >- W fo") n::: :R~ lD <{ <<l ~o:: ci Z lD ~w Z ~ ... W~ z ::i LLi .Id<30g W a:a~~<{ n::: . W ,0:: N Q.. ..J zaW- ..J 0WWO:: ~V)ffi8~ D :::E 1-zl- o ~~ W ~ I- W0 ...Jw~lJ.. n::: ~ ~o::<{o 0 o <{ I=! LL ~ 3>-- <{ :I: <{1Il <..> 0 <..> > G: W Ci:f- f=:J o 0:: Z ~ ~ N ill ill ill I 0",,"" ~rog? ill <lJ "" /"'. ~""~E: (/)O~o D~u -0 L X CJ'l o s:> 0 C OLLu... <lJ 0::: "D L" 0 .:; ': 000 <lJ.Dtf) , _L())~ ~ 0 I ~ UI(J)~ oEg? o- n /i ,-, N r--- N r--- <lJ ".. -..: (..j Q; ~ ,~ ~ ~'~ "-J ~ II) ~ ~ c: ~ ~ c: CQ ~ () (.) ... ;:, o en w I- o Z Z o - I- Z W > w 0::: D- Z o - I- :::>> ...J ...J o D- o::: W I- ~ ::E 0::: o I- en i'~:~'~\~~~} : t\ ~ ~.y V:':'.+:~~' 1 <:"1;:'(1.:'. ~ III I I '6 Ex, Fire Hydront ~~'.:; '~;;~::'.;, ,',',,' I.... ~:.~J i'.r ,il' MATCHLINE A-A ~;~,~ ;.~:: . /"' ' , ;'J f.!: ~'t;l,I}>.:' }'~I\, [~~J ~~~:~; ti:m.D ~~~J ~n:JI!~ t~1i ~i~W. li:\?:; il;~1t&i! ~t.~ !\\1m ~ MIJI\V r:~l!J!;, ~ RIll ~ ~ me ~ 1!A't~~ _~ ~ ~ m!l'j"1!~ r.Mit',.' ~,ri!,;i i:\::(: 0;jlj.',' il$,;{ti:i, :',;'i: !.';i <.::> ~ o o n::: o u w n::: to ',,,. :',\:', \':i~i;' "~1: ~ lllJ~lt~ ;m.~~f,' ~l~-'~{~i! ,(\~l,;~~;,,'.f 28t~~~~X' ~~~~8L~';1~ '~~\':'; ':"~':.i~~':~ SANIT ARY STRUCTURE CHART --r / /~- ,- L_ .is ' ai .;tIL r--.~ If--D o -.J ~co, 'n L ,- L_ ;. .. .' SEE SHEET 12 ('~ <~~~:f-L/,. ,~,~l~~~I ~ :--:: .",o 5(.1 S-1 SANITARY MANHOLE RIM, EL. = 76.80 IE = 72.05 (E) IE = 72.15 (N) ~ SANITARY MANHOLE RIM, EL. = 77.28 IE = 72,54 (S) IE = 72.64 (N, W) ~ SANITARY MANHOLE RIM. EL. = 77.75 IE = 73.71 S-4 SANITARY MANHOLE RIM EL. = 77.30 IE = 73.40 (E) IE = 73.50 (N, S) S-5 SANITARY MANHOLE RIM. EL. = 78.42 IE = 74.41 (S, E) IE = 74,51 (N) S=.Q SANITARY MANHOLE RIM EL. = 78.44 IE 73,55 (S) IE = 73,65 (N, w) o IZ 10 i= Q... 0:: U (f) w o z o i= u ~ n::: f- (f) Z o u ,', if,: , ,: J 1.1 .' ~__ - - !. 1- ~ EXISTING FLORIDA POWER EASEMENT (TO BE ABANDONED) -- o ---- --r .---- .---- ---- (...., -- --~ ~ ) I,,:, I -.J <t: Z Lt... /' " l-,p to cO ,.,.,1 r--.~ 1115 -.J oco, ''t. L -,- L_ W I- <t: o CONNECT TO EXISTING CITY 6" WATER MAIN W/ 6"x6" TAPPING SLEEVE & VALVE '-. ,J \, o <J"lcor---.WL{)'i"t"}"'I_ 0 z 0' 40' ~ [ SCALE: 1" 80' I Ct'W>-tf)-OZUl ~ I') '<t c:i @ u > a.. .J ~ I') '<t c:i @ u > a.. 40' <.0 w~ ? ~ h -+ IPAD d 79,001 BLOCK 22 I liT I L() o o I UTILITY NOTES. I 1- III I~ I 15' UTlL TY EASEMENT DEDICA TED TO CITY OF CLEARWATER 1, MAINTAIN 10 HORIZONTAL FEET BETWEEN SEWER & STORM PIPES. 2. THE LONGEST RUN OF 8" SAN SEWER = 292 L.F, L . co LL ...J I " : I.~ : \ :', . co LL ...J N N "T Q::::t 0~P') '-LL8 ~ZN <Qf- (I):J: O(l)<.:l w-- -::tQ:: Q.a::>- OWQ. UQ.O U WZ", CD I:!! ."'" f- f- ' o-u z~~ >- f- . <::><.:l ::to& (l)i!'w ~~~ ~05 wZ wCLw (1)-0 w85 i!'::t< I: 1 ': ,<:14"4""" k,~ ,::,' :,t: -:;cs r: ;'/(-':," ;-:!~) ,:. t;CF:;., ,- L_ ,~ ,~ 'NIL C() , r--. . ~ 1115 --l ' ~co, ''6:: L_ ,- L_ Ol ~ P') n::: <D <t: Z ~ ::J w a:: Q... 3. ~Hl~l GNUl~GR~UNJ WAI~R MA~NS & HVL~~~ S ?>PF T:- 2F -'j"TAi Fn, T-iF'Y <;;-iAII FlF IN::TAII ,n UI~1FI =-TF[ Ar\' -\j <::,;:? /,T ::'>:::>IlR Tn RI,'t :;TNG C[N~T=LCT:O\j ~[P \JrrA ~41 o w ~~ ~ gQ:: ci ~::tw Z LO 'll:w~ ~ ~: ~iiU 0 o ~!!2w~ f- W<.:l ,...Jwo4. n::: ~ i~~~; 2 :J: <CD u 0 u> G: W crf- F:::::l o Q:: . Z lj ~ ...,'AI~'-CJ(;1<.;r L: ~;0iC ~/)./-:l- ~' "I:i::\' ::..:';( n+:'y 4, CITY OF CLEARWATER TO PROVIDE TAPPING SLEEVE & VALVE AND PERFORM WATER TAP TO BE PAID FOR BY DEVELOPER. 5. REFER TO CROSSING CHART & DETAILS (SHEET 11 A) FOR ALL WATER CROSSING DETAILS. 6. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS, ELEVATIONS, DIMENSIONS OF ALL EXISTING UTILITIES AND SHALL NOTIFY THE ENGINEER OF ANY DEVIATION FROM THE PLANS PRIOR TO PROCf;~DING WITH ANY PROPOSED CONSTRUCTION, : j , 7. WHERE UNDERGROUlIlO WATER MAINS & HYDRANTS ARE TO BE INSTALLED UNDERLpAVEMENT DUCTILE IRON PIPE IS TO BE USED, 8. WHERE UNDERGROU~DWATER MAINS & HYDRANTS ARE TO BE INSTALLED THEY SHAlL BE INSTALLED, COMPLETED. AND IN SERVICE PRIOR(to CONSTRUCTION AS PER NFPA-241 " Ii il J it ': I r-; r~ll, ; C'.; I-I'~ p:2r :_'il) c7 ',: :t:'c:;....vn~e. i~ ...... '~~ (, Ex. Fire HY9.r9Qt , ~~ ;::-i , _ ~ ! ?~--tl; \.' ,: ' ;u, , fillT. ' !, { ) I ~ ".< Q 43 LF 8 PVC 0 0.50% .... 10 10 a: en .... (JG,:~ fl')W ;';~I" '\::e! t'(I~ :D,/,,..(' " '~1 u, :1 ' , 'r T' ,ii !'~l i' jW:\'ly;xj ,j ,/ J..~0(', !,."tJ ~~r ~r~+. ,~.r S. CONNECT TO EXISTING CITY 6" WATER MAIN W/ 6"x4" TAPPING SLEEVE & VALVE (J) (J) " " (l.) (l.) (l.) (l.) .S .~ ~ ~lJ..j ~, ~ .~ ~ ~ (l.) ~ E: ~ c:: c .~ (J) :s; ~~ c:: c:: (J) ~..... Q.. (.) (l.) ..... ~~ (l) ~ (l)~ .~ ~(l.) ~l} (.) :;::: (J) .~ "tS (..) c:: ~ -...I ,..':~~ t; [" ': -=- f.(1 7.' -" ~;;.- -.:' 71-2~'--- ~. t';',' .;, i ?~ U ....I ....I 128 LF 8" PVC C 0.43% . Z 0) .. N lD lD W I gt"}~ ~COr---. lD Q)'i"~ :-:; ~) ~ E en 0 I'--. 0 D",----"u -Uoxo1 0- 0 C OLLLLQ) 0:: D - L~ 0 'S: ;;: 000 <l>e ~ ~ ~ 0 1 ;;: UI<J"l!: cCO Ocr---. 0- t"}O~ No.1'--. N r---. CONNECT TO EXISTING SANITARY MANHOLE CORE BORE & GROUT WA TE TIGHT INSTALL FLEXIBLE RUBBER BOO' @ elev = 71.50 r,~'r;'j~ft"2 . ': 'i j ~" I~ : ;~\' 7'1 Ii) ... <C c.. :E <C t- >- c . :c CJ - % 1 230.00' _._'.\ ----- ..- ~ I; \ \ , \ \ \ ,-) , ~1 I I I .:!~',;, .." -" , .I 'T l: I : ' , 'w: );,;-r.hf' , "'/""i~ I? "'. i" ....' : f -', ';, r-. ,. I , .I O~O~ED SOUTH PO E 'I ~ETENTION ARE 11.98 ACRES \0 (,' " , ,~~) . <v f- ii" . ,1 : i' " 'I i: I' I 'I I, 1~ I: 1 I . en . :) '" P' ", u' < " :' ( :P ' , --~ w :E o ::z: ....: S.:) q; ~ ,~ ~' C5 ~ .... ~ {i ~ ~ ~ t; ~ ClI ~ ~ c: ~ c: 1tI ~ C \.) i , , '" y' I ' r,~, "',l:~~ jl j " I, i \ " '", -- \. l-< E x, Fir~. HYQr9nL j i \ ~ " , 'I ; UTILITY LEGEND I I ""~ J._ , , T 1 Bt 1).8 I I m ~ EXISTING SIGNAGE . _-u, \ EXISTING FLORIDA . \...:...POWER" EA~EMI:NT " 'T~ 8~ ^8.^~D~~E~). ~ EXISTING UTILITY POLE EXISTING GUY W / WIRE EXISTING WATER MAIN C C-c'.; r~ X'~3t ~:" ~")i~ :._:.~~-; .~ Ir-:~~' i-'~-! I,tr,:""~. (;(Jntr\.iC1.cr t(,) ii.: ",I ..:..~(:fV '), ::j~;(": , - <) '- :, C . '/Jr:-' --. " " " :::-:::: },-;;:T5 ': .11/...... ,,\ : r w c - en > D: I- Z ::) o (.) u.. o en CI: o z <C :E w :E o :I: Z 3: o I- EXISTING SANITARY MAIN EXISTING OVER HEAD WIRES '.:.,on ---- 1 I , i I I -- . I' ...r cr~~ . I AJ I,: !'I Z 0 - """E'" ...,)\\ \ ;'~,-,7-,~',--,-" ".- I ~ )> ~- ~(~/-~b9-1~~--~'~ ~,i ~/. rrl 0 ~~I :~: . ~i ~~ \ \"'1 ';\: ".' I Ul COf\J\E tr.!Ci= '::TnFd~": (f) U r ;/ 1/ )>) Lt' .,'- -' / ./.:~-j \1 ':'1\,[:, ') ru,',- I rn 1'1 I f:iir'n',.: 11, _. _ \ ~; I \ ~/ l',:"y.:<: I ~ ~ I :r~' --- . 1 1'1 rrl i '\, '" \'~ \ Ul r: \:1\ \ Ie); :.', ,Y / j 'V0*-,",,{" \ \ .' ,/,:":'... :::... / ""; \," - \ ~ \ N . - ,;\'f? / ~?'(;'~\.'::" .~' - . . ;:)" " 1_ l~,~' T,~~ _;,~>;;;./ "" __ ".r, n\j~it,.:~ .,:~' ~ ,G..,_ .' .' " ,.,Ir 3'", 'l ,,":: ,~" . ~~~~ (~(;1 "".~" '" ~ ~\>.;~~:'::::~t":::":< ~ '0",'" ~~,RIM ElfV,.J4'i! ~ ~. NINv"~ -6[1,('; ,.. fill" ~r.I~~V,,- ~ 6{\1~1.J 12'. ~<'~" , \ --1 l/-) - .- ~llf " ./ /\,: /1\\ ): .. ill /~ \\ <C C - CI: o ....I u.. UNIT DESIGNATION c ,) EXISTING CHECK VALVE EXISTING GATE VALVE EXISTING FIRE HYDRANT EXISTING REDUCER EXISTING BLOWOFF EXISTING WATER METER EXISTING SANITARY MANHOLE ~ .~ I / >- ,,' t:' C. .....;. I (,; ((, (~ / ' C'. ri~ ex:: l I ~. --1 F_ >:;~',tl~\tj It" ~ .;_' '_:Ci~) , L:n (:' ~'I,:r ::~'I ~ '/ ;~ 1 i~)s, \,.. (lr: tr ('.'~_' ,j' t ': l"',,;,,-! ~L "\..-.'"' I ,/ 22.08' /1 " I.. : ;\ DO r-. ...'1. ,.; ( \ ( ,C '1 ~ :\ l: 20' ...qr' ~^V! )' well-<jf ! 'r,-:( ut: )1"/ II ---- ( ~ ... CI: W ..... <C 3: CI: <C w ..J (.) u.. o > I- - (.) 22' 22' --------- 22' 1 2 3 z: < -I Q. >- ..... - -I - ..... ::) . I ~ 'I , \\, ' ------ ..--- , \\\ ------- 'A"'-rc({ ~'.';-~J~"" 1,_ l 2 BLOJK ~ 3 I il I I II I It :, ) BLOCK 43 1 1/2" WATER RVlCE W/ DOUBLE 1" SERVICES (TYP) i,:" WJR SERVI I CONNE~TlON ( f)l ~ EXISTING SANITARY CLEANOUT SANITARY SEWER 18' 15' 15' 18' ..--- 1 1/2" WATE W / DOUBLE 1 SERVICES ( ~ SS .-/ ~ 1" WATER SERVICE CONNECTION (TYP) PROPOSED CLEANOUT PROPOSED GATE VALVE PROPOSED FIRE HYDRANT PROPOSED REDUCER PROPOSED BLOWOFF PROPOSED WATER METER PROPOSED BACKFLOW CO . .-/ , -', :'," _l ________ ~ H ... .-/ ~-"",- " - .~. . .c .Q, ::t ...: '" '" on ~ == .. .-/ .~ / 1 {~ .:' ~ ....-~~ I~_~'S~ .-/ ........ "".,. .---- SO{\ .---- "".,.""'" "".,. "".,. . ~ t:: .. t:ii ~ "C 0: en "- ,;, 8 18 z Cl in w o w a: ~ o ill 8 a; <Xl 8 CD fii I- U w a a: 90 ;c .-/ 10' UTILITY EASEMENT LINE . c=J .---- .---- {\ "".,. .---- "".,.sO "".,. "".,. "".,. ........, 6" PVC DOUBLE WYE W/ C.O, SANITARY SEWER SERVICE ~~]g~~.~ifIl_O~~"~f}-"~~i:i""'== ~~;.;,~~~~;" -.-.. --.. ,,_.._-,.. "'-7" H_'____ .-....... STORM PIPE J t\O~O 90\,,1 N "t' ~ 15' UTILITY EASEMENT LINE .---- WATE LINE .-/ ~ ~ WL WATER LINE ----_.,-- - ----- -------- -- -. ---...., '-"-._-- -_.,--,~.- ....~ . . .Y!!:!~~;-;;;:"\-:~:r~:_. ___~~_..~~;-.-; :-,~.~ ~SE.1 S\\" ~ \. SEWER LINE --- ~ .-/ ~ S H E E T - 6" PVC DOUBLE WYE W/ C.O, SANITARY SEWER SERVICE CONNECTION @ 1.0% UTILITY SERVICE DETAIL wI DRIVEWAYS .-/ UTILITY SERVICE DETAIL w/o DRIVEWAYS 11 --- N o "\.".'llI'l~\'Jtl~~l 'UiIII~ ~ I ~ I 1;1 I~ I: I i [ :: Ii- 'I U) I. f~ 1 I ~ :::> 14,:1 [~ i:14~ '1~' E . . l~.~,., " ~ ~ ~~ 1 B/ b -l ) UUrr r 'III, r. L, ~jJ [-!l I '7 r~ :J ,..,<:t 4~ I E o U_Jf ()) rt"JI ; ~ II U ,. o o~ , (~ _L I ';7L - - " ~ ~ ~ ~ 1 { , iii ; , l ~ ~ i . , f ~ I ! I , i ~ I 1 " L >>$\ l~:l ~l::;~ ~~',. ~,;~"l'} r~~"':C: ~~~i'1!;; i)';,.fi"'iJ.i:~, !~i;l;; f~~ t;tW~i c o (, - II il d :1 il II il II- II : ~ In I! :f, il' 1\ 1\ il 1/ 1/ II 1\ r ~ !i If in ir Ii I ~ : ~ ';4 I i I , I i , I I I I UTILITY NOTES. II ~ MA TCHLINE B-B SEE SHEET 13 () 3: o o a::: o U w a::: p I 1. MAINTAIN 10 HORIZONTAL FEET BETWEEN SEWER & STORM PIPES. II : I I~ 'I I L .:Z()" I ~~ILr OJ . ~ I/U '. o " -J . o CD, 't. '__ L~ , ..-< L._ :1 I i....- 2. THE LONGEST RUN OF 8" SAN SEWER = 292 L.F. - ~ , '! I I - !: 3. WHERE UNDERGROUND WATER MAINS & HYDRANTS ARE TO BE INSTALLED, THEY SHALL BE INSTALLED, COMPLETED AND IN SERVICE PRIOR TO BUILDING CONSTRUCTION PER NFPA 241. 1 0 12 '0 i= Q.. a::: U (/) I~ I i , I ~ " 1 1 L "':::~',-~"'" 1/ cs=w I I I 8 , 2 o i= U :::> a::: l- (/) 2 o U 178 LF 8" PVC 4>> 0.5070 f -,we \ / 4. CITY OF CLEARWATER TO PROVIDE TAPPING SLEEVE & VALVE AND PERFORM WATER TAP TO BE PAID FOR BY DEVELOPER. I' I: L ,I 1, ,~ I " ~ r-O 1--. I III r=!(",.," L JL -.J I ~~ I - - - 5. REFER TO CROSSING CHART & DETAILS (SHEET 11A) FOR ALL WATER CROSSING DETAILS. I I :[ I . / . ; i E , ~ ,: lEI- 18~. [(/) , . I-- !; 1=7 1 I [:::> . ~ l' 'il~~ .ij: : L r. :< I L ~ I' I ; I I I I 1 I I - . I - 6. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS. ELEVATIONS, DIMENSIONS OF ALL EXISTING UTILITIES AND SHALL NOTIFY THE ENGINEER OF ANY DEVIATION FROM THE PLANS PRIOR TO PROCEEDING WITH ANY PROPOSED CONSTRUCTION. II ~ ~I I I &-ck~ I~U I I IpAD =' 88,501 I 1 2" 4 5 1 1 0BLO~K 1.1 lie I ~ o~ ~ L ~~ ~ ':JC1 ~ 15' U TIL TY E) ~I ~CIEINTyT -.... I DEDICA TED r< '\ ~ D~ r"I I rT1~ ,...,T ~ o~ TER ~ liT 1 I ~ I 2 3 6 UN'ITS .:+ 5 6 ~ I IpAD J 87,501 I ~ I' III B~~ Th Illl I ~ 11I~~~lll a. ~ I 1 I I I - o - CI ~ r ~ } ~, I ! < ; J , i: -.J <( :~ 2 <( LL: o 0 I I I I 7. WHERE UNDERGROUND WATER MAINS & HYDRANTS ARE TO BE INSTALLED UNDER PAVEMENT DUCTILE IRON PIPE IS TO BE USED. ! ~ 11 11 I ~ I 1 ! i j I I ! t " " (J)COr---tOLJ!7"'N~ 0 2 ~ ~ I! 11 IJ I III i It ! II i II II II -: 11 , !I : II II . U ....11 ! IAI~ i "'1ft "1 IAII i I "'IF ,I Iff I ~II ! ~AII II V," I -.-11 " II 1 .11 : Z:: I Ii I ~Ii I I ",,18 I I pI! i i~ ~! II CiR I I II , 1 1.11 I I Ii I I Ii I I :2:'1 I. " I I ,.." I I ~" I, _II I ! :2:11 I I " ! /, I 1\ -----HI Sr-/ .11 --------- I I 01' ...------------- ! I .11 I I ....." 'tl ""11 I ~ I II I ~ I I r: i K I I ~ I ~ ! I ~ ! If :1 ! I II j II i ~ II ! ~ II 1_ II ,!.,/ II !I II !I II II II II " iI II II II II II II !1 ii !! Il II II II II II II !I II i ~ ; ~ in j ~ !! , \ ~ i t I , Cl::W>-l/1--0ZV1 II C) 2 ill 0:' L{) L.[) i= w"- w 0 I- o "-- 0 0 I ~ 0:'0) <t<tr- 0 ciN~U~2 I --t 85 ~'-.:. J:2O:::: "I>c..- 01 Cl.. ~ill~ CO' UwO;3 (5 c5CO~--t 0 ~ 0:' 0:' <to if) 0 Q Q 0 Ii !1 ~ o LO d <<:) u > a. I; '~ ! --{-- I--- 'I 1l- --r , _L '" 1 , ' J') " . ~ E,~ -~:-f' ~- 1 :::> 110 ': -J - [~ 9 CD, ~ 1]:'- I 'I~- ~-F I 'E L__ / - IT"7" ," "- --, - :@ -Li' E :lrE- ~ t u! i ['; ~H ~" , ~'(,:s~: i [ r ,I . . [ ,~~ :; Q::~ O~r<") ,a... 8 ~ZN <{Qf- (/):I: 0(/)0 W-- a:~~ 8lt~ LO~ W 00 al~g ~ f- f- ' o - 0 l.l") zO::z ~- 0 )- , ~3~~ a::: (/)fEBJ ~~~ ~0(3 wZ WG:W (/)00 W05 fE~<{ . 00 lL. ...l (l) o N o Ol >- W r<") a::: ~~ to <( (() go:: 0 2 ~~W Z ~ 'll= W~ 5 :J t.J"l:l(3~i= W ll.o~cr<{ a::: oJ ~0!::J~ Cl.. d Qw zoO ~ (/) BJ (3 fE ~ (/)f- z::> o (/)!QW<{ f- W0 -lWOa... ~ 3a::~o gs o <( j:!! LL a:: Q)- <{ <(:tal 0 0 Q> G: W crf- F:::> o 0:: (/) Z ~ (/) '. ! N - J- I u~wc ~ -'\ \ i ~'., --- ,I " " - - .--,' ~ 5'-12) - 178 LF 8" PVC @ 0.4370 l> f werr- \ / I -G L- b T- IIII ~",,',; II! ~'.::. rill L JL J (l tJ,w ti L .JL J I I !PAD =1 87,501 I 2 3BLOCK 16':+ I I I - I L..:J DIGI L...;;.J I ~ 0]0 L..J I " ~ ~ L_ -.L _L -.L _:l_ x x' x I ~ ~"<"~n"':':>-":-'" "<//<':,_.",<, ,. 'z",., /. ,'~~:~<~>~ <\~~ ~t;~~:<:>;::<::;:: r::~:;:", (6;;r y:~""":".,}.:,, \-\'''<'','<<:~:'/'''<''<:''''':'''' --'~~4i:li;~ ~";1 '":~~.f~\ U20 aF. ~,~(~ x ::~~~~3;<~:::.:): ;.,;? ~~,. .::~ ':~.~;~:)~;;, > :<.>'~ ~>'.--:<":'~~:' {(~:.~ ~,::>~~"'-' ""',' '-<.' "',\y,'" .".., ,,?/, c:-;','''' "'~ <,.'.:~ <~<) . >~ ~.;,:~: :::.'" >-,)':.>. .~~:'<-;..~<;;,,~>~: ~~.::~<~ ;<-'." " <"-<,~~:'~,I '12,:<~" -' ,.v,,-""'>,,'.....,',"~_ .... . ., 'x' lb' ,:':':'~'>?',~>'-:<-:>.,>:.:~'~>.;y-:?,'::.x~ n~ I' - ~ I I I 'If 1 ! JI "-- ~ I"') '<t d 0' 40' ~ I, SCALE: 7" = 40' 80' I - - \0 -q- ,- _L "p I '0 ,I lCi ml . L CX) ~ ... IID~ o .. o~,'- LL , ~ a. CI) CI) , , Q) Q) Q) Q) ,!::; .!::; g> ~ll.j ~, ~ .~ t::: ~ Q) III E: ~ t::: C) .~ lJ) ::,; ~~ t::: t::: CI) ~...... Cl (j Q) ...... t?:t: Q) (j Q>~ .!::; \)) Q) ~ ~ (j :-:::: lJ) .~ ~ (..) t::: III -...J . co lL. ...l 5 6 II 1 (.) -J -J ('oJ to '0 cD , (l) N ~ 8",;;; .-- cc r--- LO ,J) 7 ~, ::C"'~f In 0 r--- 0 ""0'---'" () -ol....Xry o..2oc oLLLL (j) ~ L 0 ~ ~ 00 0 11 .D UJ LOO:~ ~ I 6 ;; o f-: ~ 0'0 ~3 Q. ;::::' ('-.J ,..... '-.-. ,'--- -- J _, 'I j ; ../ !' , , .... c( c.. :E c( t- 1 L. -If r l) c. ---- r ,'[. 1\ -- b x~ ~rI IV : [- u . ~ ~- -go o (/) ~ r I- C"!:. z . I--"S --r .4 :- 1 '--. ,9- , L() L('j tOll-D- CX) ~ .. ir-g , .'--- o-.J <( CD, .'0... ~_ L I ~ L_~ c::::::=:J c=:J c=:l =::) =::=t .1.:... 32" @ c::::::=:J t:=:::1 c::::::=:J c::::=: (j) ,--- ~~ J,..,,,",,,, ~":.. ~~ j~- -'\,-~ J I I \ ~. ~ I ri~'\ ~,- I' ~: ~I 1 '~.. , ~ ~ ~ ~ ~ ~ ~ I .../- . . , "-,. L_.-~.. ::-::-:' ~~"~.:.::. .f, IkB " --- - w :E o :J: m ~ -..: ~ ~ ~ ,,:~ ~'::.:;.~:~.v r..'.... . "', ,. ~ 0 , ", ~ "- 1 r:::: f/) ,.' ,d r :"'..: 't) 'J, ':,." !-l.j t:: I~"'~-' ~~ ~;~' ~ f/) ~ q, .. ~ E: l.Ci ~ ::... ~:~~~; I \:~~:' t.) :- l' ~" "'" '~~;; :J ',,- C g j [~ .2! J-E- '0 . ~ [ c " 178 LF 8" PVC @ 0.4370 CB> 'wc/., fir - r- I \ / I I I I ..... r-G 1--. L- - I III ~",,'. 1[1 ~',::. 11'1 L_ JL J I -.JL J L .JL J I I I b U/N I TS I I PAD = 85,25 1 I 2 1 3BLOc;K 12 4 I 5 1 6 ~ D~~ LJL ~~ ~, ~D ~ I ~ ~ -- , __ / _. I.;, " .~: ... -~" ~9" '.'- ~10" t - <." , \ , ' - I---- ~ " 7.' /\ \' :, I-: If E : [: I C [ (/) . l- . ::; II [:::> 114 ~" ~ [ I 230.00' , ~] - - ~ 1- L "12 ;- , r-rj r---IL. ,[ ~g Irf o -J ll...-. .,:( CD, ,,6.: L , UTILITY LEGEND <_f' " , , I II EXISTING SIGNAGE ___=:L_ 1 '. ! : r] - EXISTING UTILITY POLE .'-> ~ '<tl L ~ -If --..1 " ' w c - en :> a: I- Z ::) o (.) u.. o en a: o z <C :E w :E o :J: Z 3= o I- EXISTING GUY W / WIRE _u -'J L ~ nh ~I I ~T ,:Jo ~ Cl T IT I (' i 6 UN I TS 4 I PAD J 83.751 I I III l ~~ 1.8. Illl ~I II Ff4 II' F III I r-- I _L- I ~ ~ II' ~ ~ ~ ~ ~ I ~ r ) SANITARY STRUCTURE CHART EXISTING WATER MAIN ~ I"') '<t d \0 u > a. .-- --,v, ,,-- <C Q - ~ o --J u.. ~ I"') '<t d I I'<l :.:r',';, IN I" lu I ~ Ii IV f ~ I ~ i ~ ') (, EXISTING SANITARY MAIN S-7 SANITARY MANHOLE RIM. EL. = 82.25 IE = 74,56 (S) IE = 74.66 (N. W) --.~ ---- :-~cr, --- S=1.4 SANITARY MANHOLE RIM. EL. = 87.60 IE = 77.58 (S) IE = 77.68 (W) .~ @ U > a. EXISTING OVER HEAD WIRES I : [- L [' r r-r: - I E ~ 17'~ ~- ~ 17'; ~ ~ :4~ ~ [ ". : L I : ' r I g" 11" "1' E ,'- '~ 5"L I~I .' - :.tf)@1 y[~ g:>L;L fr E~ IIg g . ~ 0 CD, -- : I r; 1?{ L rrr--c ~ --- r- :L'!>/''t -~ L I ;~;';~~l,t~~~ : ~~~I~;t;n' ?,\~w.~~'~~ (,~ W~!$ U [ I: r-E ~ ,I , ~ _.~ . 00 lL. ...l ! ~ 1. : n. . 00 EXISTING CHECK VALVE '" , L -[' '~ . <oILU- N . OJ ~ .' 1115 ' .'--- -.J' ' OCD1 .,~_ L , ~, L_ lL. ...l S=.6 SANITARY MANHOLE RIM. EL. = 81,26 IE = 75.42 (S, E) IE = 75.52 (N) ,r S=.25 SANITARY DOG HOUSE MANHOLE RIM EL. = 88,30 IE = 81.70 EXISTING GATE VALVE I ~ ~ I-'~~ ~ '><:1 N - N II IN 11 II II II ~ I II II II II il ; ~ !l :ij '! j ~ II II II 'I il !I il !I i" : ~ i ~ it I ~ if It !J I ~ II !F il !I ! ~ iN Ie 14,hr',: , fI"'" 11 " II ;i 1/ u~wc ':\ \ /--""'''J?ri-,- ---! .(.,. .... a: w I- <C 3= a: <C w --J (.) u.. o :> I-- - (.) EXISTING FIRE HYDRANT I i, 'i' II l~.l 'I t 'I : 1 z < .....I c.. >- ..... - .....I - ..... ::J ~ ~/ EXISTING REDUCER S=.9 SANITARY MANHOLE RIM. EL. = 83.90 IE = 76.43(S, E) IE = 76.53(N) ~t:: )~ ~ <1 I ~" I ~ I ~ ~ S=2.6 SANITARY MANHOLE RIM EL. = 88.73 IE = 83.65 178 LF 8....... PVC @ 0.4370 ~@ f(r- I EXISTING BLOWOFF ( II b I I I 'j :1 :1 ',~ '.:: .' ~ EXISTING WATER METER 4~ I - - 4 PVr" DRL14 Wl4 : WC f -, ~, / I"') '<t d @ u > a. I ! EXISTING SANITARY MANHOLE ~ SANITARY MANHOLE RIM EL. = 88.90 IE = 82.60 - .'- S=lQ SANITARY MANHOLE RIM EL. = 84.50 IE = 75.57 (S) IE = 75,67 (N. W) S=JJ SANITARY MANHOLE RIM, EL. = 86.40 IE = 76.60 (S) IE = 76,70 (N. W) S=.12 SANITARY MANHOLE RIM EL. = 85.60 IE = 77.45 (S. E) IE = 77.55 (N) ~ I"') '<t d @ ..... r-OI III ~ III ~ III I L JL J 6- Bhtlf5 1- .JL.J I I I PAD J 83,001 I 2 3BLOCK 194 1 1 I - I ~ DL ~L ~~ ~J ',;.1 l nl ,~J -_ ~_ 0__ ',1 uS R i ~~.. ~~,~~I~J: ..,.' ~ ~ II [31 J (fCc : ~ - n--0 21..._ ~ <0 OJ-c1 ~ h i' ~ll:' - ---, " 1--.. .' r I . , .1 L..J ' _ ___ EXISTING SANITARY CLEANOUT :') i .s;; c' .s;; Q. ::t a. .... ~ o ;,; ~ '" ~ tii ~ "C a: en ~ i z Cl Ui w Cl w a: f5 ~ 9 8 ;;; <Xl 8 <Xl iii f- U w i3 a: ~ ;< - SS - SANITARY SEWER u > a. ~ SANITARY MANHOLE RIM EL. = 88.35 IE = 82.45 (S) IE = 82.55 (W.E) ,r1:B 1-' . co lL. ...l N N PROPOSED CLEANOUT - CO . 00 . II Ii 5 6 lL. ...l II ~ I ~~ PROPOSED GATE VALVE ... b ... PROPOSED FIRE HYDRANT ~ SANITARY MANHOLE RIM EL. = 88.40 IE = 83.00 (W) IE = 83,10 (S,E) :1 ,I il I " -- .. PROPOSED REDUCER ---:, Db- ~ I rT1 ~ ;"1 I 1 I I J 6 UNITS I) I I PAD ~ 81,001 I I ,~ Illll B~ ~ I -l!' l ~ III~ III~ I1II Ift-o I I II.t '~)'~ Wfii"',;' I'~\' :" :"'J' ~;i,,;i)\I::';.'III,!;~::;" " '," .!ii~ ',_i::',,:.;~;i::1 'I,'J.'~ i , "\'~Ii :"!I';"I:'l;"" I~,', '/'" ,', ,,',"1,"".', ,~\1 ",,,I~, ,,_I. I: t' ,.,,.(.: " ",~:'-." , ~,,,: "'~l'I" Bi'i 1;:"~ J -=L -~ ,,7711-1111 ,.-.., I ,I ,.1 , , . PROPOSED BLOWOFF ~ SANITARY MANHOLE RIM EL. = 89.25 IE = 83.44 . c=J 'J L PROPOSED WATER METER L o LJ ~ S=..l.J SANITARY MANHOLE RIM EL = 86.30 PROPOSED BACKFLOW PREVENTER "'~.'" 'I," '." :,;I~;i';I!'I\ m MATCHLINE A-A :.:i~l~~~l ~f~~ ~?,~fi{}:~;! ~:~:~Ii~~ i~;'~ ,~':;il.ij,.'~; \~, ')~~:i,~:;~ ~~,?>}i'II'i' : ", ': l; " :;,r;iA\ t~i :~~~'~'~~I :;~~]\~~'i~: SEE SHEET 11 . .IE ~ 78.,.5~ (S~ E) "'" !,:,.:.,~,~~~i~~~ ~.:,\:' \,,< '(,'.j.~~;,~~ 1"l~~.ln'/ 'l<;.~ft1~' WL WATER LINE S H E E T ,~ 1 ~:';r~) k:'iJ~. i~~.!.~l!li 1>i-~'ilJ\:, i~.I1.~!", i'i:,;&~1 !i~M,l _1'1i 1":I~\if!~ &lr;:!!:H~ it,1""~I~ ~ tM<'ji:~' ~r~'~lI f~~!I\:;, ',~\i7~'> r8:~;r~,:;:::~ im!li. !I:\*~~ 1':,i,~iJi,1 M)~( ~\....:,r" 'T 1_ L .:'52 I .1,1':1;',',(.:;"" it~~\:' :,,' I.':~:~~::iil ~:;I;!*i'l-\, "'/(!;~;~F ., L 12 ..... ~'-" i.'~'- ':'~ I I , N o '-.-. ,~--_._. - ... - ---.- ..- CONNECT TO EXISTING SANITARY MANHOLE @ INV, EL. = 79.80 CORE BORE & GROUT WATER TIGHT INSTALL FLEXIBLE RUBBER BOOT (PLUG EXISTING NOIliH INVERT) -.1) ,~l, I, ~~'/, :'; ',' ~ : ~'j \: I t I~J I - i l 11 ~ . ' t T ';,Ii, , , Ii ~"(Al. iJL1Le - r - " '}Il - - - - - - - - - - - - - 5~8"tnY- - ~I 6' wood fenoe <)' /:' Pp. ,","," .~u~ ._. .. py ,,~.. "'~n,~.._<1I ~_I'~'''~ =--=",,~~~~o._--=-__~~ ~ wm= -'fiJ= _ q I \ . , I , j , i ~ I J Ii: i ~ --iJ,..',! ..~.>J 11- .<0 57 j) 10'~ ts ~ - <11" <<J -.. <..? ~ o o 0:::: o () W 0:::: 6' wood fence -".._..._..._...-...-.';1._..._... ._..._...~..._..._..~..._..._^ -^- e F...-... x ...-...-.'J. -^- "i', , 5-24 ' ~'~"~' >- CD II I, ill , I : I' !l { ,,-II " fI I! Ii \,Ij: " , 7"'5" I r,UB ~ ..x:-..._...~... 44... -{-- -I I I I I I I I I I I I I I I I I . I I I . I I I I I -m- .. I l.' l!) ("' 30"@ 4" PERMANENT 50 LF 10" BLOWOFF ASSEMBL Y__________ PVC 0 0.30 (~) ~~ ~ i ' I , 6 UNITS 2 pl~330 8l~5 5 I IBLOiK ~ ~ I 4 6~~ITS I PA] = 8'fJ.75 4 IBLOiK , \ 01 6 I: j toe of slope 2 o f= 0.. '0:::: () (/) W o - i : ~ , , I'i! ::rr , i 5"4" <) 2 o f= u ~ 0::: l- (/) 2 o U oLJ 1 a" ~ s" ~ 8" ~ 1'" ~, 9" "Ikl~ LJ:I L[) ".~~~ . _ CO 20 ~ :)~IIg-- : (D CCj"1D ---l _<( CD_ 0... (IJ 4" TEE / OUTP ARGEL 88,300 S.F. 9" ~ 10" ~ 7J) UPON COMPLETION OF CONSTRUCTION AND CLEARENCE OF PROPOSED WATERMAIN & SEWER MAIN EXISTING WATER LINES & SEWER LINES TO BE ABANDONED & REMOVED. II" ~ o PROPOSED SANITARY SEWER STUBOUT @ I.E, = 80,85 S" ~ f' f .- 7" @ -.J <( 2 Cl:: (15% <0'2" I MPERV.) I ! W I- <( o 0 6"5" ~ 10" f# l: ~ ...::i ;.j h I I I I I I I I 1 a" I ~ I I j I I I h ..1 ~: ~ ,/" I . 0::. o. ~ , l . v i . I ':. . J c::::=:J c=:=:J c::::=:J c:::::::J c::::=:J c:::::::J c:::::::J 6" ~rT7; ',-I I_:_J 8" : "1<0 l.f I OJ OJ I'--- ({) In <;j' I C/} "I ~ 0 2 @ 4" . I \ ~ 4" 5" <) O:::w> - (;l-OZV) 9"12" @ <..? 2 L{) L{) f= o 0 I- o I ~ I -.;f- 85 J :;> D::: ~..-- 0, 0.. z CO . o 3co~-.;f- 0 0::: CY <cO 0.. LL 0 . .. . <)5"5"5" 20 LF N 18" RCP 0 0,25% STUB OUT EL. 82.75 14 U~ITS 1\.\;, 5,690 Sf PAD =188~15;j ~Lock 1.5. . .'. L.s, U I E~ENT '__ DEDICA TED TO CITY ...::: ~ - ----~LliA~Arra________________~ 14 U~ITS I ~. 5,690 Sf PAD =/ 8S~~0 /j ~Lock 44 ill 4" <) II" 7" ~ ~ w ..-- 10" ~ I 10" ~ 10" ~ ( -.t- .-..-' a::~ O~'0 '-..1...8 ~ZN <(QI- (/):I: 8 !!! S? L.O o:~~ Own. un.o wzu lD~ """, I- I- ' o-u z~~ >- I- ' <(::><.:l i ~o~ I(/) F: eJ " ~~~ I ~0(3 n'lo w li:! ~ pe (/)0-0 ce w a I F:~~ , ~---------------- OJ >- '0 0:::: <D <( 2 ~ ::J w 0:::: 0... ('I I , ~~_!!!lll'C,;,~QlIIC:~,~::~.~-5~_:',-~""Jo~~"':~ ..~"m~"'Il:u'lli2'~!~~:--'JIilll~'~~.~.__~~_~:.~~"u:~,:~._ / . <::l, 6" WATER MAIN TO BE ABANDONED & REMOVED , \--. .- ,b"~/'''''' ..1 L__._ ------------------------ - PROPOSED LIGHT POLE (TY?) 4 PVC DR-14 WM o --',"0'. -M-' - _/.u .:.'...=..:.::.:. /h'-)0:-.~::....,J.~;-.-.~... chain link I'! . " :1 iI: ., I 6" wood fenoe ' Hn' fenoe : , .,,' I ' 6" WATER MAIN T BE ,.'P , ; ,.'" i : 6'; lhoin Hn~'. '~ ABANDONED & REMOVED i I I I : I: . . - .....uo;-.::~ - - -uo,_ - + - -uo,- - - t -uo,- - - - ~uo,_ - - - -~o,_ - - - -uo+ - - - -uo,- f- _ _ -uo,_':": _ _ -uo,~_ '~!\~':,L'.' ;~:r'~ i~ I~ ':'. n:J ,~\ .\' ,~.,.' f,'; C.', ',/- 1 " -d./. ~. ~. 0:::: o ~ o w ~ (/) (/) , . , ' , 1 , " Q) 0. o ff) (~,;-"\ , " t __-.1.. _J' o (j) o +" i'! ," '); ~ t!) Q) a; Q) Q) .~ .~ ~ ~~ li.i....... t1J .~ ~ ::::: Q.) t1J E: ..:: c:: Cl .~ t!) ::;: a;~ c:: c:: t!) ~.... Q.. ~ Q) .... .... t!)~ ..... ~ Q) ..... Q)~ .~ tl)Q) ~~ <.l :;::: t!) .~ 'ti <-..'l c:: t1J -..J CONNECT TO EXISTING SANITARY MANHOLE @ INV. EL. = 78,30 (PLUG EXISTING NORTH INVERT) ~ (.) --J --J "I '.D ill '.D I o 'f o"lCXJ ~COr--.. '.D QJ 't" ~ ~ '" 1". ':J ('.j F Vl 0 I'--- '.) D '--' u -6?;xci1 o .., 0 C o ll..._ lL Q) ct l._- 0 ~ ~OO{J Q) .0 L[) . .-- \0.... en ~ 'i 0 I <: Ll :r OJ ~ oti?2 o- r-') 0_....... "I CL I'--- N r--.. _,l_.. I L L l ~ ~ ~ (n ..... ,) )/ , i III ,L, ,I ii ,! , I '. ! i I: " i' '!]I I i"'i\ 15' UTlL TY EASEMENT DEDICA TED TO CITY OF CLEARWATER '>-<,' I~ I~ :~ "'0 I. 0" ,~ 'l~ 0 .10 ,~ l:Q I~ @k i~ , !~ ,I ;1 ! ... <C a.. :E <C I- , I I , j l_ L ~~t:=:J<<==:J~~ 5-2 ;,3" ,I: ~ SANIT ARY STRUCTURE CHART S:=22 SANITARY MANHOLE RIM. El. = 87.17 IE = 79.11 (S) IE = 79.21 (N) IE = 79.21 (E) I L ub (/) -~ ~I ~(f)m"'" Iz....o..-~ I ~ N II () r-r) 0 (D ccf~ ~ r- 0.. 'u l__ 1/ l~ i UTILITY LEGEND ,.- () oLJ J.JF S-17 SANITARY MANHOLE RIM. EL. = 88.35 IE = 81.43 (N) EXISTING SIGNAGE EXISTING UTILITY POLE EXISTING GUY W / WIRE EXISTiNG WATER MAIN EXISTING SANITARY MAIN EXISTING OVER HEAD WIRES EXISTING CHECK VALVE EXISTING GATE VALVE EXISTING FIRE HYDRANT EXISTING REDUCER ....LL. . ~>>.J~', ". V'l (l~(':' ~ <1 (-; [}e,~) , 'Q) wood fence ill co. -~ I S-18 SANITARY MANHOLE RIM. EL. = 88.51 IE = 80. 1 3 (N) IE = 80,23 (S) wood fence u --wn1- J I ~ w :E o ::r:: m ~ ...: s.s ~ ~ .~ ~' ~ ~ ..... ~ {; ~ ~ ~ U; ~ <Il ~ ~ t::: ::... t::: !11 ~ o (J S-23 SANITARY MANHOLE RIM. El. = 87.25 IE = 80.67 (W) IE = 80,77 (E) S-24 SANITARY MANHOLE RIM. El. = 88.10 IE = 79.65 (NE) IE = 79.55 (S) '- son - NO CURB WITHIN TREE CANOPY '''fJ .. ,.. - *'" _. .-.. - , ,x. '., :~:~ :~~' ~~;l; ~~~~O~~~E (~) :'/~:~:{ , . :(~;i'J:: ( : ~['." 'f'I" ""'-ji'''?-'-1~ ',>>.):': t: .}:. '?f'l' ,,; Q) ",J:', " ~',",t< i" I U ::;::M,"', ~ii,:r: 'I: 2 .':",~~;J" I~ ':1::., "":l fj~ '.(, .:'-' ", , I :{, ,0' ii,s :j:~~:~:r ' i i I ,g ~~ ~):-.~.~..7 ~- .. ~ I () 'f~>:' :tl~: ,i! to ,.f.. . 'zr. (.\, t ) ", . -II' I I !>;~<< '~I :r:::.;:~J " 'j'" . . '.l' ".. I 1 / ...~ :. ;.>>>. ,<L - , ..' :>',Jsi;;ii . i" I ,r" .....~, ,}'. t\1mfJ- '1::::/::~~+'--11 r :!>::::::::lrr>/qi~'> . Ex, Fire HY9rOIlt. .1.,,)1"" .l".' , ',I ',I 'i:,:::<,~tf~"~ 11_1 r..' ,'.''<q p r ,I .~I}t:-jS'.l.\L7'-ffi',36 ... h".....:...~~~;..{,"__.. I~ ') 1~'V ;: /Sl~' pc'." ,""~' .'~ "~"''',:J' ' .~, ",J>::<?1:t 'i -I' 'f.' , " ' ~ " I ,',v',';'-( ; ~ I . , . ',',' ' . . I ~ I · : ii f6'FU ' :: : I .t",>..,'.',l i' I ~ ~ ~ ~ :,. '> : : ~: : ~ : ?: ~: I II i ;j:, .(>~'>JA 'I i (I ~\ ~" (\<:WT I~ I I' f'-: -<',-: .-11 :, I ,. . ". , . ,',' ',- < 't' I 't ' '.', " ',' /j' I . '.. .r. . "'I ~ .... I -:'.' .' ~ 'r r/ ; I' I L.F, '<,,: : ' I i:<> :.':;:; I '" ~: (-::;,:::/,:~ ' 1 i " '::'-:,:,:<,;H I 'J I t';:::>:fi: i '1! ' , ..':-:: :J: I I, I _' rfi,i~\1:' :t ~'t(: l~:::. II~~~I' I ,!.;:,:\~; i'':-'"I, ;;!i~',,\, ~~;~\~;Mj r;:~~1f ~!:'W;\'.\t~\ ~ ~:,"<.:;..".'l1:\,41,~~ ~ ."" 1''' I I' t,:-: -: :~:,>..-: ~ : I !, ';IY'," ".', 'I lo' "C','" j 'il ~,'1. ~.,'.','.1.'~ f 1 t~-::::-:<:f I. ,i t'J 'ii ':::.:':::::t ,i". II ! 1 :'--':11 . II g :>i' i I ,~ j , , , I '.D ":1 i, c I 5" . f '.~1 :,:';:, I' ". j I ..' ~:l i ; j i "'>! I ; 1 ',' I S-19 SANITARY MANHOLE RIM. EL. = 88.75 IE = 79.45 (N) IE = 79.55 (S) S::2.Q SANITARY MANHOLE RIM, EL. = 88.20 IE = 78.93 (N) IE = 79.03 (S) S-21 SANITARY MANHOLE RIM. EL. = 89.20 IE = 78.46 (E) IE = 78.56 (N, S) ~ c::::=::I~c=:::Jr::::=>c=:::::l 230.00' N "f · -' -' (,L oj. / " y/ .cJ- O' ~ SCALE: ," 40' 80' I if ~ ~' .~ tI') '. ~ ~~ f~ ~ ~ ~ .~ ~ ~ ~ M I , , ~ .~ u d ~ , 1!il!Ifj II) ci \0 u > Q. l> 15"16" <0 toe of slope 40' 8" ~ o EXISTING BLOWOFF EXISTING WATER METER EXISTING SANITARY MANHOLE EXISTING SANITARY CLEANOUT SANITARY SEWER .... :;:, C ';(:.10 ~ (J " w C - en >- a: I- Z ::> o (.) u.. o en a:: o z <C :E w :E o ::I: Z 3: o I- __"n i ((0:t ~IT . 8 (/) L() 1'-' I- . r-r) -m ~ :) () 00 ..;t-<(---l IJoCD Q) U c ~ , I , o .~ <C C - a: o ..J u.. ~ c SS '15 /:, -5 ;1 to iI: i: I II :1. I, t . ' 1 L~ 1 ~ ,A-- ,'? ' PROPOSED CLEANOUT PROPOSED GATE VALVE PROPOSED FIRE HYDRANT . CO , ,',: !' ! i -18 I: " ~ , i ... , ! ! : i r"\ 'I'~ . "'II Z <( ,i ,OW .i;o..cr '. :.i'! <( :il,iJ: (/) . "lrZW :'1;10::: 0 cr , "I ' I,OI--U ;: ::;ZZ<( , ;"0' W... ., "", I-- '" ....WW""-: (/)cr~ o 0..1-- OW ".-2::'3::,. ~ : ! i ! ! I i II! ~ '"I' ,:",. ii' : : .1', I ! :!:! ... H..., l' ! : .. PROPOSED REDUCER PROPOSED BLOWOFF ... a: w I- <C 3: a: <C w ..J (.) u.. o >- I- - (.) . -.~ i ') / , .~ I' 0 (J) :~' 'T1 - ' o c;-- , r < :Tl 0 [' ! 5; m <, I<(J)~ I~ ~ ;: I D i ... - t- - ...I - t- => . " 1- L~ ~tDl~ m,.,., . CO . ~ II () o oc5l nl L 1 ~ ,~L _ _ . c::J PROPOSED WATER METER PROPOSED BACKFLOW PREVENTER WATER LINE . 00 u.. ..J o v N ,II II: IT I , ~l 4'. ~;i~ J .c) '-' ') WL :' x::,~it!(~ :(' r-)!~ c;~]~ ,.J' 'i: , :(10 p("~r (, It;, .L\tI,l') ~-J,;: t.r-:,:>-:- t (( t C.. Tip\,j ,,~;..-; i '0' \1";.' rJi ion, " i , , i .c c' ~ :i ll. .... (') i?i .. ~ '" . ti> ~ "0 0: rn u.. ,;, 8 Iii CD Z Cl iii w o W II: <5 3: 9 8 CD CD 8 CD fil >-- <..l w i3 a: ':!. ,;.: 'i . : ,I UTILITY NOTES. 1. MAINTAIN 10 HORIZONTAL FEET BETWEEN SEWER & STORM PIPES. , , , CONSTRUCTION NOTES. 2, THE LONGEST RUN OF 8" SAN SEWER = 292 L.F. iW~~i~J"- !'~'_i '.l)i\ f,h, :\1It ~:~~\~ I~~~i r(".~~t.~i~t\~ ~~~tm I, ..... ~~' !~"~IfP<: c' 3, WHERE UNDERGROUND WATER MAINS & HYDRANTS ARE TO BE INSTALLED, THEY SHALL BE INSTALLED, COMPLETED AND IN SERVICE PRIOR TO BUILDING CONSTRUCTION PER NFPA 241. . . , " CONTRACTOR IS TO APPLY CONSTRUCTION METHODS SO AS TO PROVIDE UNINTERRUPTED WATER & SEWER SERVICE THROUGHOUT CONSTRUCTION PROPOSED SERVICES . AND/OR RELOCATION OF THE EXISTING UTILITIES. --.1 "'t: --::-.;:::. 'I \ 'j " '1~r,,~": ~!'tq ',ld""..\~ ~:tr,^i+....,.j -+- MA TCHLINE B-B ::t'!P~,:~:J ~w~r!:~;H ~~'t,:~~;{ \ '" , , . ').l;" ,I" '%; ':1.11 1.i\;'!OiJ' ~\,;>:rz' HJ~~~~~ -::- >,I., I"...".: r-=- L_ ~I~ ~~IL 0,.,., , m . ~ II U o 0....J1 'lCD L --I~ ,;,L_ 4. CITY OF CLEARWATER TO PROVIDE TAPPING SLEEVE & VALVE AND PERFORM WATER TAP TO BE PAID FOR BY DEVELOPER. \~~'~': (:,1; 'i.ll, . , I I. i: I~ I: I i ! I II I. ~~~: 1t~~ ~ ~\l;,~l~:,~<<r~ ( 5. REFER TO yROSSING CHART & DETAILS (SHEET 11A) FOR ALL WATER CROSSING DETAILS. i\i:'~~ ~~~~}i l,\i)~:1:;;:^ ~:~"'11~;: b~'~~f.;~:'~ (\r.,~!:~:;, ;,~,:,:';;I.I;~';; I", ,l:- \..~;, t{~~~(;! r~':'i\~~K~I~;. 2 3 6 UNITS 4 IpAD =' 88.501 B[OOf< III ':J t- ~ I III I I~ SEE SHEET 12 6, CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS, ELEVATIONS, DIMENSIONS OF ALL EXISTING UTILITIES AND SHALL NOTIFY THE ENGINEER OF ANY DEVIATION FROM THE PLANS PRIOR TO PROCEEDING WITH ANY PROPOSED CONSTRUCTION. "" .:-", 7, WHERE UNDERGROUND WATER MAINS & HYDRANTS ARE TO BE INSTALLED UNDER PAVEMENT DUCTILE IRON PIPE IS TO BE USED. S H E E T 13 .: i; ,i: 8. WHERE UNDERGROUND WATER MAINS & HYDRANTS ARE TO BE INSTALLED THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA-241 N o - I "I C,J I ') " ': \ II ;'11 I", i:! r "' '" ,I,,".t "/,.!.t.",' '-'I h p '~ ~., ;,( ,~)~::,~;}" ':~.,! " ",;;' , \ :~. ,I' :;~ ,:; 1, ~), ,,' ~ ~ 'I ' . I', .1' ~< Ii" ~.~ '.'" ., ':', ,'- .@ ~ I " -I ~~ ~~ ~ " ,lt~.. --'---1 I I I !l~' I I-I l,,!! I 1 ~;f'~ I I ..!!l I - I 1- :I I ~ -, I 1 I r-I I I I-I I I I ...._1 3' -=- --- -rb r 1---- I ,e:1 I I- I I L r-' r-d-I r----I cJ I 1_, I : .,11-' r -I I I , I I I 1 1 I I I I I i~1 Ii 1 \ I~l: : 1 I I" I I 1 10 III - --~d-J- t-~ITi. : 1-'" ~"- ,\_:"1, I I, 1 ' I ~ ' " - ~. ~, t .~ ~ " ,-:"'f...' 4- ""t ~.\. :'" \ :. ~ \ \ ::: ,~ lll-, -"I I I I -l I 1 I - I I t I I II -I L_ I I I -- I II I It ,I I I " I L_J -- - --- i. -".- _~__~ ~ Clo___._ ~ ",',. " 00 'j~ ~/ 1-' , l_, 1 H~ 1 I _J 1 I I I I r- 1 II ~ I;, , ~.J I I d i - I 1 :;;1 (- 2~~ \ I --,. I .~ '! :: ! !: :- (. ~ <'>, ~ 1-----' I l_, 1/ 1 ~_- .;. " :: ,I. '. l ~ ~ ." .' \':"1 'I'.... ~ r--' ,---- I~~-''''\:\:''{>> '1- ,-__, I l_, I 1_, I ~ ,_r" . , I I ~ I f 1_, I :"" I~"/ ~ I I I . I ,-...:, I ......... I [-I I I I~"f I I eL I I II 'I ,I 1\ --.... I_~L-:----l' 'Ir'J l I \--"1 I '1 + lI, J ) I \- - -I I {-- I I ~, I I I I ~ I I ~ I \ __I ~~._ -- 0 ~ -------1 II 1\ I I I ; --______1 I I I I ~------, I : l~[ 1 II ~ J g~~9 1_1 -j"' S S~~ ~ ~ L~ ~_____~-- -{)- . - tl 1\ \ 1 1\ I, I __I I ~ ; 1; --:......r-., ~ ' -=--~- ..- ...J'lf : I ,------- ~ II , i" ! 1 I I, J 1_ I ;;-:~~~;l ,,~I,r . ' -------1 ~ ,-I_I ,---I I I "I I I I 01 I I 1-- --' I..! '-, I ,', I I I l\;t 1 \e, I I II LI~ - -J..;i - - .L.,I Ilii: ~ ,------ '0- f I I ---, I -- r-~ L, '----1 ... ~------ ,----, "r-~ ,--, ,,J ~'J -------, 1 1 I I I 1_, I 1 1 ~_I " I 1----1 I , 1_1 ~ ----- I I I I I I I ~~ I -~ I i! !a.:.: . {~ i!, 0 -\ \ II '- ~ ot,',' ~ -- '-, ~ = \ J. ~ ~ I ,~ !i~llll of ~ ~~ I; G-!I e 0 0 __ [I \,1 I-I, $, 1-':" I - .., I I '. I ,-~ , -:;- '---'1 I t-----' I I 1 1 d.-I " I ' I - - ' I ....1 . 0 I , 'II ~- I I I I I . I I J I I , 1 , e"~ - 'I Il~ I ", ~- ~lL h ~-H~ ~-iJ t- L ._i"'.. 1 f...l L ~ , c ..--=_=- ~j"t~ ~.:r- ." ~ ~j ~~ ' <", 'TJ "r----I I I '-I I I I I I_.J 1 ,..-\- I I I , I I 1 I 1 r-J .;,;r1'.,.._, I I \'Jp I_:~. o I I I - .......' ~, I , I 1 I , I I ) I L-1 'I' ,I 1-- 1- I ._'1 r--, 1 I , \ \ ~ e ~ -, ,'~ {~ ,,~ "l, f r I · I I --, I 1 I I 1 I I~ I- I I I ~ I o I~ I-oJ f~ I L_ I j I L., I ~ : ~L, : ~II ~ ;... .. ' I 1 : l__, I , , I ,I r I I L_I I __I . , --, I- I I ~.J I I I ---, I I I I I , I I 1_, : 1___" 00 0 0' \ '-_"I ,I L_-1'1 l__, ! :: ! II : I" ,~ i' ~-III! : I":, f 1, , I II I } 1 ."t', ,4.-c'. I 1 ;.h l' "," '""",' I j... -J AS,..,~"'" ^,~.f'- ~ J ' '1 , ""lr-' -'tr1!l! ,I~' ",~ . I , r I --; f I 1 I ~ _J : I 3~,1 ~'~I \/, I 1 II 1---1 I 1 : ,...J I I I I 1 I I IJ '---~ I I I I I ~, I . I I /- -D?j--- ~I I , ~ ---I I I 1 I ,-I I,{ I , I 1___1 I I L.__, I I 1 I I I L____J 1 ~-I ~, I _I I I I I -'r'1' \ ,~r {I 'll'"' "' .~1...~ .~ p;,,: . ~ a:~ ~~ . .f:!..,er " " 11" " " ~ '. .; ~ " LAW8JtROAD . "C > t' ..,. - "',. . I ... ". _,_'ii, \'" ..: " ,~ ,)j ";.... .. ~ ' ~ <i- . ~;. "'. .~ ~ Jj ~ - .*.... II . 8 l! );~ . i- i''If ~_.. rr .',. ~ ~~~. r. . ~ ~ . JiI,......, _ ' ...._ "~",, !if ",'\; , ''''o:A. . ~ it" ~A., I - JIt l~'" iii~f OJ ~~ :H~. ~n ,~....~~I'_..~tJl.~~; ':"1 ~~.1 '1~ ,'J' - t' :">l' I ' 'I I I ~" ... , [1'1~~ r: :r~~ ., ~ ~. . )' .~ .~... rtr.' ~. ~d .,t;Jl" e _ ~ e g.,: , '," '-'1!'!lf" ~"!' ~.~lit~_~~:/ ,\. " "e ._~~f_ ""-.. ;1::.' , 't - ,,'. r ' ~~i~ g 1 :' . " i ~. .;' . -..~,. ~,., -:..' '1 , ' ,'r; ',' '..' . . po ! f. ~~..:;. .,;-". ;0;'; III ;; , w:~ -~ ! ! i! 'i'J. '.' f . ,~- " I I I 1 I .. \ ~ t, \11 \ \ , \ "I \ \ \ \ \ DEIIOLIT~ON NOTES , , , , I' , , , \: : , ' I',) \ I \ I " ' L \ , ' : ~__1~- - ,- ,. ; 0' , / \-.- ... \:') ~y~: \ "'0---. " -;,':'~:" e '> .. " ~ l ~ / , .-: -;>' ~ " ,. , 7, THE "'.cO~T~ACTOR SHALL COORDINA fE--THE ~...' \'", "'- -.:..:r.""-:..' ~"'_ 'REMo.VAe/RELOCAT!ON,o.LEX!$II,~_G J1J.1!:-:ITJ~,~_ ___, '._ L- THE ~W~~~ 0: S~IDR~TILlTY, THIS SHALL I l~~UD,E ,.. n' , -- -~'POWER AND TELrPHGNE. , '" J, " , I I I .~. , 16, ALL ON-SITE SEPTIC TANKS TO BE PROPERLY ABANDONED & REMOVED AS DIRECTED BY CITY OF CLEARWA TER. cO n ""/' t-(f ~' ') f' ~ i1! '" 0> ~ "C 0.: (IJ LL oJ, 8 iil z (!) Cii w C w a: 6" ~ c ~ ~ ~ Ui >- &l a ~ >i. ~ , ~, 8. 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, ,J \ 17, ALL DISTURBED AREAS WITHIN RIGHT OF WAY TO BE RESTORED AND SODDED. e g, -'-____'-;1. I r I I .. " I I I I II I --, 1 ---, ~-L_I I 1-, I ,I II I 1_ III I I I : : : : ,_J : ,--' \ 'I ..~~, I I : : :- : I : l_: 11)- ':'1 I I I' I ___.J , I:J I" I I .. II I I iSI ----. ":'-11-~ 1 t__...! L....'.,., J ~_--, _-_--. ' .'f! Jl!I~ -- ~~"12J!_ __ un. -f~ ~ ~ S~ lJ - "'-~-r,! .----, ,'I ,---, I ...;;, '--I 1 1 'I --- I , ,- r---, ,J- ,___ , ~" -------, ',0..... ~~~ r---I I I , I I I I I I , ,-, 1 I I 1_, I rJ , I I l_ , I I -, -.., I L__-1 I I -- , I I I I I I 1 <\Iq' I 1-, I L_ I 1 I I 1 I 1 1...:- ....,--1 r, I 1- r- I I r- Is. I': ,.:--, -' I ~ .. --, " -'..,., _l . ,", I ~ "'-,-- J ---."~" r----' I I I , 1 r----., f 14' -- I..' i. -r, { ~-;-" ' ' o ~ L~___ ~ +" rr----~ .. J' 1 .g ~ I I ~ I L .1 ~L.__-:--___ . .. ., e' , If .~ I I I 1 I ---, 1 I I r--" 1_- I I I 1_, I I L, I ' I"" -' ", 1 I I '-.J , I, 1 : I I I I~J --- ---.... ~,---__ I , -, L_____~ I I 1 , I , I 1 I I_,_J I II -, II L, 8~1 I I ill ~ ,_I 111_ I ,-~ I U---I . t ;:~ ~' .; , ~ ~ J!" r! ~ ;~ ~I ~>~. ..} ,. ( ~'r""~~~, " ~' b" c; """ f' " , Ir '~i..t., ; '.1, I " \, ~ \ i, ' I 1-1 - - , ..'.... I .. , O'f; r--I 1 I I ---I I I , 1 I , I 1 I !' l-..J 1 1 1 I ~--i : ~ I____J ': '.~ -; :~ ~~ '!' , , ~. ~' ~ q,..-- r . ~ ~ ,11 . l! '!. I ,. !' ! '" , " " .f:' 4' 0: !'.":~ i! ! ! 'i ~'r .~~ ~: ,--"..._----, 1 11:1 ' ,,' J ,.._J " " I " ~ !' It r"~~ ~ ~ It "'-"' "" '"$."" ~~ a/I ~ I!P.:lC to .. I~ . ,~~ F~ ;&~fI'l: !'~ '~ (...' j ~~:~ " .," , ~~~ : i I I \ I I I I!'" ~ ...r 1"", ',.,....,~ - - - ------..... --......---- j ~ -____~- B"'> Of' 'i:t"l i!T'" .... -....-- - f ~. ~' II e' e' ~. E' e -. .. I:~ o 1:5 ~. .' .' 1: -: ! ~ !! &~ . -----'l1~ , _____.J · ,.--...., I I r---i :-----1 I --., r L I II I-.J --1 - -,----4"., "'~;: l__J .... " .; rI . ~, r--, " ~I 1__- I J -----, 1_- -...._____J ---, '---I I _I , I ~ r I-----~- L___ lI, $". 1------ -----I I -, "I I - r..! 1--1 I 1____1 __-I . ~ '"':-----' ~ ,--, r-----I I l___ -- III -- 1- ~ co ,- 1_____ 0 0->&1 __....___J 1----' -------, I 1-- , I ' '.." I _____~-~[--t____ $~ -------, I '---~-l ~ I,_~ I il~--- I I, ,r _______..1 \ -l;~.--...,. ----, ,..---..., , -I '-__ J_I '-_ r- jl '* ," 1_ ,-"'1;""- , ' I I I, I : I L, -- l I I ", ,I \, ,~" L, 1__ "~ i .t-,'" !'.. 1" . -~ \; ~ ~ f.. i-~' . ' l ~";l("~~' ~J ' \"1".~ . l .t ~ " ~. _ _.., I ,. ..r""- r . ..' . . . __"" _" Il.... "'__ _ , , !" " .,J.., -. '1 ~ r ., . .~~' ":'..,.....~:~"\' . " ~ l I \ I I \ I I I. I I I I I \ I I I \ I I \ \ I '< I I I I I I I I 1 I 1 I I I I ~ :," '~ r, LJ , Ii ,,' c/ \....\l ~-,"'..\ " " ,', " \ \ \:, "./;-~-.;:..j \\ ~ :tf1 '. ~C---"C-" ____.d. ,~~ , \\ <":oc.. .., _ ~J-' -r-_ ''''," .. ...-e ~ ;: 7' , . . - .. - - - ___,___, __._______._______h__________ ;;' .. . .. .... ,,' . \ .. " . e ;".. !r'~ ~ ~ . . ,"!."hi; ~ i:'\ :j~, i~" !!, .~I!'f. ~:'~ 0 lr !!" , ,. " r-- lI" I L"":J" I r" 1 _J 1 1-~.e1 I "I I ~.., I I", I ',I , I I I I- I \ r- I I r-- I 1 f-- I I f-- \ I L I I \ I I - 1,~ ,\ ~. . -: ':' ..., . ~', '" , \, "J .110..-____ -0-- - -- ---~--- ----------------...- '-.~-.- '--U---'~.~ - - ..--. -,--tf------c--' - - ....-- -~: : - ..------ ~-- ~- *-...... - . , . " "~-~~.-...:..~~~.~'-~~".:::.-:-::.....~ ~ . -=. '-- -...- t - ,'. ' _______~. _~_._ ._~___._____._h__ _....._._____. _ __"'__.___.~_- -----------"...----------'-~-'- ~ >~:1 o' 80' ~ I SCALE: I" 80' 160' I ~. .. ~' .' < ~. - --- - c' .' .. , " ,,~ ~. ~ .' --r-----. ~ -- .. t \" \ \ ,~, I ~ \ I I J I + I \ I \ I \ I ~ I \ I \ ! \ I \~ I r I \ I . ...,;1 I \ I .~ r I t" I I : '\ I I \ \ ~ I I :\ I "., 1\ 'I ....... \ .,.,'" I ~ , \... I '. 'I ! ~ t' I ........."'v.,\ I',!f \ \ ... .,' I .( ) \ .......' "'/,'~ I I (~~-;,/...~ ," I \ ~ I \ I ' ,," "," I" I ...-;>-!"'\ 1" I Wi "( ~" I "a. c' '" lI" I _\ I I ~;' " ." ~ .~ i ~ '~ " I ~. i L ! .., A-.- -- '0 ~ ~i --I ~__ r ~-,.. f - I I 1 '\'---4 ;fi' ,1I'--r iD ~ , ' ~~ L~ ~"'" I -L___J-..I ~o, r---- I ~---I I I- I '--, I I J rl ~ '-___I _____1 I , ~.I ..'1 'I -, I L_____~ '--I I I I__J !f"-----~, I~ 1 I I I I 1 ~J 1--, ...-1 I " I I 1---' I --, I -I - I ) ~ \ ,. " ~ { ~ r---- ... I " I , '-__I ; \----- II r- \ I , L__..! r-I I ~-I 1___1 II --I r- L I I I \ I I IJ ~ L_____ I ~ r----- ,. : J------ L____l" ! ;~---.., -I 1 I ,." I ,I L- :' , ,~~:i~~: '~ 1 r- , I I.. ,-__J ~ ---I_- I I __I ---', ~, ~ i~ ~. ..~&: -~ ~~-~ J< ':, ! I ~ ~ ------'-- _ _ ~ ~ ~ ~,_._______'....:..".::.'~ ~ ~ _ _ _ ~ _ --+- _ _ _.-J ! " DEMO~ LEGEND ... ..-..-1-.... .__.~___';- ....... --r-:-~....:.~:~...-. ..~~_-::;_:::~~, :_.~~:.~',; .....;:..."f. ~.T ~t~-.". .,. .:::~_...-:: \ '\ ./ / '1 .. -t , ".'e..:'.. , ,:; '11' :~~: M~ ~' ;,r. ~l~ ,''': ~'rrT.',~",.~'~ \'f~.l :" ;'\:t1+l;,..,~ :' '1. I ... I : \ ~"', -'I.', ~ \l It, I, r f " r t.. ~: ~ J ' I:' I" ~ ~. ... "~C-'~--~~ ---I I -, - , , I , -.Q.... a ..,;.- ...0 ---~. ... "" M~\R ] n 2005 >- m <.) 3: o o Ct:: o U w Ct:: 16 o i= 0.. Ct:: U (/) w o z o i= u ::) Ct:: l- (/) Z o U o W I- <( o -.J <( z G:: (J)a)r-..LDuJ<:tnN~ 0 Z o ill 0::::1 0010 ........e:g ~ZN c(QI- VlJ: OVl<.:> w-- a:~~ OWQ. <.)Q.O W <.) (IlZg I- ~ ' 0-<.) Z~~ ~ I- . c(::><':> ::Io~ Vl~ffi z~~ :5 G Q.8z WG:W Vl-O w~b ~::IC( U ...J ....J .... <( c.. :E <( t- I UJ :E o :::J: m ~ w c - en >- a: .... :z => o (.) LL o en a:: o :z: c( :E .... w :E o :::J: :z: 3= o .... S H E E T N o a::W>-{fI-0Z{fI 0::: w o <r~ ~f- :;:;;--:> J o 0::: 0.. l.() o o I *<r- ,<X) o <X) 0::: 0.. <.) Z .q- i= o l- I ~ l.() Ct:: N W I 0.. WN 0 ~o o (1) 10 <D >- n::: <( z ~ :J W Ct:: 0.. o (1)~ ll)Vl ~ go:: <> <D ::IW' Z W~ Z '01/1-<.:>0 lL! <':>ZI=- ..Jl.. ~~~ .::l ZO~~ w ~wzo ::IVlffiG~ ~ Vll-Z::> I-~~wc( ....JwOa... ::I 50:::;0 o c( ~ 0:: Q~ c( c( :t. (Il <.) 0> G: ~I- r= o 0:: Z ~ CI) CI) ~ I.... ... Q) Q) Q) .S ,S g> ~Llj ~.... ~ ,52 t:::: ::::: Q) ~ E: I-.: g ,!::;: CI) ~ ~~ t:::: t:::: ~~ Cl... ~ Q) ..... ~~ Q) ~ Q)~ ,S t:i)Q) ~~ ~ :-:::: CI) ,~ "t) (.) ~ ...... c( C - a: o ....I LL a:: w .... c( 3= a:: c( w ....I (.) LL o >- .... - (.) o Ct:: o lL. o W ::) (/) (/) N LD LD LD i On<:t ;:?a)~ LD OJ <:t ~ ~n~E VlOI'-O :g------u U L X ~ o.2oc OLLLL<lJ 0::: ~'O~ " 000 .!!' -e ~ :;: ~ 0 I " uIm" o E ~ 0- nO~ No.1'- N I'- <lJ I- ...: 'a; C/) ..... '.... I 1. CONTRACTOR TO pEMOLlSH AND REMOVE ALL Q, THE CONTRACTOR SHALL BARRICADE llHE SITE AND IMPROVEMENTS WITHIN LIMITS OF DEMOLITION SHOWN GONTROL TRAFFIC PER CURRENT FDOT T~AFFIC CONTROL UNLESS OTHERWISE NOTED, STANDARDS, I 1 I 2, CONTRACTOR TO ~STABLlSH AND PROPERLY FLAG ~O. REMOVAL OF ASBIESTOS CONTAINING ~ATERIALS SHALL PROPERTY LINES PRIOR TO DEMOLITION. tsE IN ACCORDANCE WITH THE REGULA TORY STANDARDS I .A1ND RECOMMENDATIONS OUTLINED IN THE! LIMITED 3, THE CONTRACTOR SHALL UTILIZE SUITABLE A,SBESTOS SURVEY R, EP.oRT PERFORMED FeR THIS SITE, , EROSION CONTROL DURING DEMOLITION, SEE GENERAL , ) :1 NOTES AND DET AILS,I 11, REMOVAL OF AL,l Ef' I:STING WATER METERS, DOUBLE * q,ECK VALVE ASSEMBL.! S. AND GATE VA~VES TO BE 1\ '._ 6is~~~A~O~;R~OD~~tu~6~O~~:~~. FOR THE '" g~~~~~~~~~~:T{:hHE~ATER. UTILITY :C,ITY. OF "'.. _ ~~_...._~...;.~............... tf'"l -______ !:f"'---'" 5. UTILITIES TO BE PLUGGED SHALL BE FILLED WITH 12._ .CONTRACTOR .TO. COORDlNA.1E-,R-EMO-VAh!REbOGA TtON,...QF- --- -.. ' A MINIMUM 1.0 CUBIC FT. OF NON SHRINK GROUT OR "EXISTING POWER POLES wry, POWER UTIliTY. ----""-----'-----tr n_____ . ~t Q'H~WIS~ ApPROVED BY ENGINEER. 13. REMOVE AL~-- ~'~~'N'D~'~I'O~~-- ;~-~~-I~~I~~~ _~.~~_~;~~n .- -"....,..--... 6. TRE9-'S S~bWN TO REMAIN SHALL MAINTAIN POSTS TO BE DEMOLISHED. , PROTECTIVg BARRIERS DURING D~MOLlTIgN AND_ _ _ _ _ _ ___~ _ -'-- _ _ _ __ -'-- _ -'-- _ _ _ --'- - ---'- - - - ~- ----'- - ----'- - - - - - -"- -- ---'- - - --.;.. ----'-- - --'- - - - ~ -'~';"~-~ - --CONS1~UC;i1~SE"'BA"RRTrnS SRA1l f3E'll\J 14. CONTRACTOR IS RESPONS~BlE FOR THE PROPER ' ' . . ACCORpANCE WITH CURRENT CITY STANDARDS, OFFSITr DISPOSAL OF ALL SPOIL MATERIALS REMOVED FROM THE PI3_QJECT, ~IIE, CONIRACT08_ ,SHALL _C,OORDINATE WIT!:L . ~~';:'~C~i~~~~ . UJiflN~E~;~_~E~:. 0'0 SPOLL__h'~c,_,'o'-:, .__~u -15.nAlLEX4ST~G. -EX,' fAL..SHAl-l:.BE ,.. l.. . -- , , ,--... '~----'-....- ~ REMOVED FRoM THE PROJECT SITE. ! , :' ; .. · ,.... · · ~ 'I ~.J ~,~:it:';'{I:- r" .~! ',r~ .', . .1\~~ ! ':;:7:J:.f.-:/;, ~'~--;~~~:'" -'~-:':~r4'.. .. . "'.' "-.,'1 It ~ ~~ e : ' I : f I '! I , I ~ I I I- I I ~ I , I 1'-" I """1!"" Q --~" I I , I -1- " ~. ~r L.. .l: ~ c:: III ..... C/) Ql E: III c:: ::.... c:: III ~ C o L.. ::l C ... :z < ...J c.. :z o - ~ - ...J o :E w C ...J ...J < CC W > o 14 NOTES: CONCRETE MASONRY WALL CONSTRUCTION 1) WALLS 0.) New construction' maximum 6'-0' high and constructed of concrete block (8"x8"x16"). Materials used should be consistent with those used in the construction of and architectural style of the principal building. (Section 3-802 Materials) Materials, construction and quantity control of masonry shall be in accordance with Uniform Building Code (UBC), Chapter 24. General conditions and construction requirements sholl be applied as specified in UBC, Section 2404 (f), during grouted masonry work. b.) Existing. maximum 6'-0' high replacement materials con be mode of the some materials os long as they ore mode of approved opaque material. 1 All reinforcing steel shall be deformed bars conforming to ASTM A-615, Grade 50. Vertical reinforcement sholl be placed in the center of the masonry cell, and sholl be held in position at the top and bottom. 2. If a slab dowel does not line-up with 0 vertical core, it shall not be sloped more than one horizontal in six verticals (1: 6). 2.) FOOTINGS 8"x16" concrete w/2- #5 continuous rebar Imbedded. 3. Horizontal wall reinforcement shall be standard truss type DUR-O-WALL (or equivalent) at 15' O.c.. 3.) CONCRETE SLAB Monolithic, min. 6" thickness w/imbedded 6"x6"/ 10x10 welded wire fabric (WW.F.), 3000 PSI. 4. Hollow Load-bearing Concrete Masonry Units shall be normal weight conforming to ASTM C-90, with a minimum compressive strength of 1,900 PSI 4.) CONCRETE FILLED CELLS With 1- #5 vertical rebar tied to footer steel at each corner and every 4' 0 C. 5 Mortar sholl be type M or S, in accordance with ASTM C-270. Place all masonry In running bond with 3/8" mortar Joints. Provide complete coverage face shell mortar bedding, horizontal and vertical. 5.) GATES Constructed of min. 1-1/2" diameter galvanized tubular steel w/privacy-type slats inserted in galvanized steel mesh fabric, hinge-mounted on min. 3" diameter galvanized steel post. (Gates and post constructed and installed per applicable building code by licensed fence contractor). 6 Coarse grout sholl conform to ASTM C-476, with a maximum aggregate size of 3/8", 8" to 10" slump, and 0 minimum compressive strength of 2,500 PSI at 28 days. 7. Minimum 3" X 3" clean-out holes (saw-cut) are reqUired at the bottom course of all cells to verify grout placement. Clean-outs shall be sealed after masonry inspection-provided in accordance with ACI 531-4.6, and before grouting. 6.) DROP PIN 1/2" dia. 18" long metal rod gate latch. Provide 3/4" dia. hole 6" Into concrete for rods. In asphalt provide a 3/4" P.V.C. sleeve, 6" long, or equal. 8 Prior to grouting, the grout space shall be clean, with no mortar projections greater the ~", mortar droppings or other foreign material. All cells shall be in vertical alignment, and shall solidly be filled with coarse grout as specified. 7) SOIL Soil bearing capacity to be at least 2,500 P.S.F 9. During placing, grout shall be consolidated with flexible cable vibrator. First grout pour sholl be stopped 0 minimum af 1 - 1/2" below the top of the middle bond beam masonry. CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING REV DATE DRAWN BY EA. CHECKED BY DM DESIGNED BY P.H. DATE 6/01 INDEX NO. 701 3 OF 3 DUMPSTER ENCLOSURE NOTES DESCRIPTION APP .. 14'-8" TIE BEAM WITH 2- #5 REBAR CONTINUOUS -------------h .1 .1 I 1.1 I 1.1 I. I f- I -l- - - - - -0- - I - I II I 6" DIA. STEEL SOLLARDS I - : . I CONe. FILLED (TYP) I . I d) S ztj cD-I lo,-e'ql I ~ ~: 1- I I I Z g~ 1--,-- I A 8 If). I I 1_ 48" I <D 12' I .. Max I CLEARANCE MIN. - I r+A 00 ~I i I i'~. A~SWINGGATE 4' I I I 1 (TYP ) Min I I L: L_ - ---- --~ ~ '- DROP PIN HOLE (TYP. ) 12' CLEARl\NCE MIN. SWING GATE (TYP) .. 6' I I rDROP PIN ~I ir- (TYP.) 1 Ii I -r fill GRADE I ~ 1-#5 AT 4' CENTER GRADE " , 14 I'. I J tL' J 6" I 8" 8"X 16" CONCRETE '-OOTING W/ 2- #5 REBAR (~YP ) , L .'" 3000 PSI. CONCRETE SLAB -MONOLITHIC, MIN 6" THICKNESS, 6"X6"/ 10X10 W.W.F. o PLAN ELEV A TION N.T.S. N.T.S. CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING REV DATE DRAWN BY E A. CHECKED BY D.M. DESIGNED BY P.H. DUMPSTER ENCLOSURE SINGLE DATE 6/01 INDEX NO 701 1OF3 DESCRIPTION APP. \i Y"" <C:' Y"" b b <::;;{J-' p,,' ')1 <::;;,\).. p,,' ')1 \i Y"" \i Y"" NOTE: Concrete to be 3,000 psi -I f I- II . I I II 1- 2" Min . (\J "- 2-1/2' Min -l /11 I I . II' ~:::! #3 Bar Typical -t , (\J "- ~ I ~ I (\J . (\J "- (\j "- I Lf) ~ l!! '> a; " ~ l 0> '" 8 .0 I Lf) ~ , -~~ #3 Bo.r Typico.l L L 1- 7-1/2' I- 7-3/4' ~ in C"l ~ '0 t;j Cl 8' i L. (!) Ui w Cl w a: (5 ;;: Cl ~ ex; '!l ~ fij >- &J a !f "" TYPE A TYPE C CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING APP. REDRAWN BY Novo CHECKED BY GLB DESIGNED BY R.C S 'WHEEL STOPS REINFORCED CONCRETE DATE 7/92 INDEX NO 117 1 OF 1 DATE REV DESCRIPTION WHITE BORDER & SYMBOL BLUE BACKGROUND 1'-0" 1 t- .v~ ~l() - I ~ (J) STANDARD PRE - PAINTED DISABLED PARKING SIGN ON 1/8" THICK SHEET ALUMINUM BLACK BORDER & LETTERS WHITE BACKGROUND PARKING BY DISABLED PERMIT ONLY l() , BLACK BORDER & LETTERS WHITE BACKGROUND $255 FINE F.S. 318.14 0'> Z ". -i I If) 0, -- r- 2" HOT DIPPED GALVANIZED STANDARD WEIGHT STEEL PIPE . ' . ' . ' . ' . ' . ' - . ' . . ' 0'> HANDICAPPED SIGN DETAIL / HANDICAPPED SIGNS SEE INDEX NO. 119 CONC. WALK RAMP DOWN SEE INDEX NO 109 o I ;" / r2~;J'~"^1\' / ~ j ~./ 'T ".1 IIrJ1 I 5'-0" I 29'-0" o I in -~ 12'-0" REV 12/99 DATE DESCRIPTION M.G. REDRAWN BY A.C CHECKED BY M.Q. DESIGNED BY M.G. CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING TYPICAL HANDICAPPED SIGN DETAIL WHITE I ____6" \\1DE TRAFFIC BLUE V STRIPE (TYPICAL) APP REDRA WN BY A.C. CHECKED BY M.Q DESIGNED BY M.G. Updoted Fine "" RAMP DOWN SEEiNDEX NO 109 ".,.. ,. "ffi,^cl ~ I APP CONC. WALK .-- V6" WIDE TRAFFIC WHITE STRIPE (TYPICAL) HANDICAPPED ST AL=L DETAIL NOTE: All pavement markings to be thermoplastic. <t' ~il') S' . R\!~. rh. "lei "111') 1:1')\' . Ar\ IClI S I:riCl1 \. St. <0> --<7 < C'Q 7Vc:' ->,- ~C?;, <0 "'00 ~J.. /'.)-:; ~ ":>u- (" =(" ;'::"c., /' /' o 0".... oo~. C'<::::-:: u- -"'. ~ "'~"" "'P& 'Y", "'0 ;s> O"'s-S' cf!. ~"Q. 00- Ok o.!-~ . '" "Q. cf!. "'-?".... 0>0 <<'4-; "'7<, -f- : " --<7 ~ If "x" is less than 4S" then the slope of the flared side shall not exceed 12: 1. ISOMETRIC VIEW CURB TRANSITION DROP CURB CURB TRANSITION OF SIDEWALK ~ _________ I BACK ~ I~N~ ELEVATION A-A NOTES: 1. Ramps are designed to the Uniform Federal Accessibility Standards to comply with the Americans with Disabilities Act 2. Ramps Shall Have a Tactile Surface, Textured to a Depth Not Exceeding 1/S" by use of Tamp or roller In Conformance with Requirements of FOOT Roadway and Traffic Design Standards, Detail 304 Or Most Recent Modifications. REV DATE DESCRIPTION Match Existing if Existing Sidewalk Grass Planting 0' Other Non-Walking Surfac~ 6" RAMP CURB Exist. Type I Curb CONC. SIDEWALK CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING TYPICAL DOUBLE HANDICAPPED STALL DATE 5/99 INDEX NO. 118 2 OF 2 ~ 4'/5' .('."" ~ ../ II Gross Planting or Other Non - Walking Surface 6" 6" Vertical Curb ~ in Transition ~~ .~ ~ ~-- I.Remove Back of Curb.. I '" Flow Line if Existing VALLEY GUTTER CURB \ RETURNED CURB RAMPS , I- I ilJJ I ~ . 4/14/95 I~oME'trlc view r'edr'Qwr"l I /95 Added note REV DA TE DESCRIP TlON CONC. RAMP / Textured Surface ,,/ q, 4 q 12: 1 MAX. q 4 ~ SECTION B-B APP REDRAWN BY P.W.D. CHECKED BY T.C.J. DESIGNED BY CMH CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING TYPICAL SIDEWALK CURB CUT RAMPS PHYSICALLY HANDICAPPED '" .: NORMAL 40'-0" WITH 4' WIDE SIDEWALK MAXIMUM 50'-0" WITH 5' OR WIDER SIDEWALK "I , ~ " , , , " , 4" ~ . ' .' . 4 ~ EXPANSION JOINT 1/2" EXPANSION JOINT FULL DEPTH " ~~J ~STRUCK JOINT , " /BROOM FINISH ~ 1/4~ II rD/W , ' w-; 4 , "'... >3 -+ \A\iI!\Ii.\Y n ~11I\\/\V\1A\ <:l I I <:l .' _.' 'll' ", <1 I I, q .' '., 1 I . ' - II I I-III <:l I I, <:l -I~I I I V--8"X2'-6" CONCRETE MASS <1 I I, q III == FINISH TOP OF MASS LEVEL I II I WITH A SLIGHT RAISED WASH - == I I ;Z:l 1- ~'APPROXIMATELY 1/2" ABOVE - I I, ~ - (J) LEVEL OF TURF/SOD l: ~\:I ~ -{ 8" t 4 . '4 .' , 4 .. , , , , 4 . . EXPANSION JOINT STRUCK JOINT NOTES: 1 . SIDEWALK EXP ANSIOIN JOIN TS TO BE AT ALL TIES TO CONCRETE OTHER THAN DRIVEWAYS, MAXIMUM SPACING SHALL BE 50', 2, EXPANSION JOINT MATERIAL SHALL BE ASPHALT FIBER IMPREGNATED PREFORMED JOINT FILLER, TO FILL DEPTH OF CONCRETE. . !Xl TYPE 6" 1'-6" 2"R I s: ~t ',. \ s: U) . , o I 3"R ..... ., -.. .... 8" TYPE 'F' CURB CUR8-0,DWC 06/04/84 NTS TYPICAL SIDEWALK I DETAlLS\ROAOWAy\SlOEWALK.OWC 0'/16/01 NTS 8" . \D 6" , Ir- 2"R / o,~ \ I ~o " . r PAVEMENT SURF.~CE .." ~.. 4 ~ .. d" . 0' -0- CURB ONSITE CURB-D.DWG 06/04/94 NTS 3/4"R~,,! " MI -- ......, 1'-10" 1'-2" . I " · I oK , .' , ~ ~l., . ',', ",.... 3/4"R N -- ...... r- r- I- 3'-0" .1 VALLEY CURB VA.LLEY-COWC 0&/OJ,!Q4 NTS r3 /4"R ..-- .. ~.1.D ~,;'~R', ' CONSTRUCTION JOINT }'. . 4 ~,':, =rD 8 STRUCTURE SINGLE -COMPONENT /4" POL YURETHANE SEALANT ~.3/4" THICK '. ] ' ",' ~,. D , 4' . , .' , , '4 CLOSED CELL SEMI-RIGID PLASTIC JOINT FILLER 1/4- EXPANSION JOINT 1/2t 4j ,~ SINGLE-COMPONENT POLYURETHANE SEALANT .3/4" THICK :' , '~":JD CLOSED CELL SEMI-RIGID PLASTIC JOINT FILLER 1/2- EXPANSION JOINT '~~~~~. " . .. <II: ..41 : 4, ] " ': D CONTROL JOINT PAV-CCf./l0WG 10/1./94 NTS /ASPHALT ,,"""""""""""" ',:""""" ':, '....:"," ~i~~ '" " "-.. '" "-.. ~ " '" ~ '" "-.. "-.. ~ '" "-.. ~ ~\ ~ ~~ ~ ~~~~-G~~~~~';: ~ ~ ~ NORMAL ASPHAL T 1,5" TYPE S-1 ASPHALTIC CONCRETE SURFACE COURSE BASE 6" L1MEROCK LBR-100 COMPACTED TO 98% OF AASHTO T-180 SUB-GRADE 12" NORMAL COMPACTED SUB-GRADE LBR 40 COMPACTED TO 95% AASHTO T-180 TYPICAL PAVEMENT SECTION FOR INTERNAL ROADS PAVE-4DWG 10/14/94 NTS .... I, (,.',' I_OU'S \1t\K EXISTING ASPHALT NEW ASPHALT I 12" SAW CUT -........... "...-ASPHALT ',',',',',',',',',',',',',' ," " " " " " "" "" ," " " " "" ". ., " ~ ~ " , , , , , , , , , , , , , -.....: ~:~~:~~>~.... ~~:~~:~~:~~>~" ~~:~~:~~" ~~.... "~" /~~~// // /~// ~ //~~~ ........ "" ...." "" ".... ...." ........ "" ".... "" ........ ........ ........ .... BASE ~// , " '" " " " " '" " " " " " " / / ,.... ........ ........ "","; ....",....; ........ "" ....; "....,....; ........ ........ // // // // EXISTING BASE NEW BASE PAVEMENT CONNECTION PAV-CONN.DWG 06/02/94 NTS <.0 t5,,- cr: 0) .. rn ~N~<( ~...:.... C) f- ...... Z I <.0 ~ ~O ~ If) 0 cr::::E 0~10 "-lo.g ~ZN <(Qf- VIr aVll.:> ~;j~ ~ffill. Uo.o- WZ<"> CD~Q) I- f- . o-U zi~ )- I- . <(::>l.:> ::::Eo~ Vl~W ~~~ ~a(3 wZ WG:;W VI-a w85 ~::::E<( U ....J ...J .... <( a.. :E <( I- UJ :E o :r: m ~ w c - (J) >- 0: I-- Z :::) o u u.. o (J) 0: o :z <C :E w :E o ::I: :z 3: o I-- S H E E T N o ..., a (1) W 10 ~-" ~ ~ \D 1\ 0() gcr 0 _,/ \D::::EW Z 1J1l~ .... W ~ Z 01' u.! ~(3 ~ ~ \.\ a. a~cr <( '" J ~alj~ d QW Z 0 ::::E VI~(3~ ~ ~~~ ~ f- Wl.:>a ,~W5lo. ::::E ::>cr<(o a <( ~ I crQ)- <( <(:;tm u ~ ~ > Ci: 'crf- ~ o cr z ~ Q:'W>-lf)-OZlf) 0:' W C) <J:~ ~I- 2-:> -" o 0:' 0. I ~ ~ Cb Cb Cb Cb ,~ ,~ g> g>~ ll.,j....... ~ ,~ t::: ~ Cb ~ E: ~ ~ '!:: tI) ::.; ~~ t::: t::: tI) ..!!!.... ct II Cb .... ..... ~-t:: Cb ~ Cboq: ,~ \))Cb ~~ II :-;:: tI) ,~ 't) ~ ~ -.J ~ ~ <C c - 0: o ...J u.. ... >- I-- Z :::) o u (J) <C ...J ...J W Z - ~ 16 >- m c') 3: o o cr o u w cr o z o t= 0- cr U (/) w o z o t= u :J cr ~ (/) Z o U D w ~ <( o -l <( Z l..L. D o z L.() o o .. I "*' ..- .CO 3co 0:' 0. .q- o I L.() N I wN ~O o C) z t= ~ ~ cr W 0- o >- cr <( z ~ ~ w a::: 0- o a::: o l..L. o W :::> (/) (/) ('oJ lD lD <D I On~ Sro~ lD Q) ~ '" ~n~E If)or--o LJ ~ U -oL x~ o .c:> 0 c OLLLLQ) O:'LO~ >: 000 Q).DUl ~ 0 m ~ 3I~>: o E ~ ~o~ . 0. r-- ('oJ ('oJ r-- Q) f- ~ .....; s..:i Qi ~ .~ r...' .... 'oJ ~ ~ ~ "2 ~ ~ ~ III ~ ~ E:: ~ c:::: C1:J ~ o C.,) .... :::J C en ...J - c( I-- W C W I-- - en PROPOSED POND SOD SEE BUILDING PLANS FOR DESIGN 10' MAINTENANCE AREA 5' SEE BUILDING PLANS FOR DESIGN PROPOSED 28' INGRESS/EGRESS AND UTILITY TRACT ~ I SEE GRADING . 2% SLOPE PLAN FOR F.F.E. \0: \ SLOPE / )/ <<~~'\>>~'>;/,~~~ ,'/ <<'/ /7 ~~ ~~<<<<~~~<<~~~~~~ '/~;:/~0 \7 ,0V~~~~~~~~~~~~~~ {{J~/ D.H.W. EL.~ - ~. ~<<~<<~~~~0" ,~",~~0/"" -=- ~/(~~~w / \7 y>-y>-/>- N,W,L. EL.~ <<V / -=- >>~""", <<~",/ / /~/>>/> SEE BUILDING PLANS FOR DESIGN I~ 2' 4' S/W 15' UTILITY EASEMENT 4' S/W 2' 12' 12' 15' UTILITY EASEMENT ...J ClI<( Zz <(0 ~i= ~I~ 0:: I~ I 15' 5' _ r -I 2% SLOPE I DOUBLE ROW y>-~~%%~ /-STAKED SILT "'<<"<'/\ :</y~~~~ ...., I BARRIER S\,.O'i>t, / y>- //" /'.. .'.. ///~// . /,/ br'. \ /('{Y'../ '" /'.. / l' y//)0 /' /(~2:/' // STEM WALL EXISTING TOE I: //Y// '-..... ~ Vy'..(:< </ / '.. W --.J 321 If) o w If) o 0.- o 0::: 0.-1 SEE BUILDING PLANS FOR DESIGN SEE GRADING IPLAN FOR F.F,E, VARIES 1% MIN, 8% MAX ~.:.. 6"J - JCONC' VALLEY CURB (TYP.) c 2% A.#AX asS-SLOP 2% MIN. (TYP.) =-- / AI L . . . - r6" VARIES SEE GRADING \% MIN. PLAN FOR F,F,E'I 2%M"''^ \~~ C~OSS-SLOP .---::::- V -;:- ~~g g ------30"-40.. < I--- SEE GRADING PLAN FOR F,F,E, SECTION J-J N,T,S, 2% MIN, (Typ,2 <:;' I SOD r "30"-40"----- g g 3' 2' 2' Ill( , I VI I~' WA TER MAIN ~ 1-1 /2" ASPHALTIC CONCRETE SURFACE COURSE (TYPE S-l) BASE COURSE * 9" STABILIZED SUBGRADE (LBR 40) . 4' : s/w I c <( o a: z o en := <( ....J .z .0- ~t SANITARY SEWER 2' 2' 3' LFPC LCTV L PHONE FPC CTV PHONE - 4' WIDE x 4" THICK CONCRETE SIDEWALK (TYP. ~ BOTH SIDES OF ROADWAY) WA TER MAIN EXISTING GRADE \ PROPOSED DRIVE AISLE 11' 10' 10' . w. 31 >-: ~. ~I o. 0:::: 0.-1 MATCH EXISTING GRADE INTERNAL PRIVATE DRIVE SECTION C-C N.T,S, SECTION F-F N.T,S, 4 11 &-9 . .70 ,j 4 ~1 - PROPOSED TYPE 'D' CURB &6' '6' *BASE COURSE TO BE ONE OF THE FOLLOWING: -SOil CEMENT 300 PSI - L1MEROCK 98% AASH TO T -180 METHOD "0" (lBR 100) (SEE NOTE 1 OF STRUCTURAL NUMBERS NOTES) CRUSHED CONCRETE (lBR 100) ) (SEE STRUCTURAL NUMBER CHART THIS SHEET FOR BASE THICK~IESS OPTIONS. SECTION N-N (TYPICAL SWALE SECTION ALONG LAWSON ROADl N.T.S. , ' SEE BUILDING PLANS FOR DESIGN Iw z ClI~ ~I~ ~~ I~ I _I. 1 15' BUFFER SETBACK 1 I" -I I I 8: 1 SLOPE 1 1 ~)$>>2{;:;~~AYN >~ ~/ SZDH,", J" YR/" '".J ~ ~ 86.37 - -- -~ - - - - - - TOP or SKIMMER , , --=~~~~%1:~~1:~%~ I - - - - - - - - - - - - - - ~IRELEV ~~J k~%%%%%~~~~~%~~~~~~~ FlAREDENO I ~~ __~~~.a.~l' _-~ V~~~~~ _ _ _ _ _ ~~~~;.~rn__'~~~//.~~~ON(D_~ N . ~ //..~ /INV, EL. = 82,00 J - ~ v..... . L__ ~ ~ ~~ y...."':.<>::~/)//...~/~/y ~>...,'/>'/:~~':.>; ... L ~ '..".-\ .v;. ,"7"'.V,"'Y .'..c '~~''..C'..''..~''''V''''~A'..~/'-.;A'VU.Jl M:d. JA2 l7J' ' <'{~~'{~~ <<4' SQ,:,,~<.: "~".': '"'' ,5~~~~~~~~/,>/>,>/>>)0~~0 0'0'0'0{//>>~/~//~7-<~ " . /// ~~;@~v.~ /~'..(~::AY..<<0' /, /, /'.. A'.: /('.:::<'.: A'.. /., ....Y.'../ /'.. .' .' ZINV. EL. 'Y''''Y~/0>y/V~>y;y)...,'''' A/ I = 81.75 / //, /-<0~~ ~<<'< ORIFICE SEE CONTROL STRUCTURE 40 LF ~ 24" RCP , // /, (0-32) DETAIL ON SHEET 14 4) ___% SLOPE LINE W/ RUBBLE RIP-RAP WITH FILTER FABRIC SLOPE PROTECTION WETLAND L1NE/ WETLAND CONSERVATION AREA SOD SOD ^v------ NORTH POND 10' 32' 16' 16' 7' LITTORAL ZONE (VARIES) 24' 8' " VARIES .. I :> 5' SEE GRADING 2% SLOPE I- PLAN FOR F,F.E, '70 V '/ 10: 1 SLOPE TOP OF BANK >l;:' <<"> <<"'/~,>?<:)(/~~{('{</ y~ "'>/ '< " '7 ELEV, = 88,0 ';~<~> ~~~0~~>~~~~~~~~~~~ _ //~~/~~~-.'" '.. ,"'.../ /.... /~ /)...,///<</<</>?;i>::<'<</ '0~(<0 <'<<'~'i0>%~~ '~/~~)>>/ DOUBLE ROW STAKED SILT BARRIER TOP OF BANK ELEV, 88,0 --------- - l!! '> a; " 1 ~ <l. 2l .; .0 ~ in '" r:i> ~ '\::l r' w Cl I 8 i L. (!) Ui w Cl .... q; ~ Cl ~ i ~ fij >- &J a ~ "" "1.', ~ ....~(Ot:> GRADE BREAK ELEV, 80.00 / / ~ " / ( ~ ~(./>/...;:;!-<(0'" / / <'/,,~ ,:>,-0: ///)>/)Y);:/ / ... >>"/:: 0 /~/ /~~~ _ _ GRAQ~ ~REAK EL~ ~ 78.00 ~~wY' " ...~~A //:{::); / /~~ '...... /;:::./~ <2, o<<~ V// / ///Yv 'j' ~v /v> /,~>> -5(o.() ~.' /;/) / //....... ~~. ~/ BOTTOM OF ... y <</ POND ELEV, = 72,0 >/.../~ ~~/ ~y~ ^ ~ >// /~v~/'..~/~~:--'" / ~~;~f~ ~~ l~ ~~~~~E l~~;HfRB~~~f~ ~?~~f~~ g~ ,~~ori~~~O:=E ~6~L~~GECd~~DATION: Wmin=4 Ibs.; W50=30 Ibs; Wmax=75 Ibs. THE FILTER FABRIC SHALL BE TYLE D- 2 AS SPECIFIED IN FOOT INDEX #'99 MATCH EXISTING GRADE CONTROL STRUCTURE (D-32) SEE DETAIL ON SHEET 14 NORTH POND SECTION G-G N,T,S, ~~1A,R 1 n 2005 Cl"W>-lf)-OZlf) >- 0 CD ~ o o a:: o u w a:: o z o i= Z o 0.- i= a::: U U => (/) a::: w ~ o (/) Z o U D --.J W <( ~ Z <( LL o 0 o Z o Z -'- i= to Q:: L()" ~ w~ wOO 0"" lJ I ~ Q:: m<r:~ 0 L() a:: ~~~<(~f-.I N~ 3:"-. <...')2-')~~ I I- Z ro.. D It03: ---, 'rowN ~022 ~ ~ :;:0 (j) 0 Cl. Cl. 0 a::::f O~I') 'LLg ~ZN <QI- (1):1: O(l)~ ~~~ ~ ffi Q.. (.)Q.O (.) Wz lD~Q I- I- . 0-(.) z~~ >- . . <I-~ ::f5~ (I)~ffi z"",w :5~z Q.oo wZ wG:w (I)-a w05 ~~- cc:: I-- :z ::::> o (.) LL o en cc:: o :z <C :E w :E o ::J: :z 3: o I-- ~ ~ ~~ o~ sf .. ~ o Ol >- W I') a:: 0> (I) ;0 <( ll)lf) Z <<> ga:: 0 cD::fW Z :::::!: ...w~ Z :::J . _...-~o W ~ ""'~ Z 1= Q.OQit:< a::: . W wN 0.- :::lzowit: w QWzo D ::f (I) ~ 0 ~ ~ (I)(I)~::> I- ~o < ...JWOLL ~ ~a:: ~ 0 ~ o < ~ LL a:: 9>- < - ~\ <...J CD (.) ~~ i3~ G: 8 it: 1-- 1= => o a:: (/) Z ~ (/) I ~ II) Cl) , Cl) ~ ,!:;: ,!:;: g> g>Lli Lli...... ~ ,~ t:: :::: Cl) ~ E: ~ t:: C ,~ ::.; ~~ t:: t:: II) ~.... Cl t) Cl) .... ~:t: Cl) ~ Cl)oq: ,!:;: I:))Q) ~~ \..) :;:: II) ,~ 't) \.) ~ -..J N lD lD <D I On~ S'aJ~ lD Q; ..q- "........... ~nr--- .~ N E If)or---o -0 '-_'/ U -oLXQ'l 02 0 c Ol.LLLQ) Q:: . 0 .<J ~ 00 6 Q) D c'i .' - L 0) ~ "- 0 I ~ (3 I m ~ o E ~ 0- nO~ ['.,JCl.r--- N r--- Q) I- .....: ~ Qi ~ .~ (J" f.:)' ~ ~ 't.;, ~ ~ . ~ ~ ~ E lJ:l ~ l;: ~ ::... c::: ~ ~ o o <C c - cc:: o ...J LL .. >- I-- :z ::::> o (.) en <C ...J ...J W :z - I:L. .. :J o (J) Z o - l- e..> W en en en o Q: e..> S H ~ 19 N o SEE BUILDING PLANS FOR DESIGN SEE GRADING PLAN FOR F.F,E, l!! '> a; " ~ l o '" i!i .0 ~ in C"l 0> ~ '0 t;j Cl 8' ~ z (!) Ui w Cl W ::t: (5 ~ Cl ~ ~ ~ fij I- U w a !f 'Yi: PROPOSED 28' INGRESS/EGRESS AND UTILITY TRACT ~ 2' 4' s/w - 19' DRIVEWAY 4' S/W 2' 12' 12' VARIES 1% MIN 8% MAX ---' 6"J 2~ MAX C 0$$- SLOP CONC. VALLEY CURB (TYP,) - r6" 2" M~){ C OSS-SLOP -----=::: 30"-40" . . o 0 ,." ,." 3' 2' 2' FPC CTV PHONE 4' WIDE x 4" THICK CONCRETE SIDEWALK (TYP. BOTH SIDES OF ROADWAY) WA TER MAIN 1-1 /2" ASPHALTIC CONCRETE SURFACE COURSE (TYPE S-I) BASE COURSE * 9" STABILIZED SUBGRADE (LBR 40) INTERNAL PRIVATE DRIVE SECTION P-P N,T,S, PROPOSED 28' INGRESS/EGRESS AND UTILITY TRACT ~ L 19' PARKING SPACE 2' - 12' 12' 6"-j 4' s/J -r6" CONC. VALLEY CURB (TYP,) 4' WIDE x 4" THICK CONCRETE SIDEWALK (TYP. BOTH SIDES OF ROADWAY) 2~ MAX C OSS-SL WA TER MAIN 1-1/2" ASPHALTIC CONCRETE SURFACE COURSE (TYPE S-1) BASE COURSE * 9" STABILIZED SUBGRADE (LBR 40) INTERNAL PRIVATE DRIVE SECTION R-R N,T.S. 2ffd Mf>,.'k ~ . · 0 g ,." 2" 2' 3' CTV FPC PHONE 4' S/W 2% (MAX) ..---, 30" - 40" SEE BUILDING PLANS FOR DESIGN SEE GRADING PLAN FOR F.F.E. PROPOSED 4' S/W 2% (MAX) r-- SEE BUILDING PLANS FOR DESIGN SEE GRADING PLAN FOR F,F,E. 19' PARKING SPACE 24' PROPOSED ASPHALT DRIVE (PRIVATE DRIVE) 2' -. 19' PARKING SPACE 2' . I.D ~ SEE I TYPICAL PAVEMENT SE~TION ON SHEET 13 I ---'" r--... 4: 1 MAX, 4: 1 MAX, INTEGRAL CURB (TYP) SEE DETAIL ON SHEET 12 INTERNAL PRIVATE DRIVE SECTION Q-O N,T.S, PROPOSED 4' S/W . I.D 2% (MAX) ..---, SEE BUILDING PLANS FOR DESIGN SEE GRADING PLAN FOR F,F,E, , . . I \' \ ,i . , , MAR 1 0 2005 >- 0 en ~ 0 0 a::: 0 0 w a::: D z 0 f= z 0.... 0 a::: I- 0 0 IJ) ::> w a::: 0 I- IJ) Z 0 0 D --.l W <( I- Z <( LL 0 0 0 Z crW>-lf)-OZlf) 0 Z ill LO ..q- f= 0 I- 0 I ~ LO a::: N w 0.... -, .0:::>,,1 0 ,00000wN 0 o I-- 0 0::: .0::: <l: D- el. 0 a::~ o~r') Cl (]I >- '-..Lo-g W t') a::: ~ZN (]IVl <0 <( .olf) Z <(QI-- ~ ga:: 0 VlJ: cD ~w Z ~ OVl<-=> w-- .., w~ Z :::J -~~ ~~~ ~ .:g(3~~ W UQ.O .~oG1cr<( a::: W u J ~ow!:::! CL coG1Ql -l <-=>wwa:: 0 t- W -a::zo t- t- . ~VlI:!G~ o-U z~~ ~ ~':!l G1 ~ >- t- . t- w<-=>o <(::><-=> ~ ~~ 5 ~ a::: ~O~ ::> <( 0 Vl~W a <( I:! LL ~~~ a:: Q >- <( ~oG ~ <i. en u 0 u> G: W wZ crt- ~ wG:w a:: ::> Vl-o 0 w IJ) w85 Z u IJ) ~~<( U --I ..-JI ..... <( c.. :E <( I- I w :E o r.: a::I ~ V) V) ... ... Cb Cb Cb Cb '!:: .!:: ~ ~Lli Lli..... ~ ,~ ~ :::: Cb ~ E: ~ ~ ~ .~ V) ::,; ~~ ~ ~ V) ~.... ~ t) .... ~~ ~ <1>'<::( '!:: tr) ~~ t) ~ V) ,~ "t) \.) ~ : -..J . "'"' ~ ~ ~~~ '-...J ~ ~ ~~~ . ~ l1) ~ <ll ~ ~ c: N ill ill ill I 8n~ ~- ~ I"- Q)<t~ ~ n ~d: (j)OI"-O ~ '-./ U -oL Xry o ~ 0 '- ou-u-(l) 0::: "D L" 0 ':; ;: 000 Q) Ll If) . _L());: ~ 0 I ;: UI());: o E g2 o- r-') ({ /--- N l"- N I"- (1.' I-- :>.. c:: lQ ~ o CJ .... ::l o w e C/) - en :z >- 0 a:: <C - l- e I-- Z - (.) a:: :::) 0 W 0 C/) ...J (.) LL. C/) LL. ... C/) 0 >- 0 I- en Z a: a:: ::) (.) 0 0 (.) C z <C <C en 0 :E <C a: w ...J ...J ...J :E w <C 0 Z :3: - (.) 0.. :z - 0- 3= >- 0 I-- l- s H E 19A E T N 0 M-l WETLAND MITIGATION PLANTING PLAN COMMON NAME SCIENTIFIC NAME SIZE ELEV. DC Smooth cordgrass S. artina bakeri BR 72.0' 3' Maidencane Panicum hemitomoll BR 71.5' -72.0' 2' Pickerelweed Pontederia cordata BR 71.0' -71.5' 3' Pickerelweed POlltederia cordata BR 71.0' 3' Arrowhead Sagittaria fanci olia BR 71.0' 2' Softstem buhush Scir us validus BR 71.0' 2' TOTAL NUl\1BER 400 800 370 420 420 420 2,830 COl\1MON NAME Waxm Ie Beau Be Saw almetto Live Oak Laurel oak TOTAL M-1 UPLAND BUFFER PLANTING PLAN SCIENTIFIC NAME SIZE ELEV. 3-gal 72.0' - 76.0' 3- al 72.0' - 76.0' 3-gal 72.0' - 76.0' I5-gal 74.0' - 76.0' 15- al 72.0' - 74.0' OC 10' 10' 10' 20' 20' NUMBER 40 40 40 14 14 148 WETLAND #3 UPLAND BUFFER PLANTING PLAN COMMON NAME SCIENTIFIC NAME SIZE ELEV. OC Wax m Ie 3- al 82.0' - 86.0' 10' Beauty Berry 3-gal 82,0' - 86.0' 10' Saw almetto 3-gal 82.0' - 86.0' 10' Live Oak I5-gal 84.0' - 86.0' 20' Laurel oak 15-gal 82.0' - 84.0' 20' TOTAL NUMBER 50 25 25 25 25 148 MONITORING AND MAINTENANCE PLAN WETLAND MITIGATION MAINTENANCE: Maintenance of the wetland mitigation area will be conducted in perpetuity by the Property Owners Association (POA) on a monthly basis to insure that the mitigation area is meeting the success criteria of 85 % cover of beneficial species and less than 5% cover of nuisance species, The work effort conducted during the maintenance events will consist of removing the nuisance and exotic aquatic and wetland species utilizing either manual or herbicidal methods, If aquatic-labeled herbicides are utilized, they will be applied under the supervision of a state-certified Aquatic Pesticide Applicator utilizing techniques to minimize damage to non-target species. WETLAND MlTIGATION MONITORING: The wetland mitigation area will be monitored for a three (3) year period as follows; an initial report following planting, followed by semi- annual monitoring events for three (3) years for a total of seven (7) monitoring events or until the success criteria has been met after one year with no human intervention. Monitoring will consist of the providing the following data within 30 days of each event: 1. Water le;vel elevation. 2. Percent survival of planted species, 3, Percent cover of naturally recruited species (beneficial and nuisance), 4. Color photographs from a fixed reference point. 5, Extent of maintenance efforts conducted since the last monitoring report. The initial monitoring report will include the as-built certification of the wetland mitigation area. Annual monitoring reports will be submitted to the Southwest Florida Water Management District, 2379 Broad Street, Brooksville, FL 34609-6899, Permit success criteria will be based on obtaining 85% cover of native species within the areas, 85% survival of the planted species and less than 5% nuisance species, SOUTH STORMW ATER TREATMENT POND PLANTING PLAN COl\fMON NAME SCIENTIFIC NAME SIZE ELEV. OC Maidencane PalliClll1Z hel1zitomo1Z BR 71.5' - 72.0' 2' Pickerelweed POlltederia cordata BR 71.0' -71.5' 3' Pickerelweed POlltederia cordata BR 71.0' 3' Arrowhead Sa 'ttaria lanci olia BR 71.0' 2' Softstem bulrush Scb us validus BR 71.0' 2' TOTAL NlJl'\.fBER 500 220 200 200 200 1,320 NORTH STORMW ATER TREATMENT POND PLANTING PLAN COMMON NAME SCIENTIFIC NAME SIZE ELEV. OC NUMBER Maidencane Punicum lzemitomoll BR 82.0' - 81.5' 3' 100 Pickerelweed POlltederia cordata BR 82.0' - 81.5' 3' 100 Pickerelweed Pontederia cordata BR 81.5' - 81.0' 3' 400 Arrowhead Sa 'ttaria lanci olia BR 81.0' 3' 400 TOTAL 1,000 ENCROACHMENT AREA (VARIES) 8' MAINTENANCE AREA 16' UPLAND BUFFER AREA WETLAND MITIGA TION #1 (VARIES) 16' w Z ::i w Z ::i o....J zoe{ oe{Z ~g ~~ Vl ~ => -:> w Z ::i o....J zoe{ oe{Z ~g ~~ Vl 0:: => -:> DOUBLE STAKED SILT FENCE ~ '> a; " ~ :i Cl. ~ ~ on ~ 0:: W a... o 0:: a... I 'I' WEIR ELEV, I~ DOUBLE ROW STAKED SILT BARRIER 8 '" Qi '" ---------. EL. 71.0 ---------- '..! ..,,'').... ~ '0 Cl. (fJ ~ ~ L. (!) iii w Cl w a: 5 ~ Q ~ i ~ ill >- u w a a: Ct :.!. LEGEND ~ ~ D D ~..'......' ~ D D' . , WETLAND t.4IT1GATION AREA ;..... . ' -. CONCRETE CONCRETE PAVEMENT ASPHALT PAVEMENT PROPOSED WETLAND ENROACHMENT (0,41 AC,) PROPOSED WETLAND MITIGATION AREA M-l (0.41 AC,) PROPOSED UPLAND BUFFER ENHANCEMENT AREA (0,26 AC,) STORMWATER TREATMENT POND AREA (0.21 AC.) 12" . (() DO NOT t.40W THIS SIGN (TYPICAL OF 3) TO BE INSTALLED AT PERIMETER OF WETLAND MITIGA TlON AREA 3" GALVANIZED STEEL POLE FINISH GRADE . CD t") 4' . t") I. 12" .I WETLAND MITIGATION SIGN DETAIL EXISTING WETLAND #2 (VARIES) (SEE UPLAND BUFFER PLANTING PLAN) \l 25 YR./ 24 HR, D,H,W, ELEV. = 74.85 \l N, W.L. ELEV. = 72,00 "'I ~ ,." , .' " ~ CONTROL STRUCTURE (0-2) SEE DETAIL ON SHEET 14 I 77 9.' I I I I I I J....J.I I - /73? 77) 7~ :1 ~ :1: ~~ l: i I "79... ~7 OJ ,170'\72 l .11 J ~ -dhl~ LJL. J 7 S rrl E ,,- . i I . I Pf~ oj ,80?pl 5 I I : I'~'o. . . .. I ;.~ ,~O'Q ~ '-,l,' c""i '-''f ~ II [i ~} 1 J":~ ~'c, ;~.-~ ~ '"" o11-~ "&' 1L I ~ ~ ;;,:,-, ,"tJi;~> ,::J -"~J, ,::,- . I 46 7,,"~r 1:~~ ~ I 6 U~'lS. I 5 I . C ' ~.~ 7 ~7 3 I c 3 'I 4 J,~ i 1 I: L .AJR'SO~~~ , '"" I I PA,~ '~K I~;?ol I [ Ii ~ ~ ~ IS+ :--~n ..,...l.~ "--' h IS(' u+tl1.91 8li593+ UNE +'0. [:l-l rlrt Wl- 11[- -1 (;.,'/" 9/f{l ., u.. 800 ~. I ~r[ I ir.A=~' ~,~~~~O, ~ ,/~:-I I ~~) ~=~;~~:[I :'1 I: 1-8-,~n F . ~~~ - ~ ~ ro-:~ ,m~ED-SIL~~ II ;~I I:, : f- ~ 1\ FtlIT(TvPV~d . I : E ~ ~ ~ rr <8!> ~l / ^~/!l~ =- ----'--'--'.' ~~---::: \~ ~~~~~D(i~~ i ~--~ II -_~ ~r ----- e~_~~ ~ ~!..tfJ ~J'JVV-~~ -:'.' (~l ~ I IPJ:J ~ fZl:47zJ51 . ~~. _~~~ ~_:' ~ ['<t 0 ..1. I <::> I. 75)? Iv <-)":> n t1, / 0, ~I.I;):~_ L _ I~. 0 ~~O-28' L?Z1zJ '!I~ ~,~ ~'!5 ~64~~ ~466' ~, U 1/ ,-, J...I, II [J ,- ~m ~ ~. " ~"'''' ~ ' P --./~ ~ 33"6,7~SP ~ ~ '.1 _ J : l l ,~ I - - :"'C ~~ , =:=, = = = ~ s'~' 1 I - J ~ 437 ~ .' . .T..:L..:..L;"l , I L:..;' ~ ~ en 80s1101 . - +, ~~- ~ \ " '. :.. ::.r-- I U~ ~ . .9106+_~U ;92 rit':.. . ~\ \ . ..., ~ . DDUB~,ir';~~~~~ ~ '....:JI ~'-""i~~ I ~~L~~~8J5 I h I~ ~ ~ ~ ; \'~'~~""It.y.t .' 8;~ I L.:-.I01 ~ ~." ~ll~ L.:.~'_ 'Tn I~~ ,~ ~] " ',t " -<~_'4 ,1 ' ~ ,f' _ - Y ---L L_ ,_':' ~ ~ ,..<(}:.O; , --- ; ----..!}--7~ ~~t.{~' ~, '\ 7_....... ~ "v '\'\ '}"t: ~ . \ :: , ,~./'V . / / ~ 8; 1 ~ 0" ( tr. ,~ \';~. '//::;./ //,' ..~'/ ~ :.1 . . "'.f., :" ",' // / "'./,.Q &. (p:5) i,'.. , . ~::0;,:L:", /. /~, ., K ~ :. ".0","" ~"' ,';,REf~~ "+. ". ,', '"" JUR~D~~NgNAL A' ',/> ~r'>:?:~ ',eo \ :;; 'Va" 78,50 . "'<?.>,,"~ , '\ ":', UNE:, ':.~::._ -75 ~ ~~. 8: 1 . ~ [? ______ ~---'__ .~, ~ ~ \ o r-.... - ~ r-- ,~ / \ ~ , r-~-- ~^:; ,,\ .' . co; 1 1:<:.. _ _ ^' "" ~' I, / : ~ , J..... 4; 1 I -~ -U-::-. /' '\ .', IV __ tn.~,~ i / I. 7i.9~ \.., 710 ~ ~ ~ g 'R OPOS~ so~ THO x;O~ 4:,1 .-.J ~ :': \ ~ ET RETENTION ARE,a <( o~ ~, {. " ! 21 ~:~~ =A9~S I ;: 02 ~~O~:J:' "4 ~'7 WETLAN 0 #2 t>1fJ.J. 4/./ 1/ 77i/1~.~. YR./ 2T40BHR. D7'6H.OW. = 74.85 ;:; W !!! I r-;-' -<;",,, t:", ! '66-- = 70 ,; -_.~- I :,' r- It: ' I , ,.. I ( --&;1--..-- ". u ~. I . 706 ( 0 , 90 A C. ) L __:____G~_~_4~ ~ ==-=-~~~__=_~-- J +7 I :': ~ :,' "./' ,:1 .\/ -- ~ -p-- ,.I o \ I' / ,.' ,. 'j __a_~____=-- ;=f1- _=_.:-- _ ~ i'l (j) \ , " ~ 71 7 701,,' .--'.- - ~ --..~-...:... - ~- . . . ________". "I! gs "I '/ /.,,'~ l~/~I'P=~~~ ' , ~ITT~R:L' SH~LF 'ARE~ ~-, . ::; --'" : IN' : l' , . . . _, C T4 1 I ~ V ~4: 1 f.,':':.",.'. J \! 8"V~~ .. I '='9,100 S,F.' "1"'0- . : Ij""- ,..... fo"o , v ..,." '" I ! : 0-2 ~. 'JJ 'EB> . . \\~~ H-H' L1r.~ . . , :~ , . ~ ~!' . . . 'SSC, '-60'S . . . , . 2J! ~,! 70/:",120 /, /, ry KIMMER 51/ _--- - 71 .. / "', If :', b ~~NJ~~RE \j~Sj II ,.... '759' S9 tl6~;~ ' ---.-~' , '-/'. !,' r-'\ .~ ,07 \\O~ '0~'0 If ;~m~/~J I -3) I' , ~576 --+------- ;)/ / ~;: 'c+~~1~ I \..<t. '/ SSC 710 'I / ' " ____~ 7""7 1 /. 751S' ~ T+tj~6~ /S.90 . ;S62 '1:= II i '/ ~~/ 7601 " '_ J,t:, ,tr'_t~/ :' ,. 7.~~.. ~ ~~;~ ..,,'1S.78 H :~.4t5 ' ,0 0 714 ~~/'J -K,f!-~/ ~~ r ;;S4"1t792?"@10"~~S-t.',"~ ,~'~.;'3.15L.' "'~:.~'/'" ~.,~ 'C:) 7?:1~~6':~"1S.Hl 76.02 '///Al&' ~I,.:,:::~~ " "V'l' ,- , ~." /', - .~- \ ~ 0 1 " " \, "!Il b'1i' ~. ---: ~/Y;I ~v , .' ,/ /~ 7805~ ,k +1',0 .,.....-,y:: ~.,.5>~ ,~"y., ~ ...---.......75~~ \'),' WEIR/GRATE 'V?,-, 787~50I'" 0 ,. ./. ~ . . /'~'~ ~ ,~"o;"~"";;>:;;;"- EL, = 73,77 I' /' (8) ~./}I'" A" .'1, ~/ . ...... ~/ ><". .~ -0 + ~ '1 \ ,/.. o 1 ". i' .'., t" ......-.. , 531 + :/ I ." , . ~. ,+,." 8,/.+ ~~~~ 7)29, ".. /////,))// 75.)5:.,{. /:' 1 ,+69.51'\ / . " ..... . ~ + 7S27 ,/ , / MITIGA TION AREA M- 71.\ ,i' 73~ ~. ~. "': ". . . 751S ' I 'o' i: 7802;7;9S 77 60 / (0.41 AC.) 70'~ . ,,-~44 4\2~4.n~' WETLAND ~. ", !j;~;,~" "CI,: i.:Y :'~/ 76.S3+ I 7636" v/ /.. ."i ~ ~~ ~77:7i ~:"'~~J'S: JURISDICTIOLNINAEL /c' "'." / 752Sfi ~,{?38 i:,W~ 7S.1 :;17B5.r 77~J ..mlj ~,"I) ~/ / ,.)::7567:.' 7 . j 1 17 ~755 not fQund ,. 151S I ..7 ""~4 74.7 ~\! ~. ..- ....+ '\J..Qtf~ 0"i~78~ . 7 48' 77.1, .,' " . "lrig per city of 4.4 ~ ~_ / '\ . + clearwater I ~~.. "'17.S)--- 7780 tl 76..\' >: / ...... 77 38 a as "+ 6./' /'-+ . 77 42 \ '- 7522 ,/ / . ,75.96 77 73 .... ,6.45 ~.. --- . " 77 24 1S 92 7,~ 21 < _ 46 :~::'7V,6+(t 40-_',- ~6 :9~~1~M~~ ~1' 77.33 II ] / }9J ~ i;j 9& &; ~~ ~ ~ i ~ ~ ~ l_ ~.. ~.~ ': ,;: ", (] ~ . , i. J i r ~:'8t133 '3 831 ~~ ---20 ~'-=J 1 _ " OJ ---~ ~'~I ::1J >1 . n D 11 .' lDcx)CD.,.JJ, frr-~~:_' ':~_'Jl:,lm1l,8 ..:- ' '1 ~ - I 2.71 'i1 S 6 f 2.\ T 83 tl3 3 -1129 8'17 ~3,W.l 8 I '1 3'1~ I (i I 1 I, :. r.!- 8088+ 1796. 81 31;;",' 0.5 ~18 c 13 k 2 ,~418t · NOC SO.73 . :82:21 t2 '32 , 4 ' S06S . 8m6 80911:: 8218 , /81 90 815,. +; i " ,. SI 7'l '~S2 61 8\ 19 S21Q :; t , <; "~ I,.., ,....", o 'fO 39 ~ -+81 ,~1 80n R' es 80 :5; 8187 .' so 311 . '1>D~ll\B''"' . 13~04'b~ ~~ .' 80410 ~~" c ~ 5" SO.59' . ~6' ~~~~3(6 8369 <( w n::: <( ~~ 9 3~ i;89 -rn47if1) 94 .( +7S 5 i . + +79 75 179 S V K~; ~ 11005 tn'l ... 8210 8.\ Sf tIII!lSO 9~09: t~.611+ ab 99 : .. I g:' I I Z~ t 0: I 790)' \ SO 3, j ... "+ 0194 t85 8D ~ 'u I .:' f c ~ ..I,: 79.10 -+ i 80 ?O~ of 81 89 ON-SITE WETL,bJ\JD #1 (0,07 AC,) 81 29 794S. + .' 8' 71j PROPOSED FILL AREA 0,07 AC, 8096 ~30+ /S~~IS : 77 )9 ~?} \, ,3~ 1'1 o' ~ I SCALE: 1" = 40' 40' BU7\ -t8091 '\ ,~ 52 '8 q7 ?~ \: " ,.~~ '. . ~..~. '7' ______ ,:,6 -t':.1 --: --- 8' LITTORAL SHELF (VARIES) (SEE GRADING PLAN) 16' 8' MAINTENANCE AREA 4' BERM 8' (SEE M-l 'M:TLAND MITIGATION PLANTING PLAN) ....J oe{ OZ o z I=w :s uz ~ -- ~~....J 0:: => -:> VARIES r DOUBLE STAKED SILT FENCE .- (SEE STORMWA TER TREATMENT POND PLANTING PLAN) EXISTING GRADE TOP OF BANK ELE . = 76.0 (r'.,"', I ?""\, I'"" ~~ 1 '"', \,~,\ ~I 20' 01 ~ -- ..' l,~r..~::.< "!>4(~~'\ I ~~ ", I N,T,S. 8' 5' S/W ( I : .' , . J I ',- , " t \ , ,.j , . " M4R 'I 0 2005 >- CO o ~ o o 0::: o U W 0::: D z o ~ D- O::: U tf) w o z o ~ u :::> 0::: I- tf) Z o U D -1 <t: z G:: W I- <t: o D ()) co r-- <.D L/) ><t n N ~- 0 Z 80' I to WETLAND MITIGATION AREA (VARIES) ELEV, VARIES 2% SLOPE ~ ---. S\,.O'i>t. yv Ar'. \ '\A ",,\ '" ".;;< ","":< '\~< /> ,,~"'~ '" '// '>// "'// ,y/ TOP OF BANK 01'( ~/,y,/" /, /,,/ '/<,</<'\ /' y / ELEV. = 76,0 B:' S~ :/:: >/.A~~ ELEV. = 77.0 ~ y~~~~~'\ /, ~t. ~V<<V0' BTM OF SKIMMER A-',\ S\,.O :/:: y~)'>;~y>>/;::::,/,,'\ :/::y:/::~/ '" / / GRADE _BREAK ~ ~~W ~ ELEV. - 72,0 ~ ~~<<~'//(" / '};.'\ / / Y,Ay> E EV - 71 0 10'x10' SUMP I '-/ /",/ /'../ L ,- , ~. J'" ~ I r.~ .- -- -- J ..' ",'\', ",'\ '\,'0 "'. / C .. . . . , '" /<y~,> <<~~y . S(Q _ _______. ~~~ ~ -"- "'4' ~Q>( <<,<< ~~~~ ELEV, = 70,0 _ - --- ---- ---- --- --- -----~ >-::>0 '\ //, ~/, <<~/y/ ~. ~, iT, ~ ~ "",, y Y Y~A~A~'\(/'\(/Y~<<V~<<<<VV Y<..V<<V A<~~ ~~>J>>>~~ ~~; )/' ~~~~~~~>:J:>:J:>:J:>:J:>:J:>:J:~~~>>>~><<~~ >/)>/)>:J:>:J:'>;; '< "~ '" ' ~~/ ,,<~, ",,,,,> ,,"'~/'~ '" ~~ ~ ~ "''''. :< '\<0 '\<0 ,,~ ,,'\A, ",< , ",,,< ",< ,,<0 ",'\ ,,~<~/'\<0 "'<::>'\~ //,>)//, // /, //;,~/" / /"'//<YA" / //'" .. //" /~ / / / SOUTH POND SECTION H-H CONTROL STRUCTURE (0-3) SEE DETAIL ON SHEET 14 "l~ 24 " '<f) , c/103~' ",," I .', so 26+ '9 f :\ '9 )$9 9'ltRO 27 u q ,+' ,"" " -.r-----,~-l9 S:- -S"9/'1,0.37 . "9.-9.'qo, , j ~ +78.9';'\ ~.161 / _ '- -.- 1~ 44 . ~ c 78 R7 7e 0.78.57 784') "q 0) '~, 784;) . \, W"- O:::~ O~fo') ,u...g ~ZN <(O~ a.if'" .lwo....,. .~Q.G.. r' 0" WZ'"," '/Xl ~ ~ t-..... . 0-<'> Z~~ ~t-<i. _=>z ""'0- 10::: (/lFW ~~~ ~O~ wZ Wc;:W Vl-a W85 ~~<( U --I --I .... <C c:L. ~ <C I- UJ ~ o :J: m ~ w C - (J) >- Q: t- z: ::::) o <..) LL o (J) Q: o z: <C :E w :E o :%: z: 3: o t- S H E E T N o cr:W>-lf)-OZlf) -, o Cl" 0. o z LO ~ ~ o 0 I- o I ~ LO 0::: N W D- CO .. I -'co wN D & ~ 0 0. 0 a Ol >- W pi) 0::: .8,~ ~ 0::: : ~ ":40: ~ W Z ~ - ... .~w ...% Z :::i ui .:d~g W a, a Q:Zi:: <( 0::: O.J 6w~ a.. ,I .J,Qw~'15 0 .~ lD~5i!= , e:::xg ti~ ~ ~ ,,~.JS~u... 0::: . ~~O:::<(o 0 00<( ~ LL 0::: _>- <( <(:;!m u 0 0> c;: W cr t- I=::J o 0::: In Z t3 U1 I Cr) Cr) .... .... g>Lli Lli~ ,~ ~ :::: <b ~ ~ ~ t::: \:) ,~ Cr) ::.; ~Jj t::: t::: Cr) ~.... ~ U <b .... " ~.t:: <b ~ <b~ .S l:))<b Jj~ U :;:: Cr) ,~ "t) (,) ~ : -.-: .....~~] '. ~' .~ 1\ ~.... '-l ~ {l ~~~ ~ (I) ~ <ll ~ ~ c: N <.D <.D <.D I On" 2co~ <.D Q) ~ r___ +~n~E (/) 0 r-- 0 u~u -oLxcn o ..<2 0 C OLLLLilJ 0:: U L" 0 'S " 000 ilJ-DL/) . -'-())" ~ 0 I " UI())" oE~ 0- nO,--... N 0. " N r-- Q) ~- ::.. c: 111 ~ <:) (,) ... ;:, o <C c - Q: o -I LL .... Q: W t- <C 3: Q: <C w -I <..) LL o >- t- - <..) z: < -J c.. z: o - ~ < Co:) - ~ - :E M1 ID: ~ " c'. x" i' .-, ( If .-- "~"';'~I'\ii.:lI1t~~'I;'r~rJll''''l!il~~ r~':""\'/i~."",,~,,~~\M'~~~"~~ ' -.-- [- )(/1"" '; b ( J'~')(: ' (/) " E ~)( f2>, . ' / ~ II " ~ 0 I' 'W ~ >tt""4" '~ '5'S"7" C - ,:~IW. ;l1',> 'I~~'~r \ ~~~ , ~i~!I,~~~~;" -- ( ) - -- SOD 8 ~ .---- _.- - E I :'to o 0 [Lf) ~ f-- r"- ~--- '" ~ II ( ~ 0 6" ~ .-.- - 11.1 ,,~ [ :r [ (1 ..Ie If ~ SOD ... J,.., [J -- ~IP -#~ 1.[') N Lf) CO [~ r"- ~ II )[~ st o D- O '\[ ( ) 1 - , , KD , ~D :- -----1 K D = 1 7' ",: ,'- ~~.., ,. I'~" .~j .~' IlIl ~ U , ~ I ' :l: I "m' . ~ . (I), ' !~; i i ;:; - ~ ~ ~~. I'. ' 1 ' ,:J. ~ · I' :. :; ! r. ie.' .: I. " I 1'- ': I', !: I / . J . : ! ~\ T1:, '",_~~_, --- --' -'tr.- - - n h..j' ~ ~o<(" ~~~ ~t ;nui;ii!rj ~'~ U LJ fJ'-: ': ! ~ .' ('\ P : ~';! I G/ I " !I , ~ .' I ~ i; itr ~ f;\ (\. ~:~ I /i'f~i i ..- n \2) ~ /.. a"s'l Ii' t i I .'; (i ':;:I:! , . J \. i~> :; i 11 f' o { . i c" :! I : ! I. !:~~,i [,i; n l; "" I: It:!' U L:...4-. ~ ( .: !! Ii! ---.J ., ~ ! \ I \ j ~ --;- ~Lf)(J) ~ I: ': :i 1111:] - _ r"-' : I ;,;i I : ~ ~ ~" . ( i I ~ i k,J 11 i ~ lO'O g , 1:/'11 ~ -. co <( ; (~ I " I I( . t..: ) ~ ..J !==: p,.;.-=:-'1.t=tryt'PI: .: u-'I / PP: i l:: I :!'~"F!, (2u-r- j ~~., '.]L' ! H~'''f,~i""t..h I, . ~ m 'I~' i \ II' . , . I ~ I . H I~ ~ ~D rA~. . ~ II: 1 ~,.--- -----p-- n.____ n ' J\J' I : I :1 i i~ ~-, g -~(~ t :t ~ =~ ~ to g! ~'tfl !o, ~ ;ji I r.. n Z 0 tlJ i -,~ , , I I <1:4 4 ~u: ~ ~.~ ~ (~I :1 ';' II' , ~ CO"", ~ , '.~ ' I ~FK o.:{: ..ti!'I! ~ {., :! :: Ii I ~ d ''" ; I ' !I ~.~ \ 11 : 11.1 ('. i &~,' ~I' 1~~ 1.1;1 ~ .;,- 1')))(" ! II~ I;.;" ~1- - ! \ i I' ,,~c ", b9:kfiow, I ~. ,- ';') ~:. '" I ','\' I\/'E._ ~ "..... , , I WI" 1 R I, .i<<1~-"~ -~ . 2f IV l' -nJ; '\ I ,! },,t-oo.,, . ~~lJ~ ~ i ,.nr .' ~,. tW~'OTUB I I, ' ~l 'ftj:,:'::'e ilII\ ~,. f.., . . W J "ll,r I\\)( : I '.:J} 1 i ~ TREE BARRICADE ....--- . I / ili ,P I ~~:~, n:\", m'~" ~ ~ ! : X! ': I ,I .~ ~ ~ ~ !i t rs:~:1 " ./ "~ ~~ ~ 1t" : ;; : ' 2 ~ _ """A L' UP " 'I'. .'( i ~ 1nfr3~OD 1 CI" I, "~5r"'f1f'T ,.cr.. . 11*"I~~~~.~ I~.) . '(Jf,'y;J .\; ~~ ,pi Tf (;~. ~.tr I 1 ~};i;::~-C;I~!~=::--=~:-:~-=,-:-~~::'::~-=._-,,__n'un'__'''.-''---- I ~ ~ , \ , rh" ~ ';. ~'- JE preWH;UC(! .\ f""k \ I i I d,_'v;('t I ~ ~ ~" I I.W ..../ 8)'" 9 113 ~ ~<*1f ~~-"",// 1, ~t~t}j~- w, J' . ')!',)(I 0'1 i Ii' PI' 9 I fJ' n ~.. - I , I! I ri ~~M\ I _1 i illl . gRi: ,'I III~' ~ I i "'\1 I !i~ ' 1 I ~ ; i ,. II I ~. [!f .~ ! ! u.'- 1\1\ [Wi! i ), &.[ I : I I I ,. " i 1i!1 I:~ i 1::/.." . ' , \ \ I :: I . . . . .JR. . . . . . . . . -- i ' \ Ii: I ( . . . . . . . . . . '\ ~ .... i .' \! i \i \ i I I " I I' I . . . . . . . . . . . .~ ~~ ~1I1 ...,: \ ili! Ii i . . . . . . . . . . . . . ~". . . . . . ' ~ l. i '. ~;(.[!! I J1\ ; v. . '/ II, ". ~ ~T'-ll.. ,; , , , f!/ .: .:.: :-'"..""".""".. ~ ~t 1 ~ ! ' j~~'! , U1i/)'T'i .! r r.:' . , ." , i I I 12T4\" 1 Q'" ... , II I WI \ V 7.' il~\ ;;>. \ ~ :' ,:ltt1i 1\ Ii , :::D \i,' c; '11,\ ~ l. ;\' i \ \ 24"im /! I~- .--, Z 0 II!/ ~.: c<: ./ 1\ .... : \~~:~[j\" \ '@'\'.jf..,/,,__r / /' i -.....- i i C))> I. 1'-' c=, /1\\ , ' ", ~~~" ' 7 ti .-"/ - r " / rr:7"'.;-'~7'~T:~:~r7->) ~ 0 V Cl Cr: . Ii ' I ' '~, \ \'~ /J" . . " if'. C'Cf''' "If NCT "Of"".' (/)'1])> L." L,_! 1\\1 ) fl ~~ ,'~: ',,, ~:, t\tF~-~~",'--,~--,;,}!!" :.'____. ,.__._. ._. I ' ,.' 'J'.i l ':;; or(, . . . .. --' . . I l. C'LI"(" [Tl:::D r'~ r.flur'(C'.O l 'O"'~-_..--. j ,,,' ....'/ . I. - -- -' \- ; I I [1 _/-..1, C) () ~"1' "LI' --! S. 1. w-}" - ~..,. ".r ,".z . \ 1\ 1/ r :::0 ~ '. t;, --a....~.-:: '" II' I ________----- : 1\ ! [Tl fTl,,,~_ '\~[' ~~~/-,. ,_." I \ _______ ~\ I ~ I /;;~~;?-';. . : ~ )'1"""" "\, ______ _~;~I ~. ~sl ~$.::~~~,L ,.,....i'~'<"...,/ ~/~B~5:IJ tj \~~ ~~~F. . ,.,.<~)::~~~:::;:;:::. -" . !p,.'-' t --/~ ,,) 'j......."._r._/ ";./...--7 ,~. '...."."'-.-:.: .- ~ :;:.;.-i....../ -- I "('\ \\'.....~..~/.."~ ~. i': ...",,<C'.:c:.-<:ts-- r /.,.,'"~~;:~~;'.:::: - .' I I~ _?-.; ~<~~~;:;:;:;'~. "~,.,!t~~r::,:'- ..' I ~~~ r.;>I".,.",,- __ r .-.;:" ,'# ...-: -- I 1 -- ;1!C: - j;; ;''- ...,' . " ',_: -.- - I .<1-' - :;(,l;.~;:- " ,":.-. . - .. ' I (L r_ -- ~ r '~.;_'. ," ~ I -- i~/ , ;:- - - _____ . ~ ~ ,~l ,,1""~ ,:"j:':~:"----;>- /-'_/_...~ I ---" ~'ll.'\.J, ,,',-' - ~ I ~"".:.,~:::"', .. . .. ~= / .. I ....'5Jj/-- ~- I .... I '_'~'r-'~ 'I' (/ ~......--:.c .*" ~ 0 t.O I ~ ~ ~/) - - .::'~V~4) '" ""^7 ..". 1W'- ~ ' ,... ~~ -~~ 1"""71 nhl :1l r.., ,....., C'"7'I ~DD r-1 6 UNITS o PAD = 81.50 ~n_ __ I gc ,aen-~" ~ ' . . ra n ~,. ("10~ '.'. ii...:llIIIl:_'':'' - ~ -.......... '~ "Wi.""';' .'',,, i.'~i~JI'tIll~.~:: 1~.iII!1!>':I\l':,., - .:e LUlO~ ;f" I REM~ ~i~~\lYP /:"~; ~ ~alden ^ rain 1) 1"" o 11 ~ J!) - ) f;f. ~ -. ,,, ...... -0 ~~ ~ ~'., "'~ () l 1\11 l..:l --L_ I )( PAD = 80.00 --cr "Dtir t..:;;J L...J C ID L...J ~ DO L...J 10' ;~D ~ ~ ~r..J SOD~~ "...." nPl C'"7'I I'" . ~ - r-1 r;'7':'Inn ,......, 6 UN I TS PAD = 79.00 _~ I ~ ~~ lo..:..I~ - ~ J!) <1= !~ I! r-- I __ , .\ Ii ~~~ j:jfi OPOSED SOUTH POI\I[ . ~T RETENTION AREJl '2)(98 ACRES SYM, o €> o e ~8 o ~ (~ ~' ~ @ G o o ED W1J SOD QTY, 14 23 15 56 76 31 12 44 42 18 131 123 99 1,027 1,091 T,B.D, TBD I ~ ..... 0' 40' 80' ~ I I SCALE: 1'J = 40' PLANT LIST BOTANICAL/COMMON NAME SIZE MAGNOLIA GRANDIFLORA/SOUTHERN MAGNOLIA 2,5" Cal, 10' HT, X 4' SPD. PLATANUS OCCIDENTALlS/SYCAMORE 2.5" Ca!. 10' HT. X 4' SPD, L1QUIDAMBER STYRACIFLUA/SWEETGUM 2,5" Ca!. 10' HT, X 4' SPD, QUERCUS VIRGINIANA/L1VE OAK 2,5" Ca!. 10' HT, X 5' SPD, LAGERSTROEMIA INDICA/CRAPE MYRTLE 2" Ca!. 8' HT. X 5' SPD, MULTI-TRUNK ULMUS PARVIFOLlA/DRAKE ELM 2.5" Ca!. 10' HT, X 5' SPD, TAXODIUM DISTICHUM/BALD CYPRESS 2,5" Ca!. 8 HT, X 4' SPD, SABAL PALMETTO/SABAL PALM 10' C,T, HT. MYRICA CERIFERA/WAX MYRTLE 2" Ca!. 8' HT, X 5' SPD, MULTI-TRUNK ILEX VOMITORIA/YAUPON HOLLY 2" Ca!. 8' HT, X 5' SPD. MULTI-TRUNK RUSSELlA EQUISETIFORMIS/FIRECRACKER PLANT 3 GAL. 24" HT. X 18" SPD, PLUMBAGO AURICULATA/PLUMBAGO 3 GAL, 18" HT. X 18" SPD. RAPHIOLEPIS INDICA/INDIAN HAWTHORN 3 GAL. 12" HT, X 12" SPD, VIBURNUM ODORATISSIUM/SWEET VIBURNUM 3 GAL. 24" HT. X 18" SPD, VIBURNUM SUSPENSUM/SANDANKWA VIBURNUM 5 GAL, 24" HT. 18" O,C, TRACHELOSPERMUM ASIATICUM/ASIATIC JASMINE 1 GAL, 15" O,C, ST. AUGUSTINE 'FLORATAM' ROLLED AND BUTTED ! *NOTE: THE PLANT LIST ABOVE SHOWS MINIMUM QUANTITIES FOR THE WALTER'S VIBURNUM, ASIATIC JASMINE & CRAPE MYRTLES, THE EXACT QUANTITIES ARE TO BE DETERMINED PER TOWNHOME WITH THE TYPICAL PLANTING DESIGN ILLUSTRATED BELOW, AT THE TIt\1~ OF INSTALLATION. -THE 4 UNIT AND 6 UNIT BUILDINGS SHOULD FOLLOW THE BASIC PLANTING PLAN BELOW, TYPICAL (4)UNIT LANDSCAPE PLAN (WITH GARAGE) TYPICAL (6)UNIT LANDSCAPE PLAN (WITH GARAGE) ~71/ / TREE BARRICADE TREE BARRICADE , K) ..... ~ ~) "~ . rJ);\i .~r ~ ~b t " r'1)f, ~I \.", "'~--I'" :: V.lf'll '~.ii not found f . " ~ /' per CI t Y. 0 "1'1[ ,1, I'." . clearwater atlas 60 I~ .. ,'. fT7l D 0 r-l J TREE BARRICADE -to o~ "'- SOD '\ ---- ,./"'. ~-------------- ------- ---/ ..--,"'-- ---'-' .:..<,/ - ---- ---- ---- r'l DO ~ rI DO r:-:l r.-:-l o D r-:l rl ----- ) 5 ) ) 1 ) 5 ~) 0) r "'- SOD '\ . >-< >< r- >-< >-< >-< >-< r (i * *X I r L r--- i . .. JL " ";~ 8 ~0 t;; ~ :. ~~ V -:.. ~ ~ ~ ~~ [\ I(L ~ ~~~,~~'7' ~~7 -:.. ~ ')V -:.. -:.. SOD "- ~ \ " t..... '.~ 7 1'~*\~ ~ . .r.. / ;.-0-'-'-:.. ~ :.... . """,,. <L h:-<<X~~ ~~ ~~~,' "-- so\) --...... " ./ ~ '." Ie _ r.;; '/ j 70 o--X 0 o~ ToTo 0 . . . . · v// · .Vk. G:: /~.~~~ ~SOO~ ">< . r:. r:. ~ r:. r:. r:. ~ . :.. . :.. . '--- SO\) --...... . .:,. .:,. . . :.. . (WITHOUT GARAGE) F. ~~DO , 1 Q .,,1 DI'I ~~ T GARAGE) [, '. DQ-,.~", ~ 0,.1 0' 'I Dr ,1 ,< :.: :.: " o '@ * *. ' .... ~?; ,v: '?-ll-j P ~~~~ ~ >-< '>< '>< '>< '>< :>< ) ) ) ) ) >-< >< >-< >< >< ~~ x ~. (!, ~ oj' '" .1..- I .:: .. ;';: Ole' , " , "" ',_ "'..... 1.v:~ ~ ~ ro):;l.. . . .h "i/ ~/ .... "'\ ~....~ r-=- o >< o >< r: >< , P 0 .,000 I'" ~ o 0 ~ . . . ..... I> ..;. V~~i p, ,.1....., ,p......:-.n r~ K/'/ ~ .... ~ .x.x. .x-x. - . @ ""'----'" .J LJ 0 r-l >-< >-< >-< >-< >-< >< >-< >< >-< >-< >-< >-< >-< ~ ....., >y ~. *0 , * * >- r '- '--- ,,>oQ --...... . n' -"--1 I I . >- ~ ;. ~ . >- . >- ~ ---1 c::::( 2= ( r. c (.. \ I I I ! i I r ' i . 10 >- C!J Ii i io C) ~ I I 0 1 T : I fi i I i 0 I () ,I W I a: I n ci ~ ;; Z .~ 0 c i= 02 o Q.. ~ a: i= ~ () () ~ CI) :J c W a: 1180 I- , I CI) : I ~I a I I () II I , I I I i I i 'I i -(fJ-OZ(fJ c .. ~ ffi o C!J ~;>:U~1- CJ)coU<(C!: .. en Z ::2: ~<(~ ....., <3 ~ a? (fJ 0 a.. o C!J Z L!) L{) ~ o O:i: o I a: I ">t w ~ 0 Q.. *co ~ -.;cowo 0 o f- a: <( a.. 0 ::E O'l >- a:OIli '" 2B:~ "'ot) ~ ~ oZI- . UJUJ ~ 2 ZOI a (/,)1- <0 <(ooC!J Z8I ci..., O(/,)- cjroU z..::: ~~g: :J ~~ a ::i offi15 :5 o(jUJC!Ji= ~ uo-u ~ a: o~;;;~ ^ UJZ UJua:- .... ~~~ .~. ~ ~l3~~ ~a:;;; '. I U5~al- D >-~l'i \ \, ~ ~~~~ ~l~~ffi~\.... ~~ ~ffi~~ ~ UJ . .~, .:J f- <( I- a: Z ". ~ 0 (/,) <( 0 - '" " "5 a U IL 0- 0 ,,~ ~ ~ UJ u: ~ !!d UJ ~ .\~(: ~ a: ;:: a: i= 0 UJIJ..O ,~ .l1Jo<( a: W IiS- .::r: >- L1J :J I-o~ <( Zro U CI) ::E 0 (J) () ...J ...J ~ ~ ~ ~ .~ .~ ~ ~ 4:1 4:i1\3 .~ ~ ~ 9S ~ ~ ~ ~ .~ ~~ s:: ~~ ~ ~ ~ ~ .~ g)'S ~ ' .~ ~ ~ ~ 4:i ~ ~ S5 ,~ ~ G ~ C\J 'J o 0 )I~ "MOVET~,," i .~ """.,"~,' <~~~"~~~~:;-~~ H - 'i. ~ il' .Ij'(~ ,': ~ U[;;2.J U~ I.: ~D '~"" l""'K b p : ~;~: 5 I : ~O j)2" : ~ ~o L.:........lI/~'-~ 'K..~IL ~~ /; .r:: :=I i "/I f,;;, / ' ~.D, \ >-< >-< >-< >-< >-< >< >-< >-< >< >-< >-< >< .. - Q ~_. -*) ", :.. ,,;' if :, ..': ~ (' ~ ~~ ~ . -I:' - J...r.' ; ~ n ~8~ " ,-< o -r ... <( a.. ~ ~ I W ~ o I (Q ~ W C - tJ) ><C a:C 1-- zO: :JO oLt o ~ LL.O: o~ cn<C a::= 00: z<C ctW ~d WLL :EO O~ J:_ zO := o I- C\J co co co 8~~ .....cor-- Q)"t'_ :':::: C') r-- E ::J ltl C\J 0 (J)-o!::::..t? -0';:: x Ol ltl .Q ltl C OILILQ) a: ..: 0 :2 ~ 0 0 > Q).oLDl1! _.....o,>~ :sltld>~ ()ICO~ o E r-- 0-- C')<<lr-- C\JQ..f:! Q) I- o is ;:) l- V) Z C) en II. Cl fC z :5 a. w a. ct o en c z <( ..J S H J~ L1A J N o - I:) ~-l ,\:J II I [~ 0 ~6"~ <r: o D- D ~ .....] : \4~' /<~.;" (f~~: ; " '''-. I I I I I 1 I ~ I [ ,J -E r---o {~~~ [. (/) ~ [ ~.;~~ f-- CO -~lfI~z-- __"__ I. I ~:J- -II ,~I I ~ 9 ): ! ""- EE BARRICADE \ ~~~n~_n_ " ~. SOD 8 -- - I ~~:;{H~~~i~ .' [..' If 500 ~ , b , , /1 : ,,:n'!i', 'r:; I --l . cr ' l< \ < .':~~.:; -y i i,1 l':~O , .~~ ~ . vi lD t'- co - '7 ,,, ..:;p . t1 ~1' 0 "<1: D- " " " , ~ "'):; . -( L ;/" )>< ,{ --, Ai-. - 'c ;\~, . \r:'l1R'~' SOD 8 "<" " c ~_ ?_XJ o 25 [ IN(f]W I[ ~ ; fL--- ~t--~Q..- - o ~ . '( -- 1f A SOD ~, ~ b ,]) ,'-) E BARRICADE ,: ~/ .~. \:~; '~ij r )...,,' --11--- ;;;- 0 <r: 8 D- --~- ~ . ,_ I .,o"j -,,) I ,- ;;; l ___~ -[ - SOD 8~. 7" ( ~ ~ run rc ----u=) ! III &_~ L [:J II II, ~ 0 <r: D- - ( 1-- .:..; -- L I [If SOD~ b ) ~ 1-- Gj~~~~cr \~:~,.: ::::J II , . REE BARRICADE /..y- 171 \:':'\: [~ o <r: D- r', . [ I L_ ._ ~8 , - SOD 8 I'J!J () ( D iJJ9"11" 1-- :~ 6,,1 ~I;! ~[- I r f'.. Iomo"L. (f] 0 . ~ co J [~II- ~ ~ ~ ~ u' ( 't)/: - L__ !( If ~ff;~(f!! ,':-' '*,'i'\~~!Il.fi');;'!\li'\irj:~me1IJ\j1~i~~ lll'\, '-, SOD ;.~.~ i < ' '~1J \ IP<I!l V'!I:'" b l~1: ,.~,:Ui\\j'l~!Ai::~': \ J^: .. ." - ]. I .... '. t- ) ( tJ~-~)( -" [,~~t JJ;.. -- ,~.IIII' , : :y~, III I III I I ~~ 11~ "'<)l.'" )( i , ..", 4il> I \_J, ./ '-../ ./ // /; w:-1F'1! 'i! 1 III ~ s~~ : 'I: .... Ii ( ; : i!~1 ,I 1:1 I ~c( J; "I j'l' ,71' ~ $i: I - ... c;) ~ Ii i ~ i ~ ! i' __ ~~(~I:I ;!Ii~;i X"CH'N~ ~ 'J ~~ ~l i 11 j :Ii ~ ~ ~ ~ J .~ .Ll--!-- --Hii~-tltl'! 31 0 I' ,. I ! II I: n<::,t fcl!JI'1l1 )II r;r ~ .:", 0 ~ ( i: ;:: ii.,~1 'Jel (it'l 'i[ I ~) If) rn rT \ 11 ~! , ! /trll j~. cle(<v,c;t r:r 0- ~ 2 ~ W I I' ~- r'~/. Ii ~L r,'j(lc" ~. lD ":. 0 1. \ :!l~, ,I ;! II, ~ ' ~ N" I ,; 'I: -:: CO<r: ~ n ~i: ~;i "'" \1 .! ~ J:.,-l '-L j \ ~ I; ; I :: il j I TREE BARRICADE ':;~~ :.':":'J : ) ~ i i ii': 1[1 J. . , .. '\ : 7" ~., 6" // ~ ".:l, ~." , :! I f,i i! i fi\ '. /! ':.' H ! :'1" 5" 7"10'>:.,' : _, ,,(. ..j /'~~'>,- 'g_" __ ~ ----.,-~ 6" ~ P"1 :J _r,I," :1 i!~ : I L410.H.Nu~G '~~::' ""~~+.."'.,, .,'.......i':;'1sJt.6~ '. ~'.,~ .~ f"..A il:.t~l.. ,. ~n SOD I~: ill! llJ rfl;l'II'.,' (" -, r.. ';]( :..r4" U'~~I'T' SL J~ ~" .. 6 ~~~ ~- ~I"~ . r. . ';][ 4 LJ ITS 'lr-.1 ; 8" -.... lJ - v \r."5"4" '<: : ' ~ 1[; 1 \...J I" 5 690 SF " ~ -.' Ii i' r:/ : 5,69P SF 8,3 0 SF '4 ~7 f- ~/ I \ g:,! I: 11 ~t '; 0 . P~D ~ 89 pO SOD P~D 89.pO SOD P'D ~iO)O (,:: II m I [\J,...IQ:Vi oj . '\ i, ,I :,., "QLJo 'co ( I' \ll tn'~'r:Z/O co . (II; ;: i .' .~~;" I.. ':1n Lr 8:- ~:?1n ~n .F 8"" ~r"1 -J;SOC,(" 1'1 ~"'J.J /'~ ~~ ~J(,:, ": M-. r. "" M . ..,. II. \... n I r"~.." r;. . ... . r,... I I ~ j-- L()~ J Ii ~ ;~ r ~ ... i w ',; I I" I: ' , ~ I ' ; i [j {1f6" I '" . i i [I ~ I EI i; 8" ! . i) ! ~ 1 ! i 0 n _ b __ b __ ~ a~ <li'F f I' 9ii il }, ~. ~O)9rA\' (~\..~.;............. . -.- -_'5~ \ D r 1/)' . "'~ ~ 500 911 j 11: c:';f ~;: tL-.' ~ B'" ! .;~ ~OJ~'m= ~ ~ ~_L2 ~~: ~o tr~) ~ -,.' . \ k' f ;1 t <.D co ~ L, ~ u __ <.J tJ ~ . --- D- "I ~ ~ n . { ~ II i ':1 D- ~'..n :, ~ ~"V ~ ~ ~ )(4"6" r-lC ~.I U 0 11 I j U ~ [J ~ 14~[J 1___. 7 I ~ I r (/) to 0 - ( I i ('/ i . r ~ ~..' ,~ - t- X "5 ~ . l ~ 1\ ~ t:i ';; ~ 0Cl . I! Ii' [ ~ . .)it' r I') ~I' \ ~~.J ~ ~~ ~( :, il i .. ~ C).' ~ . ~ ".(!) /.'>, ~6'''' r~ (V' 0') '';)(. ~I/ ~ L() D-D I!:J\' ;, :.nJl.' ~~1~ V:2l (~ ~ .; ~ ~DD~'~ }- t>.Y · ~ ~~ltL_~ Wr::~ '~d> :.~I,! ., '~~~/2<'L~ .P- ~ ~) . ,;-' f'.I\~' .~ .7"'H :-, - - f<o:l - - ii-.'!i( t,,-b r-' -;- ""<' . .'. .' ~ . :.If ' 't ,I' ' I>, W . . I' j? . ~ : . ~~~',i'""" 7"f';' qU '. .:. :..' ~ . ... . ..:..:.-~~.._. 0:"'... ..... ~ ::_~ .~::.=::;t=::: " ): ! Ii I ' BLACK BURN STREET 4~ ; tt"/ m .dU ....,~~ \ ;:~, I-:~ .1: w 'If ; i~ . @ '\ i .' Ii , , I I ii I 1 i ~i:; I :1 Ii ,i' rl i: i k') Q ~ , c;1 j c : 1 0 l 'r.c't ! a:11 r i : Z i : O. I , en 1: }" ;'j . [i i . @ ,/, C ~t', I ~ ,:,_, I I ...I ~ : f:: Ii: @10" ~:, ; ! P' ~; tJJJ I i \' l" d : I . ~;I I I ;: '~" .)1-/' ~ ii i. ; ! I '. I l __ I <J= 4il> =9> , \ ;"1~ , 2," SOO ~~ ~ \. 6 )( ~ g' 1:-, /i :.';; PAD = , '. o <J= o =9> ~~ i~(;-i l___..1 SOD o 8" <l= )i( II~.; ~ ~ ~ ~ . - ~ ~'.:~ ~ 1\ - ~i If'~ .~ n ~' .~ U ~_ ~" ~ ~ ~ ~ ~~ o ~ =l, ~8 ~ ~ ~':r ,do, ~::J ~ I ~ J:J ""',I ~ --, -- ~ -:-.. ~ ~ ~ ---- ~ J ~ .\fd ~ J ~ "':J)~ ~ rW~~\~ .,". =i'::::J 0) II ~?::J '<t ~ ~ ~ ..J -D- ~ ~',:~ .' l ~ ~---- - -r' - - - .-- __ ~-____ _, .__ ----... -.....--\--.---- '-------r' \ .I ...-- ----.-\-~ - -- --'/--9'~~ , ~~ L() r' (/) LL . I-(f]~ ~ OJ ~,--.., :J> 0) II lD '<t-u)'0 D- UNITS t:~ ..J ~ .J / ~\ [ Dr~1 'L~ soo~ ~. ~~ ~} ~11- . / r-., "If I l \ ~ i t!J l ' { ~ I \ PAD 4" )( I ~10" ~~ l ~:J t:7 ~fu '1 o LLO (f]lf)~ ~ co ~N II 1'0 lD""o <( D- I , 5" '~I I . (r-. 1 i ..~r). ~_'4 : ~ ~,..: . ( '~'. 0 : "'!, " \ 0 r / . 54. !: ( -/,-:' 1 :, :?',]'i ,I. :: i i . '~ . I \\0 ~J \ ~ I .'./( C. "7. 1..;- i (/) LL ,,' ........ _ / 199' f- ~ co ~ "/-1 Z 0 r;,' \ I r I ::::J c.;! II . I' i lD'O g;\ I,! co <r: " ' D-::; , ~ ; o <J= =9> ,,/- .... ~~ r-'- __I 1 , I"T 1_:_ J ) I ;' / / ~ i: ~ !1 ,~ it ! ~ )t.-- -- -1-" 5/ Ii .l I: !ii-' I' '1~'~ - .. --r.<'<---- Ii II :j.\,,")'~)/1 -- i,i h 1.- ii, I: I ~ !: I:, , i. I: I' ii !f;~, ;:; I" " , i ~ ! J I If ;; I i ~ ,I i If i' i ["'-".--' --,<------- . l,~ I I \ll I~' I " (J I; , i ~ f; · it, ! 1 ! ~ · 'lit! i i c~ · ," i I ~ i: II I .~-- -I ~11'l!<illlW-.'\iIIllI_"__!"""~W-"''IIiiI!lt'',.1\jft!!'.."''~.t,,~,.~~~~''''''.:,_~'''''''1.'-~:;;'l<!l"~~'~!'W!'*'.lOO'''___ I 1 r . .....llllr,rJ~._ J! I . I' I I IV \. : I'. _ _. . I f I ~ I. I! U:' _ . f~ ~~.i .! -. --~-~~,lJ-!~~~-.~p~r-~--- .. -- ~~ t~ ;;;, ! !' 11'.-(' . , . '. I,' " ! i ! I I : I Jd, 01. PAD ~ \ Ii PAD _~I. " 'l ,\ ...., , '.1. J"! o <J= REMOVE TREE TYP. o f' SYM, (:) @ o ~ 68 o ~ o f;& @ o G o $ 8%j SOD QTY, 14 2.3 15 56 76 .31 12 44 42 18 1 .31 12.3 99 1,027 1,091 T,B,D, TBD O' 40' 80' ~ I I SCALE: 1" = 40' PLANT LIST BOTANICAL/COMMON NAME SIZE MAGNOLIA GRANDIFLORA/SOUTHERN MAGNOLIA 2.5" Co!. 10' HT, X 4' SPD, PLATANUS OCCIDENTALlS/SYCAMORE 2,5" Co!. 10' HT, X 4' SPD, L1QUIDAMBER STYRACIFLUA/SWEETGUM 2,5" Co!. 10' HT, X 4' SPD, QUERCUS VIRGINIANA/L1VE OAK 2.5" Co!. 10' HT, X 5' SPD, LAGERSTROEMIA INDICA/CRAPE MYRTLE 2" Co!. 8' HT, X 5' SPD, MULTI-TRUNK ULMUS PARVIFOLlA/DRAKE ELM 2.5t1 Co!. 10' HT, X 5' SPD, TAXODIUM DISTICHUM/BALD CYPRESS 2,5" Co!. 8 HT, X 4' SPD, SABAL PALMETTO/SABAL PALM 10' C.T. HT, MYRICA CERIFERA/WAX MYRTLE 2" Co!. 8' HT, X 5' SPD, MULTI-TRUNK ILEX VOMITORIA/YAUPON HOLLY 2" Co!. 8' HT, X 5' SPD, MULTI-TRUNK RUSSELlA EQUISETIFORMIS/FIRECRACKER PLANT .3 GAL. 24" HT. X 18" SPD, PLUMBAGO AURICULATA/PLUMBAGO .3 GAL, 18" HT, X 18" SPD, RAPHIOLEPIS INDICA/INDIAN HAWTHORN .3 GAL. 12t1 HT, X 12" SPD, VIBURNUM ODORATISSIUM/SWEET VIBURNUM .3 GAL, 24" HT. X 18t1 SPD, VIBURNUM SUSPENSUM/SANDANKWA VIBURNUM 5 GAL. 24t1 HT, 18" O,C, TRACHELOSPERMUM ASIATICUM/ASIATIC JASMINE 1 GAL, 15" O,C, ST. AUGUSTINE 'FLORATAM' ROLLED AND BUTTED ..-' \, _J J-.J ..,~ --:::::- ''.1 <<:- .-.."- " ;, ~. ) ~X) ./""".... \'i II it51 ~ (!J ~ o o a: o o ill a: ci ~ Z "" 0 ;;: - c I- o a. ~Icr: !:'!IO ~ UJ c ill ~I 0 a..! o z o i= o ::J a: I- UJ Z o o [J ...J <( Z u: LO ill I .Q l- I I ~ (3 o crw>-C/)-oZC/) c .. 3: ffi o C!) .c..()<r- Cl)1D()~a:: .. rJ) Z ::2 ~<(~ -; <5 ~ ~ C/) 0 a.. o z (!J Z L{) L{) ~ o 0 ~ o I a: I -.:t ill ..- 0 a. *00 ..,t -;OOwo 0 o I- cr <( c.. 0 ~~~~@0 ~ ~ aZl-oClli=! 1i5 Z ~QJ: ZCIlr 0:;:: a~S2 .00 Z 0::: ~::E~ g~a: z:J a.cra. ...J UJ<( 0 ill 8~8 :5 ~~~~ a: wz cr.. UJoa:~ a. lDlJ.lIQ Z ZCIlttJa: b E cj ~, \ < S2 ~ ~ ~ 0 z!;~ \". \ ~ ~5~~ >>(!) " '. cr CIlaUJ<( <( I- Z . '", 0 UJ UJ a u.. :::E ::J 0: ...... ''.:i -J a: - 0 CIlOW-_ . ...... ZUJ>UJ Z ~ w~..., '-., -;::J I- <( I- a: 5 - ~ \. '",'. w 9 S!1 <( 0 a.S(!) ",-, z <i(!) S:l u.. a z ,,~~ > UJ !!: "" ~ UJ UJ .3ffi I- cr I- ..... UJ!!;a IO<( ffi ill ~a> I- Z1D u ::J 0<( <( UJ :::E 0 UJ () -.J -.J ~ ~ ~ ~ .~ .~ ~ ~~ ~1li ~ .~ ~ ~ ~ ~ ~ ~ ~ '~ ~~ ~ ~~ ~ ~ .~ 9)15 ~ '= .~ ~ ~ ~ ~ ~ ~ ~ .~ ~ G s:: ~ '-J ... <( a.. ~ ~ I UJ ~ o :c en ~ C\J <0 <0 <0 O(')..t o coco T""<o1'- Q,) '<t ~ :t:: (') I'- E ::J ell C\J 0 UJ-ot:.C-:! -o-'i:: >< O'l ell .2 ell C o u.. u.. Q,) a: .: 0 :'Q s 0 0 > ~ ~ ~ ell~, ::JIOl o CO o E I'- 0-- (')elll'- C\Ja.~ C5 I- w C - en ><t a:C 1-- ZD: ;:)0 oii o .. u.D: O~ ~~ OD: Z<t <(w ::Ed wu.. ::EO O~ J:_ zo ;: o I- S H E E T N o L18 z <( ..J a. W a. <( o en c z <( ..J , I - J\' ',-1'>>.1_ _ l u.e -' 4 II -. <J - ~! 9 I u' 0 .- - 11 . <'J ,.-- :" ( r\ ) ._.oJ __ __________ __.___-"-____ _ __._ __ __..___~L_''';:gO<:L. fen ~-'-1_______ ___.-LL__..__..__.._..___.iO._____._.._..__ n i U,; 7"15" fCJlce f,' ~V;)O(j 19" . - ___no ....-..---..-..-..------.-----.-........---..-..--.---.... .-..---..- -..---..- .-..-----.-..----....-..---..-..-..---2'3.---.)1(----........---. toe of slope i i.'R () I.U 11. 7,U.i:J <)4 1'1-'. 5"5"6" ...-----..-.----.....----......----.-....----..-----.-..------..---------------..------.------.-------------.-.----..-..-----..-..-----.-..-------..-----..-.- \ \; II I' ,I i i ..... II . ---------'0-_ 10 a: en ..... 10" ~ //'-", 8" ( 1 I" \ ~ \\ ~3) ~- _// OUTPARGEL 88,300 S.F. 8" ~ _~10>) L I_! 6"5" .. (15% ~ 12" I MPERV.) 8" 6" ..: q ) ~!-~?I ).' ___..J <)5"5"5" o o (f) i--- l. ; . - ~:. : \, 5" <) @ 4" 4" 11" 7" <) ~ ~ 10" 10" ~ ~ <i= t:!'l .r C'. ~.V(,I(.,;rj f,.;n~,<: ----------.--~........,. ;,..:_____u__ -_.. -.-- -'--r.~"- --_________ " '1 .. ~." / OJ D- o Ui I I ; i~., ""'...~~I.'.1'.tjll.!'\,;:: ~- ... ---,- --..-- --- - ... -...--" --- ! : : . : I" i I ill' . Iii i Ii , I' I, i I! , " , '[ ! II ! I Iii ;' III :, 1.1 -"r \'-f.:.f'-f'..-..-.---.n......---.---..--- -........---...--.-.-.--..---- ..n_ .----.- -t / i , i ", ~ 10, LANDSCAPE BUFFER l' WJr 6' HIGH PVC FENCE I !I:--:--~":"";.'-;' I' " : I: " 'J ~ o OJ o ~ . " , . L. I I I i [ , , --;.e :-- -- i--- , 'If V! : " Ir.4"] I !,'l'X] : Wi! _ 1 .. / /./'~ ,/ rr i . ~ I -- Lr;- ....o. / ~ : i~' 13" 'I il'l :: il! :"1 [I! : i ili 13" : i '1 -d- - jll-:. . _h ---- \; ~lli t C' WG:',j (....r-,ceo. ':1 I' ,; I III -- 'T - j ~\ i~i . . I I .', '!j~(~;.?~~. f .;.>rl (' I ~ I 21\1 I Ql!:/;;.. I C) r :1 !O~ ! I I' :11 a::.1 i ..~ rJ __,~-+ i . ~~~-li H_ i iO~ Ii ' II 'I: I' ;"; ,I " I ~A,iljJ' I V~~: t, I-t Ii': I C; 11'-~ ~ T.' I" I ..I~ i ,., j .' . I I ; : j Ii ~ I I Ii' I I I _ I . 1 ~,~1 i -'- 'I ,/ f.il ).,_W' ~ r I- . I ~ I i ! i I QTY, 14 23 15 56 76 31 12 44 42 18 131 123 99 1,027 1,091 T.B,D. TBD ... co., 'J SYM, o E9 o e 08 o ~ o @ @ 8 o o tD ~ SOD i] AI ~' iSl .~ .;#;j~ -. ~,}; -,,;- , , I ; I ( I , I ,i I <> U C t \1ilii1~Mf_~~!;,m_\~~! ..... !t; , -/---" ~! )'/ f I P... I ) .; ,j;~~ ~ I i !. 6" ! 6 ~', " C PAD = 88.50 ,- ,. I [I C~'I ) ! - I 5" ~ ~ P.P. W8 q 5"4" <) ~ : g"\ ["",Ilo.. ) ~),jV , . Ii Ii ! G) .. 11" ~ gOO ~ 7" @ 8" ~ >- C - Z ~ - Z . en . ::) ~ ~ 10" <# ~ 4" 9"12" @ 10" ~ r" I l SOD /'€I .. C/fa_____ ..I_ \ -'\-.-.---...-.\ ". ---"-.. , " / ' , --r'-" l_ __.~-----_.- (I I l I: 6' I chain link f0!1Cf:/ I j i I I I i I i I I , i l__ i I i I I I I / [-f I 1 ! I I i I I PLANT LIST BOTANICAL/COMMON NAME SIZE MAGNOLIA GRANDIFLORA/SOUTHERN MAGNOLIIA 2.5" Cal, 10' HT, X 4' SPD, PLATANUS OCCIDENTALlS/SYCAMORE 2.5" Cal. 10' HT. X 4' SPD, L1QUIDAMBER STYRACIFLUA/SWEETGUM 2,5" Cal. 10' HT, X 4' SPD, QUERCUS VIRGINIANA/L1VE OAK 2,5" Cal. 10' HT, X 5' SPD, LAGERSTROEMIA INDICA/CRAPE MYRTLE 2" Cal. 8' HT. X 5' SPD, MULTI-TRUNK ULMUS PARVIFOLlA/DRAKE ELM 2,5" Cal. 10' HT. X 5' SPD. TAXODIUM DISTICHUM/BALD CYPRESS 2.5" Cal. 8 HT. X 4' SPD, SABAL PALMETTO/SABAL PALM 10' C,T. HT, MYRICA CERIFERA/WAX MYRTLE 2" Cal. 8' HT. X 5' SPD, MULTI-TRUNK ILEX VOMITORIA/YAUPON HOLLY 2" Cal. 8' HT. X 5' SPD, MULTI-TRUNK RUSSELlA EQUISETIFORMIS/FIRECRACKER PLANT 3 GAL. 24" HT. X 18" SPD, PLUMBAGO AURICULATA/PLUMBAGO 3 GAL, 18" HT. X 18" SPD, RAPHIOLEPIS INDICA/INDIAN HAWTHORN 3 GAL. 12" HT, X 12" SPD, VIBURNUM ODORATISSIUM/SWEET VIBURNUM 3 GAL. 24" HT. X 18" SPD. VIBURNUM SUSPENSUM/SANDANKWA VIBURNUM 5 GAL, 24" HT. 18" O.C, TRACHELOSPERMUM ASIATICUM/ASIATIC JASMINE 1 GAL. 15" O,C, ST, AUGUSTINE 'FLORATAM' ROLLED AND BUTTED 0' 40' ~ I SCALE: 1" 40' ------- " "') ..." (" S-. ~ " l \'J U, '1". ..- c. " \ \ 80' I "-.. i I , I I () >- '() CO (.!) ~ Q Q a: o () w a: ci <( oS Z .~ ~ :5 c.. .~ a: ~ ~ c w 8 Q Q; a.. o z o ~ () ::l a: I- C/) Z o () [J ,I ..J I <( I.~ ~ ~ '<t' Q D a::w>-U)-ozU) c .. ~ ffi o t') ~..()<{f- Cl)6()~a: .. en z ~ ~<(~ -j <5 ~ ~ U) Cl a.. (.!) z l!) l!) ~ o 0 ~ o I a: I ">t W ..- 0 c.. *00 ~ -joowo D o I- a:: <{ a.. Cl ~ m >- a::o~ l!) 2ff:N ~fi3tJ [ll ~ oZI- ci(/)~ <C Z ~Ql: Z(/)i: ci ogs~ .ou z ~ !:!!::i:g: g~a:: z::::::i a.. a:: a.. ...J UJ <l: 0 W OUJO :5 a(lUJt!li= a: Ua..u a:: o~~~ c.. ~z~Q _ UJUUJa:: z ZOOWo >- U \ <l:t!lOZl: 0 o-z 'J: Ui~al- z~- <l: (/)..Jz:J ;;: 0<'. a:: (/) 0 UJ <l: ~ ~ ~ "', 0 ~ UJ 0 ~ (/)offi "-.., ~ zffi:; zl:UJ -j :JI-<l:~ a: :5~z, wg~ <l: 0 a.. > a -_ ". ':z: <i. t!l g u... UJ Cl Z " "-" ~ ': -' > LU !O: ,..., UJ LU " " "-'> a:: a:: I- ...... ffJ u: Cl ",,,,,~, w b <l: a:: W ~ i5 :; . '''''. ~ Z in ~ ::l o <l: '''<l: C/) ~ () C/) () ....J ....J ~ ~ ~ ~ ,~ ,;::: ~ ~~ ~~ ~ ~ ~ ~ ~ ~ ~ .~ ~Q1 ~ t(~ ~ ~ .~ 95E ~ '= '~ ~ ~ ~ liJ S1J ~ r< .~ ~ (:j~ ~ ""-J I I I I - - '---'-' .-. ..---.-..... .---.j- .____._.._....__.n .- --___ -..-.._..__._..1_____.._..___._........____.._....__.._.._..1__.._.._..__-..-.._..____._..____.._.._.._L_.._....._____...__. ___.._.._____.._..___......_..___......_..___.._......__ __....._ __ .! I I ~ . , i I I .... <( c.. ~ ~ I W ~ o I a:l ~ (\J <0 <0 <0 OC,Y)..,t Ococo "-<01'-- (1).."._ ~ C,Y) I'-- E ::::J ctl (\J 0 C/)ut::.~ -0';:: x OJ ctl .2 ctl c o l.L l.L (1) a: ..: 0 :2 ~ 0 0 > ~~~~ 8Iffi~ o E I'-- g(ijr:::- (\Jc..~ (j) I- W C - en >-<t a:O ....- Zel: :::)0 oLt o r\ u.eI: o~ 00<( a: 3: eel: z<( <cW ~G WLL ~O e~ :I:_ zo 1.\3: '-t) .... S H E E T N o z <( ..J D- W D- <( o en c z <( ..J L1C i I i I I ! I , 0 >- CJ I I : I I I 0 CD :; Q i Q I i a: I I 0 0 I I w I a: I ! 0 I ci .:( Z , ~ .~ 0 z i= I~ a.. 0 I (;j a: i= I~ 0 0 Iw C/) :) > c w a: 0 Q I- u C/) i I ffi Z I C1- 0 I I 0 i I i 0 I ! I , ! -oJ , I I <( , w I I I I ltl Z 0 l- I <0 <( u.. I ~ Cl 0 tl SPACING tl AS SHOWN tl d ON d PLANS d FINISHED GRADE\ ~~ O~ ~~ O~ ~~ O~ ~ ~\ ~I:t ~\ ~I:t ~\ ~I:t '!!jl~lIJ~^'~~~ ~ ~\~~~AWA RTIlt\. :.' :. :',.., <. .... '" -~~ .\.' . .'-":: ".~. . :.': . ';:.' . ~11~111~11[~:III~iI1~:111LUllrLU1Ifl~'1 ;LUlll~ L 3" MULCH GROUNDCOVER PLANT SOIL PLANTING MIXTURE '\ ( 1 IN CONTAINER 3" MULCH /' 3" EARTH SAUCER ~ ",~<;:: ~;~ /FINISHED GRADE ~11~ ",.~. G_=tJ....' ,'.' ". ',. :0' 'I . ~ I, ;:'0 MARK BOOKER LOOSEN ROOTS IF THEY '- \ /~I vft . ~ ~ ~\ IX (/V/VVI VII ar 2-PLY REINFORCED l\~ ?>j IV I,r\~ / RUBBER HOSE ~t~~~~~ 2"X2' ~~' V '/~~ WOOD STAKE "\1 A r- DO NOT APPLY MULCH FROM \::.. - r.; BALL TO THE TRUNK 3" MULCH J ~ "',s'~~. (~ ~ .:,..~..t.~-. ~jA~~ "J.III ~I':"'.~:(:<'; /!.(. ...~t; i::.>'....H~'i lit II - - -:= ~::~;~,;,.~.: Y' :~. :~:.~..~!~::::.:. -- llllilll :~':<~~" ~ . ";.::~'::;~.~!~ II III - - ;?;:-' . ....'".\:'.-1 )11/1 '.,,;,:i'~;~'~. I .;,~'~;,~'iJTI~.11 r--3" EARTH BERM ':>~~:.~.;; .:'~:;'Z~~'::: 'I'~:--;;.~.~,.~.::..f{.;'" i..:~.~:~~;~ ti!lJ - -III .... .'v.' ":<.,. '.' >,'~"':""" ,. ~. .h.' III-II I ., . .." .... ..... .."-- GIl ,IIIDill fillhT niillillillft ~ll III FfI~~ ",,,-, il' III f'-' D 2" X 2" X 24" WOODEN STAKE OR METAL DEADMAN ANCHOR BURIED / DRIVEN INTO GROUND BACKFI LL ~2_PLY REINFORCED ~ RUBBER HOSE JUTE OR OTHER '" \ BIODEGRADABLE TWINE FLAGGING TAPE 3" MIN. SAUCER f ~ 3" MULCH _____ J ~ ~ \ I FINISH GRADE tt~II'" ,'iU~I:.;C'::'::::~' p J'''~':'-;''I';II ;". 1 j! 1',,-,:., ~ , 1;:;::,::. ~ .. <- == =1',/' '., ." - ",' ",,' ..','. II REMOVE BURLAP 7111 III 1'-'-'111_111= FROM TOP 1/2 OF ROOTBALL BACKFILL c .. ~ ffi o (!) .c"O<(!- (J)iOO~a: "OOZ :2 ~<(~ -; <( <( 0 o a: a: en 0 C1- GROUNDCOVER PLANTING DETAIL TYPICAL SHRUB PLANTING DETAIL DO NOT APPLY MULCH FROM THE INNER HALF OF THE ROOT BALL TO THE TRUNK a:LIJ>-en-Ozen Ol<Xl.....(Oltl'<1'C')C\J~ 0 z o:~cri ~ >- ~lf~ ltlol3 ~ ~ OZc . Ww ~ Z ZO~ Or./lf-- <0 <(_I Zr./lOI d """ O~~ . IIlU Z ..:: ~::E~ g~o: Z:::J a. 0: a. ...J W<l: 0 W 8~8 :s c(l~~f= a: wz _ ~ a: fac3a:~ a.. IIlW'''' ) Z ~(/)Ot\jo:O f--1=0 <( '=='~;;;;I D ~a:;;;; ~(/):J(,!Jf- ~~~- ~ ~fa~~ (/)0 ~ Zo::> Zi!: ~~ -, :J~<l:~ a: :3 O(/) <l: 0 a. ~ Cl ~,~ ~ ~ g u.. LlJOZ \"\ a:>~ ~ Q (/)~LlJ ~ ~i5~ ~b;:: ffi W f-O<l: !;j:ZIIl U ~ ~ 0 sa ~ ~ ~ ~ .~ "~ ~ C\I ~llj <0 lljre <0 <0 ~ 0C")..t ,~ ~ OCX)CX) () ~ 9.) '-<Ol'- ~ ~ Q)"<t_ :t:: C") r-- E -l ::l ell C\I 0 ~ C/)"Ot:::..~ -l ~ .~ -o-~ X Ol ~~ ell -9 ell c: o u.. u.. Q) ... a: ...: 0 :g <( ~ ~ 0 0 > ~~ ~~~i a.. ~ ..... ell ' ::l:r:O) ~ '~ gE~ ~ ~'S 0-- "~ ~ C")elll'- ~ ~9,) C\la..~ Q) llj~ l- I ~ S.5 W "~ ~ ~ ~ ~ Cl:j ""! 0 I CO ~ C) en It- e CI: 3" MULCH OVER SOD ~ PLANTING AREA ~ ~~~I~'ffl~~~ 11~~ill~i -111=4" 111=111=111 1=1lI~ ; ~ III m::-- PLANTING AREA 111=111 II III=- -=111 III 111- -111-11-1 8' .\ ={~ .~._.~. .... ;'. i11ilm'tlt11...ilifftt1' Cl') '" ',; ]~L,lrc,-nJl .Ill.l~,!;:- ~. "-' . .... ~ ~"- .......... " . . ,. ~.' '.~..~'."':',<':~!~:.,'... ...:..~;..::i...:".'.:~.:..:'.':\':i!...~c': ~"" ...,J......:,!I.:.::~.;. '.:'- ::,.........:..\,..'7'...,:,.,;,'.:;!., :..:......:'.._ ~ .~.:::'.i:..~;:~:.l,.:~:..~:..~...;::.:~~\."':.~1'i~~.:.';.~i.::~r...~:... . ~.~ "' ~- .1_ -. .... ,..- . / "'II'I'blhi.!.2.irflilll'((" :.;::-c'.'<~,': ";~;:';::;':i',t...' .' !"'~''';:';:''':':':'~'.:;:';"/::;,;;, ./, fTTt1..DItT'I'llllllfff I'r II III III III 1111II (,,~~;~~~,:,~ ~~:':":':;'"" ''''~:;:>_~.':'.;il~.;~~..~.':.'~.,.,.:.'_':bll III III III III FINISH ... . .. .. '1=111: ':~~"~' '.' - GRADE ----..::....:.l~'. ~~~<::":::.:,II I III I'~' ..... . , " ""-111- I III: ~:.i'~~) .. ~~~.;:;.~;~:.~t:111 f ;-111 -I t~ ~':.~~:~~,",~. .' .::~~~:~~.~~~~ - -111= - - ,;'~'~':')'::T,~:,. :..;.I':~,,:-,::'::.~',,~" - - LOOSEN TOP I /2 OF ,I r'..:.~:.~l::~'...,.~,::":</,,,". .J...,'.. ..,...;(...,.. ~},:~...,..:.III-I BURLAP 4: REMOVE TOP . -III :~~:;::;::':~;;;;~;:~~';~~:':::<.\;;:;:::~;.~::';\~:;~5.(....::~.~~ ~'!~~:~\~lllill~ 113 OF ROOTBALL SUPPORT ) ~ 11'IYi~~ii1~m;;;lj\;:i;,;~i,;;\ ;11 ~~;;011 ,.I' / "~II =111=1 11=111=111=1 11=111=1 II'CiTI- BACKFI LL 1/2 D JUTE OR OTHER BIODEGRADABLE TWINE 3" MULCH 3" EARTH BERM FINISH GRADE BACKFILL 112 D 2D TREE STAKING DETAIL 3" 4" D MULTI TRUNK TREE PLANTING DETAIL NOTE: STAKE TREES ONLY AS NEEDED NOTE: USE DETAIL ON THE SHRUB BEDS NEXT TO GRASSED AREAS LAWN/PLANTING AREA EDGE DETAIL NOTE: PLANT TREE SLIGHTLY ABOVE ORIGINAL GRADE TO ALLOW FOR SETILEMENT. WATER TREE IMMEDIATELY AFTER PLANTING. NOTE: STAKE TREES ONLY AS NEEDED TREE PIT DET AI L ~ TI IT DRIP LINE f\ ~/ ~ 2"x4" HARDWOOD BRACE t= ~ ,.--.. r --..- ,r----- ) .........-' J( '-- ('-, ) -'-- ('---- ,-,-' ) J '-- (,r----- Jj, ; ( r) (';.-.. J ) ~ tit '----,( '-'~ ) J ) \ (~~C1Y~~J' \ 10 J.>:5J \== --.... '-- 2"x4"x3" HARDWOOD STAKE Jf -CLEATS BANDED TO TRUNK OVER BURLAP WRAPPING I I \ \~ \} " ) 'L MINIMUM 2" X 2" SPEICIFICATIONS- WOOD BARRIER ~ ROOT BALL TREEPIT , --- 3" EARTH BERM SAUCER ~ W C - en ><C a:C t-- ZCE: ::)0 oLt o r. LLa:: W O~ ~== OCE: z<C <(W :2:G WLL :2:0 O~ J:_ ZO == o I- I . MINIMUM RADIUS TO BE PROTECTED: A, HARDWOODS- 2/3 OF DRIP LINE OR (;' WHICHEVER IS GREATER B, PINES- DRIP LINE OR (;' WHICHEVER IS GREATER 2. MINIMUM 3' IN HEIGHT. 3, METHOD OF ERECTION (SEE DIAGRAM); FOUR CORNER UPRIGHTS OF NO LESS THAN 2" X 4" LUMBER WITH HORIZONTAL MEMBERS OF NO LESS THAN 2" X 2" LUMBER, 4, BARRIERS TO BE ERECTED AROUND REMAINING TREES BEFORE CONSTRUCTION OR BEFORE NEARBY TREES ARE REMOVED, 5, BARRIERS TO IN PLACE UNTIL ALL PAVING, CONSTRUCTION AND MEASURES EQUIPMENT IS OUT OF THE AREA. MINIMUM 2" X 4" '. r- C> 2/3 OF THE DRIP LINE FOR HARDWOODS R.EMOVE FRONDS / 2/3 DRIP LINE ~ 5 LAYERS OF BURLAP (WRAP AT POINT OF SUPPORT) - , HARDWOODS DRIP LINE (4) 2"X 4" WOOD CLEATS (BAND TO TREES) FULL DRIP LINE FOR PINES (4) 2"x 4" WOOD BRACES NAIL TO CLEATS; SPACED 900 APART 4: SECURELY FASTENED TO 2"x4"x3(;" WOOD STAKES DRIVEN INTO GROUND "- -,-- '~..... ~ ;;-~) (~( \' ,r- Vi)/) ~ \~ ~~\~ \\ "~./7 1\ ~~r ! -- 1/3 HEIGHT OF TRUNK TO BRACE NOTE TO CONTRACTOR: TREE BARRICADES 4- EROSION CONTROL MEASURES 3" MULCH -~:';;:~ fI).~~............. --- (~) J.-..::\J~ ~II.\ ~ ~nl ~, ~~J \~~ ~~~ J - _M~~~M~IM 2" X 4" ~ d MINIMUM MINIMUM 4"- 5" REQUIRED TREE BARRICADES 4- EROSION CONTROL CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS AND / OR PERMIT REVOCATION, 2"x4"x3(;" WOOD STAKE (3) I FINISHED GRADE ;'-'1 Ili!Lm~I~~ "",~iF". TIIL . I ~ 3" EARTH SAUCER CONTINUOUS '=1 " "II AROUND PLANTING PIT III "- E: IljU , " Lf t~ ,lLrri!!!i,,!!!j I i!!!!I!!!!j I illi!1 illij li!!!!I!!] WjT BACKFI LL EXIST SOIL -./ ROOT BALL '---- ,'-~" -- !--L.._ (~,'~~) ROOTS LARGER THAN I" IN DIAMETER WILL BE CUT CLEANLY AND COVERED OVER WITH SOIL, , I DRIP LINE PALM TREE PLANTING DETAIL PINES TREE BARRICADE DETAIL S H E E T N o L2 CJ Z LO LO ~ o 0::2: o ~ a: ~ 0 ~ *CO ~ ~COwO 0 o f- a: <( C1- 0 en ..J - <( .... W C w a.. <( o en c z <( ..J PART 1.0 GENERAL SOD D, REMOVE ALL WOOD, PLASTIC, OR GRO-BAGS FROM THE ROOT BALL. SET PLANTS IN CENTER OF HOLES WITH THE TOP-MOST ROOT IN THE ROOT BALL AT THE SAME HEIGHT OR SLIGHTLY HIGHER (2 INCHES) THAN FINI5HED LAND5CAPE GRADES AND PLUMB TREES 50 THE TRUNK 15 VERTICAL. BACKFILL FIELD 50lL AROUND SIDES OF ROOT MA5S AND WORK EACH LAYER TO 5ETILE AND ELIMINATE VOID5 AND AIR POCKET5. MATERIAL MUST BE WATERED IN A5 PLANTED, PROVIDE APPROXIMATELY 5 GALLONS OF WATER PER INCH OF TRUNK CALIPER OR I GALLON PER 3 GALLON5 OF CONTAINER TO THE ROOT BALL ONCE ALL BACKFILL 15 FILLED IN AROUND THE ROOT BALL. C. ALL PALMS ARE TO BE PRUNED TO REMOVE DEAD FRONDS, AND FRONDS WITH A PETIOLE THAT DROOPS BELOW HORIZONTAL, DEAD FRONDS ARE THOSE WITH LESS THAN 50% GREEN TISSUE. ONLY TH05E FRONDS WITH PETIOLES DROOPING BELOW HORIZONTAL (9:00-3:00 O'CLOCK) 5HOULD BE REMOVED. ALL SEEDPODS ARE ALSO TO BE REMOVED INCLUDING THOSE ORIGINATING AMONG REMAINING FRONDS. F, AWARDED BIDDER MUST PROVIDE TREE PROTECTION WITHIN THE SCOPE OF WORK. REFER TO LOCAL GOVERNMENT TREE ORDINANCE FOR SPECIFIC REQUIREMENTS. PART 2.0 SHIPPING 4: HANDLING I ,I DESCRIPTION OF WORK AWARDED BIDDER SHALL PROVIDE AND INSTALL TREES, SHRUBS AND SOD IN ACCORDANCE WITH THE LANDSCAPE PLAN AND SPECIFICATIONS. A. PROVIDED STRONGLY ROOTED SOD, NOT LESS THAN 2 YEARS OLD, FREE OF WEEDS AND UNDESIRABLE NATIVE GRASSES HAVING BEEN CUT TO A MOWING HEIGHT OF ONE ( I ) INCH OR LESS PRIOR TO LIFTING FROM THE FIELD, AND MACHINE CUT TO PAD THICKNESS OF 3/4 INCH, EXCLUDING TOP GROWTH AND THATCH. PROVIDE SOD ONLY CAPABLE OF VIGOROUS GROWTH AND DEVELOPMENT WHEN PLANTED (VIABLE, NOT DORMANT). IT SHALL BE NURSERY GROWN AND PLANTED IN LOCATIONS AS DELINEATED ON THE LANDSCAPE PLANS. D. THE CONTRACTOR IS ENTIRELY RESPONSIBLE FOR THE IRRIGATION THROUGH FINAL ACCEPTANCE AND TWELVE- (/2) MONTH WARRANTY PERIOD, 2. I TRANSPORTATION 1.2 DEFINITIONS A. "FINAL ACCEPTANCE" SHALL MEAN THAT POINT IN TIME WHEN ALL REQUIREMENTS OF PROJECT DRAWINGS ARE COMPLETED, INCLUDING ANY PUNCH-LIST ITEMS, TO THE SATISFACTION OF THE CUSTOMER. THE AWARDED BIDDER SHALL BE NOTIFIED OF FINAL ACCEPTANCE BY THE CUSTOMER OR THEIR REPRESENTATIVE. A. TREE ROOT BALLS SHALL BE IRRIGATED JUST PRIOR TO SHIPPING, TREES SHALL BE SECURED IN THE TRUCK SO AS NOT TO ROLL. DO NOT ALLOW CLOSED TRUCKS TO REMAIN STANDING IN THE SUN IN HOT WEATHER UNLESS THEY ARE AIR-CONDITIONED, B4:B TREES SHALL HAVE THEIR ROOT BALLS SHRINK-WRAPPED PRIOR TO TRANSPORTING THEM FROM THE NURSERY. TREES AND SHRUBS SHALL BE SHIPPED TO THE SITE IN ENCLOSED VANS OR COVERED WITH WOVEN SHADE T ARP. E, PROVIDE A 2-3" HIGH SOIL BERM AROUND THE EDGE OF TREE ROOT BALLS TO FROM A SHALLOW SAUCER TO COLLECT WATER, THE WATERING SAUCER, REGARDLESS OF HOLE SIZE, IS TO BE AT EDGE OF ROOT BALL, ALTERNATIVELY, COBRA EDGING 15 TO BE INSTALLED AT THE EDGE OF THE ROOT BALL. E, UPON SATISFACTORY COMPLETION OF MAINTENANCE PERIOD AS DETERMINED BY FINAL MAINTENANCE INSPECTION, THE CLIENT OR AN APPOINTED LANDSCAPE MAINTENANCE COMPANY WILL ASSUME MAINTENANCE RESPONSIBILITIES. B. PROVIDE SOD OF UNIFORM PAD SIZES WITH MAXIMUM 5% DEVIATION IN EITHER LENGTH OR WIDTH. BROKEN PADS OR PADS WITH UNEVEN ENDS WILL NOT BE ACCEPTED, SOD PADS INCAPABLE OF SUPPORTING THEIR OWN WEIGHT WHEN SUSPENDED VERTICALLY WITH A FIRM GRASP ON UPPER 10% OF PAD WILL BE REJECTED. B. "MAINTENANCE PERIOD" OR "WARRANTY PERIOD" SHALL BEGIN WHEN PLANT MATERIAL IS INSTALLED AND CONTINUE FOR A TWELVE (12) MONTH PERIOD AFTER NOTIFICATION OF FINAL ACCEPTANCE. C. "FINAL MAINTENANCE INSPECTION" SHALL OCCUR AT THE END OF THE TWELVE (12) MONTH MAINTENANCE PERIOD, D. "NURSERY-GROWN" SHALL MEAN GROWN IN THE NURSERY FROM LINERS OR COLLECTED AND THEN GROWN IN A NURSERY NOT LESS THAN 2 YEARS. F, ALL STAKES, SUPPORTS, AND ASSOCIATED HARDWARE SHALL BE REMOVED 12 MONTHS AFTER PLANTING, 3.2 ACCESSORY MATERIALS F. BROADCAST OVER THE ROOT BALL AND BACK FILL SOIL, AT THE RECOMMENDED RATE, A BROAD-SPECTRUM PRE-EMERGENT HERBICIDE PRIOR TO MULCHING, NOTES ON I RRIGA TION B, DELIVER SOD WITHIN 24 HOURS OF BEING HARVESTED, DO NOT DELIVER MORE SOD THAN CAN BE LAID WITHIN A 24 HOUR PERIOD, A, REFER TO THE DRAWINGS AND OTHER PARTS OF SPECIFICATIONS FOR ACCE5S0RIES SPECIFICALLY USED ON THIS PROJECT. 2.2 UNLOADING AND HANDLING I , DELETE DAILY IRRIGATION WHEN PLANTING IN WINTER, IRRIGATION FREQUENCY CAN BE REDUCED SLIGHTLY (E.G. 2-3 TIMES EACH WEEK INSTEAD OF EVERY OTHER DAY) WHEN PLANTING HARDENED-OFF, FIELD GROWN TREES THAT WERE ROOT-PRUNED DURING PRODUCTION. ESTABLISHMENT TAKES 3 TO 4 MONTHS PER INCH TRUNK CALIPER, G. APPLY A CONTROLLED-RELEASE FERTILIZER TO THE SOIL SURFACE UNDER THE MULCH AT I LB. NITROGEN PER 1000 FT2, PRIOR TO MULCHING. NO OTHER AMENDMENT5 ARE NECE5SARY, TREES WILL BE REJECTED IF THEY ARE DROPPED TO THE GROUND SUDDENLY, CONTAINER GROWN AND BOXED TREES SHALL BE LIFTED WITH A FORKLIFT UNDER THE CONTAINER OR CARRIED BY HAND BY THE LIP OF THE CONTAINER. TREES MAY BE LIFTED BY WIRE LOOPS INSIDE THE CONTAINER, TREES MAY NOT BE LIFTED BY THE TRUNK. BALLED AND BURLAPPED TREES SHALL BE HANDLED BY THE ROOT BALL IN A MANNER THAT DOES NOT DEFORM THE SHAPE OF THE ROOT BALL. TREES SHALL NOT BE HANDLED BY THE TRUNK, B, BACKFILL SOIL SHALL MATCH TEXTURAL CONDITION OF EXISTING SOIL, NO SOIL AMENDMENTS ARE NECESSARY, SOIL IN SIDEWALK CUT OUTS, PARKING LOT ISLANDS, AND OTHER SMALL SPACES TO BE REPLACED WITH NATIVE TOPSOIL TO IMPROVE CONDITIONS, ALL CONSTRUCTION DEBRIS, ROCKS, STICKS, L1MEROCK, SHELL, ECT. ARE TO BE REMOVED FROM THE ENTIRE PLANTING AREA, C, FERTILIZER SHALL BE COMPLETE WITH APPROXIMATELY THE FOLLOWING RATIO: 3N-1 P-3K (+MG FOR PALMS ONLY) H, ON TREES UP TO 4" CALIPER, APPLY A THREE (3) INCH LAYER OF MULCH TO AN EIGHT (8) FOOT DIAMETER CIRCULAR AREA AROUND THE TRUNK, ON LARGER CALIPER TREES, APPLY A TWO (2) FOOT DIAMETER MULCH AREA FOR EACH INCH OF TRUNK CALIPER. NO MULCH SHALL BE APPLIED TO THE INNER HALF OF THE ROOT BALL SURFACE. ALL OTHER PLANTING BEDS ARE TO HAVE: A MINIMUM OF 3" OF MULCH. E. "HEALTHY, VIGOROUS CONDITION" SHALL MEAN LIVE FOLIAGE OUT TO THE TIPS OF ALL BRANCHES AND STEMS, AND A TRUNK CALIPER THAT IS BIGGER, 12 MONTHS AFTER PLANTING, THAN AT PLANTING. HEALTHY, VIGOROUS PALMS HAVE NEW FRONDS DEVELOPING WITH NO NECROSIS OR CHLOROSIS AND ARE GREEN IN COLOR, SHRUBS SHALL HAVE LIVE FOLIAGE OUT TO THE TIPS OF ALL BRANCHES. 2, IRRIGATION FREQUENCY CAN BE REDUCED SLIGHTLY (E,G, TO ONE OR TWICE EACH WEEK) WHEN PLANTING HARDENED-OFF, FIELD GROWN TREES THAT WERE ROOT-PRUNED DURING PRODUCTION. 2.3 HOLDING TREES AND SHRUBS AT THE PLANTING SITE D. MULCH SHALL BE DERIVED FROM AN EXOTIC INVADER TREE SPECIES, E,G, MELALEUCA, AND SHALL BE CLEAN AND FREE FROM WEEDS AND OTHER DEBRIS. ALTERNATIVE PRODUCTS, E,G., EUCALYPTUS OR PINE BARK OR STRAW MAY BE CONSIDERED. BALD CYPRESS MULCH WILL NOT BE ACCEPTED, GROUNDCOVER I. TREES AND PALMS ARE TO BE SECURED BY AWARDED BIDDER. I ,3 QUALITY ASSURANCE IRRIGATE TREES AND SHRUBS AS SOON AS THEY ARRIVE AT THE PLANTING SITE, AFTER PLANT MATERIAL IS UNLOADED FROM THE TRUCK, IT SHALL BE STOOD AND STORED IN THE ERECT POSITION AND IRRIGATED TWICE DAILY WITH 5 GALLONS PER INCH TRUNK DIAMETER OR I GALLON FOR EVERY 3 GALLONS OF CONTAINER UNTIL PLANTED. SHRINK WRAPPED B4:B TREES AND PLANTS IN PLASTIC CONTAINERS SHALL BE STORED IN THE SHADE, 3, AT EACH IRRIGATION, APPLY 2-3 GALLONS PER INCH TRUNK CALIPER TO THE ROOT BALL. APPLY IT IN A MANNER SO ALL WATER SOAKS INTO THE ROOT BALL. DO NOT WATER IF ROOT BALL IS WET/SATURATED ON THE IRRIGATION DAY, A. THE INSTALLATION SHALL BE BY A SINGLE FIRM SPECIALIZING IN LANDSCAPE HORTICULTURE. ALL LANDSCAPE MATERIAL SHALL BE PROVIDED BY THE AWARDED BIDDER, AS SPECIFIED ON THE PLANS. A, SPACE GROUND COVER PLANTS AS INDICATED ON THE LANDSCAPE PLAN, E, PRE-EMERGENT HERBICIDE: APPLY GRANULAR CHIPCO "RONSTAR" OR APPROVED EQUAL AT LABEL RATE. B, PLANT NAMES INDICATED SHALL COMPLY WITH "STANDARDIZED PLANT NAMES" AS ADOPTED BY THE LATEST EDITION OF THE AMERICAN JOINT COMMITTEE OF HORTICULTURAL NOMENCLATURE. NAMES OF VARIETIES NOT LISTED THERE SHALL CONFORM GENERALLY WITH NAME ACCEPTED BY THE NURSERY TRADE. STOCK PROVIDED SHALL BE TRUE TO ITS BOTANICAL NAME AND LEGIBLY TAGGED, C. AWARDED BIDDER SHALL PROVIDE PHOTOGRAPHS OF PLANT MATERIAL PRIOR TO INSTALLATION. 4. TREES TAKE MUCH LONGER TO ESTABLISH THAT 3-4 MONTHS PER INCH TRUNK CALIPER, IRRIGATE IN DROUGHT THE FOLLOWING SUMMER, PART 3,0 MATERIALS F, TREES SHALL BE SECURED USING THREE-QUARTER (3/4) INCH ELASTIC GUYS (3). B. DIG HOLES LARGE ENOUGH TO ALLOW FOR SPREADING ROOTS AND BACKFILL WITH PLANTING SOIL. WORK SOIL AROUND ROOTS TO ELIMINATE AIR POCKETS AND LEAVE A SLIGHT SAUCER INDENTATION AROUND PLANTS TO HOLD WATER. WATER THOROUGHLY AFTER PLANTING, TAKING CARE NOT TO COVER CROWNS WITH WET SOILS, 3, I PLANT MATERIALS TREES G, PALMS SHALL BE BRACED AS SHOWN. NO NAILS, SCREWS OR OTHER SECURING DEVICES MAY BE DRIVEN INTO THE TRUNK, C, MULCH AREA BETWEEN GROUND COVER PLANTS, PLACE NO LESS THAN 3" OF MULCH, A, NURSERY STOCK SHALL MEET THE MINIMUM DIMEN510NS FOR HEIGHT, SPREAD, CALIPER AND ROOT BALL PO DESCRIBED ON THE LAND5CAPE PLAN. ON LARGE MATURING AND MEDIUM MATURING SHADE TREES, THE TIP OF THE DOMINANT LEADER SHALL BE THE TALLEST PART OF THE TREE, TREES WITH LEADERS TOPPED OR HEADED WITHIN THE LAST YEAR SHALL BE REJECTED. A, AWARDED BIDDER SHALL PROVIDE AND INSTALL ALL TREES, PALMS, SHRUBS AND GROUNDCOVERS IN THE QUANTITIES AND DIMENSIONS INDICATED ON THE LANDSCAf'E PLAN, A. A REPRESENTATIVE WILL INSPECT ALL LANDSCAPE MATERIAL DURING INSTALLATION. MATERIAL THAT IS IN SHOCK OR HAS BEEN DAMAGED DURING INSTALLATION SHALL BE REPLACED BY AWARDED BIDDER WITHIN FIVE (5) WORKING DAYS FROM NOTIFICATION. PART 4,0 EXECUTION D. PLANT SELECTION SHALL COMPLY WITH SIZING AND GRADING STANDARDS OF THE LATEST EDITION OF FLORIDA GRADES AND STANDARDS FOR NURSERY PLANTS. ALL PLANT MATERIAL SHALL BE "FLORIDA FANCY" OR "FLORIDA # I", GENERAL 4, I GENERAL E, SUBSTITUTIONS SHALL NOT BE ACCEPTED AND WILL CONSTITUTE AN UNRESPONSIVE BID, F. TREES, SHRUBS AND GROUNDCOVERS: PROVIDE TREES, SHRUBS AND GROUNDCOVERS OF QUANTITY, SIZE, GENUS, SPECIES AND VARIETY SHOWN AND SCHEDULED FOR LANDSCAPE WORK AND COMPLYING WITH RECOMMENDATIONS AND REQUIREMENTS OF THE LOCAL GOVERNMENT, PROVIDE HEALTHY, VIGOROUS STOCK, GROWN IN A RECOGNIZED NURSERY IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICE AND FREE OF DISEASE, INSECTS, EGGS, LARVAE AND DEFECTS SUCH AS KNOTS, SUN-SCALD, INJURIES, ABRASIONS, OR DISFIGUREMENT. B. CALIPER MEASUREMENT SHALL BE TAKEN SIX (G) INCHES ABOVE GRADE IF FOUR (4) INCHES OR LESS, TREES GREATER THAN FOUR (4) INCHES IN CALIPER SHALL BE MEASURED AT TWELVE ( 12) INCHES ABOVE GRADE. B, COMMENCEMENT OF WORK: WORK UNDER THIS AWARDED BID SHALL BE COMPLETED IN AN ORDERLY, BUS1>.JESS-L1KE FASHION. ONCE WORK HAS BEGUN, IT SHALL CONTINUE ON CONSECUTIVE WORKING DAYS UNTIL IT HAS BEEN COMPLETED. SUNDAYS, SATURDAYS, HOLIDAYS AND STOPPAGES DUE TO INCLEMENT WEATHER DELAYS OR CAUSED BY ThE CUSTOMER SHALL BE EXCLUDED. B. REMOVE FROM WORK SITE ALL EXCESS MATERIALS (E,G" SOIL, DEBRIS AND EQUIPMENT) DAILY THROUGH DURATION OF PROJECT, DAMAGES RESULTING FROM INSTALLATION SHALL BE REPAIRED BY AWARDED BIDDER. C. FIELD-GROWN TREES AND PALMS SHALL BE NURSERY-GROWN AND HARDENED OFF (PRE-DUG) FOR A MIINIMUM OF SIX (G) WEEKS PRIOR TO DELIVERY TO JOB SITE. CONTAINER GROWN TREES SHALL BE NURSERY-GROWN. C, PRUNING: IF THERE IS A DOUBLE LEADER IN THE TOP HALF OF THE TREE, SHORTEN ONE, BY THE ABOUT ONE-HALF, BACK TO A LIVE BRANCH THAT POINT5 AWAY FROM THE TREE AND IS AT LEAST ONE-THIRD THE DIAMETER OF THE CUT LEADER, REMOVE BROKEN PORTIONS OF DAMAGED BRANCHES BACK TO A LIVE LATERAL BRANCH. PRUNE SHRUBS TO RETAIN NATUIRAL CHARACTER. 4.2 INSTALLATION D. TREES MUST BE HEALTHY, VIGOROUS AND FULL WITH GOOD BRANCH DISTRIBUTION, TREES WITH BARK INCLUDED WITHIN MAJOR BRANCH UNIONS WILL NOT BE ACCEPTED. TREES, PALMS AND SHRUBS G, THE CUSTOMER OR THEIR REPRESENTATIVE SHALL INSPECT FOR QUALITY ASSURANCE AND APPROVE PLANT MATERIAL AT EITHER THE NURSERY OR PROJECT LOCATION, PRIOR TO INSTALLATION. A, ALL LANDSCAPE MATERIAL IS TO BE PLANTED iN ACCORDANCE TO THE LANDSCAPE PLAN AND ATTENDANT EXHIBITS, GOOD HORTICULTURAL PRACTICES MU5T BE OBSERVED. E, ROOT BALLS OF FIELD-GROWN TREES MUST BE INTACT AND PROTECTED FROM DESICCATION WITH BLACK PLASTIC WRAP, CONTAINER TREE5 MUST HAVE THE CONTAINER ON THE ROOT BALL OR THE ROOT BALL MU5T BE APPROPRIATELY PROTECTED FROM DESICCATION. TREES WITH ROOT BALLS THAT HAVE BOUND OR GIRDLED ROOTS SHALL BE REJECTED, THREES WITH SYNTHETIC BURLAP WILL NOT BE ACCEPTED. F, THE TIP OF THE FIRST MAJOR ROOT ORIGINATING FROM THE TRUNK MUST BE WITHIN ONE INCH OF THE TIP OF THE ROOT BALL, IF THE FIRST ROOT IS DEEPER THAN THIS, THE TREE WILL BE REJECTED. A. INSPECTION TO DETERMINE ACCEPTANCE OF PLANTED AREAS WILL BE MADE BY THE CUSTOMER REPRESENTATIVE UPON AWARDED BIDDER'S REQUEST, PROVIDE NOTIFICATION A MINIMUM OF FIVE (5) WORKING DAYS BEFORE REQUESTED INSPECTION DATE, D, REMOVE ALL STRING OR WIRE WRAPPED AROUND TREE TRUNKS, REMOVE ALL STRAPS, ROPE AND STRING USED TO LIFT THE ROOT BALL. REMOVE ALL BURLAP AND WIRE FROM THE TOP OF THE ROOT BALL. H, LOCAL GOVERNMENT RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. B. TREES AND PALMS ARE TO BE PLANTED OUT OF THE RIGHT-OF-WAY (ROW) AT A MINIMUM OF FOUR (4) FEET FROM BACK OF CURB AT LOCATIONS IDENTIFIED ON THE LANDSCAPE PLAN. ALL SHRUBS ARE TO BE A MINIMUM OF TWO AND ONE HALF (2.5) FEET FROM BACK OF CURB AS SHOWN ON LANDSCAPE PLAN, AWARDED BIDDER SHALL STAKE AND/OR PAINT PLANTING LOCATIONS IN THE FIELD, UPON APPROVAL BY THE CUSTOMER, THESE AREAS SHALL BE SPRAYED WITH AN APPROVED HERBICIDE AND MAINTAINED WEED-FREE FOR THE DURATION OF THE PROJECT, C'; -~. I .4 SUBMITTALS 4, 3 ACCEPTANCE A, AWARDED BIDDER MUST SUBMIT CERTIFICATE5 OF INSPECTION, ANALYSES FOR SOIL AMENDMENTS, AND LABELS FOR HERBICIDES, INSECTICIDES AND FERTILIZER MATERIALS. B. AWARDED BIDDER MUST SUBMIT THE FOLLOWING MATERIAL SAMPLES: G, CONTAINER TREES SHOULD HAVE FEW, IF ANY, ROOTS ON THE OUTSIDE SURFACE OF THE MEDIA. / , MULCH 2. TOPSOIL 3. PRE-EMERGENT HERBICIDE 4. FERTILIZER 5. PHOTOGRAPHS OF TYPICAL PLANT MATERIAL H. TREES MUST HAVE GREEN, LIVE FOLIAGE. SHOCKED PLANTS (I.E. THOSE WITH DEAD OR DYING LEAVES) WILL BE REJECTED. PLANTED AREAS WILL BE ACCEPTED PROVIDED ALL REQUIREMENT, INCLUDING MAINTENANCE, HAVE BEEN SATISFIED AND PLANT MATERIALS ARE HEALTHY AND IN VIGOROUS CONDITION, C. EXCAVATE PLANTING HOLES WITH VERTICAL SIDES. DO NOT DISTURB SOIL AT BOTTOM OF PLANTING HOLES. MAKE EXCAVATIONS TWICE AS WIDE AS THE ROOT BALL DIAMETER AND SLIGHTLY LESS (TWO INCHES) THAN THE DISTANCE BETWEEN THE TOP-MOST ROOT IN THE ROOT BALL AND THE BOTTOM OF THE ROOT BALL. ALTERNATIVELY, EXCAVATE THE HOLE SLIGHTLY WIDER THAN THE ROOT BALL AND PLACE THE ROOT BALL IN THE HOLE SO THE TOP-MOST ROOT IS EVEN WITH OR SLIGHTLY (TWO INCHES) HIGHER THAN THE SURROUNDING LANDSCAPE GRADE, THEN, LOOSEN THE SURROUNDING SOIL OUT TO A DIAMETER EQUAL TO TWICE THE DIAMETER OF THE ROOT BALL, FINALLY, PUSH THE LOOSENED SOIL TOWARD THE ROOT BALL TO FILL THE HOLE. IF WATER FILLS THE BOTTOM OF THE PLANTING HOLE, ADD SOIL TO THE BOTTOM OF THE HOLE UNTIL THE WATER IS COVERED, PACK THE ADDED SOIL FIRMLY. PLACE THE ROOT BALL ON THIS PACKED, SOLID SOIL, NOT IN WATER, NO PART OF THE ROOT BALL SHALL BE PLACED IN WATER, IF NECESSARY, BRING IN SOIL SIMILAR TO SITE SOIL TO COVER THE SIDES OF THE ROOT BALL, CREATING A RAISED MOUND. THE BASE OF THE MOUND (I,E, THE OUTER DIAMETER CREATED) SHALL BE AT LEAST SIX TIMES THE DIAMETER OF THE ROOT BALL, SHRUBS A. PROVIDE SHRUBS AT THE MINIMUM HEIGHT AND SPREAD LISTED ON THE LANDSCAPE PLAN, ALL SHRUBS MUST BE HEALTHY AND VIGOROUS WITH GOOD BRANCH DISTRIBUTION. B. THE CUSTOMER OR THEIR REPRESENTATIVE WILL PREPARE A "PUNCH LIST" OF THOSE ITEMS, WHICH MUST BE CORRECTED BEFORE RE-INSPECTION FOR FINAL ACCEPTANCE, THE REPRESENTATIVE WILL DETERMINE AN APPROPRIATE TIME PERIOD FOR CORRECTIONS, AWARDED BIDDER MU5T REQUE5T RE-INSPECTION TWO (2) WORKING DAYS IN ADVANCE. I .5 JOB CONDITIONS , ! " A. THE CUSTOMER OR THEIR REPRESENTATIVE WILL PROVIDE "NOTICE TO PROCEED" TO THE AWARDED BIDDER. B. CONTAINER GROWN SHRUBS SHALL HAVE NO CIRCLING ROOTS AND FEW, IF ANY ROOTS ON THE OUTSIDE SURFACE OF THE MEDIA, r', . \ --) . (/) .......1 . r- ) ..!-.. f\ < ;':: I I) . I B. AWARDED BIDDER IS RESPONSIBLE FOR PROTECTING UTILITIES, PAVING, AND OTHER FACILITIES FROM DAMAGE DURING LANDSCAPE INSTALLATION. AWARDED BIDDER MUST NOTIFY "CALL SUNSHINE" (800-G38-4097) 48 HOURS PRIOR TO BEGINNING WORK. C. SHRUBS MUST HAVE GREEN, LIVE FOLIAGE, SHOCKED PLANTS (I.E. THOSE WITH DEAD OR DYING LEAVES) WILL BE REJECTED, GROUND COVER 4.4 MAINTENANCE A. BEGIN MAINTENANCE IMMEDIATELY AFTER PLANTING. MAINTAIN ALL PLANT MATERIAL UNTIL FINAL ACCEPTANCE AND FOR A MAINTENANCE AND WARRANTY PERIOD OF TWELVE (12) MONTH5 AFTER FINAL ACCEPTANCE, C, AWARDED BIDDER MUST PROTECT PLANT MATERIAL FROM DESICCATION DURING TRANSPORT AND INSTALLATION PERIOD. IN MOST INSTANCES, THIS MEANS DAILY IRRIGATION. A. PROVIDE PLANTS ESTABLISHED AND WELL ROOTED IN CONTAINERS TO THE MINIMUM HEIGHT AND SPREAD LISTED ON THE LANDSCAPE PLAN. B. MAINTENANCE SHALL INCLUDE BUT IS NOT LIMITED TO PRUNING, CULTIVATION, MOWING, WEEDING, FERTILIZING, WATERING, AND APPLICATION OF APPROPRIATE PESTICIDES NECESSARY TO MAINTAIN PLANTS IN HEALTHY COND'lTION. D. AWARDED BIDDER MUST FAMILIARIZE THEMSELVES WITH EXISTING PROJECT CONDITIONS, E.G" UTILITIES, SOIL STRATA, DRAINAGE, AND SIGHTLlNES, PRIOR TO INSTALLATION. CONFLICTS SHOULD BE ADDRESSED WITH THE CUSTOMER OR THEIR REPRESENTATIVE. WHEN PLANTING ON A SLOPE, THE TOP-MOST MAIN ROOT IN THE ROOT BALL SHALL BE EVEN WITH THE GRADE ON THE UPHILL SIDE OF THE TREE. SITE SOIL WILL NEED TO BE ADDED ON THE DOWNHILL SIDE TO COVER THE SIDES OF THE ROOT BALL AND TO CONSTRUCT THE SOIL BERM TO HOLD WATER, THE AMOUNT OF SOIL ADDED ON THE DOWNHILL SIDE WILL DEPEND ON THE SLOPE AND SIZE OF THE ROOT BALL. I.) RESET SmLED PLANTS TO PROPER GRADE AND POSITION. 2,) RESTORE SOIL BERM AND MULCH LAYER, 3,) TIGHTEN AND REPAIR ELASTIC GUYS OR OTHER SUPPORTS 4,) CORRECT DEFECTIVE WORK, 5,) REMOVE AND REPLACE REJECTED MATERIAL WITHIN ONE ( I ) WORKING DAY FROM NOTIFICATION, G,) MAINTAIN MULCH SURFACE WEED-FREE, E. WORK ALONG CITY, COUNTY, OR STATE RIGHT-OF-WAY MUST COMPLY WITH THE APPROPRIATE REGULATING AUTHORITY'S GUIDELINES FOR "TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE OPERATIONS". AWARDED BIDDER SHALL BE RESPONSIBLE TO FILE AND OBTAIN ANY AND ALL REQUIRED AGENCY PERMITS, I I I . I I ! ! : : 18 iIi ~ i 0 i ~ o () UJ c:: I , Ii I ! '0 D i. OJ I'- <0 I{) ~1C')INi~ 0 Iii Z a:ll.J>-lJ)-OZlJ) c " ~ ffi o C) ..c;>:O~1- cn coO <(CI: "(J)Z ~ ~<(5: -, <( <( 0 () a: a: lJ) 0 CL :::E a:Olli 0a:8 ~ll..C\J oZI- ~QI <Jl(!) fiJ~~ [[:E[L offio O[LO ~ ifi;:,\ 1-1=0 o-z za:- >- ~0 <(.of'- Z :E::J- <JlOUJ ZIUJ <(!::: ct3: UJfiJUJ <Jl_ UJll..O IQ5 1-0<( :E I () -.J -.J ~ ~ ~ ~ .~ .~ ~ ~~ ~~ ~ .~ ~ ~ !:IS ~ ~ ~ ~ .~ ~~ ~ ~~ ~ .~ !:ISt5 ~ '= .~ ~ ~ ~ ~ ~ .~ ~ G ~ ~ '..J '"' <( a. ~ <( l- I W ~ o I CD ~ J I I I w C - en ><C a:C t-- .- Z gj ::;)..J OLL o .. u.0:: O~ en<C a:~ 00:: z<C ctW ~d Wu. ~O O~ J:_ ZO ~ o t- I , I S H E E T N o (!J z i= l{) l{):;;:: 00..::= o I c:: I '<:t UJ ..- 0 ll. ~CO ~ -jCOwO D o I- a: <( CL 0 ~ >- ~o0 ~ ~ o~~ (0 Z Z~I ci ::2 g~a? ~ :J _J UJ<( 0 UJ :5 od~~f= 0: a: 0 <( a: rs ll. UJoUJ- Z Z<JlUJ~ <( c;JOZI 0 J: iii:i;al- .. <( <Jl:Jz::J c::: <JloUJ<( o ~UJO~ zffi5UJ 0:" -, ::JI-<(I- ll.J Q~ <( 0 ~ ~~ ~ u.. a:>a: f= 0 ~b~ ffi UJ ~ZCD 0 ~ () ~ C\l co co co gS2~ ~(Or--. Q) '=t _ :t:: ('I) I'- E ::JroC\lg (/)"t::.. , -g~~g> o u.. u.. Q) c:: .: 0 :g ~ 00 > ~ -e ~ ro~, .... ro I ::JJ:m gE~ 0-- ('I)ror--. C\lll.~ Q) I- C) en II.. e ~ en w t- O Z W D- c:( U en c z :3 L3 I:",' li~~~~ !ji1\'iif~,j l~\l~i)ril !:~::'i'tl, ~_~ ~!i\\N:: -'......, i .00' , v' I_i. . iL J -~. t - , " 1- ( )/ I._ L_ r U 5 () [~[i1;'1):It:i . 1 . . 1 . ~ ~ . I :x I I . ~ I I IT . I . 1 :x 1 1 ~ . I !- 6"L_ ~I~ r; L o !Xl ,J II o ! <( ~_ L_ I~ L_ 6 UN ITS I PAD ~ 81.501 Illl III ) _I I I-lll I~ I o L{) O'l f'- /ii;; ..\,0', f,ii' ~ ~it~ ~ lVI l~~ I,",. [~,\;,,:~, ~ I: ijll ~_ ~~. . II o o o <( CL NIl', !I-lL U<:: III ~8~1~ I PAD J 80.001 I~ I L ~L J I 1-- L~ al- to L co f'- o <( ~ .. I PAD =4 79.001 Illl III I Illl III I L{) N co f'- II ~ ! CL L_ 1 L_ o e PiD =1 78'15 ~ $ ( --- OPOSED SOUTH PO ET RETENTION ARE 1,98 ACRES ~ J _~iJ , 'I ! r;~)" I AJ v Z I ,-1\1 ,- -> ' ..' -.- /- ~- --_:, I ~ ~ ' -~/; :;\ O L""'.; (J] 1/ I'l ',' i / UJ,'\!'iE r'IIE'. ~,j(T "r(~'~~L:: \ ~ u : ,- /) '\,11 \"..,.1 i :..' (!~;i :-;'Ci!!, I s:; ~ (".1 \/.. /. ,.: - ---' _ i3i C,':::i. . I \,JJ ~ , /, /1 I ~Ul~:! \ ': \' I _t , \ I Ul ~ (Cl.--(;, \:: .\. -:ki / XI-:< '( J :'. \~",J) /) If. I ...~. .:.{;.......- ,.".' " '~"'''-fC:' ~-.-. .............., \ ' \_ 'f~::(~~:-- ~.-: :'~"~"L\~: ~::~:"-; / \ ",'. \ ;,.: ~~>. ~-~t '!-/ /' ,. " .:~ ~:,.",/ . ..f.l. - . '_ /_.-,/ """( f"'- li' '~,,~ / :-;;--'/ . '~':-:> ~ '. {/2i-l; -::--./:. >,' .- %<;;:'~~,t ".' ~. .,........... '; -h,." ~- -J~-- /' /\11 ',I:. .' ill /'~...; "-'. !"J " / ---- ;/' o o (j') LL . ~ (j')~ _ co zo ::::)NII - I"}- to "0 !Xl<( CL I"'il<.." ,'"",,-~JIP- 1~.':I"1"\j.m1 I'i"i't..<mm 1,:\' -------idl LL . f- (j')-O- _ !Xl zo ::::)O'lll - to-- <::t "0 L{)<( ..!l...- L{) N (j') LL- f-(/)O'l _ f'- ZO -::::) N--l1- I"} ill "0 co<( --n:- o ---CL (/) LL . f-(/)O'l _ f'- ZO -::::)N11 f'I) 1O "0 ~ CL 24" @ ~ , ,1"; \i \::., \1' ."'" f,'ii,~ .': . . '1 ~ ". ,. . -- , '. J I I t). ' el :)/ ) .. l . I _ .' L [. '3 :. Ii ~, I' <\I~,&)! .. .. . ! (,I \ J1f_1: : ',l'. _--l ;in . " '.;, i., : \' ' . 1, ~'~~ ~ 1'" ",~ :.;" tt ill :, , :1 .,' ..' ~ ---- -"'x~ i' \,' '~. I ,)>..1 (~ /) ''''- I' I: ., I, 'i' , i, ~~'( i .'-1, >( <l> U c .2:' \ ~ c ~~~~'i;~~;' '", :'6 I~,-J.ir_e_H~9CQnt 't(:i.l,,,,1 '''''''',ili'. ~'iI'! "",,""',, I'.q;.'~ ~"'('),I"" """':'1'" t 1:.... ".';'" ~l.'rf.p:It ~-;,;.:~:LJ1;1,"7. r:.~r "~"i' '1..,.'t!",~',i.':, /br,~1":t.. ~:,'~ '...~'i~l '\ 'A' :v :;:L":--=- "'to ~l ' ,: p p ~ 17" P P - ;..':.^i-r"~ -;--* :1 I,:y-, , ., .~~~~ - _ _ _ -"~~N-tl~',?; _~~l.&'_ N IN\" i'))U ! : ,I ~~ i ;' I , : i . ! :1 i I,) [ d, i I, I i' , , ' il i II' I ! i : ~ : \ ' , I /J ',: .~_:'C.:r I~r" ,I '!)1ff' l'j,,, 'I ;1 ~ ~', .-':'. I /1"', ~~~. ".( I 'I ' , , " I II : I !: : I ri" i: ~~ '-'f.:JI~~f _~~~ -~~l:: ~u ~ INV ." J~ ~ i~~: .~ ';i~,~tj , : , , .' : ! t I ijl( I" , I'.. ~..~ .f Ii '<1]4"4" r- x i.:.I.,-, ( I' !: I ~ ,~ r ~ ".-:!-',I"':I. I 'V I,~;UC': '-( \_:n '::: ~1t":'!' C ,~,r- j r 'j::- t '" ~ l,. /l j 1(1"'": rie!.:' <~ ~- 11} " ' \/'21 It'} !,: ;" , !f ! i\ I I' : ,I r10t I.J pr2'r \ (1: '- i.-'or NU :~er' (JtICL.'; (;.i ci I )!.-;- . // I' i ,.: Ex. FLr_e Hydro_nJ -,,) . t~ '>1 _,-- .t l'.,),f'; I' .y' \~Y'I I : "", r(]r:~ f;,: It , ..'..1" (:1:1211110."1 Of3.V/f:e , i: I .I), / ! \ (g:-b~ II k..~ I ) "" : I..'. I ~i ' )fi , ,),'1 ~ ; ..._::~ { ;~i I, '~'F'" . , '; .; I:.lfd('}.' " , 'k,r.'''..., ,.':~ ~~~ '!' ~< ;+- . ~',PI' ~'11 't~ - . -- ~S ll,j',;-- ! I N IN'! '- ~;~ ' x r"_' ..;L " ;:.: KIH L' t \: :: i< ~ > ~-IN'\: -.; '~i6 !~. N IN';' '- l~..i)c r tN', ,II ::: ~:~'(.II:' ,Jn1i r:;~J\ 1',t~ '.. ,+;.~~! "':. I~l..- /~ '; r I r ';,' (';,j ~4-.; _'_'O~~' d _ ___ , "~"\ 16" 'ilF,~/'rl'\. :". ,:' ~)!,(~::;'~.ii,:; I ! ~'" ,i '".1 .. ~..~ ,"'1-1.'(11 """// 'l,~ ,Ii" ,{" ; ~" ~. - ' O'il""liJ1' I , , . i I I I :\ ""'II i i :; ~ ' . i ! : [ll' (' Zi.'.::.1 , !:: i O~)' !~ ~'.r~:.t:" i ! I . I enl! .1:; " Ex. Fire Hydr9nt --..:: c(1: ..a 1\ : ,~ I \ i i i ";" '.' 1_.1 ,- . '. ~ I(~, ! . ':Ir~ 1 , -- '/ i~ X I'..:.~ ':, It ') (,I ; In (; l~' (;t :.,: ~ _ \/"1 tr' C"~ 7 Cd ~ {,'I \/..~rify I,~C :1 ,-}'\ .. ~: > , ' 1,....,' "_'(.1 '" .,. .. (xX wrr~:) ~~ : / I i ' ,! Iii I , , wi , ,; : f;. I . I 'I! i ' \ "'. /1" ~: I ~. ' ,~':~ .\ , ~<t~'\~ .. " \ ~:~!-l'-~t{~';'}'\ --------- '" ---- ,.,. -",'j; \ i' ------------ - ,/~I' ,.'. - - ------------ " '. ~.- ---- ~ ---- c'l'iW.J! .. ~}t, ~ ~i B'J'1 ItIfaI m_ ~\!I;I \, F xi:3tinq ., P Fl[ [0::: __ Line Pl~t City t:..tlos CIJntroct or lc fi~\rJ verify IO:.:ltii)n. ------- ------ ---- TYPICAL OH .e.OH 0' 40' 80' ~ II I SCALE: 1" = 40' >- CD C!) ~ o Cl ex: o (.) w a: lei I'" I:; Z .~ ~ .~ c.. C;; a: ~ (.) g! (j) c w 8 0 a; a.. D Z o i= (.) ::::> a: ~ (j) Z o (.) D I LO L.U I ~ ':; ~ ....... "" 0 ..J <( ~ u.. a:w>-(/)-OZ(/) OJCXlr--tO'O'<tC')C'l~ 0 Z D ~ OJ >- a:Olt'i LO 2fE~ ~Eab ~ ~ ClZf- ci (/)w W Z ZO:x; z (/)e _ '" (ii'\!) . 0 is ~ ~ (i}~ ~ g ~ G: Z :J .tLa:~ -l w<l: 0 W Owo :s od~~~ ex: C5fL. 0 a: 8 <3 a: ~ a.. ~~~~" ~ a~<\:l~ 0- Z "\ I Ui~5~ D ~i~~ ~,~. .~[~~~.~ {/)ORD:. '\ . 3fLi~w ~f~\~,~ ~ g~ .~ ~ w o.z " ;;: ;;: ~ u:: (/).UJ I.lJ u.. i= 0 w~o '-_' )wb<l: a: W I Cl .-- "'---J:r: 2: >- w ::::> f-O~ !;:( CD U (j) ~ () (j) c .. ~ ffi o Cl ..c;;.:()~"'" CJ) co() ",a::: "(J)Z ~ ~<{~ -; '" '" 0 () a: a: (/) Cl a.. 6 UNIT IRRIGA TION PLAN 10H OH ~OH OH .e.OH OH .e.OH IOH DO DO Illl \ II ------ -- i ):~ 6 UNITS ~ ~ lli ~ .~ .~ ~ ~4:i ~~ ~ .~ ~ ~ 95 ~ ~ ~ ~ .~ ~Q1 ~ ~~ C( Sj ~ ~ .~ ~13 ~ ' .~ ~ ~ ~ liJ ~ :-:-... r ~ .~ i.J) ()~ ~ 'I PAD 87,50 Illl ",' ,..., I II I III II I () ...J ...J ... <( CL ~ <( l- I W ~ o I CO ~ :g @> SPECIAL NOTES ~HALL INCLUUt A I::5ACKr LUW f-.lr<t Vtl\l I tr< A T THE SERVICE CONNECTION, - ALL IRRIGA TION SYSTEMS SHALL BE INSTALLED SO AS TO MINIMIZE SPRAY UPON ANY IMPERVIOUS SURFACE, SUCH AS SIDEWALKS AND PA VED AREAS. - ALL SYSTEMS SHALL INCLUDE A RAIN SENSOR/SHUT OFF DEVICE TO AVOID IRRIGATION DURING PERIODS OF SUFFICIENT RAINFALL. W C - en ><t a::C ....- zO: ::)0 oii o .. LLO: o~ en<t a:: 3: 00: Z<t <(W :E~ WLL ~O o~ I:_ zO 3: o .... I '-~ ! ( , .! c ::J . - UNDERGROUND IRRIGATION SHALL NOT BE INSTALLED WITHIN THE DRIPLlNES OF EXISTING TREES UNLESS ROOT PROTECTION MEASURES ARE PROVIDED. en ." r- (' , " - NO IRRIGA TION IS TO BE INSTALLED UNDER CANOPIES OF ANY TREE TO BE PRESERVED UNLESS IT IS RADIAL TO THE TREE. S H E E T N o C!) Z 1.0 1.0 ~ o 0 ~ o ~ ex: ~ 0 ~ *co ~ -;COwO D o f- a: ~ a.. 0 C\J <D <D <D OC')~ o coco ......<Df'- Q) '<t _ :'.:::C')f'-E ::JroC\Jo (j)'OCq -0';:: x OJ ro .Q ro c: ou..u...Q) a: ..: 0 32 ~ 0 0 > ~-e~ C1l~, ..... ro ' 8I~ o E f'- gcti~ C\Ja..~ Q) I- z :5 a. z o - l- e:( <-' - a: a: - IRR1 : i i . , , : I :~ . 14,:1 " . , 1~i ! ,I : : L '~ , -I' r ; I , , .- , ~L " I I : I r~ : ~ I II , , , I rr: :@ .1.,,: , " ~ 'L II ~ i _l .J ;f,. ,,~,: ~ --... ( , t __ l__ J' H ~. 1111, 1'>'-'1 II J"I' "X \ 111111 1- _: , r , ,- I \. 'AI'I ni', ARil'jf] -\jq:I.-, . :1 ,'" . " ~i,~\~ ~:~~"k~,. r.~\.:Ii~1:)V i:liWli~\\~! 1::1:!II:':;' 1',':".;,;.,.::. ~ ,~~, ;i,'\,~~\lt L[) r--- r--- co II o <( (l L __ ,- - o L[) t"- co II o <( (l L._ r-- I r- L _ I-~ L r-- - , o L[) to co II o <( (l L 1- L_ r-- ~"- L r- o o co co 1_ - II o r- <( l1-_ L_~ ! - ~ L[) L[) co '11 o <( (l r- , L_ 1 ~- 1- _ r - - L[) r--- t"} co II ~ I (l L~_ ," - L. _ o l[') N co L _ I~ 1_ II o <( (l L 1- L _ l' 'JAII'II 11,1:- 9"11 " 1- - 6"L_ ~I-- r--: I o co II o r-- <( ~ 1___ I--~ 1_._ (J) I- :) -q- ~WR~:~~;' r.~:~l:~~t,~\~:; o L[) I L r-- L _ In ilr-l I 1\: e [ I 'PAD ~ I L~L J I o '1 III L JL J I III I L ~L J I I L~ti IPAD =1 87.501 ~x x x } -~ ~:~~ . ~._~^^" ~;~:, ,~, " ..:~t~~ ~~~j:::>,,~-;~-~: ~~'<::{~;.>': . t:~ ~ ~:':~} " . ,,^ " J'I.::.. .,' ,.,.,,,..... '... ...,...... ,.; , ":)1;\<<: '.>~ ;..:~' . iSi-':;:'.:';;;;;:; ''''':" ',' ",';',V '/:'>W~'J' ,../, ....'. , . '~.;;.';:>; " / ,.': ;<;~ , :~,~.f~~:.'>: ..... ~~;: ~ ''';'"..' POOL AREA ... . ~<>l:.,.,': ': "<;;'," lO( ,.." . U20 8.F ",' 1'1 s:;'.~i:.;f;.f'Jf~.n<)~;"'f~';~~ x~ ~c=:::lc:=::::Jc::::::Jc=:::l . 32" @ II I L ~L J \ I LJL J I 6 U1NITS I PAD = 85.25 6 UNITS I PAD J 83.751 ilil I I ilil III I o I III L JL J I I ~ BNI f5 I PAD J 83.001 ~~ ~ 6 UN I TS I PAD ~ 81.501 ilil ~ I Ilil II I ~~~~~'~j, l (~ ;', ~~~: ~~iv.~. (l L_ I~ L_ o o o o --en LL~ I-(f)()) _ CD ZO -:J N-U---- t"} CO .0 co<( -ft- o L[) - LL- (J)(f)cD I:::: CO ZO --:::l ())--tj- to -q- .0 L[)<( - -0::- .. !'&1: o ..-- ...0- (f) 1.L . I-(f)r--- _ CO zo --:) ()) II to -q-l.llo ____ ...<.::C.- (l ~ ~ ~ ~ ~ ~ o l:fI (f) 1.L . l-(f)tD . _ CO ," --20- :) ()) II to -q- .0 _L[)-<f-- Q. o L[) ,......- (J) LL . I-(f)-q- _ CO ..' --20- :J ()) II tD -q- .0 -L[)-<f-- Q. .. _ ...cL o (J) LL . I-(f)-q- _ CO ---z 0- :) N II t"} to .0 -co~ (l o ~.~~j o o ----I{? 1.L . (f) --"'l- . _ CO Z 0 Tv :) Nil" - t"}- CO - 0 CO<( (l l ,,"""'~ ~'. 1.~t{'.I:'~Lh ~il ~LL . I- (f)-o- _ CO zo :) ()) II - co- -q- .0 L[)<( " ", , " ~.AO 01: J. [' i I . <% ~o" ..l 'f' , ! ,yr:i:-+ .. I l' f , , , TS, -"-j :l 1 ~ r~ . j .' . ~ I ,/ ,',." <! .lr . i - i " r, I: . " .'J'" , . . , , '. " :l . . ' . <. ~ \ . It I . ~I '.J '. . <:J 5"4" I -<1~ n . J ~~ r. .';>, I~ L 3 ,[ '.: i : I t . I ~ i I j, I , , . I IT ': . \.. I: I I: I ! 1 1 I I, : f :;: , to I , 6" ~, I i r ! I ,i ; !". ; ! ~ r I ~ \ I I: : : +~ t ,'I.!lII ... ! !~ i I ~, 7 I i I I i I I' .. i: i . I I ,i . , I I -: ! p)} I. -- ~+r- ~-ii , , f' I ~ i . I ,! .. . Ii _ _ I-I (, 1 \ ~ , , ' / \I >',{ 1"1 - , ~ II /';~' ej1',';:JtF:1 , .!,/~:\ 'J' ic'-~ .(1;".. . \~i : I c :~. ! ~ ' t: . !: : i I 'I r-n~-p;~V~::r9 ~;, :: I tl l.l T:t T Ii: I \:! !f-~ fl, , i; i, r .'9 -~ t: f,,\; H tl ': hi\, i I' \ fit, '. I:. " r( IIi ~ : I I ~ i.! , '. .~: ~? ~J.'J :'~,~ ~ r <:"\ (]', E X: fir e Hydr ant 3;)( ink1t~:- \':',Ive r--' , [n! \ 7" ....." , I ,,~, I, ~5" 7"10';' ....".) ,- ? " I' 't. ( ,') ~ ~ 8" ", c/ ) 7 ~. 7" 1 ," ~6" ~.- ~ 4 Uf'lITS 15.69p SFI PAD = 89.50 6 UNITS \ 8,32\0 SFI PAD = 89.50 4 UNITS \ 5,69P SFI 4 PAD = 90.60 . 40 . . . ~~~~~c::::==::::Ic=:::l~c:=:::=l~ . , ' ~~c:::::::::J~c::::==::::Ic=:::lc=Jc::=:=Jc=:lc:::::::::J c:::::::::J~c:::::::::Jc=:::lc::==lc:::::::::Jc:::::::::Jc:::::::::J~c::=::J !: i I' t I ~e I: I I: ,-t. c " -,. o [i l:i I I[ o _0 , - q LL. I., - (J) (J) 0 " ,I i : f:::: ()) zo :)~I\ t"} co - 0 ~<( (l '.'>-, r. 'J " I '" tl I , .. (.Ii 1;1 I: ~. i ,I ~_.. . ... .. .'...... ;' /' 12: \. Ex. Fire ). I '). .'.. ,- -- --- -. 'I.;~.,\' ""'~'i.v.w. ~''1~.'~ .~~;. ...<..k )\'-8>;~ b~~'~~'f _n ;[!eorl't,lQrer ~'!c:< i I .' I }' 1/' I r I I . , I 10" :@ ~i ~I I , 1 ,". , ...... "I ... C o a: z Oi In 01 ~ );.- (~ C ...I I 10" @ i . IPP l I " ). , E yi"::~~iny ~i:'\I~ C'..:"- I I //( !/ I ,- ~:'.n\rccl,,: 1." '/e, : ~ 'f 1.-:- (~ '-; ~ . '. . ~ ( (; i l I ~ ' \~ i: :, 3" @ ! ~10" '1~ ~ !J , J; I i.U i' I '~--l~1 ~. i-"! . i J-- '., I -;'li~;_lLf~'T;'fti~ ~ ir~;~ ~ ;.~.::!, f I , ~<,J " /,/'-"1 - I I I c .f y i' If. I. i ~ ;1 ! I ' I p" A;:. _ _.. .'" ~.. ~-:v -- -~ , \ ".%~- ) ''''-''''6 " r' \: I Il~ t: i, ;11 I II I ii:) I '-.....'l, !:',,\j! J. . '>' Ii I' I: i" I [' ! 1\ ! <lJ u C )~ ~: ,:,i c :::j;(J!Wt~ . ._- 'T~b?U~~(.~(< ~~.\B~; B o : '" , fi] , . . . , E:3J ~ ~ ' ~. . ~ ' '. . . ~ ' ~ ~: :, I r, ~ ~ ~ ' , . ~ ... ' .' ~ ... .' ~ .' . n .' . U ~ ~ ~ . ~ ~ '. ~ o _ .cL- (J)LLO f::::(J)()) ZO -:) NIf- I") co .0 _COA.- (l Ii] F J: :___-1 --- --1 'I il ii I! OH .e-OH TYPI CAL o . x. [B Del ~. . n. .', u '. ~ n '. '. . U 4 .' ~ ~ '.... ~ ' ~ ~ . r o -l.J-~ (j)(f)O f:::: ()) zo ~ N"'1I t") co - 0 _co~ (lU_H 1(.0 . l..._ Illl I II I' ~ ,l.l./ --- I,ll] C!ll:i II ,\/B ~ ~ _~_=-__ -==_ -=- ~__.f/:..._ _-::-::. '.' '''' ",-"", ..".... I, I r I ~~ ..."...... '" . .'1 ,0".-",'..... ,_, ',.'M'~L~"ull~ BLACK BURN STREET 10" ~ g" 10JWlJ~ .:)" \ ,I, : ~ "L I, -. :: <; . :1'):,. I .~\..; . ~ '., .;." ~ >;~...~.~,~ ~~; :,'~>~~:::: ~: ~:i~\Lf,"~~. r.j~,; ;.:.:.. ~',; .,/I;~',-;:.. {.:: . ---- -T=---=-.~:::-_.:;:-~ ~:... _,:,":---'''~ '._::--.j-- \ / g" ~ ~g" Coun t Y \'1 r: ',er 1_ in", / " TS , 9 ~9" ~ ~10" \ ~~2J \;/,~t,~;,~.; (:-l"~ t!'!iX('~"<\':1~;~~ _m ~:~;!jiiil.' l~tl~ ~~\1!iI IRI! :,l!!iWb1~ 1jlS~~'lj~,! ~1 , ,~X;:;;~\::/ ~:,7 !~-1 o' 40' ~ I SCALE: 1" 80' I 40' 6 UNIT IRRIGA TION PLAN OH .e-OH OH .e-OH OH OH :e.OH DO -',1 f~' 6 U NTTS PAD 87.50 Illl ".' t.., I II I III II I SPECIAL NOTES - ALL IRRIGATION SYSTEMS CONNECTED TO POTABLE WATER SUPPLY SYSTEMS SHALL INCLUDE A BACKFLOW PREVENTER AT THE SERVICE CONNECTION, - ALL IRRIGA TION SYSTEMS SHALL BE INSTALLEO SO AS TO MINIMIZE SPRAY UPON ANY IMPERVIOUS SURFACE, SUCH ASS IDE W A L K SAN D PAVE D ARE AS. - ALL SYSTEMS SHALL INCLUDE A RAIN SEN SOR ISH U T OFF DE VI CE TO A VOl D IRRIGATION DURING PERIODS OF SUFFICIENT RAINFALL. - UNDERGROUND IRRIGATION SHALL NOT BE INSTALLED WITHIN THE DRIPLlNES OF EXISTING TREES UNLESS ROOT PROTECTION MEASURES ARE PROVIDED, - NO IRRIGATION IS TO BE INSTALLED UNDER CANOPIES OF ANY TREE TO BE PRESERVED UNLESS IT IS RADIAL TO THE TREE, r". -, L; r- [ I ,~ (r '- -f" :" " , " r C ---1 cd: --7 d'.-- , 10; >- 10' CD I I I C) ~ o Cl a: o (,) w a: o <t ~ Z .~ ~ 5 a.. ~ a: ~ (,) g: C/) l: LU 8 Cl :u CL D z o i= (,) ::J a: tn z o (,) D <t. ~ u. I U1 W ~ !;,{ ~ Cl D OJ co ..... <0 a:LLJ>-Cj)-OZU) c .. ~ ffi o " ..c..O~1- (/)fuO~a: .. C/) Z :: ~<(~ -; ~ ~ 0 o a: cr: U) 0 CL ~ a:OLri 01E8 ~ C\l OZI- ZQI <(C/)CD OC/)- w-a: -~>- CLa:c.. 8lf8 wz~ (Dill"" 1-1=0 ~a:~ >-~d' <(I-z ~::>- C/)oa: zI I- :3~- c.. CD wOz C/)~w WLLO IO;> 1-0<( ~ () ....I ....I ~ ~ ~ ~ .~ .~ ~ ~li1 liJ~ ~ .~ s::: ~ 95 ~ ~ ~ ~ '~ ~~ s::: ~~ ~ Sj ~ ~ .~ gj'f5 ~ ' '~ '" ~ ~ liJ ~ ~ r~ ~ f';! ':-... '(j G s::: tti ~ I- I I I.' i '.~ Ex. Fire Hydrant ~,\ :HI"'! illr. ~..;, - '!~-.;,,;~--r:'''.~;;'' .. .',::.,:- - ;':."'.-'i'.... l'''I''.i''',\';,~ .({.;:::.r -U'\.~r,'~r;"\: 'l,f.....",'S,.j ,!'i.,,\",-'-, ",t,..I" I~~ ':,',hl,"~'. .; wive .,~. , , 'to "'\ I i I "~ I ,0.1'. 17" ,I,? . tr"'lT~' -1 .' /-' .. . '.. t, '.... o .. <( a.. ~ <( ~ I W ~ o I CO ~ en w C - en ><C a:C 1-- zO: :JO oLt o ~ u.0: O~ en<C a: 3: 00: z<C c:(W ~G WI!. ~O o~ ~- zO 3: o I- _.'-"-- " : ") \. ..,I S H E E T N o C) Z LO LO ~ o 0 ~ o I a: I "l:t W T"" 0 a.. ~CO ..t- -jCOwO D o I- a: <( CL 0 ~ >- ~00 ~ ~ cillSt':! Ui z Z C/)- . s2i~ ~ ~ -lw<( 0 W S <>:l~~~ a: a: O<(-N a.. _wuffia: Z ZC/)Wo <( (,!2~~:r: D :r: ~:3~~ C/)ow<( o WWO~ ~ ~a:;>0 .::>t':!<(w a: 'OC/) !;;: 0 ~~C3 g u. a:>~ ~ 0 LLJI-<( a: W :r: ~ >- w ::J ~ (DUC/) () C/) C\l <0 <0 <0 0(")";- Oc:oCO "-<01'- (i) '<:t'_ :'.::(,,)I'-E :J(\jC\lO C/)"OC~ -0';:: x Ol (\j .Q (\j c: o LL. LL. Q) a: ~ 0 :g ~ 0 0 ~ (1)..QLO , - '- Q') ;: :J ca dJ ;: OICO;: oEI'- g(\'jjC:' C\la..~ (i) ~ z :3 D.. Z o - l- e:( " - a: a: - IRR2 30.0 D' -- - ~ ~-=:J y/ ~- D/- >.-. _J _L / -~ ~'!}'~WJ~t: ~ ~;fh~";l m~11~:'Ri" ,~',fl,~~'~'Ji;,~~ ~;;~nt1\:~~'~ '\ I~"~' I~'~I, . I I . . I . I , . -m-.= G ? . g I ,. . ~r 'J: I!! l) ii. ~ ill ~ " 11 .x C il:x ] :!I u II 'UJ Ii: III II. ~,~,~,!,::;';'~;l. ::~ " I. . ': I Ii. I: : I 'I ' i . l~ , I , ,; :~~ :J:,:i~~~" ~ ~:~;~;; I. I I I . I : I~ I : I I jl [ : :.'r-8 ir~) ::i~i: ~---- ,"--.. '-- ~ti~~~~)!~: !,\. L() ~M-#P:: -,,(f'f!?~ ,. , ./ 5, IltNf\'~ ~ -'~~.'.~~ I' \ ;iJ!J .~ (r'-i- - _ .h~..~,?;~ J f Ir-,:\I : E50' --W-'/ '.J:~:) (~' - 4 11- :, I 9 10'- t5 - 1 ~.,.<:iI! -, . <J . <J <1J . _ - - - - - - - - - 5~8"0l1" - - ,,~..~'t~ - - - - - - - - - - - - - ---::-" - - - - --:- rUB ~ ~ fA'--' A i Ii [< d, 15 6' wood fence "T.Ut1 . . '.~ and ence _,.,_"'~"'_',.,-'v"""""-"'~.,-,., \', ^ rL,r," _...~..._..._..~..._...=-x... -,,-' ^' 1 ~t' .. -,,'-"'-'" ... .." - , " 455" 5"5"6" PP :. ','; ~^_ P.p iIlh ,)i( ^ ~4 4 . "". I <) PP--'.- --=---~===wm=-.~'---- ==7?')'---WfT"F ':1/iJ=-.-'=-= -==wr'. - " ~ ~bt .;, \ - ~ - -~~-- _-,J-~___-__-="v..'~-=---'--"'--".--mTT'- -. """'<J _ _ _ _ _ _ _ _ _ _ _ - - - (-- -~ -- ~- ~T=-i' - - ~f;~'+C-:='-- 'I~ -=r---T - r ~---~r.w=-=-'~~Wj,"-1 .----:=i'- ~'O" .. Qo, r:"7'7IEl . b l~ r-7'10~ t}.-.,.,-, []-:-;-, ~ 'nl"'"';""t r:-:-:';Iob-:. ~ O~ 30"~ [4 U~ITSh I 16 ~NITS~ I 14 U~ITS~ 5,691'-' SF 8.3'10 SF 5,69t'-' SF PAD = 88. 0 PAD = 88. 5 PAD = 88. 5 _ I I I I I i:t), r1}, ----I7 I" I ,." r"1 1.11 r"]..-.- . , . - I[ _0 _ U ~ , r UI~ ~~ i~~ : to 0:5'0 -<{ Ij _CL o LI 9" ~$13" 11" \ + ::- ," ,,,.-,,,,\ ! ~ " , I . ; _ ~__-.J I .. I )! ../ ...... -. .. ... ..... . - I~ .~~ -,..""" "::j- - 'foI! , IT r.~ :..........: I.', - -~ -11: -~~ P":' -l ~c=:::::Jt=;Jc::=:Jc:=::::Jc:=::::J (Ud --+-' ( ! " \) j ; , I ! i ~ ..J. ..-.J ~c::::=::Jc=:::::Jc:=::::Jt:::=:::Jc=:::::J 15"15" <1J toe of slope e : E I~- - o II ~[. 0 \ I (f) L() I f:= ai 7' o:::L.-.. I [:::JO '<t<{ i~r CL_ I [ iii ~~.. -- . ~ : _ _ - ~ i ---.- " -". !) . , i; \ I -. -. . , , p ... I Z <( Ow 0....0:: "I:: <( l' :,:r (f) ~\:I-ZW , i 0:: 0 0::: ,: 10-U ~~<( ib ~ .q- WW"'"": (/)0:::..- o 0....1- ow 0::;.3: b..: - . . t II III i I Q:ti!~: . II: :' i I!: i I I " ! i!,:: i j , I I ' ~, ~ I'll' i . 'I i ! i!:: l I : I [ I li18- : L_~ ~ li:J I [<I- 4- ~ ~-~ ijL >;:/::=========:"'- ~ '" I / ~ ~ 1'\Ii"" '/~\v= ~'I~""'" ....-., .-.....- --" .~"""",. -~~~ ","... ....-.., f.~:"",,( ~:\jI&;;,: 1._.;.._. "-".,.,, ,.\ l\\';iR'8i: t~ .-). / 'I. !Ifill'". liJl:flfrnwl~' /~' ~'rnlr' .1: rvn.ll"" ~l',j:W:,.~'I' 1~~1f:\t 'If.'\~'?';1 ~.. ~~(rif[ WI.~. f:'l~"'", ~_ ~: '... ' -------~-.-..~-~.~..-----.._~- . 1"""""1 nln ...,...." I ,....., nln ,......., I r.-I do P""1 f) '. ' I .., I I' I' I E- 6 UNITS ~~ 1-.. ---I J _I IpAD J 88.501 I C~ [j I I" li - I" -1:- - I"ll"l I ~ _ 1 ~ I r,r, I: H9 ! h- :~ : : :: ~ ! : i ~ : ; ~ : , : ::' I ,I, " , I I j I! : ::: ,: ,I :', " ~ . , i i .. .~.II H. '------ r- L__ o --0 UlLL . f-UlO _ O'l Z-CL ::> N II I"') to "0 ~ CL - \ -~'~ .....- - '"", -r:; .tr r.~ -= I - - b - I _L ~ I : L[ <{ I ~L~ I L_ - ~~,~}~r ~j~~.~ - - I',!l""~'" '"'~'\;:\"": I" _., l~(~, \','~, t~'I',~,l,,,'~l\: I r ~/~::':' ]" 1~6INLlN:: JJ - r L L() - I~ r--- LU- o . O'l I' II ,.~ o <{ CL - I L I L_ ~ ""'" t """ ~ I I I I I I ~ .-'0<: II II II 0 eO m rlJr-f :":1 - ,. ~I II - I II III r - ",8 oJ4 'I: 1I1fT- *1 11' 1111/ - - - ~I ~I 1111/ I - =1'11 1111/ ... : I Ii II " 'I' o i ~\ . 'IJt .. . r~ .. Il"""~ru li '.'11 II 1: ilJ: ! 11111 ~ i --Itril--- ~ 11111 11 11111 ~ 11111 Iii 11111 III JlJII ~II T iJ OJ 11111 !.... ()' ~.llll =11111 ~FI' 11111 ~, ~ illl I ~ I'rt '!'! ,;:1\ "!II :,il\ :1;; \ \J: 1 5"4" <) ~ I I 1r -r:'}, IV'" ,..J .'. . ". r.-" , , .~ .--..J '. ., l'l~' .- : I I ~-1'7 fi1h.'.'" OUTPARGEL 88,300 S.F. 1'" ~ 9" ~ 11" ~.. 8" ~ 9" ,.,..~ ~ 10" ~ 8" ~ II:, t=:=) C:=J c::=:::J t=:=) ~ t=:=) ~ ~t=:=)t=:=)~c==::lc==::lc::=::lc:::::::::::lc:::::::::::l ~c:::::::::::lc:::::::::::lc::::=:::Jc:::::::::::lc:::::::::::lc:::::::::::lc:=:;,c:::::::::::l 10" , ~ . ...... o 8" 7" ~ rn (@ ---. _ ~ rID 0 ."5" I "'.AP'E5%v '17)" ~o ._riY;;~~/~'1 I"'" R,. A :n: I~ c:::::::::::l C:=J c:::::::::::l ~ C=::::J c:::::::::::l c=::I ~ c:::::::::::l C=::::J ~ c:::::::::::l c:::::::::::l = c=:=J : 8" ~., 4~ /~ /' I' c~/ ..-11 v'--Ol 4Y . .', " ' , " ..' . " : ..' , lIJllI: ',.1 i'<J I ~ I 5" '.- I \ .. ~. .'Li.:J I: '. I :'LJ l:1 j'J .y u....J '}I -,"-=-I <) 9"'2" I v- '" I:. ~ l.{;3: ~ l.{;3 r'" L.{,J' :1 @ : r 11~"''''",,,, 14 U~ITS 1 '" 14 U~ITS 1 ",. 14 U~ITS 1 "" <)'5"" ~"~'"~. ~o :: -nor ~ I II ~.: Fuf :t1 -:-< 5 690 SF 5,690 SF 5,690 SF 10,,1 l f!Jl. J '\ '~F4D =1 89.qo p4D =188.15 p4D =1 89.qO ~o" ~o" ~':: ,I '1 I t I~I ~.~L=DI.'::'1 L~.~ ['-'DI.'::'1 '_ .:r'~J LOU L 4D>2".J ru-- '. ~ j i pi 1"tJ ,. . - I t if . I -~'"" I [:J rn r,/ I~ I : l:l 11:1 . ,...",~ tll I I ___ _ - ,?b,,~~I~J__...\ II -I I !-: / i) ~. 1~';!I~LI'~E - --- ---. \ ---_-__~:--~-------~ ~ !~ ~. ~ ... ~.. .~~PF:U>TI]'. ~J\ITPDL_E~ 1.-.....:.. __ __ .",;/ ~ ___ ---/'1/-- _~, /.... s,CO"@.-F~ _.d_ DO _ .' 621~--&'/:-"--- , :jF, 1~ r ~<~ _...~~,......(,-.~..""/~=~";~ - :~-r/.'-- -~:"":-.::' r"'-X7'~-:;;;;.!"Wl~"'~'" -l~'-:~Oin link fence \IT---'il...- '0 wood Tence~2"d ...-. T ) r -::"'::" -~_.\C--~ 1111 H I~ , , .II , ii' ~ 6' wood fence I li:- \..11 MP ~ 6' Ichain link fence I : I III III " .' 'i,' 1I~ :: --l1 "'- '3hF'(J I ; 6.1 Ii . I' ~f~/' 'I ~ \ 'I I ' <thaln In.~l' e ~ : ;:' ! + t' I ~ ~ ~ ~ i : : I: .L'~ ~ 7" I ' I \ II, I ~ \ ..... .;. .;;~I .1 ,,-L.. i,"::"~ ..:... -:.-- uDs":'" ~ _ _ _ uos- _ _ _ UDS- _ _ _ UDS- _ _ _ UDS- _ _ - - DS- - - - - UDS - - - - UDS- - - - UDS- - - - - UDS- - ) ,;. I 7" ~,I "4-r:IV :i ~ I : I f............._ I' 1 \ ", . II I I~II II ~ --.!)~.1 J.,._~~"l~'J,/.L I F 4' ~ \~~. : :~5 '~l , I': All. r \~ j \/ - 85 ~ \ :1; ,i ~ Vy 'Ny, - ~~I,::' c:1I 1r~~~~~~~- il!i I i'll \ \ \ I \ \ I \ \ I T' I I I \ I ,: \ I \ I Ii II \I I I J\ ~ot tle:ol blla II I I I I I \ II Q) c P.f'.I) C;., ! ;~ i Ii '-:J '1 Ii i ~ I ',I 'A" " I il~ I If 'f ~) 1, I !i ~ '. 1,3 ^_ L ~ \ :,1' P ^ 4' IV/, -- ~ ~'-' 'i\:.O'l ,- , ~ Inl ~ / .~ OH .e-OH ~OH -8OH .e-OH .e.CYM ~ ~DD 1'1 ~ ~ ~ [~ ~ l 1 ~ r,,0-~ TYPICAL 6 UNIT IRRIGA TION PLAN ~OH .e-OH -8OH ~OH :e.OH l' :J(Il r-:l 0 [J :z :J~ :J~ :J~ PAD ~ I"ll"l I" '~--.nl II I~~':"'~~I ~ ~ ~ ~ o ~'- J. r:l DO Il r-:J i ~ '; \ IIi} .. i-- -.7 -~--- I! , \; I, 3" I: ~ 6 /~ : \ ' .... ;:( ~ \ UNITS u118~50 ~II-- II I'] ,~_:: I II I r HO~ to ~ j ~ 1 C I ,ill it i i' ~: fi13" i: ~ 'I I .'--_ '::,_,,;,-,1: h'J;r:, i ~ ;! ~' wood fence i. -u- !l ! l_lrlC I' 'f.'3 ~b ;,1 l' ~! " t.l ll\ ~~ 24"1 @i -: 1 );J ;' '- :3' wood fence , . ~ ",; I _ _,' ~ I _uio -0-,:).. I "/1 i~'!, ...., \ .... t. '. 'C! I '/1 I .' I . " I i i O'ui , I " i D:' ~ ~ i ' : I.or I p' rSt-~ I "W-'9' ".l~ I-Z~ I I; IOi: lig ! Cl)r I 1 i 1l I:~\., fi~ I~l:; lis . 0 I C;'.: ,,' 1-5 I ,1 ' I :) . I.....': l'UJ . r, I I : ; I Ii! ~ i i ;. : ~ . i "; t/ I - ALL IRRIGATION SYSTEMS CONNECTED TO POTABLE WATER SUPPLY SYSTEMS SHALL INCLUDE A BACKFLOW PREVENTER AT THE SERVICE CONNECTION. ~ ~ ~ l '" o ~~ ~s... ;t ~s... P. 'iB.4 ' .... ...... o r S ~' SPECI AL NOTES I IE, '"" rr" @) r h' _<~..._~: v, J.c.Ki J, --- r-. I 1 nWJn ":--//~.~ - Ex. Fire Hydr~]nt I 1/ ~, '. u_ :: . I I f~ II I : ~t:-_~-f'~''',~'','T.-' ..~H'I'NLh~R-'% L - //I'-_;:~~~,~,: j ~ ,r~\, :0 ,\.: ['.l ~- \ I~':, - it :,"J I 'T.[ 1 I '?:I . ~ I II i \1.: II i l II I i 'I t ; i 1 ~: . I I !I i I. i I I '~I !: (/J; [ · I j'! " , "J'...,,' ill".,.,~ll i ~~. "." ~'l' """" ,., '''' '\'" . \" 1'1/",1.,\"" l1"'-" I {',~:\'T;)'\\" (',.'.~l~l',~,,~' I? ";[1:, " " ,:j ~:.','\-~'.'.':'1~'\ I'~:'f"y'" ' ";1, I '. ,:!:"" "i,~p'" 'Ii- Ii,,' ~ f . ! it v rt- .: i) -1/ I"" !"'J' "llr," f,-~ I , ( ....."! - ,. I '~: tiP: f;\:,~n I I, 'I .fr : i 1 ~; i}\,,',,~e .. I Ii';' .4.'1 I I I I :, I I i.Ji~ 6~ I I I ~ I'll I: I I 1 I g I I I;; I I. I /'115\P I r" . \ - NO IRRIGATION IS TO BE INSTALLED UNDER CANOPIES OF ANY TREE TO BE PRESERVED UNLESS I T IS RADIAL TO THE TREE, 'T I I' 1"''-' ~ 'c .': ! - ALL IRRIGA TION SYSTEMS SHALL BE INSTALLED SO AS TO MINIMIZE SPRAY UPON ANY IMPERVIOUS SURFACE, SUCH AS SIDEWALKS AND PAVED AREAS. ! 0) ! I v ! ~ I ~ " ; . \ 1 ! ?, I I J C i -.J ; r ~ /.~ : Ii- ~ l' ... ! ! I ~: 'o(! ~ \ Ir: q " PI: C.~n~, - ALL SYSTEMS SHALL INCLUDE A RAIN SENSOR/SHUT OFF DEVICE TO AVOID IRRIGATION DURING PERIODS OF SUFFICIENT RAINFALL, L:r',c, \-,(:~ \tJ~y P,,~\_';~.:.. (~,~:t'lil'(l,::t.,"r t(l l:.:~!(j .jt't' I' " 1[:-1(1 \ i;' .<:<~! ~ i >. - UNDERGROUND IRRIGATION SHALL NOT BE INSTALLED WITHIN THE DRIPLlNES OF EXISTING TREES UNLESS ROOT PROTECTION MEASURES ARE PROVIDED. ~t4i~ ~~. _~ !J\\);j~,: I \ ~ I . I iJ.?] :Lit i I I f I I . : 1. IP'"~ I ~ N '-.... 0' 40' ~ I SCALE: 1" = 40' 1,- 1....' r r -r ~ , ("'J ( ,. . ~ u, ~~ ( ~ 80' I - ---.J ..... . -,,- ~ : : : ! : I () I >- I () co i ' i I I j : I i 101' ~ z .~ Q c f- a 0.. : ~ a: I ~ () g! en I 8 w I I ~ Cl I 0- I i I I I i I I C) ~ Cl Cl a: o () w a: o z o i= () :::> a: f- en Z o () D : I I ~ ~ I I 'f' Cl I I 0 01 <Xl ..... (0 I1l 'f' C') C\II~ d I Z CI:W>-(/)-OZ(/) C a: 3: w o C) .r::..()~1- CJ)1ri()~C:: .. en Z ~ ~<(~ -; ~ ~ 0 () a: CI: (/) 0 0- :: a:0<ri oa:g ~LL", OZI- ZOI <i(ii<!l oen- \!!:E~ a. a: 11. OLlJO 00.0 :=gtjJQJ I-~u O-z za:_ >-~C!i <il-z :;:<::>- enoffi ZILlJ <i!::: o:~ LlJoz en\!!LlJ LlJLLO I05 I-O<i :;:< ~ rl.~"~J~~.... I : I[ :yC? - . 'UlLL~ .'f-UlO I f~. ~ ~ : I . I"') to -0 ~ :n ~~ o Vi I -0 - ~ : LC +-' I I : I -' I I I I ...... I I I :1 11- - :L I . t- I :, Jh- I I : I F'" ~ f-1' 'All. IIIE ~' r.~ () ...J ...J ... <( a.. ::E <( l- I W ~ o I CO ~ W C - en ><C 0:0 1-- Za: ::JO oLt o .. LLa: o~ en<C 0::= Oa: z<C <(W ~~ WLL ~O O~ :3:_ ZO ~ o I- S H E E T N o ~ ~ ~ ~ ,~ .~ ~ ~4J 4Jre ~ ,~ s:: ~ g,) ~ ~ ~ ~ .~ ~~ ~ rs:{Q ~ ~ '~ gji3 9:) , .~ ~ ~~ 4J~ ~ SJ .~ ~ ~ ~ (tj '-.J ...J <{ Z u: C) Z LO LO ~ o 0:2: o I a: I '<:t UJ T"" 0 0.. ~co ~ -;COwO D o I- a: - ~00 ~ ~ ci~~ <0 Z Z en - . .06 ~ :2: g~a: Z :::::i -1LlJ CI:' en 0 LlJ <! ~~Q15 '1~~~LlJ a: --, 0 en !;;: 0 W:::;(3o u. 6:;;~ u: ffi I- - LlJ ~ ~ CDOen () ~ '0 C\I (,0 (,0 (,0 OC')..t- o COCO T""(,Ot-- Q) ~ - :t:::C')t--E ::JcoC\lO en"Ot::.~ -0';:: x OJ CO .Q CO c: 0u.u.Q) a: ..: 0 :'Q ~ 0 0 > ~ -e ~ co~. ~ CO I 8:I:~ o E t-- gctiF:' C\Io..g Q) f- o i3 ::) I- (j) Z C) en It. c ~ z :3 a.. z o - l- e::( o - a: a: - IRR3 .,1 ~ ..... .~c}-e-~ I-iUNTER .~Ile~ I-iUNTER "(}e~ RAINBIRD *""'''- I-iUNTER , tGl" Gl . ~ e ~ I-iUNTER @) I-iUNTER @ WA TT5 + I-iUNTER ~ APPROvED APPROvED I" APPROvED APPROvED . APPROVED @) APPROvED ~ - ~~ . ....... .:' .-.;.. "'""'" .' .'- . e: 1 r n::a , '-,=," ibJ CROSS OUTSID~ WALL . c::::J ~i" nil htl U& - . (' -, .. n GROUND ROD ' , . '1lJW , ! Z ~~CJfK B~~/1 04J 14/1 DIRECT BURIAL WIRE INSTALLED IN CONDUIT OR UNDER MAINLINE, , ~. ) ;,t,~' PLACE A LAMINATED LIST OF ZONE INFORMATION INSIDE CONTROLLER DOOR CONTROLLER DET AI L I~IGA TION L.EGEND 1:111-= f..L IIw14 ..,.".. I NI I CIPI1 IUD PR05-iZl/O 5PRAY pop-up PR05-12 5PRAY pop-up 5EE NOZZLE CI-iART RAIN BIRD PA85-5I-iRUB ADAPTER IN5T ALLED ON PVC RI5ER. I-iUNTER PR05-12 WITI-i ~ 5ERIE5 MPR 5TREAM BUBBLER NOZZLE5 ~~~~:~I 4iZ> I ~ ~ A~. '4 1.4 ICC 5ERIE5 CONTROLLER. TO BE LOCATED IN Tl-i15 GENERAL AREA. WITI-i MINI-CLICK II RAIN 5EN50R. (12iZl VOL T5 liZl AMP BREAKER.) I-iUNTER PUP 4" PoP-uP ROTOR WATT5" REDUCED PRE55URE TYPE BACKFLOW DEviCE. ICV 5ERIE5 ELECTRIC REMOTE VALvE, 51ZE PER PLAN. LINE 51ZE BRA55 GATE vALvE, 5EE 5PEC5. 51ZE PER PLAN. CLA55 5CI-i 4iZl PVC MAINLINE 51ZE A5 NOTED ON PLAN5. 5CI-i l/OiZl PVC LATERAL LINE A5 51-i0ll.N UNTIL A 5MALLER 51ZE 15 5I-iOll.N. U5E Vl" PIPE ON ALL I-iEAD5 WITI-i A TOTAL OF /0 GPM. 5CI-i 4iZl pvc 5LEEvE-MIN. TWICE TI-iE INNER PIPE DIA. CONTROL WIRE 5l-iALL BE 5LEEvED 5EPARATEL Y IN5TALL (2) 5PARE WlRE5 PLU5 A GROUND FROM IRRIGATION CONTROLLER TO Tl-i15 POINT. WATER METER BY OTHER5 (TO BE DETERMINED) PIPE (TYP,) - .. w.ra 5EE DETAIL 5EE DETAIL 5EE DETAIL 5EE DETAIL 4!;' 4iZ>' 33' 5EE DETAIL 5EE DETAIL 5EE DETAIL 5EE DETAIL 5EE DETAIL 5EE DETAIL 5EE DETAIL 5EE DETAIL 5EE DETAIL 5EE DETAIL REBAR BENT AROUND - FITTING (TYP,) ~~;_-i.::.;;> , j :". . . I -., , ,-' , _' I ":_ _ . _ ~. , I ;i:-~il~"_ -::.1 . :' _ ii" I -- I, _ 6:lI2 I ,-I .~ I : i 1_ _ ~ ': I 11- I ~, t 'YI" ,- i.,:!::':"~' '" : .iJ: ~ -~ u_! :--~~.I --;'1 , 1- , , 'I ...~'" ...,.1J,g>::,. ",- ELL TEE TI-lRUST BLOCK DETAIL ] . MINI-CLICK If IRRIGATION CONTROLLER i (SEE LEGEND FOR TYPE) ~ (REQUIREMt:NTS VARY - CHECK CODES FIRST) .. ; JUNCTION BOX ELEC, CONDUIT REDUCED PRESSURE (120 V PWR. IN) r BACKFLOW ELEC. CONDUIT GALV, UNION (24 V PWR OUT) - (1 OF 2) GALV, GALV, ELL ~~PO';~ .;(' OF 4) ~t LINE SIZE BRASS - ~ BALL VALVE MIN.~ 12 GALV, NIP~~E - 1 uF .3 " ~--, ~~ . I 'I' I.,-.l., I -::\ i:. . ~_ I I ~ : I . i I - , -~ ' ,,-,;"-~, : :~': J ':-, '?'-7' , I , , , . I " I ~; , . -c' , _.1:. , " , , I I"..!' 1-- , i ~ : TO POC .- . I I 0 LflU, THE BACK FLOW LOCATION AS SHOWN ON PLAN IS FOR CLARITY REASON ONLY, THE IRR. CONTRACTOR SHALL FIELD LOCATE BACK FLOW PER OWNER REP. SPARE WIRES _lAs PER PLAN II - ~ 10 BACK FLOW DET AI L (jt~;:f" 1-' FITTING (TYPICAL) CONCRETE THRUST BLOCK (TYP,) 45. ELL UNDISTURBED SOIL (TYP,) SNAP- TITE CONNECTOR ELEC, VALVE (SEE LEGEND) AMETEK 12" X 18" r::ALV€ 80' I fl -11M '" !i ,__ .:~t ~~" n- I.1:.l' '_ ~rT;-~ I~ ,I ,/"'145 TYP, ,. '~I , - ~II ~ -_"_, .:7,,?:~, ",:'p _,:\:\':' _ ~ . v-".., '_.' - ',,"_'-~' '..... ',J'JI 8" GRAVEL Bf>SE'< ~~ TYP, ALL VALVES ~.. MAINLINE : n~' .,'~'; . ~..::'~ :~ '. : -- ~ . . ,:i , ,:ji _,_,-.1 'I' FINISH GRADE 18" t. , ! i ~ - .'" : _+_: .'i! ~'. p. ;-,(' I,. . ~, .a -. --. I ,n..IILJN. ~T ~ I t:.1I WATER 50URCE , ~-"I I ~...~ A 1. WATER MU5T BE DELIvERED TO TI-iE 51TE AT 5UFFICIENT PRE55URE AND FLOW TO PROViDE MAXIMUM PERFORMANCE A5 51-i0WN BELOW: PRE55URE REQUIREMENT - /OiZl P51 WORKING PRE55URE AT FIELD LOCATION AND ELEVATION - 4iZl P51 AT BA5E OF 5PRINKLER I-iEAD FLOW REQUIREMENT5 N/A- GPM MAXIMUM FLOW RATE N/A- GPM MINIMUM FLOW RATE DIFFERENCE5 IN AvAILABLE FLOW AND OR PRE55URE WILL REQUIRE DE51GN CI-iANGE5. 2. WATER 5ERVICE LINE, WATER METER, CI-iECK VALvE5, 5URGE PROTECTION, ETC.. AND PERFORMANCE OF TI-iE WATER 50URCE ARE NOT A PART OF Tl-iE5E DRAWING5. I-iEAD LAYOUT 1. I-iEAD LAYOUT AND 5PACING 15 BA5ED ON AREA DIMEN510N5. ALL I-iEAD5 OF EACI-i ROW ARE 5PACED EQUALLY ACR055 AREA. NOZZLE 5ELECTION BA5ED ON MINIMUM AMOUNT OF OvER 5PRAY ON I-iARD-5CAPE WITI-i MATCI-iING PRECIPITATION RATE5 ON TI-iE LAND5CAPE. 2. I-iEAD AND LATERAL 5PACING WILL VARY WITI-i DIMEN51ON5 OF AREA. ADJU5TED 5PACING MIGI-iT BE NECE55ARY TO AVOID OvER 5PRAY ON ANY I-iARD-5CAPE. ALL 5PRINKLER5 AND NOZZLE5 51-i0ULD BE 5ELECTED BA5ED ON 5PRINKLER PERFORMANCE, 5PACING, AND ARC OF COvERAGE, AND ACCORDING TO FIELD DIMEN510N5. PIPE 51ZE5 I. LATERAL PlPE5 5l-iALL BE 51ZED 50 mAT TI-iE WATER VELOCITY DOE5 NOT EXCEED ~ FT PER 5ECOND. EXAMPLE: Vl" /0 GPM, }/,j" liZl GPM, 1" I~ GPM, I'/,j" 2/0 GPM, 1/" 3/0 GPM, 2" ~iZl GPM, 2'/l" W GPM, 3" 12iZl GPM, 4" 2iZliZl GPM. PERFORMANCE 5T A TI5TIC5 I. TI-iE FOLLOWING PERFORMANCE 5TATI5TIC5 WERE CALCULATED BA5ED ON INFORMATION 5!-lOUN ON ml5 PLAN. CHANGE5 IN OPERATING PRE55URE, I-iEAD 5PACING AND OR NOZZLE 5ELECTION WILL EFFECT RE5UL T5. AvG. PRECIPITATION RATE FOR SPRAY ZONE5 - AvG. Pr. !-lEAD = 1.~8 In./hr. AVG. PRECIPITATION RATE FOR ROTOR ZONE5 - AVG. Pr. I-iEAD =.3l in./hr. RUN TIME FOR I" OF WATER-5PRAY ZONE5: 38 MIN. PER 5TATION (BA5ED ON AVG. PRECIP.J - ROTOR ZONE5: I !-lR, 43 MIN. PER 5T ATION (BA5ED ON AVG. PRECIP.J RAINBIRD NOZZLE C~ART ~ ..... ~ .... ...t.... ....... f\. De' ....-" ~b0" kc o 210. kc ~ 22&. Arc ~ 180. Arc .. 1~&. Arc , ~' Arc . AdJ" kc It , 5trlF& - II PGM ROTOR (SEE PLAN FOR NOZZ. SELECTION,) "'5,,:' : ': - "I::~'J':~':": '-:-_!j",._I:-;:':':~I~~:~.~ I I __ ',; ""__ SOIL""- I_ _ ,:___,il - , - ~ -' :- ,_:-__~,:; 1 - I ;. ~~ 1!'>F 12F 1~ eF &F I&TQ 12TQ lSTT 12TT 1&14 1214 1014 &I-l &14 1ST 12T 10T &T ST lSQ 12Q 10Q eG:l SQ lSvAN 12 vAN 10VAN &VAN bvAN 4vAN I&E5T I&C5T 1&55T ~SST \ CREATE EXPANSION LOOPS -WHEN THE MAINLINE CHANGES DIRECTIONS. -. . ',: ~ ! - Li ~, WIRE I SCH 40 SXS TEE INSTALLED -" I LUSING PURPLE PRIMER & TURF- USE CODE DEPTHS IF GREATER TITE CEMENT, (TYP,) ELECTRIC VALVE DETAIL TRENCH DETAIL i -~ -- "\ I ,- I IS' 12' 10' &' &' 1&' 12' 1&' 12' 1&' 12' 10' &' &' IS' 12' 10' &' &' IS' 12' 10' &' &' 1&' 12' 10' &' b' 4' 4xlS 4><~0 4x~0 'axl& F,." .. \/4"X 18" PVC FLEX ~ .reo 3/4" / ST. ELL .-- J ,,/'~ I a ~ i li-" 1_ 6" PoP-uP ROTOR D ET AI L : I W W ~0 ~" W ~,1~ 2,b0 I.S8 1.,,& 0.1" W W 2,18 L'a& ~" 3" 2,48 1.14 W 30 3" W W 1.8& LW .1'a ,&2 20 W W W W W 1.23 0.81 0.&3 0,3S 0,13 W W W 3" W 0,~ 0,b& 0,3~ 0.26 0.1" W W W W W W varle& VBrle& varle. varle& varle. VBrle& 3" W W 3" 0.61 1.21 121 1.13 HARD-SCAPE I SCH 40 SLEEVE INSTALL SLEEVE AND INNER PIPING AT SAME TIME, (SEE ROUGH IN DETAIL ABOVE) SLEEVE DETAIL W. 30. IS" 1lZ). &. ;.(t) . 30. 30. W' W' W. 1&. !~. S. W. W. 1&" ,,,. &. W. W. 1&. ,,,. &. W. W. 1&' I". S. S' 3". 3fZ'. 3". 3'" 6" POP-UP SPRAY HEAD r (SEE NOZZLE CHART & PLANS FOR NOZZLE SELECTION,) - ,41 --- , , ", ~.' ~I __ I - _-I '--=, i ,,-.-:, I,' ,1"-; I 'I'! :n:, ' ., , : :-- - . , ': ' , " I . -. I : : ~ ai 1/2"X 12" /FLEX PIPE .......... ~I 1/2"X18~ PVC FLEX PIPE \. I "'- I \. ,,,,,,,,,,- -- ~--- - I 6" PoP-uP SPRAY D ET AI L ZONE VALVE SIZE #~. "- . '-.. ~ -- GENERAL NOTE6 I) TI-iE DRAUJING5 ARE DIAGRAMMATIC. TI-iE CONTRACTOR 5HALL BE EXPECTED TO MAKE TH05E MODIFICATION5 NECE5SARY IN TI-iE FIELD TO REACT TO ACTUAL FIELD CONDITION5, WITI-iOUT DEPARTURE FROM TI-iE DE51GN CONCEPT5 OR INTENT. 2) ALL UUORK 5l-iALL CONFORM TO ANY AND ALL APPLICABLE REGULATION5 AND CODE5 FOR TI-iE LOCATION OF T!-lE WORK. THE IN5TALLER 5l-iALL OBTAIN ANY NECE:55ARY LOCATE5, PERMIT5 AND IN5PECTION5. 3) ALL UlJORK SI-iALL BE CLOSELY COORDINATED WITI-i TI-iAT OF OTI-iER TRADE5, IN ORDER TO AVOID CONFLICT5. REFER TO LAND5CAPE AND UTILITIE5 PLAN5 WI-iEN TRENCHING TO AvOID TREE5, 5!-lRUB5 AND UNDER GROUND UTILlTIE5 4) ALL MATERIAL AND LABOR REQUIRED TO PROVIDE A COMPLETE, OPERATIONAL AND !FULLY GUARANTEED 5Y5TEM 5l-iALL BE CON51DERED PART OF TI-iE WORK, WI-iETI-IER OR NOT TI-iEY ARE 5PECIFICALLY INDICATED IN TI-iE DOCUMENT5. ~) THE CONTRACTOR 5!-lALL PREPARE AN AS-BUILT DRAWING ON A REPRODUCIBLE PAPER (5EPIA OR MYLAR 51-i0UJING ALL IRRIGATION IN5TALLATION. A MYLAR OR 5EPIA OF TI-iE ORIGINAL PLAN MAYBE OBTAINED FROM TI-iE LAND5CAPE ARCI-iITECT FOR A FEE. TI-iE DRAWING SI-iALL LOCATE ALL MAINLINE AND VALvE5 BY 51-i0WING EXACT MEA5UREMENT5 FROM I-iARD 5URFACE5. PLEA5E 51-i0W WIRE DIRECTION j;,) ALL I-iEAD5 5l-iALL BE OF TI-iE PROPER TYPE FOR mE AREA5 WI-iERE LOCATED, AND 5l-iALL BE IN5TALLED PLUMB AND WITI-i TI-iE PROPER I-iEIGI-iT. ALL I-iEAD5 AND OTI-iER EQUIPMENT 5!-lALL BE INSTALLED wlm ADEQUATE AND UNIFORM CLEARANCE FROM ALL I-iARD-SCAPING, TO MINIMIZE WATER OvER 5PRAY ON IMPERVIOJ5 AREA5. 1) T!-lE WATER 5UPPLY FOR Tl-i15 5Y5TEM SHALL BE CITY WATER (5EE LEGEND FOR METER SIZE AND CRITERIA FOR FLOW AND PRE55URE REQUIREMENT5) 8) I-iIGI-i VOLTAGE POWER SUPPLY TO TI-iE IRRIGATION CONTROLLER 5l-iALL BE TI-iE RE5PON51BILITY OF TI-iE GENERAL CONTRACTOR. TI-iE IRRIGATION CONTRACTOR 5HALL BE RE5PON51BLE FOR IN5TALLING TI-iE CONTROLLER AND TI-iE LOW VOLTAGE WIRES, ~) ALL .cONTROL UJIRING 5!-lALL BE IN5TALLED UNDER MAINLINE, IF NOT P0551BLE TI-iEN ELEC. CONDUIT 5HALL BE U5ED FOR WIRE PROTECTION USING PULL BOXE5 1~iZ)' O.C. WIRE:5 5!-lALL BE TAPED EvERY 2iZl L.F. WITI-i ADEQUATE 5LACK AND 5URGE/ EXPAN510N LOOPS AND 5l-iALL BE SPLICED ONL Y IN VALVE BOXE5, U51NG 5NAP TITE CONNECTORS. TI-iE CONTROL WIRE 5l-iALL BE UF.14 PVC JACKETED, 51NGLE CONDUCTOR CABLE, U51NG RED FOR "!-lOT" AND WHITE FOR VALvE COMMON. (5EE PLAN FOR 5PARE WIRE5) liZl) ALL PIPING AND WIRE PA551NG UNDER PAvED AREAS SI-iALL BE 5LEEvED WITI-i 5CI-i 4iZl PVC PIPE, 51ZED A MINIMUM OF TWO NOMINAL 51ZE5 LARGER TI-iAN CONTAINED PIPE. II) ANY PIPING 51-i0UN OUT51DE T!-lE PROPERTY LINE OR RUNNING OUT51DE A LAND5CAPE AREA 15 51-i0WN TI-iERE FOR CLARITY ONLY. ALL L INE5 5l-iALL BE IN5T ALLED ON TI-iE PROPERTY AND IN51DE THE LAND5CAPE AREA5. 12) TI-iE IIN5TALLER SI-iALL BE EXPECTED TO BE FAMILIAR WITI-i AND FOLLOW TI-iE IN5TRUCTION5 CONTAINED I-iEREIN, ON TI-iE DRAWING5, IN TI-iE CON5TRUCTION DETAIL5, AND IN TI-iE WRITTEN 5PECIFICATION5, 51-i0ULD A CONFLICT BE DISCOvERED WITI-iIN TI-iE DOClUMENT5, I-iE 5l-iALL IMMEDIATELY NOTIFY TI-iE PROJECT MANAGER AND REQUE5T CLARIFICA TION. GALLONS PER MnN, CAP ENDS AND STAKE STUB UP ~ MEAeuREMENToF~OM 2 ~ERENCE POINT - 40' TO 5TU6 UP. MARK BACK OF CURB i I rr-- I ..~ .:' ii I-:~-I~~~: i I ~~:Tr'~::T-:~::1 rn ~ 0" J I ~ I II ~ ...... VALVE IDENTIFIER 12" POP-UP SPRAY HEAD SET HEIGHT TO CLEAR - PLANT MATERIAL. ... J' ;..,,~~, 'j;,j((- - : ' 1 \ , ~ - \ .~ I ~. 7 / 1/2" ST ELL J 12" POP-UP SPRAY DETAIL --; (1 OF T , TAPE END -./ OF SLEEVE - - 20'- ":'000", , . .. INNER PIPE STUB UP SCH,40 SOLVENT -WELD PVC (REQUIREMENTS VARY - CHECK CODES FIRST) . - - .J ROUGI-l IN SLEEVING DET AIL - WALL --- ". -1"," ~ ~ LINE SIZE BRASS GATE VAlVE - AMETEK VP/l0 VALVE BOX - NYLON ......... - 1~ ~m - : (~:,i I - I _~-il' .~!!~;! i !=:::!,_", ,f'llllY; i' "ll"::.:: ',.' " .:! ,,'I ,: I' li~~lJnT-'i, :':1 L 8" . ~ ~,I.'~G~ I~N UifiC"U'!~ I~ ,f'.. ..... - ."~\,,~I.,,,;},-~ piiiIiiiiI ~ <,' ..'.t. ,~-<,. '" .....;' I r .. ;: II~ II' SHRUB SPRAY DETAIL GATE VALVE DET AI L ': ~, ! o >- o CD C9 ~ o o a: o () w a: ci .:{ .;; z .~ ~ l5 0- ~ a: ~ () ~ CJ) c: w 8 0 to c.. D z o i= () ::> a: tn z o () D LO W Q 1-<( le ..,. 0 ...J <( Z u:: a:UJ>-(/)-OZ(/) OlCXlI'-(l)LO""C')C\I~O Z D c: ~ o ~ en .. CIJ ~<( <( o (/) ..() ~() ~ ~ o a: UJ ~1- ~c:: ~ , o a: c.. ::2 a::O~ Olf@ CiZI- ~QI 0~S2 ~~~ c..a::c.. 8~8 UJZg ~~d o-z za::- ;..~d <I-z ~::>- oooffi Z~UJ :s-z c..~Ci UJOZ oo~UJ UJl1.o IiS- I-o~ ::; () .-J .-J ~ ~ ~ ~ .~ .~ ~ ~ijJ ijJ~ ~ .~ ~ ~ 95 ~ ~ ~ !I) .~ So: :s: ~~ ~ ~~ ~ ~ .~ 9513 ,~ ~ ~9,) ijJ~ ~ S.5 ,~ ~ ~ ~ ttj ........ <( a.. ~ <( l- I W ~ o I CO ~ W C - en >-<C a:O ~- zO: :)0 oii o IP' LLO: o~ en~ a:;> 00: z<C <cW ~G WLL ~O o~ J:_ ZO 3= o ~ S H E E T N o LO o o I r- %00 ,00 o a: c.. C9 Z LO t: o ~ I a: ..;t w 9 0- ..;t ~ 0 D <( o Ol LO ~ 00 ~ oMolUJ 10 zoot: OI ~ g~&1 Z -lw< 0 ::'5 oil ~ ~ i= a: filC3a:~ z f,; ~ tll15 <( ~ZZI IOOc((;i::: <( f/) -' Z..J a:ooO~c( UJWOl1. ~a::50 ::>~c(UJ a: -'C~ ';;: 0 UJ::;C) u 6;<UJ u: LL. a:>a:: - 0 UJ I-c( ~~ W IO;.. UJ ::> ~ZCD u CJ) () ~ >- ~ Z ~ :J w a: a... [J C\l (0 ~ g"".,t ....~~ ~~RE ~ro~8 '0 - , -.- " OJ '0 0 X c:: ro_roQ) OLL.u.'O a: .: 0 .- 3:00iO ~-e~ ~' ~ ro ' :JJ:m ~E~ 0-- ""ror--. C\l0-~ CD I- o is ::::J I- en Z C) en h. e ~ en ..J - e( ~ W C Z o - l- e( ~ - a: a: - IRR4 '~'1"" " , 1h. ' '.' , , t' f. '~ r , )(%-~ if '~ II ,,,tl \ \ . \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ :\ \ \ \ \ \ \ ~ b, \ \ ts 'r., \ \ \ \ , , ~ \~~ I,il' .... t\ I r~ l" ~ I 4.~lU" ~r ~ ~;:(~ p -0 I 0 ~\( 0:; ':'* -0 0 \ f ::c I - ~ ',I ~ .. ~ , <1'~'l; i;j t I i,:A< ~' t ,> ~ i. r-" \ ,. I l~ {~ \ f f t ,A~ 0 I 1 r 1~F1, I ~, .I>!/.t 1 I I \ f f. , ' ,t ')1 t } ~\ ~}l~t< \, ~ I "1 I I I, I il~{ " I"~ ~.l'~i\ I', I ,),lll'\:$ ( ll,l~~' \ " '\1:1' ,> t t 1.( \ ., -I/. "I , ......}l~ ':I I t l,.t I .,q.u.^y ~do:> J-B >- m ~ ~ o o {k: o u w {k: [-I z o 1= a.. (k: u (f) w o z o ~ u ::'J g: (f) z o u LJ ~ <: Q -' <: z 11... e IJ " " << lJ m 0:) r--- \0 I() ~ t<) ('>J . o z It'''''> Vl-OZVl ~ z t= ::E Ir W 0.. '- l a (/ ~ <- u l o a .,. " .- r (l) <( '-' IY W Cl ~~ ~-:> v o I L{) 1O o o I () " ..- ~OO I o (() ~~ ..- LY <<f: 0 Il D [J -., o 0:: a l5~.., ,e:S O~N ~BI~ fil-~ -2~ ~~~ ltl i5 I"~ ~I= . o-u zl~ >-t- . <:JC) 20~ cn~~ ~~z a..fill5 ~I!;~ :z:8:> F-2< >- a::: ~ z ~ ::J W cr a.. m ~ ~ ~m ~ "l5C)~ zzl= u!Bl&Jm~ ~ ~tlz 3 ~ ~~~~ :It ~ l!l < z~~~ ~ < ~ 0<1( ~ ~ ~~ ~ ~ > Ii: 1-_ F ~ ~ n a::: o La... o W ::J Ul (/) ~ ~ Q> CU Cb Cb .~ ,~ g> ('oj tJ)~ (() ~'- u. co ~ I ,(,) t:: C> I') '<t U ((l ~ Cb 0Cl l' ~ !2 <D III <l~ ~ t:: <J ..-. t- (:> ~ ("J ~ ,~ Vl .J I"- " o ....~ " :s , . (/) t:: t) n ij (I> ~~ 0 ( --. 1,_ lJ. 0' t:: 0': ..... en t:: ~- u ~ :t 00 I' ~ II> 01() ~ Q.: (,) ~ '-O'l LU ~ :J Q I ~ l> rm ~ :E " rlX) ~~ o " Cll ~ o IJ Cll~ ~(Lr::- 0 N ,~ t:- \))Q) :I: ~ is It> j- ~ t) ~~ a:.I u~ ...: .... ~ - Ql ~ ~ ~ - ~ ~ ~ ~ C/) ~ "t) c:. ~ III ... C/) ~ Ql ~ E III c:: ::... c:: III ~ C) u .... :) 0 W C - en e:( >- C 0:: - I- 0:: Z 0 :::) ...J 0 LL U .... D: u.. W 0 l- e:( en 3: a: a: 0 <( :z w <C ...J :E (.) W LL :E 0 0 >- ::I: :z I- - 3: (.) 0 I- C) 3: o o a::: o U w a::: OR\G\t\~AL \ ~.~. 1/ ~ )1h}f .:1 ~ ,: ~6~j / ~ I ., , . 4"5" .: .1 '. , iJ , ','1 I ..: I 1~ ! ,:210 J 'I , , 7J~ ~"5" ~I .l- D : _ 5~~. I" " : n " tn. i f ~ Ir ~~j$ R_".~ : ~~" .1 , l ,) ~ J ~ ' 'J p ,- ~ 2 S :~~ 6"6"1')( ..~ W~~ I ~)'--" / q -li-hr-t-~~~/l~dL~~_~r.nr-i' I JI_ J I JL J I-JI_J I I I g~IPen) " I I 26)(ralrl )(" i )(" ~9~_-~ DL ~~CJt"~OID LJ - )(V i I . J ~_ _ . f r'../-j '.! -1 I L'r:'-__':'I ., .'1 , j 0'1 r _-r.J ':.'.(' . . 1 I. 'b.. lit SOD -n -- l u~ *, w-J1 - 1< -- If __u J o ~') I,J :7 ~? Z CLJ z ::;,; <{ 0 :::> :r: F= Z o () Cl... 0 u z - f- >. <C a::: U >-__.IU ~ -- C. (f) rv u W l.L 11" ~ 0 tn ~ ir, Z o U Ll"? = = C"..j '.'\" ,.,$ a:.:. <l: ~ , i_ I I ~f-BI ){ :, r 'I L.j 1/ I__ I: ,,},~,~. \ I ' )( - - \. SOD \ Hl"X_S"I_.J1 ) . , J1~ I I . "_'J / I "6'/ : I r~:-)(- -- j $ ! I 9 xjJ .. , " [) II _0 )I( - __~S~ ~i --. I . r 0 5 5"7" I --l , I Ii LL I . I , , REMOVE TREE TYP. )(" ----------...~ . ~[ ,nn 1 _ -1.- A -1 - J -- - _.0 -~[L--I:1.f--l:lqp. -ell __Fl~Q_..cl - ~~ ~~ II I D ($ v C <lJ I I I I I' -ll'l r gcjJde~[.~_:_,rll- l .~~ _ ~'O~flr~'l_rar J - r=,~ J u;, _ l__ 'I'_,J' r*':1 nJ ._1 ~. .x .~ I ~12'\' w ~ "'- I f- Z ..z L() <( LL 010 1.- ,,)- 0 I ' 01 DC r--. <D en .q- r<) 10) ,.- 0 I Z 0' 40' 80' ~ I I SCALE: 1" = 40' Ex. Fire Hydrant r, r',' - -.-- l I r ~ 1,.Tnt ~~ .'.,' ~ ~"'J ~ ':1 ~ I ,\ ~ ~ ~ s o : ;,1f.M. ~ , ~ ~! . " La goo 3l(1 . 11" ~ C1::'LLJ>- r..nuOZVl C) Z L[) <::j- f- a a f- a I ~ I L[) es 02-:> *,.-- N 0- co .. I --, 3co L"N D 5? Ct' <1a 0. CL 0 <.0 * =$ 1 '1-(1 <J== .~ c=C> w ,.-- 1.39 @ @ ~gO.lden) t ^ rain )(5" -~. --1 - ----I ~"IU-' lu. " rjrU--r-l r:f 1, . r ulT--- I 1:1 Irdcj III :e:hl II I L Jlu J_ .JL..~ L uJlu I I I , crt--crffi--C] J(A" .J~ - SOD CL~~- rl1 u_~p-_~~ .f3~fQr~.- I I I I ill'l 1m TUl I' -r l _ -_I III IF-~ : -WI III r~=F-~~'t ~I I Q._Jl_,J I llu_ll _ j lmnJ-l [ ".~ ' :. r '1 b' - I If:> . " I,k o::~ o~..., "'-LLg ~ZN <(Q~ VlI aVl0 ~~1r ~o::>- LO u ~ ~ <:::> wz'? <:::> (D w It.2 C'-J ~l=. N o-u z~~ N >-~<5 ~ <(=>z ~01r VlIW z~w <(~z ~a13 wZ WG:;W Vloa W05 ~~<( a 0> >- W ..., a::: ~ <0 <( go:: 0 Z ~w z ~ w~ z :=i ~13 0 0 W ZZI=' a::: 8W1r;5 Cl... zat::l1r Qwzo D If)[513~ If)~Z=> ~~w<( -'WaLL So::~o ~ a<( ~ LL :J >- <( ~(D g 8 ~ I=' ~ o 0:: Z tj ~ SOD 11" )l( .~ -~ 3- lor ~ : -~~~ -p I ,.. f - c:J Db .-=4. c:J ".t" i u _ ~[- - 1 _T 7"AvaCADO TREEX i" ~ ~ u_j rr . , ~ 0 m : I I : : I uq_ I I t;' >:< I 01 '1-9m ! ! [ I f! ~-- h1 _ I r.w . - -j - ! II ~... ... ~.-I $. : Q I ~ -] till:- ~: ~ _ ~O.' , , i~ - ~ --- -~ ~'/~-:- ~.. 1 " <j~':'~~.. Il J 10..7" " , ' " . _u_J..___ __W-_ 10" ~C.r.1 1 1 - " '1 J 12" 145 1 ~ I I ~ -.--J I ~ I I ~ --l . .. ~~ "t. yJo.' . '. 4" · '.] ._ J 11) 11) I... I... (l) (l) (l) (l) '::: '::: ~ ~lJ..j lJ..j...... l\1 ,~ ~ :::: (l) l\1 E: ~ t:: ~ ,~ 11) :s; ~~ t:: t:: 11) ~..... Cl <..l (l) ..... '... ~..c:: (l) ~ (l)'q:: '::: ~(l) .::: ~ lJ..j l\1 <..l :;:: 11) ,~ "ti \.) t:: l\1 o-.j i tl SOD (.) ...J ...J ('oJ cO <D CD I gr<)~ ~- DC f"'- eD Q) <;J- ,', ..... r-rl r---.. =-) r"-J ~ In 0 r--. 0 ~ "-----'" u . -goo J _.J L_. .l__ J. I ._ L <14"4" -tit' >fIf- <J== ... <C a.. :E <C I- ~ r \ - . . 1.) '3 '>( ~"?' o ~_ 0 L ('0 L....... l..l....- ill Ct' V ~ 0 '':; :s:OCJa _,~ -2 ~ i ~ i 1 ~ U 0'1~ o E g: 0- r-r') 0",.-...... ('oj (L r--. ('.1 r--. c=C> REMOVE TREE TYP. --.......... ~ ~'" ~ ~ ~ ~ ~ ~ 1'.")1( $ ~ 1 8 ?<3~ .-' Ex. Fire Hydrant t:::=:::lc::=::Jc::::::::J=c::=::J=c::=::Jc::=::Jc::::::::J= ~~ /0('\ ... " -,I'i ~ iq-Ed-=--l ~:("'-'--" - c ~ ."'-:" ~- l'd'-':-" _':1 ~. , r I I I I I I 1 ,.,,1'2" I I I I )I( 1_~DI ~/~O~j 0 /' 1 R -: 7"FI(;HUS TREE./ . C \ ( \ ) ! ,.'.:'!, ,', , " ,., , ';,' ~', ;." SOD <lJ f-- f't tli : 'II\{, , t.1 /' I / :/ ~~=-~~-'T =m= 147 120 u.J :E o ::I: CO ~ ,~ : ~:' " . @ TR!T BARRlCAD[ <J== g~lden)( rain SOD 9"8"12 ~O" ,.', c=C> ~ ~ c:: l\l ~ o (,) '. ,\'r: _' ~t., ,t~ I . V ,'. I .\ ~ " SOD 1"rr' .;:' '---'. 1 9 3 " ',--- ____________ 1 "" ~ ~ ~~------- II r---. ::::------- - --- -.-~~-= - --- III rr:~~==-=--=~=-=-:- -=- ~ .~ -- ~ '" II I I~~ --~'?~ =-=----~~ - "I" ".. I 81 " I ~ ~OPO~ED. SO~TH PO d ,~},' \ ~~f RETENTION ARE I ! I !) "]1(98 ACRES I' I . 1 / LJ= --=-=~=- --=-.:---==--=---= ----- --- - " " I I : _=-===-___.=~______~.d. -,:_---,--r=u__ "J J I' ~.~L~~:?~.~~;..~:. '1j ~ I )1-/1- - - - . - - - 0 0 oj . 1 0 0 . . . - ~" 0 0 0 1 I )/ f 0..0 - 0 o~..-I /,~. ~ '1!1ll~1~:!! : ...:.://:<_. -. :.:..... ,/. /1; v;' ~// ---- ~ ~ . -- - ,;'r If /11< I- /-~/ ;-::3-~ ~ / - _u_ . - ,,/ "'. III I. /;// ,~----/ ..--- /...------ , -',' / /,1 ___ _~ _--- ~ .-----:--~ ! I ( L/~;----;::----// ~ . " I /' (~--_/- --~~ ..~' '.. --//' ;;;i'". ~ I - ::;0 ~". Zo I~)> 1'l0 \~u 11'l)> 0::;0 ~() \Vl[Tl Vl\ I ',/)/~ .~. TREE LEGEND e. 's" .' 16".. "l"..'" ; .... ;:, o ...,:.. ..' w c - en <( >- c ce: - l- ce: Z 0 :=) ...J :z 0 LL < (.) .... ....I ce: c.. u.. w 0 I- ....I <( < en 3: > 0 ce: ce: :E 0 <( w :z w a: <( ...J W :E (.) w u.. a: w ~ :E 0 0 >- :::J: Z I- - 3: (.) 0 l- s H E TR1 E T N 0 1011 @ EXISTING TREE 1011 ~ REMOVE EXISTING TREE 1011 @ SAVE EXISTING TREE -. ~ r I ,,,11.- '''j I. . , , *l: ~ ~ " , , I: , SOD i Ex. Fire Hydrant I IT . ,f ~..- I :x I I SOD ~ I ~...~. TREE BARRICADE . I;: f'" .:;. 17"(~1 I.' J ~ ' l!! '> ~ . )..j"\'\;' I<fi "~~ i ~ , \" . " '~. ' :a :i ll- C"l '" c::i ... '" . ~- ~ i~ J,. " " , 'f' \ ',. ....:-. ---- ~- .:',~?~ ~. ~ '" I" '" r5> ~ '0 a: ~ ,;, 8 i L. (!) Ui w Cl w a: (5 ;;: Cl ~ i ~ fij >- &J a ~ '" Lnot found per city of clearwater atlas ~ '. ~, f., " ---- ~ ~ ---- ~ 5. /'" ~ :.:til TREE BARRICADE ~ I TREE BARRICADE .~ a; i .,2. :::i "- .. . II ~ i i : : q ~ ~ ! I ~I g :; '" ~ N '" '" ci> ~ '0 a: ~ ~ i L. (!) Ui w Cl w a: 6 ;;: Cl iO 8 i ~ fij >- (.J w a !f "" TRU BARRICAD[ 171 . rr : I_ I :: ~ II ~'''1' \ \ I \ \ \ \ g" X . /" --""" ~. 1(~)() _ '~ . .. I U.- \ \\ I I I $ I -I] n' -l-. -~-, I r I SOD = I I I f _ I I if! ,I I \ l 1 I I . r = ~-~ I ! - I~ - I ~ -0 SOD -.~" -b r; ---, I_I _.~ - I I ~~ . jli&~ '" I ~-~ 1~ I I ~ ,I " n_ _I 1$ I r= SOD -~ ~~( - rn ul : . -. -J r -~-1 I - itU;, - ~ !: . L__ _ . nn J n :nJ '? SOD -0 L'~ I . , ~- =~j hU 'kw ~1dl.. ou 1~5. SOD C1 I_ I I ~ : -~] ~ I SOD ~ ~~~I U '.71 ~J I )(8" ~ SOD ::-J I , - ~ VI /' i ( "'''1')( 1'" .. \ / ' \ i$ L..L.. /~---_/ ----- / // ,,/"- .- _ --- / / / /~:/ T CL []j[]r::J. I II I )1 ,l-m~u 111 : 11 111:L.Jr-4: III Jl .I I l_ JL I 1 I I~~w~nf :11 . . -~I J II I L J .@5 '--. ~. t ~ ~.. 1 I~() <J= / =C> ~~----.-/ ~~ ~" '-~-'X 1- -D lr - I III l JI //I~-'I " , -I --I jSOD l] I. WO"::l\ "'". Ii' Ih--t:J 1 (J irJr11 I" S3(- 11/ j SOD I_ t _4 - -~ l- y-- III I - I[ J r I c::r--otEf -- -CJ 1 _ ~[ L LJdlo .- -CJ+ ---clef L:J-- /~. I~T; i .L-- ~ ..EJ. []f~ \ r1 + .G'lQjI:J --~j _.E1 P~_rJ , 125 '\ 11" ) I ~~" I I SOD r -, .. I II .1 r- II I I'! I u-\<~.'Q/r t~~:_ J:J~1.:1 Li I \ )( 18"")" / 124 l_ 1n J L * <J= 1;\ =C> I- I ---T- , - -1 - q 'I( l~dc.:' J ';{ '~r~d:' r-;- I _ ! I II I Ii J ~~ -1H- 32" @ =C> 1- -r 50('. 1 -1 -1'___ x" rnr Cr-lT l] I Ir '__I III Ih~' 1_ il I ! I ~. -I::Tob LJ j : SPD l 'II' 'l[ . [' 1~111 II II ~jl,M.j I JI ,I SOD! l I CIoou L1j ODf- LJ- ~~ soo DIDt / ~~l1u~O~ 1(:XrK I I r ~ I jf I II .C':l24/ III Ol 1 J !l,il nJ- " )( I n [J-P-Cln ~E:J I I 11' III , J~- j,., I I l~-l'=-~l I J *'" I . - I 1tt- I. I -lit: @ <J= =C> 6"6"~ -0' I I / "- It I ,* sro~ i{ ~hr-iu, l/}~ir :J JI I II j it :' I~ Ji J -1 I ! go.l~en\ .. rOI~ I R" :-flf- --I '~------/~ ~~~ )( 4",," ~'~'127 ( X" ) ~_.///' --1 ..1 4" )( ~~ r . . . 15" .,~' :~' . ". ~r. . 1 . '. I ~~ I L_ _ - - r u ~-~ I ,. . . . :~~O @: . . ; ,ffi- ~ ~! ", . . . 'I . , . L "..: ,/~:, 20" ,. I ~'l. '.: .' J .',j . . I " , : I ,I "'~ ~.- ':i j5"~~ )( .: 0'1 " o. VI. -l : ~ 'J nl ,: - ,'I / :Ilt ~ ~ r~ ~ ~ ~ ~ ~ ~ ~ . @ ~ ~ l~ -r ~, .' ~~ 28.. ~' ~ / / ~ ~- ~ SOD . ~ $ m__.~__ 1 ... . .1 . . .. . _I ',1 o '. mJ _J " 'i . SOD ~: ~ 1- p.. .------- -1.1 ~ I" .' : ~ ~ r.hJu - -- 01. J ~q .01 ~ Q' ~j ."; ~ iUJ.uJ' ~ 1IIIr . .r ~I II' ~ ':' _.m "~~~ ~ i .;-- ~ 1"1 ~ .. _ u ~ Q--- - ~ tk______ @l 8,,<J= )j( =C> SOD :$ ~~ [, ~ ~ ~ ~ ~ ~ ~ _ . --I .f J . . . '1 I ';'1 CJ --- r-r n ~l_ [, ..L.- u_ , . . I .' _ .__ __u______n.n__n_ __i .. . . . . 8 'I VI , -I 1 . I ": '~ 8'9,,1 -X'. I . .I 'j I ,~ .1 r --SOD -, ". - :.) ."1 i ~rr- ~ btl' . ; ~-Ef- -6_ .@ $ r ~ ~ ~ ~ ~ ~ ~ ~ w l .1"--;, o ' o ~, . , Q C o II: ZI o. tn, .' c. ..... '" '1.\.1; ,. : r. ,/.f . , '.', ,", "", , . . 6" QJ U c 2 -0 o o ~ $ 1 i" @) .. " " :-,', Ex. Fire Hydrant TREE BARRICADE @) o @ SOD ~. ~" >- : .~SO~~" . SOD -. ^ .' . ~ <lo . - . . l;':" ~ \, 6" 2" 9'~ 8" SOD \ 5" I ~ I \ 6" 7" bl I ': - . . 'L;;. .8c.~. .,~j'." aD . .' .. 4 "1:1 . ..... . c=:=:lc=:::::Jc=:=:lc=::::Jc=:=It::::::Jt=:::::lc::=Jc::=:::::Jc:=:::::J o @ @ ::-J ' . -'..1 . 4"6"7'V \/'..- 4"6'~ . S~,X.n _. ,'L m~_]c'tl..:~ . . - r- . . ~ )11 .':J'[ ~ ..1 . 0' ~ ',. --lJr~ to - ;I'.~ .JI-, u_J.r~ ;,"' '~.;.--....:q~ , ~ ..- . . '.' . _ i .' ,~ 1ff .. . . tl Lb : .1 ~ ..__ ~ . '1' .:' ~ ",,,"10" hl ~ .~] )(4"6" , r'I:'J Ijv ~ 4" "5 ~, !~tJ .nuU .' . r ~ ':1 'ii 11< p)( ~ ~:'ll 1:"7 ' /'\ ~. .- '. - .J7" . 1 ~ ~ '.-, I , -. I, ) , : ' U -A . _ )(~ . D_ - ..-- - ~ - ~.> ~.,~...-=...R6~..: .:'~:"~OO:,~.: .,. .'. !! - ~'. . , . o '. Ex. Fire Hydrant , j' '\', i' 1 ~ 9" 1')" .1'. :10.... .~ ''0(.., 'J ~ ~q" 1 0" (,f, (~>'0" .. 13" (<(1 1<(11(( '\:/, r ,,,:_, .. - 11 X;" '. II" ~,~ (t~. , ",' ~ ~..+.: , ~~'" -" .. C "'"', 1 0 II @ 1011 ~ 1011 @ TREE LEGEND EXISTING TREE REMOVE EXISTING TREE SAVE EXISTING TREE TREE BARRICADE \ ". \ ~ o KG \ \~ ,: \ i, o' 40' 80' ~ I I SCALE: 1" = 40' u > >- <..? u ~ m ~ o o 0::: o o W 0::: D (j) L..J f-- <:) i3 z Z 2 <t: 0 2 I f= Z o u 0... 0 UZct: f= ~ "5 0 0 - C'L Vl ::::) u w W 0::: 0-: f-- 0 0 ~Vi Z o o o -l 6 6 w <( ""- I f- Z ..;- UI <( LL ""- I 0 ~..;- 0 ()locr--,<DUI..;-n('oJ~ 0 Z rrw>-lf)-OZlf) <..? Z to "<t f= w ..- es L() 0 f- ~ rn~~ g I ~ ~gjEn<{~f- I L{) 85 3: 02-:>"""- N,o... f- Z co It03: --, --)coWND ~o~ ~ ~ ~o (j) 0 Q Q 0 o::::E O~"l 'LL-g ~ZN <QI- VII OVl<..:l W-- o:~~ OwO- UO-O WZU (]) UJ ~) I- 1-1- . O-U Z~~ >-1-<.5 <::>Z ::Eoii' VlIW ZI-W c(~Z ~0<3 wZ Wt;:W VI-O W85 i!=::EC( U ...J ....J ... <C c.. :E <C I- UJ :E o ~ m ~ w C - Cf) > cc:: ~ :z :::) o U LL o Cf) cc:: o :z <C ::E w ::E o ::J: :z 3: o ~ S H E E T N o o Ol >- W "l 0::: ~ iD <( go:: 0 Z ::EW Z ~ W~ Z -l ."-<..:l0 W l.C) "V<..:lZ~ C:> OZ-c( 0::: C:> WWO::N 0... C'-J ZO~ii' QWzo 0 N VI[3<3i!= N If)I-Z::> ~~Wc( 9;; -'WOLL- 2 ~o::~o ~ 0<( ~ LL ->- <( ;too U 0 > t;: W I- ~::::) o 0:: Vl Z ~ Vl I ~ ~ (l) (l) (l) (l) 'S: .S: g> tllll.j ~.... III ,~ ~ :::: (l) III E: ~ I:: C) .~ II) :::.; ~~ I:: I:: II) ~.... Cl.. (.) (l) .... ~~ (l) ::: (l)oq: .S: t))(l) ~ ~ (.) :;:; II) ,~ 1:) (.) I:: III -..l lOX' ro, [ . +.'-=- ~. i JP 1____ _ u_ LJ )X~, ",;: I )it ) \ 101 @ 4"4" lu L:jcfuT31 csofO- LJ l ~LJ- )( 15 c: /-, REMOV[TRlT 1YP ~')( " 'l '~i.:' :~':x~-~'. - ~ ~ Lx x r;u-t ~ " 'V"CHINESE PALM ^ SOO ~ ;" . 6'~~" ';;'0" B" 6~' 7'~i 17" · .6," · . :l~O:'. 6 · . . , Om . J'7"]CL .. .. u _un -- ~-l ,. . :'I~ [ I , 1 I I I : .' b \ I I SOD I . I i II ,. ~dJ 1 0' ~h"6'" ! - '1" : '." 8 ' ~H' ,,_1" 9-.-r.. r:-. . .' --. -1 r'- -:. '" i ----J' . . . ---.' L' I . c-t . - . L D "..' '.'-- .~- .'! "'.""..".., .' . '-. "'.' ~'~-..~. '~=~=.I~cd,~.~. ~c:=:::::J~c=:::::J~c::=:::Jc=:::::Jc::=J=c:::=l {."" 1.1 ' ~ \ ,\OJ' BLACK BURN STREET <C c - cc:: o ...J LL -- cc:: W I- <C 3: cc:: <C w ...J U LL o > ~ - U ('oJ <D <D <D I Or-)~ ~ocg2 <D QJ ..;- ~ ~nr--. :, ('.J t (/'lor--, 0 -0 ~ u -0 I.... X en o!2oc o LL lL IJ.J cr- "0 . 0 .- ~ 00 6 QJDUI . - L O'l ~ ~ 0 I ~ L' I ()l ~ o E g2 0-- n 0 r--.. ('oJQr--, ('oJ r--, \l! f- ::... l::: !ll ~ C (j ... :::J o :z < ...J CL. ...J < > o :E w a::: w w a::: ..... TR2 -I I I 6' wood fence "'-"'~"'-"'-''l..'-'''-'''~'''-'''-''~'''-'''~''-'''-...~... .. _..*_..._...~... 4"4.....- ,---j ~Q - - - - - - - .~ I I. _un, 9"10" . -.,...a_ ---,--- --- ~ --l . . ; 0__ __ -,. J:lr::1 ImQh------t1E:2tt._. ~Or::_:l ------ ~ ~ I ! I "LJJ .~ a; ~ d. ~ "- '$ . N ~ (\j !',l '" ~ '0 a: ~ ~ i L. (!) Ui w Cl w a: (5 ;;: o ~ ~ ~ fij >- &J a !f ~ "N~:~tl ;11',>:, toe of slope I ; I +15i I \ \ " 1- L I~'- -- _ --- ~ -- -- -:)( 5"7" ~"4"4" )(' JIB 9" )( ------ ----- 1 :;'16" <'i toe of slope DlIl SOD 5"~ -~"8" 9~- -~-\ \I 6"6"7" )( ~ i(" o z<r: ~~" <r: I (j) ~ZW 0::::00:::: O-u Z~<r: OW.q- W ~ ..-12" (j)W OW OO::::~ (l..~ OW 0::::3: (l.. IJ' 4" ~ _/ - - --// / --- //./ / / TREE BARRICADE rLoP~ ~r:l I ~fO ~-J I I I I' .eel J.(. ~ I I --1. I lr l__ _ 1- II I I III iC:':.J~1 III I~ I: :-l,:..JI t__jj L.Jl _J II I I : I *1 ~ I I I i i 25 1 REE BARRICADE SOD \ (l) 0- o (j) ~ o (l) o ~ r - I I l_ 1 ~ I ~ , I '-~- . 0, ! d ! 1--'- " '------ r ~-- - ~ I " - 19" )I( 24 30"@ 1 / L f~" 0.,) \)' ! "~I -+, .- .-l 1,1' . <1 ~,_I'" OJ / . ~ c' <7 '.7 to . - ;"15" ~ - - - - - - - - - - - - - - ~B" -oil" - - - _ 6 wood fence s~.,!, r r _ .. -K" l':=1[Jb~_ Lb_A1l::!1=1 SOD )(1" I I I " I I :1- ~ L' ---8 ~ " I ~=~~r~~ I I I I I I I I ! 'j-l9 uP-Jellr!.] I; :WI h~~J ~= ===l~==== ~= ===1:==== ~ ~ ~ ~ ~ ~" , 5" )( ~-.., ')/\ ..,~, [J]-....--=- ,. , I. " I'. c'. t. [n . U111c.. $ JI '@ c==J c:::::::l c:::::::J c:::::::J c::=:J c:::::::l i ~ ~ 91 ~J]J .;;>vv [ ;$ //--~ . 7;; (-)( ,- @ ==.~. ~rc::::;;~. ! f/J~ ! 'W \ \\~) ~ ~ -- ---300 1Jqil [ .rld L8 , 1 REE BARFtlCA1E O' ;$ @,' *.5"i: " ':X ~; :114" , ' !~"6"8" . . ,;.. ;1 ,: It ',' ,b"S"S" '. , . I: : iX" , . , . . . ('~ : : . , ,; L : ),( -. : f' '. '<3.' : . . : . /6"7"9)( ; 112'X ,~ , . : I .. . , . : 1 X ,h" . . , . . . :~X :'.. : .. l , . , . r , . . , : 15" :,< '..~. :' i,r". · ': " ~ . , . . : I . , . , '. '.I $ , ~~ ~ '1' -Ul:, ---1 -I, ~ ~i --~ ' " .. : . . 1- - L I~- 1__ _ :, ).,'-{) SOD 5" )( CJ --'. SOD SOD 4" ) ;. 1..' 4" ') L -.... 13" ~ wood fence ]' wood fence Q C o a: z ,0 o . c ~ . (j) () c 2 ~ . . <; c o ..c () In '\'~*~ . --~; .-L Ex. Fire H ydrar ~'/'~ I} j .~ . .;'~ .'. : ~. : i i . I I ' I j . '1 ! ' , ( i ' i : , , i , . I . I f : . 'T' , . . I /" ; -I ,11 6" 11 (l) II ~ 2 II u !! 8 ;;: ! I ' <D I 6" i i I SOO <J= o o III L ~ ~ 1011 @ 1011 ~ 1011 @ TREE ~ 5"4" <) 11" 7" ~ ~ 1 [1" ~ ~ l' l I: :,! # ',~ I: , " ~ Ii II II II i 1 J: I: jl Ji I: Ii II " ., ~ ~ , 'i: ,I . I: I; I: I . I. J, ,l \ ~'I' ii, '1: LEGEND EXISTING REMOVE SAVE TREE TREE EXISTING EXISTING TREE TREE BARRICADE 11'1/ n II II I! II II II II II I! I: I I i I III I I III \ III I III n\ot I~pund PIer It) t Y. of c ea~water a~lafj> I , II I I Ii I \ II i I 'I I \ II \ III I 'II \ , \11 ,I! :,1 ,~ :: \ I II I !l\ 1\1 ~ ; I 011I :11 :1 I I III ' '11 I I , '11 . :! I 'i I '\ I 'I I 'II Iii I I~ III III I'I ill ! III III ' 111 I I; I I Ii I II I >- C . :z: CJ - :z: . o . ::) ~ ~I 'I 0' 40' ~ I SCALE: 1" '1 , i I :: r{ 1,1 I I' jl , . Ii " ! ' I: I' : ,I I! Ii I: I' " I' !i I' , , II iil " , Ii ,I " , , Ii , . ::1 ' , II , ' I' '1 " !i Ii i: 1/ Ii Ii Iii Ii !I !i II i: , , I' I I i'l , , i' Ii , , , I' , , I I , , I' i'l u-> C) = c--J ", ::Y.:' <i. ~ 80' I 40' u ~ >- U I en o ~ o o 0::: o o W 0::: ~W Z <.) Z W Z 0 :2 <t :2 I i= o u 0... U Z n:: ~ :5 0 - CL V) U W o o W 0::' I- W - CL Ul z o I- U :::> n:: l- V) Z o o D -l <( z u... ':t '<t OoW :t I I- "'-..LJJ<( 010 ~ '<t D O'>oor--cDLJJ'<tnN~ 0 Z Cl:Lu>-lf)-OZlf) o z L.() .q- i= o 0 I- o I ~ I L.() ~ <...'):o'J""..- N 0... Z . 0:) . I o oo:);='N D 0::' 0::' <1.0 0.. CL 0 to W"'-- o:~ O~"l '1...8 ~ZN <QI- If)I Olf)e" ~~Q: 0.0:>- OwQ. UQ.O wzu mw(Q l- I- I- . o-u z~~ >- I- . <::::>e" ~o~ IIlIffi zl-w <~z ~o<3 wZ WG:W lIlao W05 ~~< (.) .....I ...J .... <C a. :E <C ~ LU :E o :::I: m ~ w C - (J) >- D: I- Z :=) o U LL o (J) D: o z <C ::E w ::E o ::E: Z 3= o I- S H E E T N o LC') c::> c::> C'-J N N a::: ~ I <C c - D: o ....J LL ... D: W I- <C 3= D: <C w ....J U LL o >- I- - U o 0\ >- w "l 0::: ~ \0 <( ~Q: 0 Z ~w z ~ w~ Z -l Oll(3e"g W oz~< n:: WW Q: N 0... ZOW- e"WWO: Viffi8~ D IIltn3~ ~(3 < -lWOI... sQ:~o n:: 0< ~ 2 :J>- < ;;(Il g 8 I- ~:::> o Q: z ~ ~ II) II) ..... ..... (l) (l) (l) (l) ,S; ,I::: c:l) ~~ ~, ~ ,\..) ~ .;::: .... ..... (l) ~ E: .:::: I::: C .~ II) ::>: ~~ I::: I::: II) ..!l!..... Cl.. \..) (l) ..... ~:.t:: (l) \..) (l)~ ,s; c:l)(l) ~ ~ \..) :;::: II) .~ "t) (.) ~ : " \S :g ~.:: '--J ~ ~ ~~~ ~ lI) ~ Ql ~ ~ c:: N cD cD La I gn~ ~i2SI'- QJ '<;j- ,...---...." .-; r-'J ~ t (/) 0 I"'--- 0 ,9 '-./ u -g.2 ~ Z o LL LL (ll 0::' U ,-" 0 5> ;: 00 0 vDLJJ . --LOJ~ ~ 0 I ~ U I m ;: o E ~ 0'- r-r) ~--.... C'J I'- N " v f- :>.. c:: III ~ C (.) ... ;:, o ) I I I SOO ~=r =8~ ~ / "'''''. 'i" -~jQ';'/ 8" )Ii( )("8"12" J 1:' ~,- -- -- I ' ~ I-I~ /~ -~ - J I~- X"1" Z"4-- ~ 'F ~-- ~ - --j ~n \ ~,/ I , )(22" __ L' - _ _-*1" 4)(---- In _~ - -l .' )if ~nl=j-I. ~ ~ .. I:: / .'. Ir-~- ~---""! 98' \ n__ ~ ~=f )Gf'~9"~6" I \ r ....J In\ _ " u_=\\ "~-=-_______ ,J ...,' / ~-~ :z c( ....J 0.. ....J c( > o =e w ~ w w cc: I- TR3 n o ,/ -< -, ,c. ( ~ ~ 'o' ,/ r; " -~ << ~ :E 'c. ':1) c- ,r! '/ fi- II -_._~=:~~ 6U .30 0 60 La~=~,~".:J SCALE: 1" ~ 60' ~- Z I,J L lJJ _ (J) IlJ <J: Ow <{ Ol ZC<::O'> ::; _I N --<-<J:~ cr:~ Old ci .0 (l 0- <{(J) o <<l u) (y 0 ,0'> -Ol~ '<OJ '<j-- -3 - IY f- . I.LJ ~ () //'/' I !I I' I' I I: i I I , I U) ""'- L ) L "",--- ~ (-) Cl .7 o C) (j) <{ _u J ~ > I- V) L1 J [t" CJ _J _J I I Ii I ! ------------ - U:-CENb- ---- ------- f D.O r ~ rLUI.~UA UEPARMNT Of IIIANSPOfITA7ILW S RD = STATE ROAD DEPARTMENT G.R = COmAI RECORD 800/( PL.S = P/I()/ESSICWAL LAND SURVEYOR 18/ = UCENSED BUSINESS NUMBER O/A = (JVfRALL D1MEN5ICW P (J.C ~ f'()fNf OF COMMENCEMENT PO 8 ~ POIN I or BE GINNING f ~ CfNIlRUNE R/I ~ IiIWI-Of-1iAY tiE V ~ ELEVAllav F7/i 0 ~ FWND IRON RCIJ flP 0 ~ FlXIND IRON PIPE SIH 0 = SfT 1/2" IRON RCIJ &: CN' L B /6/1.3 rCM 0 ~ fWND CONCRE IE MONUME NT SN.tD 0 ~ Sf I NAil AND BRASS DISK LBJ6llJ FNMJ 0 ~ FOOND NAil. AND DISK (P) = BEARING/DiSTANCE PER PLAI (D) ~ BEARING/DISTANCE PER DEED DESCR/PIION (F) ~ 8EARfNCjDISTANCf PEIi FIELD MEASUREMENI (C) ~ BE ARINGjDlS lANCE PER CALCULA TlON ASPHALT = L=~=:J ) f ) U W r F\~ _-'-::/ TOWERS ~ ~_j I I 360S CAI E PI VC) UWG ~INE--COR-'I b- 29 16 ------- ~I 19.41 : ) 18.00 (I,) "\. [~-=- B- '1l Al'j[ I lESS (J"T _/ ~~ ~~ 1- ( 0'> I.LJ ~ :r: 1_ 1-- ( U, ,- Zo C) J: <J: __I o ,'( i.t: 0, r' ld 0 1- I- 1 Z<{ 3~' U> FIR 1/2" U:J 0.3 S, 01 I / (JJ :2 Id V) ,( I" > I 1-- __J ,<5 I" o '1: '" L ~, " rr c--, <:> Il: () () IJ l(; o C) CYl (Xl ~ C'J O' L c) )' PARC[ L .'----__ _______ 0 -- -----_._______n__ __ ___ ---__-.Jfl. =-__________ f-~ (J)f- -/-.- ------- -------------~------------------~----~-~ ~-_._- LA W S ON .- --~-- LOT ~-~--~) (---------- \ \ .HOO' I: A')I MI: N I OJ\_ f:J()OI< ~ ~05, I~ 1-1(;1-: 1 2~W S "'-.. (.t: C) I () -' 1.1 Z _..1 It) I ()' z S 01.02'3S"W 254.(')' ;,.. m I{) 0'1 N NO INTERIOR Itv1PI\OVI::.Ml::bJl~-, >,110WN 1- Z ll! :2 lD (f w . tl) ..- PARCEL ~~ (0 :=t m IX) (f) i='-- =:. )) 00' n.l< lJUIlI< "D(J~), I)!-ICI, I L~)t5 Cl 0) n r<) o o PARCEL I Silt" N 01.02' 38"E :;,,<- oe 12 ::1 ~ . :~1-) I~"'~ -1"., ~ " '" > "~ 1_' (0 ~ ~j s~ to LAWSON R(',!! I rill 1/2" IS 540e 02S,02W , "f~ ! Ie''\.! " '--..--- , r,,() Ld 8' ~J S " . " 1 0) t') t ~t2 _....___c. " 14) ~ - .q- "'~ L '~i "'-.. "'.] <Xl ..,.. -J r~ ,~ I""J ~ .q- L43 o III , ' 1") 0) I") CD -+ (~ . ('~ m lri <Xl (() nz CD .q- '5lii3 ~ UI~i I,J J ~ ~ ~l 2 "'-." ~1 n ~ '"j -7 "- III l{) :::?()) IIl0J IJ) ,- <( 'II D (] It) -J > I I~~ ~~j m -) V On; 'i) c:i m I') I') 0-- oll) ~-J \ '''- - CORNER Nor SE f DUE TO DEBHIS PILE IIR1/205:S0UTH 0.4 WEST -----~---------~ ~ ,,----., o '--/ .I ') __u___ -w---- ____ uJ. r', , n ~ 0),,- co _~w 01 <D~- ('o,j 'fl en mCD CD (j) [I) ---...... :;:-" "'--- - --- "~ \() ,'1- )l o 1- o ---.l r) II U 0::: <t Q Id Z :=i L INW~- cOR [IQ LJL_ LOI II ~08.02' CALC --5'08-:-00'------ () o ~I I I I I I I I I ~ r-l \ \ l IJ I I I I I I I I ,( I ..., I- L LLl 2 LjJ If) <f ILl (I) (Jl 1-1 ) () U <C 1-- (I) II J f Z r~ I I I I I I I 1;,- m l~ I I I I 'IR FOlJND"!_~(~~JU~ _!,EST[R~ RICtH::::m--W~Y_~INE OF~_~9 Ok 6413 - --------------~--------~- PG. 633-637 , OR. 1 13:':' p(; 2243u2244 01<. 11864 PC 2540-25-11 SIR () R. hll'b pc; 1757 1/5~ OR 11864 PC. 2503.. 25U-1 ~ . tl) ..... (() v . m IX) z FNMJ lB 24 254' (p) ~ LOT 9 -- - -- --~- lOT 11 PAr~CLL 8-11 LESS OUT I 508 05' PARCEL 3 NORm 508 uu' L60 L57 NO INTERIUR IMI-'ROVEMEN1S, OCCUPATION OF< Ii YDROGf<APIIIC FE A TlIRE S SHOWN N 00'52'1 O"E (D) 1015.46 (D) L56 PARCEL II 010 flORIDA POWER RIGHT-Ol--WAY LINE L A u.s. HIGHWAY 19 N. S 01'(J2';S8"W 254' (P) c K F3 LJ f~ P.8. N 24 ~ PC. U R [) 62 VI ,- ,j o N 254' (P) 7 - - ---------- O.R. 535 PG. 612-613 270.UO' L33 S 01.02'38"W 289.43' (D)(F) 236.51' o o l{) 1'- f- ~ o S ,f~. SS S 01'02'.38"W (20U' R/W) ~ '.!- \ ',j !") r-- l_ _ ) -' I LJ (n -..J: ItJ (JJ (I) III () ( ) ...:( 1- (J) LLJ 5: L41 L38 L37 L36 L40 L39 <( LJJ Ct: <( ____J <( Z () f--- CJ o (.1-) cr:: ~) -~ L35 NORTH POND PARCEL / L ~ S S OU T / ( N 01'02'38"E 528.55' N 00'52'lO"E (D) L52 U"J U) llJ Id __J _J m (.t: (5 o III _I I,) CY 1- o 0 '2 Z CJ o 8 .~----~----- --- - --- LOJ 8 -_. ------ lOT 11 01 In 01 1") f.() '-t 0) CD n n I , (/) L(~ I J J rr);s: ~ Il) 1'- N -r= (/) ~ Ld -..........,_______ 3: R 0 A"[j--- (60' R/W) P.D.B. SOUTH 238' OF NORTH 1016' w. R/W LINE 25ti U8' ...r o o l{) C"~ O.R 11098 PG. 2 23-242/ LE S S Ot T ~ o o l{) N U lO "~ It! FIR 1 /2" I B 3089 L31 6 reM 4. -'--------.. .--...., POND EASE ME NT __/ 0 R. BOOI< ~91, PAGE f~~l~I<IINE (jF WI:.STERN N 00'54'23"1:. (D) N 0 l'12'28-"E- C-Al-:-C -----. n_ ...- N u) -ill 0'> f".. <t . , 0'> CD O'>NN CD N N ? /' v t") -I L55 // o tl) -I PARCEl A o R 9901 PG. 281- 21)2 P ARCE L 1 NO IN TE RIOR IMPROVE ME N TS SHOWN C\I t") -I In Q) ...r CD n LOl 11 SOU fH :UO' OF NOfnH TIS' 270.00 t") LO -I FIR 1/2" FIR 1/2" 01'N,O.4'E N OJ' _38T 1 36C. 98' L29 ARE A OF BLANI<E r E AS E ME N r RE C ORDt [) IN OR. BOOK 3008, PAGE 441 270.01' N 01'10'1/"E LOT 11 ~n ~ .:=-__~___ _ I- (J)f- <{a ___W -J o o <D ------r---- N 01.10'17"E 1 035. 13' (D) (F) ,- I J /-' ---I r II ~ II u r'"J lJ t") . I[i I 0;) 1")1 f--'_ (] RID A ~----~ - /// lESS OUT ~I w I: ~IL_ ~~I f-O ~~I z 0>-- Ui Sil Zo bJ Z ~ 3[ ~r'l~ (I) ~ II II -.-c -- Cl f:! <t o <( > APf-'ROXIMAIE LOCA liON CiF FLORIDA POWE R EASEMENT, O.R. BOO" 3675, PAGE 64 --~\,/) ~ ~--- PARCEL III ~- 1- II LlI 1-'-lrJ o-lrL -3 1- Ill) :_ z cr: ~ ~m u..... <{-I .--.1 m ------~- no 01' -l r--- /I II II _ __ _ _J l___ ___ :r.--u-- - r 2.36.49 (F) ARE A OF BLANKE TEAS E ME NT RE CORDE D IN O.R. BOOK 3008, PAGE 441 -~ fnl ~ ~I nU 50656' 1015.46' (D) ~J(]W E: R (I) (J) ld -.--------------___d.. t~ 0'> OJ 01 01 _.,.J-- _________ lLJ .------- 0 _____ C.t: / <{ Q .-------- --- / --~~~ ( ) J Oil IL [ Z Z 00 FI- ~u <i:: I,~ >I: (J) 0-- Z~ ~ LL 1014.64 (F} 161546' (D) 1016.05' CALC 2.3801' --._--- - ,'/ --------//. ---- _/ l'> P ARCE L "' CJ / LESS OUT n N 01.12'28"E 1349.16' (D)(F) ---------.. 259 53' SIR 1347.65' o 506 56 SN&O :::i ----- - -- ----.. // J ~ t") o (]) 0 N n N ,'I -----/ DE TAIL ---------- -// ~/) It! S I I IS-W-C1Jtl j I~ (IT'' _'\l -------- LOT 260.2S (D) _22Q,~~_ CALC [) A TE 01/12/0tJ ---.--=----=--- -- CHECI<F~D BY: ~;CAL~,: ., --C)RAWN BY: =r:;-OB NO, ,=rHEI:-~--- ,JUl) 1 = 60 ,JUI 01--,) 11 ,) I 0, ::> _____ _________>< _____ _______________1 11 - -- /f ------------, SECTION 6, 1 f3 [.. 1 OWNS HIP 29 S., F~AI\JGE CLE A~. W ATE R, DES CGUN TY, -----_.- T ION 10 I~CEl I PINE LLAS FLORIDA u () o ___--n------"'-.. ~-~f:~ 1~~ (;6' SO~~-- ---- - -i' ~:~~ -- ----1-- S SJI'02'3 ..w...._ 269.00 (~)Q)__ ___________-::.::::=_ , 54 00' (P) , ( C R P 1.(' rIO, LESS 1IiE EAS IERL Y 324 Ll fEEl THERE, F, BLACKBURN~ SUUDIVlSION, ACCUROING ru HIt: PIA T IHU~EOf RECORULU II~ PI A I B('OK 24, PAGE 62 OF THE PUB11'- RECORDS or ?INELL AS COUNTY. FLORIDA P .t<cEL II Ll'i 11 . I.ES::' IHAT POR1ION OF ,AID LOT 11 L IG SOUTH 01- nit: WES1ERlY t:XTEI~SION OF ltit. NOkltlt:.RLY BvuNDARy v, Lv, O. ALSO LESS THE EAST 50.00 fEET OF THAT PARI OF SAID LOT 11 lYING NORTIl OF THE WESTERLY EXTfNSION or nfE NORTHERLI BOUNDARY OF SAID LOT 6. ALL 0; BLACKBURNS SUBDIVISION. ACCORDING TO 1IiE PLAT THEREOF RECORDED IN PLAT BOOK 24, Pft.Gt 62 OF THE PUBL IC RECORDS Of I IEll AS COUNT f. FLORIDA AL SO LESS : IliA T PORnON LYING WES I Of Hit EAS1ERL Y Be NDARY OF lIJt: fOlLOWING DESCRIBED IAr~D DEEDED 10 FLORIDA POWt:k CORPORA 1l0t~: lJl GINNING AT A POIN I ON THt: Wbl BOUNUARY OF LOT 11, BLACI\BlH<N SUBDIVISION. 8EING NOR IH U'~4'2..\" t:AST LblJ.2:. f LEI . "',,1 lIlE SOUTIjWEST CORNER OF SAID lOT 11, THENCE NORTH 0'54'23" EAST 101546 FEEl, THENCE NORTH 89'56'19" LAST 22847 lEU, THENCE SOUTH 0'52'10" WEST 101' 46 FEU. THErICE SOUTH 89'56'19" WEST 22912 FEET TO litE POINT OF BEGIN~JlNG PARCEL III LOT 12 AND THAT PORTION OF L(l1 1\ LYING SOIJfH OF THE \<kSTERLY EXTENSION OFllfE NORTHERLY BOUNDARY Of L.Of 6. TOGllHER 'MTI1 THAT PORTION OF BLACKBURIi SlREET LYING WEST OF THE NORTIi SOUTH EXTENSION or THE WEST BOUNDARY OF THE EAST 6000 FEET OF SAID LOTS 11 AND 12, LESS THE EASTERLY 6000 rEET OF SAID LOTS 11 AND 12, ALSO LESS THE WESTERLY 230.0lJ FEET OF SAID LOTS 11 AND 12, A ;0 LESS TIiE V',STERL Y 23000 FEET OF SAID BLACKBURN S fREET. AL SO LESS THAT PORTION OF S,ID LOT 12 L YlNG SOUTHERLY 01 THE FOLLOWl~.'~ DESCRIBED LINE. FROM THE INTERSEcnON OF THE WESTERL Y LINE OF I AWSON A'ENUE, AND THE NORTHERLY Lit OF STATE f,t \0 586, RUN NORTH 01'02'38- EAST 6810 FEET FOR A POINT or lJEGINNII1G; Tllli,CE Ni [<IH 89'46'1,3" WEST 10754 rEI lIiENCE SOli fH 70',3,3'26" WEST 9034 FEET; THENCE NORTH 67'59'30" WEST 31.76 FEEl, TI CNCE SOUTH 70'33'26" WEST 1 45 FEET TO IHE POINT OF ENDING, ALL OF BLACKBURtJS SUBDIW~ION, ACCORDING TO TilE ,>1 ~ 1 Ii 'FREOF RECORDED IN PI AT 800 24. PAGt: 62 IF THE PUBLIC RECORlJS OF PINELLAS COIJlHY. FLORIDA. PI "CLI 8-V, A .>OfnIOI~ Ur VACA TEO LOUrHY 4' )6, PAGE 903, PUBliC RECORO S, IJlH, RANGE: 10 EAST, PltJELLA' NI,RTHEAST CORNER OF SECTION FIORIOA; THENCE NORTH 89'46'13 RIC,ltT-OF-WAY LINE OF U.S HIGt-. 01'02'38" WEST, ALONG SAID WES FEU; TIJENCE NORTIJ 89'46'13- '" ACCORDING TO THE MAP OR PLAT fIORIDA. A OISfANCE OF 1003.39 A DISTANCE OF 100339 FEET TO AI 0,0 lESS AND EXCEPT lHA T PO PlrjllC RECOfWS OF PINEU AS CC' C[ MMENCE AT n-IE NORTHEAS r c< PIIIELLAS COUNTY. FLOf(IDA; 1I1E~ priNT ON THE WEST RIGIIT OF WI TI :fNCE SOUTlI 01'02'38" WEST, ~ 01 TANCE OF 18.00 FEET; lfIENCE N' <IH 01' 02'36" EAST, A DIS1AI o 443.39 FEET; THENCl NORTH \ 8 46'13" EAST, A DISTANCE OF 1 rc ;EHfER WI TIt. lAD NO. 1,,4, ACA TION RECORObJ IIJ 01 "ClAL RlCUKIlS 1:J001<. OF PI~IELLAS .()UNTY, FLORIDA, LYING IN SECTIO" 6, TOI'vNSHIP L9 :OUNTY. FLor. :"JA DESCRIBED AS FOLLOWS. COMMENCING AT THEe TOWNSHIP 2<: SOUTH, RANGE 16 EAST, PINELLAS COUNl Y. WEST, A DIST :<OE OF 100.00 Ffn 10 A POINT ON THE WESI A Y 19. ALSO, :EING THE POINT OF BEGINNING, T1tENCE SOUTH RIGHT-OF-WAY LINE OF US. HIGIIWAY 19, A DISTANCE Of 33.00 ;T, ALONG THE NORTI-I LINE or BI ACK8URNS SUBOIVlSIO", ;HEREOF AS R CORDED IN PLAT BOOK 24. PAGE 62, PUBLIC KICORLJS OF PIIIlII ;,S CU,!I,II. EET; THEI~CE 'IORTH 01'02'38" EAST, A DIS1ANCE OF 3300 FEET, mENCL SOli 11, 89'46'1,)" L ,0", IE POINT OF . ,EGINNING. LESS TIiE EAS1ERlY 32400 FEET THEROI'". dON niEREOF ONVEYED IN OHILlAL RECORDS tJOUK 4921. PAGE 619. HY. flORIDA. \ND DESCRIBED AS FOllOWS: NER Of SEC1, 'N 6, TOWNSHIP 29 SOUfH. RANGE 16 EASI. : NORTH 89'4 '13" WEST, A OIST.4.NCE OF 10000 FEET TO A LINE OF US. 'IIGHWAY 19, ALSO BEING THE POINT OF BEGINNING, 'NG SAID WES, RIGHT OF WA Y IIl~E OF U S. HIGLiWA Y 19, A WRTH 89'46'1," WEST, A DISTANCE OF 560.00 FEEl; THENCE f OF 5.50 FE T, THENCE NORTI-I 89'46'13" WEST, A DISTANCE , 02'38" EASI. A DISTANCE OF 12.50 FEET; mENCE SOUfH 1339 FEn 1(, TIlE POINT OF bEGINNING UJI 6. BLACK8URN SU8DIVI~ION. CORDING fa "p OR PLAT THEREOF AS RECORDEfJ IN PLAT UOOK 24. PAGE b;o. l'liBlIC I~I:.C()KI)~ OF PINELLAS COUN fY, FlORIDA. II S THE EAS TI 'Y 25000 FEEl THERFOF. AI,- BEING MORE PART,CUI ARL Y 0 CRI8UJ AS. P \RCEL 3 A PORTION OF LOTS 10, 11 AND AND A POR )/~ OF BI ACI(lilJl,N STREEl. BLAC"UURN SU8nIVlSI01~. ACCORDING 10 MAP Of 1'lAT -I'IEREOF AS RECORDED IN PLAT ,Ol( 24. PACf,2. PUBLIC RECORDS OF PINELLAS COLJNTY, flORIDA, AND A PORTlm~ OF VACAITD (: :LJNTY ROAD NO 194. BUNG 1..11 '- PARTICULA: Y DESCRIBED AS roLL OWS: ( ,AMENCE ATHIE SCJUTllWI:SfEf " ,trT-OF--WAY LINE OF BLACKBI 1 ENCE ALONG niE WES TERL Y RI 1 ENCE NOI"02'41"E.. 20837 FEL " . 29 FEET, TIfENCE N.Ol'12'28"E S'I8"57'22"E" ;01J. 76 FEU; THEr T 'ENCE N.02'37'53"E., 8.10 FEET; F! ET; THENCE I~ 00'47'14"[. 33-, L 61 FEET; TIiENCE N 03'10'38"'" N 02'SI'IO"W, 34.17 FEET, THENC T' ENCE N.47"37'3!"W. 12.b2 FEf FI CT; lIID~CE N87'1:l'29"W.. 57.. 4 3 18 FEET; TllfNCE S 01'02' 38' F RALl El I'll III THE WfSTERI Y RI SUNDARY Of SAID LOT 10. N 8, N 01'02'38"E, 253.99 FEET, THEN S <J I '02' 38"W, 1.272.78 FEEl TO CONTAINING 952 ACRES. MORE 01' LESS 1 ('GETHER WITH: HIlCEL 1 CORNER OF 01 6 OF SAID ElL AC"BUHN SU8DIVlSION, 1IIEI~CE AI UNG 1 HE NOR flIIIILY I STREET OF ,AID BLACKBURN SUBDIVISION ~~.89'57'59"W., 60.01 FEET TO THE POIIH 01 lJECIIJN,NG, T--OF-WAY L. E OF I AWSON ROAD, SO,'02'38"W. 23231 FEET: THENCE N88'57'19"W, 9798 FLET; THENCE N e )}'19"W., 195.53 FEET, THfHCE S.01'02'41"W., 10909 FEET, THEUCE N 88'57'19'W. 44577 FEEf, IHUKE N.89'46'13-W., 091 FEET; lHENCE N 01'10'I7"E, 24297 ITEl; THEliCE N.47'14'47"1 63.00 FEET: THENCE N 01'02'3b"E. 240 UO FEET, THENCE N Otl'43'21"E., 204} FEEl, HENCE N.Dn 43"W.. 31.16 FEET, fHENCE N 00'O~)'17"E. 5046 FEEf, THEIKE "00'21'14"E.. 2~ 67 FEEl; THENC N 01'18'44"E. 2615 I"EEl; THENCE 1~.OO'U'.37"E, 2744 FEET. lIIEI-lCE N OO'12'03"W. 24.74 FEET: tENCE N.05'46'23"L. 24.3b FEEl; I'IENCE NOI'25'34"E. 2476 H"E1; ntUKE N 03'44'18"W 5109 FEET; THENCE tUo'30'-IO"W. 3J Ii' FfEf, THENCE N 37'U'-IYW. 1\1.87 FLfl, THENCE N 81j'02"W., 1480 FEET, THENCE H.b6 '9'51"W. J2.2') FfFT, THEI~CE N 84'48'W"W. 5636 FEET, THENi N 8l'30'43"W, 57.tJ FEET; THEI" I 1'101'10'17"[. ";8 W, feEl, '11LNee ,,8,,',~I';1 \"E, 5 50 Ft:Ef; ,IENCE S.69'45'iJ'f. 'lJ594 FEET. HlENCE AI.ONG \ LINE 324.11<) FFET Wt:Sl c,- AND 'T-OF-WAY L :E or U.S. HIGIIWAY 10, S.01'02'38'w.. 269.00 FELT; nlENCF AllnlS TIlE SOU1HI"LY ;'l3"W., 235' FEET; THENCE ALOIIG lllE EAS1ERLY RIGHT-OF-WAY LINE OF ',,\I() LAW"ON IWAD N 69'46'13"V 6G 01 FEET; THENCE ALO"G SAID WESTERI.Y RIGHT -OF - WA Y LINE OF IAWSON ROAD. E POINT OF I t.GINNING L<,T 6. BI ACi\BUR" :'lJBfJIVlSIOI~. ;CORDING 10 AP OR PIAl 1I1ERLOF AS RECORDUJ IN PLAT BOOK 24, PAGE l,2. l'cJ(j1 ,,; kE,~UI<D::' vi Pit IUL AS COUNTY, FLORIDA, IES: diE EASTERL 250.00 FEET THEREOF {'''GETltER WIlfI: C INTAINING 1 832 ACRES, IAORE . LESS. I RCEL 2 J PORTION OF LOT 12. BLACKBUI SUBDIVISION. ~CCORDING TO MAP 011 PLAT THEREOF AS RfCOiWED iN PIA I bOO/( 24. PAI;E 62. PUbLIC R, CORDS OF PINELIAS COUN fl'. : 'JRIDA, BEING tORE P ARTICULARI Y OE:;CRlfJElJ AS FOIl OVlS' I ilMMENCE AT IIIE SOUltIWLS fH U SAID Bl ACKSURN SUB[)IVISIO~ 0, dl'02'38"W, 232.31 FEET TOn ~, '2 49 FEET: \HENCE N88'S7'21 J 'O"G SAID CURVE 3318 FEET, ' t; 58'17'4J"W. 53.87 FEEl TO A f i D, lHROUOl1 A CEN rRAL AN[~1 ('. 'RVE CONCAVE NORTH, ASTERI Y CENTRAL ANGLE OF 90'00'00" (C, S'.'U1HWESTERL Y HAV1NG A RADIL' S"'OO'OO" (CHORD BEARING N.43' , Fl8'S7'19"E" n.29 FEET: THUH 1 i:NCE S.88'S7'19"E., 97.98 FEE , CORI~EI~ OF ;AIO LOT 6, HiENCE ALONG lIit: NURTHEkL) kiGHT-OF -WAY liNt: Of BL ACI<.I:JURI~ STRfl::l .~ 89"5"7'59"W. 60.01 FEET; 11 fENCE III ONG THE WESll::RL Y RIGHT - OF-VIA Y LINE vF I AWSOI~ ;~OAf), POINT OF BE. IIINING: THENCE CONTINUE ALONG SAID WESTERL Y RIGIH-OF-WAY LINE. SOI'02':J8"W., .,111.91 FEET TO A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 6200 I"LET; TlIENCE Wl.:STERI ( ROUGH A CEI IHAL ANGLE OF 30'39'38" (CHORD BEARING N 73'37'32"W, 3278 flET); THENCE JRVE CONCAVI SOIJ'J)-iERL Y HAV1NG A RADIUS OF 3000 FEET: THENCE WESTERL I' ALONG SAiD CURVE Ib.O~ OF 30'39'39" (CHORD BEARING N 73"37'33"W., 1586 FEET), THENCE N 88'57'22"W, 25.59 FEET TO A IAV1NG A RAI dS OF 15.00 FEET; THEt~CE NORTHWESTERLY ALONG SAID CURVE 2356 fEEl', THROUGH A If<D BEARING" 43'57'22"W.. 21.21 FEET); THENCE ~I 01'02'3t(E.. 2111 FEET TO A CURVE CONCAVE OF 20.00 FElT, THENCE NOR1HWESTERL Y ALOtJG SAID CURVE 31.42 FEET, THROUGli A CENTRAL ANGLE OF i22"W., 28.28 FEET); THENCE N.88'51'22"W., 12158 FEET; THENCE N.Ol'12'28T, 535.33 FEEl; THENCE N 0I'02'41"E.. J5909 FEET; lIiENCE S 81:1'57'19"E. 195::>3 FEET; THENCE S.Ol'02'41"W. 208.37 FEET; 10 THE POINl OF BEGINNING. CONT AINING S 8b>J2 ACRES, MOR[ )Ii LESS luGETHlR I'I1TH. U":SCRIPTIONS CONTINUlD N0RTII PO"D PARCEL A PORflON OF LOT 11, 8LACKBUI SUBDIVISION, ,\CCORDING TO MAP OR PLAT 1I1EREOF AS RECORDED IN PLAT BOOIL 24, PAGl b? PUBliC RI CORDS OF PINELLAS COUNTY, , ')RIDA, BEING MORE PARTICULARL Y DESCRIBED AS FOLLOWS: C. MMENCE AT TilE SOUTHWESTEI II.~E OF BLACIo:BLJRN STREEf OF LI,Jf OF LAWSON ROAD. N 01'02';- tJ tl8'57'22"W, 21376 FEET; THEI T.IEt~CE S.84'48'18"E, S6..>6 FEE n IENCE S.37'13' 43"E, 19.87 FEE I lIiENCE S.01'2S'34"W.. 24.76 FEE lHENCE S.00'13'3TW., 27.44 fEE THENCE S 00'D5'17"W, 50 46 FEE TIIENCE S 01'02' 38"W. 24000 FE (, 'tHAINING 4.387 ACRES. MORE ~ SElI1ER WITH: EQUlfY COMMm,. JOHNSU (;RE f NE- GF ORGE ! CURNER OF OT 6 OF SAID 8lACK8URN SUBDIVISION, THENCE ALO"G THE NORTHERLY RIGHT--OF-WAY iD BIACK8URi; SUBDIVISION, N 89'57'59"W, 6001 FEET: THENCE. ALONG THE Wi:STFRLY RIGHT.-OF-WAY E., 49569 FrET; THENCE N.88'57'22.W., 171.14 FEET TO THE POINT OF BfGINNING; 1IIU~CE CONTINUE E N.01'10'IJ"f. 753.31 FEET, lHENCl S 87'30'43"E., 57.43 FEET; THENCE S 87'/3'29-[", 5785 FEET; THENCE S. 86', 9'51"E., 32 24 fEET, TIIENCE S.81"15'02"E., 14.80 FEET; TIiENCE S. 4 7'.3"/'31"E, J 2.62 FEU, THENCE S 16",O'40T, 33.17 FEET; THEI~CE S 03"44'18"E, 51.09 FEET; TIiENCE S 02'51'10"E., 34.17 fEET; THENCE S 03'15'23"W., 24.36 FEEl, THENCE S 0310'38"E., 24.74 FEET; TIIENCt: S OO'l2'03"E. 2161 FEEl, THENCE S.01 g'44"W., 2615 FEET; THENCE S 00'47'14"W., 33.79 FEET; TIiENCE S 00'ZI'l4"W., 25.67 FEET, THENCE SOl 843T, 31.16 FEEl: nJEi'KE S 02'3T53"W, 810 FEET; lllENCE S08'43'21"W.. 2047 FEET; , 1I1ENCE S 4/14'47"W.. 63.00 FEEl 10 THE POINT OF BEGINI~IUG. < lESS. CE RTIFICA TION NE S TME!' S LLC A FLORIDA L1MI TE 0 LIABILITY E ALTH LA JD TITLE INSURANCE COMPANY POPE, B'lKOR, RUPPE L & BURHI, PA FiG TRAURIG, PA C CLARK, INVESTMENTS Lm. COMPANY O F-\! ('-! ^, ' . I ~ : . ~ '...; \ \1,\)jj\J/1, ,. - I IILPEBY CER-IIFY THAi TilE SURVEY REPRESENTED HI: Rl::ON MEETS ni(:,TfCHNIC,l\L STANDARDS SF: f FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS I'N GHAPTEf.\ 61G1/-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 FLOf~IDA STATlJTtS. : /__~_U~J(J4- _~~~_~__ J HN 0 DIEHL OFE S SIONAL LAND SURVUOR NOA053 ...QlL!1 !,O 5_ ___ DATE OF SURVE Y -_. PI\OJE Cl: SUNSET ROAD & U.S. ,19 TYPE OF SURVE Y: BOUNDARy~OI:OGRAPHIC -~ /, V.r ~. AND JURISDICTIONAL P(-)LARIS ASSOCIA TE S INC. PROFESSIONAL 2915 S.R. SURVEYING 590 SUI1E 17 CLEARWA7ER, FLORIDA 33759 (727) 669-0522 LB 6 113 MAR :I 0 2005 rn_- I I: \. <- ~ 1\/ c , <0 i' ~ : i I' I' I r- w LiJ ~ t- (f) z ~ ~ m ~ u <( ~ m E , liNE, NE 1/4, 6-29-16 PARa L LINt '1BLE LINE TABLE LINE TABLE --------- --._--------- ------ -~--------------------- ---.---.------ __LlNE___ ____BEAR0IJi____ D/S !!irvCf; 1!.1Y.f..-____ BE AR/NG D/!iI!i!Yf/'E_ L7 NB9'57'59"W 6007 L33 NO/'02'38"E 49559 -~-_._-------- -~ ~-_._- - ---------~--- ~-~- ! 2_ _2QC!2~1!r'jf __ _ B2~fi! L 34 flj8B'57'22"jf__ _ _(!J.~!i_ !, '{ 5BB'57'2! "E 77 7. 9 / ,. 35 C;00'47'!4"W 33.79 --------.----. .-- .-- - ----- - -- --------------- ----------- un LI_ m S58'CLI3'L~ _~~!:87__ ____~36 __ ___2.QL!!i'44~~__ _ 26'~m ___1:..1 __ m__~.8B'57.'22'L_ _;;~59 _ _i1.!'.____ SOQ'!3'37"W __ __~7 4~ L6 ___ ___~Ql'Q~'l!{,w _ ~~7~__ 0B __ ___~QQ:l~'03''L H_ __._~L~'-__ ___{?__ _~8B~Z':?~Tm___t2!58__ _ L39___ __ !i!21,-!O'3B't____ ____.?i[~___ ~I!______ NO/,/2';jB"E _~68.QfL f.~_ __203'45'23"jf ___ ___~i36__ __~!l._u ____5 70:J3:26"W __.-l.[? 8~__ J~__ _ __2Q!OZ2-'34''Jfn____ 24J6u Ll0 N6T59'30"W 3776 /42 S02'5!'f()"E 34./7 - - - -------~--- ------~.- .. -------. -----~-~------ ------------ ~LL __ ___~ZO:3,rg~~!f___ __90']1.H 1.43 __ _~03'44'!8"L___ u_57,Q!l. __ U_L _ ___NB9:i1j'09'L_ ~10?- 54 _ {44__ _.:illj:J0'40't__h_ _~3 !!___ ~1-1 S'(J/'02'37"W 797.B4 :45 5'3T!3'43''E 79.87 f - - - - t- ------ ----.--- ----.--.- . -----.-- - - ---- -----. --- ------ I I ") J IJd<) '57 '59 "w 60.07 ! 46 547:J7'31''E !2.62 i_P ~r;~~ ---1-- ~~~~~~~:~-~-~ ~j::?s7 -- --- ~u~~_ -- ~~~-i~~:;~~~:~~- ---~3~~~ ~- .Llcq-S:O/:(J2;..ft"W --- -P 208,37-- -'49 _.u S84::'fJ'7B''E-- ---SiC3t; TIij- T --~88P2Z'12-f_19{53 _~-~ L5~ _ -_- SB7~Tj09'E--- -- 57B5 ~ L20 NO! '02'47 "E 769.09 L57 S87:30'43''E 5743 I -----------.-.. -- ---- --- _n. ---------- -------------~- '__0Zl_ __ S8{!.'2ZJ2"E u_ 92.29 _ ___/52 ___ _fjQL!O'!7~__ 753,,3~ L22_/I{QJ.:.!2'2B''E__ 53~;33 _ ___ !53_tJBB'5Z'22'Jf. _;;'73.[6. --.i?3___ __NBB'2Z'22"W. ~r58 ____{~~__.--2!.Tl:t'47)!~___63,OQ L24 NO/'02'38''E 27,77 L55 SO!'02'3B"W 240,00 ----~- -~---------------_.__.- ----------- ---~ ~_L25 __NBB'57'22"1'L- __25.59_ _JJ!j____20B~I3'2!~~_ _~0.47 _ ~?~___ ___1'i2f...'12'43"J!.____.. 53.87_ __{~!.~__ S02:F:5.3"W__ _-.!!.:.J...~___ L27 N8B'57'27"W 7/7.91 L5B 50!'7B'43"E 37,!6 ----- ------ -- .----------- .--..------- _~B___ _ SQJ.:.02'3B"ff____ _li92. ~!l.___ /,59___ . _200'05'!Z~__ 50. '!Ji__ L29 N07'02'3B"E 25BOO /60 SOO'2!'!4"W 2567 -------------- --..---------. - - ------ ---- --- -- ------ UO 589'46'! }"E 3099-1 --------- ---.-------------- --------- L37 SO 1'02 '3B"W 25694 ------- ~----- 02 NB9'57'59"W 309,96 -- ------------- -.--..-.----- --------.-- ._----~-~- 5 LOl 12 PARCEL CURVE TABLE j CURVE TABLE ---~------- ---_._-~-- -----~- -~--~ -------~ CURVE RADIUS LENGTH CHORD BEARING CHORD DEL TA ._----- ----- ------ --- ---.--. .--------- C7 62.00 ,3318 ~.3'3Z'33"L____ _32~{!__ __30:J9'39~ C2 _ 30Q{L _J505__ ~73:J7'33''E u_ ~586 __ -:lQ'.1.2:39" __fL_~~J.zq_ _ 23~ti__ ___2.43'2Z'22~ _~~!2L 90'QQ'OO". __(;4___ _~QOO _3142__ Sn'57'22''E___~82B _ _ 90'00'00" _25 __ _~Q.Q~ _ 3142 N43'57'22"W 28.2B.-20'OO'00" __f~ _.!5 O!L _2~55 ~N43~Z'1Z~'jf_____~L2.!.__ __2Q'QQ '00 " __ CZ-- _30 !!.Q__ _'5~05__ ___J'l.73'37'3J"W_ __!5B6 _ . 30'392L P _eB ____62J.z~ . ,33 7~_ __!:l7.J:37'.32"W 3278_.30'39'38" 4 B LAC K BUR N r~,F3, 24 SUBDIVISION PC;, 62 N 01 "02' 38"E LOT 3 LOT 12 LAWSON ROAD (60' R/W) ------ 1.- Id liJ I <f! I,J Z --.J___I_ __I- -'I::---ld~-.-O () L.d _J f"- IL I <{ 1- 2 UJ Z IL :=J m :L U <{ if' _J --.Jill o llJ Ii ;;; Z u- n. <{ o 00 t= 1-- <.(0 U I.cJ :;I l/) Oz ZIL :=J IL 60 (J(J' ,~ ~ /. -< .. ~- ,t c' 'r. ~ ("J '''-...'' 1--">- CI ~_:J --; :.; 'J L c' ". :.1) '- /' I ~- --l r,~ -~;P;;XIMA TE LOCATION OF FLORIDA POWE R /~ EASEMENT, O,R SOaK 3675, PAGE 64 --- ~------ ------.--- -----.., ~ ~, ,.~ <D C'~ I I"- ..- -I PARCEL 3 ifJ 0J CJ o L18 1-- Ul Ill) o w ~ n '~ ".......................... '------------------------ -----~ 0' o Cl l;f f- .q u .q > APPROXIMATE LOCArlON OF FLORIDA POWE R E AS E MEi'H, 0 R. BOOI< 3675, PAGE 64 PARCEL 2 e-'l : :':'11 ~-- ..=---=.-. :...: - .}. II II II II II \\ . - _____~ \__ n__ ~c L20 ~ -~--u-':-l~ PFWXIMA Tt_ UJ.';! IIm4 ~) OF FLOHIDA P(II:r:< .-/ ASEMENT, OJ 8UOI, .-3675, PAGE h4 N -I N 01.12'28"E ---- ---- " ......---------- ----~~- -------/ 31 i 360~;CALEf<E V8LJWG li - II " lJ o <D e-. I- (j)1- <(0 W nJ OX 353 ~------~--._---- L28 II I -- ------." I '--I I LJ S 01.02' 38"W APPROXIMATE LOCAl ION OF FLORIDA POWE R EASEMENT, 0 R. 8001< 3406, PAGE 227 f'-;=- -=- -=-- -- I --- ~-=-~ -~- '-----~ ----.-............., - '''~ '. LOT 1 2 ~ ~ NO INTERIO~ \MPROVEMENTS, OCCUPATION Of~ fIYDRO~-;j\HIC FEATURES SHOWN ~- --- ----~~-l-/k AP6;OF~I~~6~ ~~~r~ON U J" EASEMENT,OR.BOOI< 3406, PAGE 227 l22 1349,16' (D)(F) '=":,,---":""" () ") ('~ C'J , (j) I.J ~ / () ..1 ---------- '-- -- -- ~--............... 1366,98' PC, 612---613 w, R/W LNE II II I ~ -- ---- . SL_ 1j r") -I -1J--- (I~ 2 -- - ~---------~--~ APPROXIMATE LOC.A liON OF FLORIDA POWE R EASEMENT, 0 R BOOK 3406, PAGE 227 r"},..... ~-I ------ FL_ORIOA PARCEL III LESS OUT .------. -- ) POWER~ rOWERS '''\ LOT 12 f~)OWE R L14 INGRESS EGRESS O,R, 4264 PG, 876 l-j II ---11--- SOUTH POND PARCEL L8 ----------~-- \ \ \ \ \ \ S . I ~ f:i DI ~ I fiR 112" L2 --- ------~--- ROAD PARCEL --- -1 SN&O OR, 9901 877 _ ~ PG. 281-282--- 14 SN&D L4 SI FIR 1/2" 03' S, 0.2' w. \ O.R. 5182 PG. 958 -~ -- - SIR FOP 3/4" 0,3' S. .-> >-1 :...;'-> .->'(}J 'R' 0'_ 0'. (> S r: 'Y' ~~ O.R. 8823 PG. 1386-- 1388 \ \ \ \ \ \ If) c t- 10 ------ 0' --\ I-"\) o 1- --\ 1.3360 calc 13353' (D) ---------- ---. -'--- -._-- POINT OF TE RMINA T'ON.l OF LINE ~-~- -----.-.-- --- .......---...,- --~ --- .'........., ~" '~ -------------- ,----- ____~_____J ~AST 1/4 CORNER OF SECTION 6, lOWNSHIP 29 SOUTH, RANGE 16 E AS! --------- lOT 12 N 01'02' 38"E \ \ -~ 35055' \ \ EASEME 1565 281-282 \ \ <Jl ')J (J' cP cP 3301 ' l~ <D 0 o 0 o 0J <D r-- <D Is :s . o o N 0J 0 o ~n ~ en 0> W W (j) Lll to ~ Z o lL F o u >- ll.) IL (j) <( o lL Z 0 :=J '<.j as " ~ 1-- ~I(j) W <( ~ ~ :=J I- o IL (j) 0 Z \ en LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L 11 L12 L13 L14 ~z 60 I 3D 0 -f- F-~'- SCALE: 1 "=50' r~E RIME TE R LINE TABLE BE ARING N 89'46'13"W S 00'08'34"W S 70'33'16"W N OO'08'34"E S 70"33'26"W N 6T59'30"W S 70'33'26"W S 01'02'38"W N 89'46'13"W N 89'46'l3"w S 89'46'13"E S 70'33' 16"W N 89'46'13"W S 70'33'26"W DIS [.6~G~ 8605' 98.46' 31,84' 106,14' 81,31 ' 31.76' 17165' 5.50' 6001' 091' 100,01' 12204' 21. 49' 9.03' __n ____ __~I ~___--~-m-LE-GE-N[r--- n______ FD.D,T. = FLORIDA DEPARTMENT OF TRANSPORTAT/{XII I SR.D = STATf ROAD DEPAR/J.iENT OR = OmOAL RE COOD BOOK P.L.S. = PROFESSIONAL LAND SURVf YOII 18/ ~ L1CfNSED BUSINESS NUI.IBER I a/A = OVfRALL DIMENSION P,OC, = mNT OF COI.II.IENCfMENT I P 08 = POIN T OF BE GINNING ~ = CENTfRUNE , R/W = RIGlIT-OF-WAY I ELEV. = ELEVATION AR 0 = FroND IR{XII ROD flP 0 = FroND IR{XII PIPE I SIR 0 = SET 7/2' IRON ROD.l: CAP I.BJI6I13 FCI.! 0 = FroND CONCRETf I.IUNUI.IENT SN.ltDo = SET NAIL AND BRASS DISK L8/6713 fN.ltD 0 = FroND NAIL AND DISK (p) = BEARING;1)/STANCf PER PLAT (D) = BE ARING ;DIS T ANCf PE R DE E 0 DE SCRIP lION (F) = BEARING;D/STANCE PER AELD MEASUREMENT (c) = BEARlNG;1)/STANCE PER CALW1AT/ON ASPHALT = I~ 60 ~ SECTION 6, TOWNSHIP 29 S., RANGE 16 E" CLEARWATER, PINELLAS COUNTY, FLORIDA DESCRIPTIONS CONIINUED ::,OUTH PONfJ PARCU A PORTION OF LOT 12, I:lLACf\I:lURN SUBDIVlSION, ACCORDING 10 MAP Of I-'lAT IHEREOF AS RECUkDUJ IN PLAl HOOf\ 24, I-'AGE 62, PUBLIC RECORDS OF PINEL LAS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOU IHWES T RL Y CORNER OF LOl 6 OF SAILJ BLACKBURN SUI:lIJIVlSION; IHENCE ALONG lHE NOk1HERL Y RIGHI-OF-WAY liNE OF BLACKBURN STREET OF SAID BLACKBURN SUBDIVISION, N.B9'~7'59"W, 6001 FEET: IHENCE ALONG THE WESTERLY RIGHT-OF-WAY LINE OF LAWSON ROAD, S.01'02'3B"W., 82480 FEET TO THE POINT OF BEGINNING; THENCE COrHlNUE ALONG SAID WES TERL Y RIGHT -OF - WA Y LINE, S.01'02'37"W, 191.84 FEET; THENCE N 89'46'09"W, 10754 FEET: THENCE S 7U'33'26"W , 90 33 FEET; THENCE N67'59'30"W" 37.76 FEET; THENCE S.70"33'26"W., 17185 FEET; lHENCE N.01'12'28"E" 36806 FEET; lHENCE S.88'57'22"1::., 121.58 FEEl TO A CURVE CONCAVE SOUTtlWESTERLY HAVING A RADIUS OF 2000 FEU; THENlX SOU1HEASIERI Y ALONG SAID CURVE 3142 FEEl, THROUGH A rENTRAL ANGLE or ;dO'OO'OU' (CHORD BEARING S 43'57'22-E. 2828 FEET); THEtKl S 01'02'38"W, 21 11 FEET TO P. CURVE CONCAVE NORTHEASTERL ( HAVlNG A RALJllJS OF 1500 FEET; n,l:~Jn ',UI11HE,\STEI<LY .,LON', SAID CURVE 23.56 FEET, fHROlJGH A CENTRAl ANGLE OF 9U'OO'OO" (CHORD BEAkiNG S43'57'22"I::, 2121 FeE f); l<inJCI: S 88'57'22"E, 2559 FEET TO A CURVE CO'~CA VE SOUlHEkL Y HAVlNG A RADIUS OF 3000 FEET; THENCE EASTERL Y ALOI,G ::',..,11) CURVE 16,05 FEET, THROUGH A CENTRAL ANGI E OF 30'39'39" (CHORD BEARING S. J3'37'32"E, 1586 FrET): THENCE S58.17' 43"E., 53.87 FEET TO A CURVE CONCAVE NORTIiERL Y HAVlNG A RALJIUS OF 62.00 FEET; THENCE EAS fERL Y ALONG SAID CURVE 3318 fEET, THROUGH A CENTRAL ANGLE OF 3U'39'39" (CHORD BEARII,G S 73'37'3YI::, 3278 FrET); THENCE S 88'57'21'T, 11191 FEET TO THE POINT OF BEGINI"t~G CONTAII~ING 2 :n/j/j ACRES, MORE Ok LESS. WES f ACCESS EASEMftJT A I)UkTION OF 101 IU, I:llACf\bIIHN ~LJ8lJIVISI()I" ;,CCUt<UING ,0 MAP Of PL..! IHtREOf .~::, t<LGOHUU, Ilj roL.." bU()1\ 1', C'\GL ')L PlJBllC RECORDS OF P/NELLAS COUNTY, FLORIDA, BEING MORE PARllCUlARl Y UFSCRIBtrJ AS FOLl OWS: COMMENCE AT THE SOUTHWESIERLY CORNER Uf LOT 10 Of ::'AllJ tJLACf\8UHrj ::'U8LJIVI::,:Or, IIIENCE ALONG flit EA::'IU,l Y RIGHT -OF - WA Y liNE OF LAWSOIJ ROAD, N 01'02' 38"E., 2U.l1 FEET TO THE POliH OF BEGINNING; DIENCE CONTII"JE ,\1 (JrJG c,,,I[, RIGH T -OF- WAY liNE, N 01'02'38-E., 30 38 FEO; nlENCE S.b8'57'L 2"E., 1/1.29 fEETfO A rURVE CONCAVE NORTriWESTEfiI{ ilAvlW; A RADIUS OF 2633 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE 41.36 FEET, lIiROUGH A CENfRAL ANGLE or 90'OO'UO" (CHORD BEARING N46'02'38"E, 37.24 FEET); THENCE N01"02'38"1::., 843 FEET; THENCE S 88"57'22"E, 27.34 FEEl TO A NON- TANGrNT CURVE CONCAVE NORTIlEASTEI,L Y, HAVlNG A RADIUS OF 26.33 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE 24.94 FEET TIIROUGH A CENTR.^: ANGLE OF 54'15'59" (CIIORD BEARING S 26'05'21"E 2402 FEEl); THENCE S.01'02'38"W, 35.97 FEET; THENCE S.74'48'06"W., 9 <,2 FEET 10 A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 51.67 FEET, THENCE WESTERLY ALONG SAID CURVE 1465 FEEl, THROUGH A CENTRAL ANGLE OF 16'14'32" (CHORD BEARING S 82'S5'22"W, 1460 FEET): OiEIKE tJ 88'57'22"W, 199.95 FrET TO \ CURVE CONCAVE SOUTIlERI Y HAVING A RADIUS OF 2633 FEET; THENCE I'IESTERL Y \lONC SAID CURVE 12.77 FEET. TIIROUGH " CENTRAL ANGLE OF 27'47'30" (CHORD BEARING S.77'08'S3"\\' 12 h:, FEEl) Tu ;"E f~,J'I'1l uf BEGINNING. CON IAIN/NG 0 11J6 ACRES, Mor,t 0R LES::'. A PORTION OF lIIE EAsr 32400 FEEl Of LOT 10, I3lACKtJURN ::'UI:lUi\%IUN, A':CORLJING Iu MAP 0!- I-'LAI IIIEREUr Ae i'<t\,Uf<uLU II'-' PI AT BOOK 24, PAGE 62, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, BEING MORE PARTICULAkL Y DESCRIBED AS f-m LOWS' CUMMENCE AflHE SOU1HWES1EkLY CORNt::k UI LOf 10 Ur SAIl! HLAC"I:JUkt, ~UbUIVISION, Illf_NeE ALU/H, lilt o,ULJlla h , BOUNDARY OF SAID LOT 10, S.89'46'13"E., 235.94 FEET; THENCE ALONG IHE WESTERLY HOUt:DPI,Y OF ~A:U E A,,' 32:' del r ld IJI LOT 10, N,OI'02'38"E., 2455 FEET TO TIlE POlin OF BEGINI~ING: THENCE CONIINUE ALONG SAID V.t.STERI'( [j\-'IJIIUf\'<J h ,)1WL':,8'T, 35.97 FEET TO A NON-TANGENT CURVE COt~CAVE NORTIlERLY, HAVlNG A RADIUS OF 2633 FEET, THENCE EASTERLY ;,1 ON' SAIL CURVE 1680 FEET l1-lROUGH A CENTRAL ANGLE OF 36'32'52" (CHORD BEARING 5.71'29'47"[ 16.51 FEET), TIlENCE 589'45'13T, 217,14 FEET fO A CURVE CONCAVE NORTHWESTERLY HAVlNG A RADIUS OF 13.33 FEET; THENCE NORTHEASTEHLY ALONG SAID CURVE 2075 FEET, THROUGH A CENTRAl ANGl E OF 89'11'09" (CHORD BEARING N.45'38'12"E., 18,72 FEET): TIlENCE N01'02'38"E., 51.16 Hc:T TO A CURVE CONCAVE SOI'THEASTERLY HAVlNG A RADIUS OF 2667 FEET; IHENCE NORTHEASTERLY ALONG SAID CURVE 3575 FEET, THROUGH A CENTRAL ANGI E OF 76'48'14" (CHORD BEARING N.39'26'45"E, 3313 FEET); THENCE N 77'50'5]"E., 5896 FEU 10 THE WESTERLY RIGHT-OF-WAY I!NE OF US. HIGHWAY NO. 19; l11ENCE ALONG SAID WESTERLY RIGHT-OF-WAY LINE OF US. HIGHWAY NO. 19, SOl'02'38"W, 5B96 FEET; THENCE DEPARTING SAID WESTERLY RIGHT-OF-WAY LINE, N,62'15'OYW" 3507 FEET TO A CURVE CONCAVE SOUTHEASTERLY HAVlNG A RADIUS Oi' 13,33 FEET, THENCE SOUTI1WESTERL Y ALONG SAID CURVE 27 15 FEET, TIlROUGH A CFNTRAL ANGLE OF 116'42'20" (CHORD BEARIN S59'23'47"W, 22.70 FEET); THENCE S 01"02'38"W., 4928 FEET TO A CURVE CONCAVE NORTIlWESTERLY HAVING A RADIUS Or 2667 FEET; THENCE SOUTHWESTERI Y ALONG SAID CURVE 4151 FEET, IHROUGH A CENTRAL ANGLE OF 89'11'09" (CHORD BEARlt,G S.45'38'l3"W" 37.45 FEET), THENCE N.89'46'I.l"W, 228 U8 FEET fa I, C:Ji<\O[ CONCAVE SOUTHERLY HAVING A RADIUS OF 4833 FEET; THENCE WESTERLY ALONG SAID CURVE 13.01 FEET, THROUGH A CEN IRAL AIlGl E OF 15'25'41" (CHORD BEfC~ING S82'30'5li"W, 1297 FEET), niENCE S.74'48'06"W, 6.42 FEET TO TIlE pOlin OF BEGINNING. CONTAINING 0,2730 AmES, MOR OR LESS NOTES FIELD BEARINGS SHOWN ARE BASED ON EAST BOUNDARY OF I'-IE 1/4 OF 6--29-1b AS LINE 8EING S 01-02'38"W. 2. NOT VALID WIlHOLJT THE SIGNATURE AND 1I1E ORIGINAL RAI::'E D ::,E AL m A fI URllJA LICENSED SUfNEYOR AND MAPPER 3, NO EXCAVATIOII WAS PERFuRMELJ ro VERIFY THE LOCATION OR EXIS1Et-lCE OF ANY UNDERGROUN(' UTILITIES, ENCROACHMEHTS, IMPROVEMEHTS, SrRUCTURES OR FOUNDATIONS UNDERGROUI'JD UTILITY LINE LOCATIONS (IF SHOWN HEREON) AF<E BASEU UPON UTIL.lTY FJROVIDER ATlASES AND VISIBl.E FACILITY EVIDENCE THIS iJ1ILlTY LOCAl ION MEIIIODOLOGY ML:ETS THE REQUIREMEHTS lk A QUAliTY LEVU C A'::. LJl:FiI,UJ BY THE FEDERAL HIGHWAY ADMINISTRATION UTILIZING THIS METHOD If IS NOT UNUSUAL TO FIND THAT 1:' TO 30 PE RCE NT OF THE UNOE RGROUND UTILI TIE S AF<l: E ITIlEl~ OMITTE D OR ARE PLOTTE D TWO FEE T OR MORE IN ERROR, 4 RE-USE OF T/!IS SURVEY FOR PURPOSES OHiEf< THAN WHICH IT WAS INIENDED, WIFHOUI WRITTEN VERI'"iCATION, Will BE AT TIlE RE-USERS SOLE RISK AND WITHOUT LIABILITY TO THE SURVl: YOR. NOTHING HEREIN SHAll BE CONSTRUED TO GIVE At-4Y RIGHTS OR BENEFIlS TO ANYOI'lE OTIIER THAI'-I THOSE CERTIFIED TO, 5. ALL FOUND POIHTS ARE LJIIMARKED UNLESS OTHERWISE '\jOTED. 6, THIS SURVEY IS NOT IHTEtJDED TO SHOW HiE LOCATION OR EXIS1EI'4CE OF ANY JURISDICTION A: , HAZARDOUS OR E NVIRONME NT ALL Y SE NSITIVE ARE AS, 7, THE SITE APPt ARS TO BE IN FLOOD ZONE X, ACCORLJII\jG TO THE FE DERAL E ME RGE I'-ICY MANAGEMENT AGENCY, FU,OD INSURANCE RATE MAP NUMBER 12103C0126G EFFECTIVE DATE SEPTEMBER C\ 2003. POI t..RIS ASSOCIATES, INC. AND THE SIGNING SURVEYOR HEREON ASSUMES NO LIABILITY For,: THE ACCURACY OF THIS DETERMINATION. THE AUTHOR OF TilE MAP, TilE FE[ ERAt. EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL GOVERNMUHAL AGENCY HAVIHG JURISDICTION OVER SUCH MATTERS SHOULD BE CONTACTED PRIOR TO ANY JUDGMENTS m-ING MADE FROM THIS INFORMATION THE ABOVE REFERENCED MAP STATES IN THE NOTE S Tn THE USE R THAT "THIS MAP IS FOR INSURANCl: PURPOSE S ONLY" 8. ANY ZONING INFORMA liON SHOWN OR NOTE D HE RE Ot~ IS BASE D ON INFORMATION A VAILABLE DURING THE PRE PARA TION OF THE SURVE Y. THIS II,FORMA TlON SHOULD BE VE RIFlE D WITH THE GOVE Rr~ING AUTHORIT'Y' PRIOR TO ANY DE TE RMINA TIONS OR DE S IGt\j 9, UNLESS OTHERWISE INDICATED, THE PROPERTY DESCRIPTION AND EASEMENTS SIIOWN WERE FURNISHED TO POLARIS ASSOCIATES. INC, AND ARE PRESUMED TO BE CORRECT. NO SEARCH OF At'4Y PUBLIC RECORDS, FOR EASEMENTS, OEEOS, ETe, WAS PERFORMED BY THIS FIRM FOI THE COMPl ETION OF THIS SURVE y, 10, DESCRIPTIONS .AND EASEMEIHS SHOWN HEREON WERE T AI<EN FROM A Ol.D REPUBLIC NATIONAL. TITl.E INSUANCE COMPANY COMMITMENT FOR TITLE INSURANCE, AGENT FILE NUMBER SUNSU -KB, EFFECTIVE DATE: MA Y 12th. THE SURVEY ADDRESSES THE FOl.LOWlNG ITMES IN SCHEDULE B-2 THEREOF AS FOLLO\'6: 11EMS 1 THROUGH 1d - NOT MA IIERS OF SURVEY ITEM 11 -- NOT A M\TTER OF SURVEY ITEM 12 -- EASEMEN FS ON TIlE Pl AT OF BLACKBURNS SUBDIVISION RECORDED IN PL AT BOOK 24, PAGE 62 ARE SHOWI'J HEREON. ITEM 13 -. EASEMENf RECORDED IN O.R. BOOI< 991, PAGE 351, IS SHOWN HEREON. ITEM 14 - BLANKEl EASEMEt~T III FAVOR OF FLORIDA POWER CORPORATION, CONTAINED IN INSTRUMENT RECORDED FEBRUARY ~, 1969, IN O.R. BOOI< 3008, PAGE 441, PUBLIC RECORDS OF PINEL LAS COUNTY, Fl.ORIDA, AREA OF Bl.ANI<ET EASEMENT SHOWN ITEM 15 - EASEMENT IN FAVOR OF PINELLAS COUN1Y, CONTAINED IN II~STRLJMENT RECORDED JUL Y 24, 1979, IN O,R, BOOK 4905, PAGE 1294, PUBLIC RECORDS OF PINEU.AS COUNTY, FLOF<IDA. (SIWWN HEREON) ITEM 16 - EASEMEnt IN FAVOR uF PINELlAS COUNTY, CONTAINED IN INSTRUMENT RECORDED AUGUSr 30, 1979, IN O.R. B,IOK 4905, PAGE 1296, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA (SHOWN HEREON) ITEM 17 - EASEMENT RECORDED IN O.R. BOOI< 4905, PAGE 1298 IS SHOWN HEREON. ITEM 18 - SITE IS SUBJECT TO AGREEMENT RECORDED IN O.R. BOOK 10216, PAGE 221. (NOT SHOWN) ITEM 19 - LEASE RI-CORDED IN IJ R BOOK 7459, PAGE 2313 EFFECIS l.OT 10. CAN NOT BE DRAWN HEREON ITEM 20 - lEASE R[CORDED IN u.R. BOOK 11245, PAGE 559 EFFECTS LOT 10. CAN NOT BE DRAWN HEREON. ITEMS 21 AND 22 ARE Nor MATlERS OF SURVEY. PRO,JE CT: () t~: :~ 1,., , \' f \ ~ \ I '~I \ L--. '- -0- ------_ o o n C'I I I booo,J _______ ~- ------~ _____-~ PARPfL III .._____,------APPROXI.MA lE LOCATION I ~ OF Fl ORIDA POWE R I ~ EASEt,:,-NT, 0 R 8001< __ ~/ ___ _ ~_ 3406, PAGE 227 I ~_ ~u_ _ :I ) / ---- ___u_ L_~ --- _.__ P= _ _____ ___II~ II --- --.- ~-"- -- '# 4 ../ [~~O~~~-' .-> \-~ o ~ ''&- \ \ 01'01UB"~12TS-6' - \ ~ --- \ ~_______ -\ -\___- PAR CE . V ------- \ SE WE R- TILITY \ 0 R. 4048 PG. \ O.R, 9901 PG. } > '~ ~ ~ ''6 c\ - %\ (\ \ \ -~i 11230 SUNSET ROAD & U.S. 19 TYPE OF S URVE Y; BOUNDARY, TOPOGRAPHIC AND JURISDICTIONAL POLARIS ASSOCIA rES INC. PROFESSIONAL SURVEYING LB 6113 2915 S.R. 590 SUITE 17 CLEARWATER, FLORIDA 33759 (727) 669-0522 Mi\R 1 () 2005 DATE 01/12/05 SCALE; 1" CNBY; JDF --- OF 5 ,JOB NO. 01-311.3 CHE Cf<E 0 BY: JOll 60' / /81 J / 82 Y 18!:! lr / / (,,, @ l<i)!4i~t'lnt~_ __ -~ SE CTION 6, TOWNSHIP CLE ARW ATE R, PINE LLAS 29 S., RA COUNTY GE 16 E., FLOf~Il)A , 847 -t PP , 861 1l~ 1 _ L .~..-. -eb~~-~-_ 1162 80. 1t67 - ,,_ ___S-- __ .-81.-c'c= _ _ B. 3"(A) _.B6--~!' !.UB, 0 '" .. ---~--~---~--------_____~ 073 _________------- n-_~o j Ie . '8 fU13 (') ~-6'-:~I~~~~~dU~~~~-;~~~~--~-~~86-:- ~- -=-~~~-- - - --- ~----=-~A1i~i~~" --~-=-----~~ ~ -:r-\~10~:~~~ 8::-~ '1'-'-'- ", ",0---""'>---- ---;; .1 "q-- ".-.- -- J'.l1j+~~t4 .... -. .' ' " --,P~<i~ ., -~."...!n'" _:"'__""H~ ~j-~~Jlrl.. ~ ~ .-~ '\ 1J65 <L> '8~9 W' ,- ,- "J "'" , ~ ~ L~~ _-~/ ~ ~-:--:::-------.- - - .---------- - _________:~~~-n--(---~- ---- ~_;8~~ru---856S---.. 86:' 86)7~75-~ ____.llidL__ ~ gm gm ~". '.-- I ' " "" -/" a>\ ~___ 10" ,,/ <# B66 5"4" <)1 t 8~ 2 'f,lL L~_~ _ _n_ ___u___ ____ _ ______ _~~~ _~m" ---.... ____u _____ _~___ ,.Ll ~ _________________.Jl __n___ _ ....._ __._.....___ Ll.___ 8753 -. - -.B8---.-~/ - (pP. _/ -MP~~-.t.~ ~~,.,:~ --'.: ~--~ ____~___n ;,L/_@O: ==.-:_-- lll,2.._ ~___n__ '~2 /1 82 'I 83 0 jfk-- / "";,: 7. --- -- -- -- --- ..J~r - TO t,(] Ie -~--~--I~----- ----- ___ _ _...----.\.' p_ _ . _0 _~_, -- y 8. . an_ r ~lt_ . _, t~e <:!J ~!~'rLQ_...--~~~2--=---~ 81 3 81.2 - - !\rib .--. I 4 4 <). 19" .~~~ - -;-~~-~-~.~~~-~-~- ------~ ~8 2 1 1 I h '1l86~ J / ~25 ~J6 1 8 06 -~ /' 88' j 9" 88431 <<1 ------- .------.---.---= "--------li!' .*------ ,S.. '825 / ///-- - -'\ QJ / "80 5" @ 5" detail ~~.~llc~~~r~~~HA-LJI ELEV, ~ 85/1 ~------- ''n...... . f:' ~._- 11738 -----,l\L11----------- ___no 4>'1" 11712 87.14, ~____M~j-. ()--L__ -~ I b 6 868 \ \ \ 40 20 0 ~--E~ SCALE: 1" = 40' 40 ~ \ \ \ \ \ W ~l.> ~v.~ I \ \ . L P. . lJ:.~ 52 ~ ~J (l.> ,I' P ... ( '" (1) 1 J. 4" ~ 4"5" ----~~5,~-i,8. 4"5" ( 04"4"4" <n <0 b"5" ... 12" ~ // ~o 7 PP'* . - ~;-* ------~~---~~~-=:~- NO MOBILE HOME S, 6"9" eLF ~'CONCRE TE SLABS OR ------- I <) FE NCE S SHOWN ------....-, w- I~ 5"1"a" ~~~~ 87.48 , _/v/ /~ 10" 10" ) 4> ~ 7~ --- -- -----------w:4r---------- ~-~15'-M13 LL_~~ ')__~____~___~_~io.2 ~____ --\ 15 "~ LP ,.~ "-, "'~ '" ,,-,~, NO MOEJILE HOME S, ----COI\lCRl TI::: SLABS OR---- FENCES StlOWN <:)" ----.-/ ~) I BsS 9.12. /// @ n.: c; '" to )815 . . , 8590' _Y C 5"5"5" <') 1J67 I.IP 4" PI' AJI'.AI __.____,w---.--.....:.~ @ -,h"----'-~,- ~5 --;:- --- ---mpp*' <. ! I I .' If> c o ..c o 10" ~ 811 81.3 I I I I 82 ~11 " ~I 1 1 8~ 3. 1 8S.56 00 '-' e" ~ 10" ~ ----~---~87:i/) L p, ... 1s66 841 I' Pf fence. .fJ1J., , PP 0., u 12 ~ -- IU~( . 12' r 4" <<1 5"5"1 m i:O"6" <Cf"l -<icieS !' Q ~: I . \". :" '. ,/ 1 . J ' .'...,1(, " 862 , ' X, '. " ': ~ ". "I '. f" 1- ./. '.:'> '_ V ____~~_ &lo 1 2 . 6"CtA y- _ . 85.70 8S 64 LP I) r~] (J NI [) ,f) rl,) 85.68 86. 2 .35 ~,85 6 051 fp~ 1 I vi9 IJ) (/) 2ffiZ o~:;:: I('I~\ lLJ ld (f) ~ ~f-- ~ I~U ~J _ Z () lJJ Z () lL ~N~Ll.}, 7~ 2~9,lfj IN INV = 78 19 r INV 0 8541 W INV = 8551 lU I I I \ I I I I 8Hl ---/ .Pc-------~-.~-----.--------------- 9 2 9. 7 a' ~ / "9 :1 0~8~ 58} m_ 89 L 21 1 ~" P9 OIl ' I I 892 ----- 1 [it NCIl'dARf< NOTE: , 837 . 849 b47 lJ) I :\ 8~ 5 :tJ4 7' I 1l~ ~ 8..07 8..53 I I I I I I I v. I ~I I I w (}) . 8615 ( " ,,-,e- ~ . ,a"~~~:c.-=~:::-~;u/- -~C/> 7. 'I> In, .. - __/-_____ ./lla.~ 5""~ _.~ ./ 0:1,:" . // -. .-~"Qj.,:j'%1,---- _ - .__filo / ~.....- .-" / 1167/ '873 <-.....:3.!:t8"12.~..-- 86 1 . .. .. . -- - L_ __/ 8 J6 ~ cg. 86 12 8738 \ 88.57T &l68 89 ~O ~11 0> 8830 . 8890 ,.' 96 (1) . 8901 ~) '2 871Q ~_.__ __ _^~_ ./ /') _ _ _ ~ ~ 118 75 '1' ~______ OI'J " - -- - - -+=--- 88 88 I ---- I'r' .... - ~------ LPi - - ----------- -'---~j. b~; 16' . r S ~J"4" 0"7" . __-----/0/ I ~- \ I 7"7"'0" J/24~'" /' 1 r -- MP. ~ ~ :S1:?)17" E----- ----:#'. !.IP ...._ _ 88. .0 ;q p;O"7" (jl -J.2.---''''$~", ---->W----_~ - PIP. · t NO MOBILE 110MES, ~'//.------------------4" 6"7"9 /_- _- ( 4";"--~ ----~ - CONCf~E TE SLABS OR-~- <) ~IM mv, = ~~.~ ..____------ <).... FENCES SHOWN .~ 7" ~tl~~v=_8~g~1 /_~-- _------------.. ~ SE jNV = 8512 //- ',,-' W II V - 8462 /// /~" ~,""~ I 16" // l,~_.._ ~2" ~ '-...',10" ----:..-__~. ./",,,-":=.:::- ~___u._"'~__) __ _. M_.~__________ 1_ ~ _ _ .. ______ tlf~-t ---''') ---~= 'b5 02 ~-~ B6 15 117 68 ~ - 8534 __t__---- ---___ ______ ,86 .8 __ _ ,87 85 // // /// 0..<6/) @1..l"19"2b- )f)(.,~~r:'e- /\)b------ // //V .// tj '-.... ///.------ /-&\/V/// ////// \'_It,//r _______ ~~'~_//~/ /' /_/~-.-.--...-/' ,'0'6 // ~ ilf ---- // \-t.-,--- .-.1 1 4" -------~__________-- / _/ Un' f /~ ~"a"B'~. /\ u'tui~- "" /-~!.o'fjc~.;"J".cc-;.';/r::=c '~-<'T - . ..._H j) "r~ 1 - UEVA110NS SHOWN 11EREON ARE 8ASED ON DEF)ARTMENT OF TI-<ANSPORTATION BENCHMARI< 15-95-A-l09A HAVING AN E LE Vi T:()N OF 87,08 AND DE P ARTME NT or-- TRANS I'ORTA TION BENCtdvlARI< 15--88-A-110 HAVING AN El EVATION OF 88,20 NORTH AME RICAN VE RTICAL DATUM OF 1988, if A1ER; 81.2 wood fence -----------~1--- ---. '-~---~j 892 891' 89 2 L~ >- ~\r, 3L ~~~_J~n~e :'31 ':-'.;--) 21 o : :':.' .:~ "00 '~,' :~:':9 RO~9 c;' / Ts 9 ' B n · ' """I i "" I "HI 2U -~-~~-- (A) DE NOTE S W A TE R liNE ATLAS IN~-Ol-<M^, TION PROVIDE D BY 11 IE CITY OF CLE ARW ATE R PUBLIC WORI<S ADMINIS TRA TION, MAP 254B (' , , lJi \ I '-' , I ~ I \ 1 ~ :...-. (AA) DE NOTE S W A TE R LINE A TLAS INFORMATION PROVIDE D BY PINEL! AS COUNTY UTILITIES ENGINEERING DEPARTMENT P ALL WidER LINES SHOWN HEI~EON ARE EW SAID ATLASES, NO FIELD EXCAVATION WAS PERFORMED, --M" o ~ rn-- I 1 I 1 rs (l) U C ,~ +833 >, L C o (j) o ,S,t3' E l~n-_~~ 18 ~~ . 013 _ _ n'___- "iJ\t. ~ ~ ~ / ;0 ~ ---r ~.9!< r (l) I I~~ c .Y S LE GE NO OF SYMBOLS AND ABBRE VIA liONS .'" ""- '-... , 81 o~.tO 8 2 ' < ',0 0 8~- tQp ~I;I.~ 'Of ) "Z!... 6 8U ~f)!r ;;~ \ /~/ " I 8/ "'" I ! ~;y / 8;;-*~J r ~2 ;8U / 819 'R~b 82(~~7 8J5 826 <L> C1J n/ 'IV THE E LE GE ND TVAJ. ~ ~ UNDERGROUND CABLE IELEWS/(W MARKER ~n = UNDERGROUND rELEPIIONE PAINr MARK TVB . ~ CABLE TELEWSION UIIlJrY BOX 8 ' . . TU.-: 0----- T _~ U. J.AJ. 0- = APPROXIMATE lOCAl1av if UNDERGRWNO vp, ~ = POWER paE TELEPHavE CABLE WITH TElEPllONE UTlury 130X .H ~ OVfRIIEAD LINES UNDERGROOND rElEPHONE CABLE WARNING I.IARKER cv... = COiJ8INATlON paE (POWtRjPl/avE/CA81E TV) TP. ... = TElEPI/avE PM I P.... = UGm POLE rO.M, ~ = UNDERGRCXIND Fl13ER OPTIC LINE WARNING MARKER C I P'" = COI./B1NATlON Jt UGlU POI.E F.II .t- f:FO= UNDERGROUND fiBER OPTIC LINE PAINT AJARK . . ~ .I.Y,_--- w-~ llMJ---= APPROXIMATE LOCAl1av OF UNDERGROUND WAIER GP, ~ = WY POLE J/'L UNE WIT/I nilE Il'rVRANr, WA TER VAlVf Jt METER MP'" = I.IETER paE X = WATER LINE PAINr MARK ~_~ ; WY WIRE _E.f "'_--RWL ----I1!Q----= AI'PROXIMATE LOC.ArION ~. UNDERGkOUND RWSE WArtR [_6] = ELECIRIC UI1LJrY BOX (rRANSFORM'R) RWL UNf. REUSE WATER VAlVf Jt ME TER PL X = REUSE WA rER LINE PAINT I.IARK ~ = UN/lERGROOND POWER PAlNr MAlik _ ->'____~_ ,._______" __ = 6' CIIAIN LINK FEN(E. UNLESS OTHERWISE NOrElJ :0. ~ ELECTRICAl OUrLET . = PARKING PDS I 0fI B(~lARD ISJ = ELECTRIC unury BOX €1> = PROPANE TANK cD = ELECTRIC METER CONe ~21 = CavCREIE :0: = DE CORA nVf L1G1/ T ASPII I I = ASPHAl r ~_+----_-€- = APPROXIAJATE LOCATION UNDERGRO<.ND POWER LINES rD,Or. = FlORIOA DEPARrAJENr or rRANSPORrAJION @ = /JONITORING IIELL S.RD = STATE ROAD DEPARTMENT o R, = OfTICtAL RE CORD BOO< @ = UTIlHY I.IANIIOLE PLS = PROFESSIONAl LAND SU/!\fYOR [fJ = PEDESWIAN CROSSING slm L8/ = LICENSED BUSINESS NUI.IBER r S IJ 181 = TRAFFIC SIGNAl UI1L1TY BOX O/A = OVf RALL DIMENSlav 1.5 P Js1 = WAFFIC SIGNAL paE P.DC. = POINT Of COiJMENCEAJENT ~ IDm! Mf1. !M.f.lS. P 0 8. = PW r OF BE GINNING ~ ~ ~ ~ ~ ,------_---------, f = CENrERUNE ---..- R/W = RIGHT OF -WAY cg ; MlrERED END SECTI ELEV = ELEVMION r:rJ = flARED END SECI10N FIR 0 = FOUND IRav ROil II = GRArE INLET f1P 0 = FOOND IRON PIPE ~ = STORM SEilER PIPE .t I.IANHOlE SIR 0 = SET 1/2" IkON RW &- CAP LB/6113 S FCJJ 0 = fOOND CavCRE Tf l.IavUI.IENT ~~, ~= SANlrARY SEWER PIPE, I.IANHOLE, CLEANOUT &- VAlIf SNMJo = SET NAIl AND BRASS DISK IB/61 13 Sf R.CP = RE/MORaV CONCRETE PI/'E FNMJ 0 = fOUND NAIL AND DISK X = S ANI1 AI< Y LINE C AJ P = CORRUGA TED METAL PIPE PAINT MARK . . . (P) = IJEARING/UISTANCE PER PLAT P.VC. = POLY \ofNYl. CIILORIDE O,IP, = overliE IRON PIPE (0) = BEARING/UI5rANCE PER DEED DESCRIPTlav VCP = VITRIFIED CLAY PIPE (F) = BtARING/DISTANCE PER flEW AJEASUIiEAJENr ___~___ G -~--O = APPROXlAJATE lOCAl1av OF UNDERGRWND (e) = BEAI<ING/DlSTANCE PER CALWLAnON G.V UG.l GAS LINE WIT/I GAS VAlVf, GAS METER TiP/CAL spar [Lt VAI10N2_ GI &- GAS LINE WARNING SIGN (IF SHOWN) X = BURIED GAS LINE PAINT MARK lOP Of-CURB ELEV 96.65 EDGE OF PAIfAJENI ELEV 96 It, T S -.- = TRAFFIC SIGN flOWLINE Of CURB fIE V 9615 ' + CIKI ~ MAILBOX EOC,f OF PAIfMENI EIEV 9618-,+ GROUND flEV 952, rOP or cum ELE v 96 '8 GROUND ELE V 9S? '+ EDGE OF PAVfI.lENr [LEV .0 . 'i 9618+ DilL. ;H L o r:: o , 840 866 9y 9 J6 900 9 89 31 89t~ -f" 8906 89 38 ~~_ 919 9.0 I:. ~9~: 10 9, 968 A979 9 ~6 c o c o 1------------. - / 12" @ = 12" OAK TREE 12" @ ~ 12" WILLOW mEE 12" ~ = 12" MULBERRY TREE 12" ~ = 12" PALM TREE 12" ~ = 12" CHINESE TALLOW TREE 12. <# = 12" MAGNOLIA TREE 12" <) = 12" clmus TREE 12" ~ = 12" WCAL YPTUS TREE 12" ~ = 12" EAR TREE 12" . = 12" PINE TREE 12" ~ = 12" CEDAR 12. <J = 12" TALLOW TREE 12" ~ = 12" MAPLE TREE 12" <4 = 12" BAY mEE 12" q = 12" OT/IER SPECIES 12" <1 = 12" CYPRESS TREE 12" ~) = 12" PECAN TREE 12" @= 12" B07TLE BRUSH TREE 12" @ = 12" CAMPI lOR TREE 12" @ = 12" CHINABERRY TREE 12" ~ = 12" PERSIMMON TREE al. A ""\ {\'.:;" IT',~~;~ I \} L' uJ 8.91 8H. oJ) o c (l) - '8U 8. ~9 ' 54btso 84~ backf/ow prevention ~I device MATCH liNE SEE SHEr:T 4 DRAWN JOF -,-~ogk~~~~VE-I1~~S~;;~~ INC 2915 S.R. 590 . SUITE 17 GLE ARWA TER, FLORIDA (727) 669-0522 PRE P A f~ E [J FOR, PRO,JEer TYPE OF SlJRVE Y: 3 01/12/05 :JPDATED SURV10Y JOB NO 01-3113 CHE CKE D JOO 02/02/04 AflDfD EASE ME NT DATE: Q c. JOD 33759 K B HOM[ S S l ) [\j S [ 1 f;ZOAD & ll, S, 1 9 BOUNOAf~Y & TOPOGf~APHIC S Uf~VE Y 01/29/04 M'SC. RE VISIONS OS-16-03 Sf! r. ___ J.~_u__ RE VISIONS APP'D BY SCALE: NU DA TE I" = 40' Of _i__._ pp, .3 ----------- NO MOBILE HOME S, CONCREIE SLABS OR------ FE NeE S SHOWN ..'--'_~------~ ''', " '~ 'Q o o 't ~; ---- g" '11 "- "" ~ "'" ~7~0 'b6,74 --v~ 9.10 I I I I I 6" Q) u c ,2: SECTION CLE t,K\ 6, TOWNSHIP 29 TE R, PINE LLAS S., RANGE 16 E., OUNTY, FLORIDA ~ '---~ ''i;." -~~ J 'b~~538-:t~~L-------- -T~ nr~15- .99 5"6" / 17 Xi ."", /'; ." [~/><~ I". ~' ~. \--71 ~_ PP I .' WB. dO"15- 26" P P .. ------ ~~---- ~ ____ ~ @ ~ '--- p"" - -coW-------u--_~-----, (/5" ---~ .. 4- 1 \ ~ -- -_____.. @ NO MOBILE HOME S, ~~- --~__--------- CON eRE TE SLABS OR-- -~, FENCES SHOWN " if' o 40 _J I ~5 2 TS ~4- 40 I 20 _r - _,~_ SCALE: 1 "-=40' 10" @ 9 87 R9~5 9 8 ~9 ~J ~ 1 78 ~,07 86.45 W,V 6. 5/----~ It'.V ~ ex: c ' ). -<6}, . -'ifP:-! ~L~ ~ V I '~~ I I I ---1 coW- detail /oq; 8541 8530 "CHINFSE PALM o .P detail __ - not fe,mlld per CitY. of c1p-orwoter atlas .,'-/----------. .~------ .~ ~ c---- '" I.P t~ 3 f.G1. I 37 20 4"5" ~ 15" ~ '10 67 (J) u c Jl:' -1l5-mrM~ ----~.65 h~ k<< ~ .~ W lB" l5o" - - - -- n_ -- - - - - '3iJ ~ - 15-,1" @~~ IV:;. IL - - - -- - - - ~ t- '5l7"f1J1ffy- - - / WB, 0 APPROXIMATE LOCATION / TUB 6 {B OF FLORIDA POWE R - I ( / EASEMENT, O,R SOOI1'..--..:h~ i5,5V / --- n ~,..........- ---+~---------------,.L ,<S,Ty "cu.:f, ( (/ IW~'HT~,BJ' /j~ WINV,- ftU6, /r I NW INV ~ nl 92 I - I ----- , I I I I I L I .8li6 __ __ __ _"_ Jf~TV B 9 TV B TV B. -- --- ---@.- I I 4" I I ,n- @ @ I I I I I I I , ~1" r-r I I I I ];:~ -------- ~ I ~~ T.r~WfJ Tl/:'f I , , I 1",' '11 I -~- " / I ,- I - I- , ,I ~PROXIMATE LOCATIOI'>J '^'''' , OF FLORIDA POWE R "- I' EASEMENT, O,R, BOOI< ", '" ~ ' 3675, rAGE 64 " I tl5.~ = := =-~ ~:~ ___~T~_ ~TUfJ // <fJ WB ,./ 0::' ~.. ,01 I (f) Vl ~ illIzi 0<1:./3: :r: i~ 0 I '-!: 8"9" 36' w wl~1 ~ ~ ~~ \RI!.t lliY,_", \~~ ~ ct:q ~I IlIMillY. ~ ''''''''1iJ- 4~ N INV. - 1800 S INV. ~ '0 _ I tSlNV - 1ft 00 ~ 8 ~: ~/7 I Z(ju.../ // +82,21 I ~""" 'I I -8J~___) /). "" I I_"~", ':~~^"rROXIMt;E LOCATION I'" / I' I I OF FLORIDA POWER /~t /~PROXIMATE LOCAIIVON ,"\ I EASEMENT, O,R, BOOK //./ OF FLORIDA POWER I 3675, PAGE 64 EASEMENT, O,R. AUO 1-----1 3675, PAGE Q4- H\_"l \tIll I //~-. @ [0"\ - -- --- I , I "", I I , , .. Ii, I"~ I II II ~ I '. .11 +~l- 7 l=- -_= - - - ---. -- -- - - --J~ ~~~~E'I)" I ~.. Its /Ifr~ - > / .- - - - ~.... .. -H't'f~~~__!" ~. ~o- //-_______~/ ,r ,,' '& 6 4 ..,>'6\ I I '"'' " I I "",&, I / I I ~'" 6- I I I \j <) 6551 85,~O 1i9,67 --{ .----------r'- / -~' --.------ --_.~- -. -. 4- @ ~7.18 87,23 - - -ToW< ~ - _ __ - - -- - - - - -f-li'if~r - - , 5" 4" Tye, 0 '11 :r~/ <(J,"7"7"5" , r--..~ I I I ~" . I , , ".~I ~~ I , I , , I I Y I 81'53 -------~t,12 I~ /j: I I b I . I IT U,B, (),-;,. T VB. "" I , , I I 7~"4" --l I ' I I I ~8 ,4\ j,4' WISl 88.80 . . 851 85.7 -'J 10" 7"8"{ C@'-'~/~ ., 8.7 8ft 6 --------....... ~j~ ~ I. P -............----.-~--.--~------ M~---~~----~rr 4"4"6" ~4"~"8" '~ ~~ "-.. " I l,,_-., tl59 II 1 r ~t fQund p e r.<;+t.y.-B f c1'3orwoter atlas 8"9 " 13" 10- @ i85 16" ~ i95 tl9~ 89.5 ~"I'. 'J C ..------------ 'y ~ 1\~;1 '" ""-..............81- ,1 9 .....--.......'---~ 4" 4" 4-5"4' ~ @ <) []D-_~ :Ill ] I 84.90 1 487 " ~45~ I I I \11 1- I 64,61 I 460 tl440 I - - r- --. -- - - --. I.. , .. 1 ----- ------- : I I . I I / I q";' I [~~~ _= __ I 1 -L 8 4 ,,6~ 8B,2~ ,~__._________----.-88...&L_~~~3 88 2fi 'n813 tJB 28 8856 89,0 ~ I ; ,,0 OJ .70 ') v /' ai 4- . 80,~2 8907 8943 Ilf ______ 5"7" ~ TUB. ..WB T. B ,08 86.06 /' 8R.fi 88.35/ 0.: <..3 ."'" en ~.IO /~~7...___<-88,69 88.20 / -----4"5"8" ~ '\7 4"6"r <(]4-6"6" 8" <(]/ INV, .~. 86,09 6,3~ 8823 12" '11 5" ~ 4"6" <) ~" to 5" <) ~9 90.49 9(}i)! - ----------{--- APPROXIMA TE LOCATION OF FLORIDA POWE R / EASEMENT, O,R. BOOK 3675, PAGE 64 co '" co '" co " I I :1 I~ LP H 5" <) 6 7" 38 B :39 ~6y" ----4\..~"-_~4" 4" '114"~"5" ~ Ii L _ ~>" /~ . .. ~ "'~:. ;...~, ...: ! '~ 4" <(] 1\55 5.72 i5~'O tl8 4 . 68 tll~l91 88. 1iR7 VB . TVB tJB6 8-9" @ 1'394 1 " ~ 4'10" 18" <<J ~ ~8" 4-5" '11 4-B- '11 detail ~'f~ // fprJi:P 1,0 Off co '" 19" <(] 27" ~ 4" '11 --- - -- --.-------1-----~- --- -- - 'Q o o ;e APPROX ATE LOCATION OF FLO \pA POWE R EASEMENT~O,R, BOOK ,'675, PAGE... 64 "'-..- 6"7"8" <<J __1 ----7--- +88.5 T.U ~ rVB. -I I I I -- -- ~- - --- - -- - -- -~ - I I -~-~ .....,.w---~.. .w g, 16 r;: -::'J 1,0'~ 8 ~ ~ ~li,;~j l:~'~AlB' ' ~8 2 1-0.' (;; 'W:sJ_CEl Mm--=-~~-=-~ 42 ==--. kfYl~~'1i'\)-- - .------i~1i~-b" --~' 88r----'-----=-nt -- ~ ~N~ 8874+88 61 8ft 5988.7\ 88.61_ ~55 1\872 8867 86.51 8813 IM.mv, ~_88.75 88.48 88 64 88 47 88.39 .OOJL----------------+--_i!' 1 ". ,.88,4~t _-+8843 l~--- un_______ -- ~~--_________n !i:02tm:?-O -=o/i::~~~-- Aoo. \i.<J,s, 88.6 ~ A.. . '''17 9 - -,/ll)" OlU2 -----.------i.., O \\ 0,",:,' . \ ' ,\ .... 1'- \ , . \ I \.., i l \. , \ 7.1-, 85 t,. 857~ 5.6~ k;.16 -rl-Y~-- Id'_ .. 8" @ --1 i\~lU B. TUR. ~ T.U.8 ---- ..---S" --- ~ L(I) --- -1 . - U_j I I , I I I I I I ~!lH 3.38 OJ 09 j l ,f'l~ I I I I I I I I QD~-~ ~~~I 6" <~ 6"- rup-- -- 7" ~ TUB TVB 1110 ~JO 4" @ ~r ....J ,0 CD 54 "~rAf~mv'::cAP,~2 I i liJv ':' Ro /4 I \ \ \M~" ;6\~ ~10" r, Il-;;;~~ ~ - RI~.uLY, ~ ~6,59 r 5OSIV~I1 5 Ii I V. - ]j, I TREE LE GE NO !------------~- -CE-GE NO-- OF--S YM8 JLS ---ANO---ABBRE'IA TION-S---- -- -------------- ---~----_._- --- -----~----~---- ------ ---- T.V.l1. ~ c UNOCRGR()(}ND CABI.E TUt V;1I>'1 13 /L ~ UNGERc.RWNO TELEPIICJi'lE FAINl MAt,'!, T.VB . = CAal.E TEI.EVl510N Un/I1Y BOX TUB U TM ' . . :"''-O--~ T ---:':'':'0-- = APPROXI/.IAIE lOCATION OF UNDU,CROUNO p.r." ~ POWER patE TEUPI/ONE CAal.E W/TH TElEmONI:. UTlLlIY BOX ," ~ Olf RIlE AD LINES UNOE RGRWND TElE PIIOI'IE CABlE II' ARNlNG IiARKE R c.r.. = COI.IRlNATTON PO/..E (POWER;1'HONE!CA{//E r.V) T.P. .. ~ TEI.EPI/ONE POI..E L P. ,If ~ /.1C./I1 pcu rOl! i) ~ UNDERGROUND fJBER OPTIC LINE WAlmlNC /.IARKER CL P. -< rH. '1- -r.ro~ UNDERGRWND fJ1JER OPTIC I.IN' PAINT /.11..'1'1< ,. = CC)!,IB/NA new It. IImT POlE r -- IrJlL___ w----{J'lD--~.:.... = APPROXIMATE lOCATION or UNDERGROUND WATUi G P. jIf' = GUY POI. F t'l LINE H'fTI1 (IRE HTDRANT, II'A TE R VAL Vr' k MfffA' M'p''' = AIL TER rOLE f. = WAIER LINE PAINT AlARK E-~ ~ c.vy "IRE ---B.Jt.V__ RWL ---~--- = API'ROXIAlAIE IDCA TlON C'F UNO[RGRCX)/v(l .f/EUSE WATf R ~ = UEC1I?IC UTlL/1Y BOX (1I?ANsrORI,IER) RWI LINE, REUSE WATEK vAl VE "" METH' rt. i = REUSE WATER liNE PAINT AlARK f. ~ UNDERGROOND POWER PAINT MARl< ___~__~._._________ = 6' C/lAlN liNK FENCE UNLESS O7IiI:.RII'ISf NOTE 0 :0: = ElECTRICAL OUTlET . c PARKING P05T OR ROLIARD !SJ ~ ElECTRIC UTILITY BOX ~ ~ PI/orANE TANK ([) = ElECTRIC UUER CONe EL~l ~ C'./NCJ::ETF ):( ~ DfCORATI\f lI(~HT ASPII :_J ~ ASPIIALT --f--f----~ - = APPROXIMATf LOCAnON UNDERGROUND rOWER LINES FD.O T. ~ n.ORIOA DEPARTMENT OF TRANSPORTAT/CW @ = MONITORING fEU S.R.a = STATE ROAD DEPARTMENT 0.13 ~ iffJOAL RE CORD 13001I {J]) = IJTlUTY MANIIO/.E PI S. ~ f'RifESSIONAL lAND SURVEYOR IlJ ~ PEDESTRIAN CROSSING SIGN LEI = UCENSED BUSINESS NUMBER 7.5 B ~ ~ TRAFfiC SIGNAL UTILITY BOX a/A = OVERALL DIUENSION 1.S I'. ~ = TRAIT/C SIGNAL PO/..I PO C ~ PCiIlT C'F Cf)/,fAlEN(f MfN7 S frEl.iWlJfLIf!1.C IS PO fl ~ PCI'11 ,'F fHmNiNr -L~ _.-/~~~ ~ ~ c::-- .1 ~~ -1 /iw : ~;,;~:~f:'~Ai [g - MfTF Rf.(J nm SUTlON c1J = rtA'!F(J EN/) ,[(TlON II = mA TE IN! ET ~ = STORlt SFWER PII'E ,t MANlIOI..E S,V. S,C.O. ~= SANITARY SEWER PIPE, AlANIIOI.E, arANOOT &c VAI.VE ...SI_ 13 c.r. = RE INFORCL D CONCRE If PII'[ ., - SANITARY UN!: CMP = rn=oIIGiI1[~ uET'1 PIr>C PAINT MARK . " C\"", . ('"," , c 1'. VC. = f'Ot)' VlNH OILOR/DE D I r = OOC l1LE fllrw PIPE V C P. = VI TRllffll CLiIY F'l1'[ ----1'<>4-- G --@lj--o = APPROXIMA 1T: /.OCA TlON if UNDE RGRouNn G v U G./. GAS UN[ '-f7fi GAS VAL If, GAS MF 11 Ie q & GAS 1/llE WARNING SIGN f. = BURIED GAS UNE l'AIN7 MAR/f IS ~ = TRAmC SIGN ro ~ MMLflOX 0111. ~lj 116 51 ; 12" @ = 12" @ ~ 12" ~ = 12" ~ = 12" ~= 12" ~ = 12" <:) = 12" ~ = 12" <% = 12" . = 12" ~ = 12" <J = 12" ~ = 12" ~ = ". <<1 = 12" ~ = 12" 0 = 12" @= 12" C!) = 12- @= 12" 0= 12" OAK TREE 12" WILLOW TRFT 12" MUlBERRY' TREF. 12" PALM TREE 12" CHINESE TALLOW mEE 12" MAGNOLIA TRFT 12" CITRUS TREE 12" EUCAL )PTUS TREE 12" EAR TREE 12" PINE TRET 12" CEDAR 12" TI\tLOW TREE 12" MAPLE TREE 12" BAY TREE 12" OT/IER SPECIES 12" C\PRESS TREE 12" PECAN TREE 12" BOnLE BRUSlf TREE 12" CAMP/WR TREE 12" c/lfNA8F1IRY fREE 12" PERSIMMON TREE MhR ] () 2005 2.63 I 17 \w S f'U I ~~ , In ,- E L' /A i,,^: 1 ------. /' ~'--- 7 9 11 WB. ~ 6 @ "~ -....s.'-" ~- --. 'If,; ,. , r, ,"ii .. .V, r:X liP 0 = FJUNO ,i, ON Plf't SIR 0 = SET 1/2" IRON RVO & CAP Lfl/61/3 rCM 0 = FWND CONCRETE AlONUMENT SNMJ 0 ~ SE T NAil AND f1RASS DISK l.Rf67 i' fNMJ 0 ~ Wltm NAIL AlvD or;1< (P) ~ fiE ARlNG/PISTANCE I'ER PLAT (0) = 8EARINr./DiSTANCf PER DEED DESCRIF'1JCi/II (I) ~ REARIIIG/DISTANCE pell flUI) M[AS'fF':(I"; (,~) = PI \RING;1J1STANCF PEII OLCUIA'IO!'l [Yl'Ko1LSEQU LE Y<1 vms (1r S/lOWN) ELOW/,C't/fx. %1/[L/% ~6?5 FDGF or PAVEJ.iI NT! IE V 96 lR" EDC.r if PAVEAlENT ELE \' ~t:p, TOP OF CURB f Lf V 96 68 E[JF',[ if PA \f. ME NT [IE V Q(; lR- '. "i- GIIOUN[l fiE V ~~ l r.R(J(I'If) fi E f 9.'1::, - f;"I'V.l: -. I" 5ft 6" <) I I~ _..J :-' CD -....... MArCil LINE ~;FE SHE[ 5 DRAWN JOF POLARIS ASSOCIA TES - .- -~ . -- - PROFESSIONAL SURVEYING LB#6113 INC 2915 S.R. 590 . SUITE 17 CLE ARW A IE R, FLORIDA (727) 669-0522 PREPARED FOR' PROJFCl TYPE OF S URVE Y: 3 01/12/05 lIl'[)ATED SURVEY JOR NO CHE Cl(E 0 JOO .-~-----t--- 01-3113 O.C. JOO .3.3759 f< B HOMES 02/02/04 A[)[")[ 0 E A.SE ME NT SUNS[~ T r~O^D & u, ~~, lCJ 80UNDAf~Y & TOP 0 G f~ ^ f=:J [.j I C S URVE Y -- -.----u--------------t----- DATE' 08- 1 h-O,) SHT _ ... NO DAfF RF VlSIONS Af'P'O BY SCALF: 1" = 40' or .___~___ --~...P~,-,---" 40 ~-- 20 0 f---'J.,--_.- SCALE, 1"=40' DRAWN JDF CHE CH D JOD o C JOD -+- .... 788 40 -1 \ '., 't~, \. " ~6;8---1 -- " fti 5 rut! 0 ----1-------- ~- MATCH LINE SEE SHEET 4 ---)<-- ---=t- ~---::J - [{D_ . __ _~ TP I I I I 5"10" 81~__~~~~~~~"---------_-----1:~ tj) h\l I 8.14 IV . 87 L8 TU . " ou .Ut!. APPROXIMATE loeA TION L#.-- - I OF Fl ORillA POWE R I -* '&() 20" J I 6-4" EASE ME NT, O.R. BOOI< ". ~ -'1\' () ) 3406, PAGE 227 '~ I'L / I , . / (r:;~ 1 AI~LL!)~~~/~---..... i r~~-1g~f)15" ~~~=_~'ii'Q\1 __ /...t' IljV - 72 J~ ---------- 1, '6- - - ~ ~~. ~ H ~~ I /- l-@ -- -" ~-- 8 Cl ~ Y - - _[_____1 S - - - -~" - - - -"-- 01 --- - -'/8 : ~. -f.9r~------------- -li'ia~--------796s' I "~!~ .''''-- "",~ JL:~"~~n_ _ ,,~ I .~.,: :~?5 ~/--:--0"P .~..:: .... ...:.:,...~. -- :: - ft ',,, ... l A }, / h l.@J /r-..~I I r 7662 ' '''-.., .~, I I "...__'"" ,"0 I I ". "'... I I .. ~__________ TUB. (] _ '4"4" I II "'...~ ,I /~~~---~ ':;y , , , I J __ -""",,' _ -~ \> ..." I I 10" =-~1?~~~',;i'-'\ /79'-,... I II [. ~ J o. ..~". ~~'\ ,:->,l' ~ @ Y- ,.;1" ~>f/ ) ~> :: , APPROXIMA TE LOCA TION .Jlj....~12.JQ) & I', OF FLORIDA POWE R , EASEMENT, O.R. 8001< 3406, PAGE '221 0 I I I ~1 ~ Is <( _J k, I : I k .not fQlHld - per city of cI eorwat er atlas ~~I 1 V , back flow tlJ 00 )preven lion J deVice ~/,:/' I \~~ 1 78 3 9<t 9 28 ~" ~ t I'" """-" ,i='::: ." \ ~o ~"7"1~" , 7 // /-/----~~../ 5" t.iJ ~) 9" ., 8366 , 5" ~ 5"5"4" <) 1 :~_ 393 \" T U Ii. \I. Vt! It!.! U Ii ....~ @ ~":O"l" -~--...~ '1,9 --'/7 ~- " j J .~, 7. 7~ '..>s,,- ru~< oru~ 1I1'L- ._---~-~----~- --~---~_._---~_.._---------~--~-~- ~~N~ ~'n 1-00 N INV ~ 71 90 E IIN. = 7664 E INV ~ 7336 <IJ U C ~ -0 o o 1 ~ ~ 'P'I CD j~ tl 0 I <1 "4" / / / / / I fJ 5 ! I I I 9 I I 11.01 I ~"- I I I I '132 P ()N lJ 702 9" //f- ~// \....... "if ~, J" ~~r~}' f/ /. lib // II 11i/ III 1'VO I I I I I I I 9 14-11 <-j ~~-- ~5" 001l e1P <I=t> rm ~16" [JM]8 B rm II' II ~ -.....,,~ -------- 60.3 + 7970 9.33 · 7'J 1 4 ./ --- I ~I -' -' <P"-. ,<.> ~o o <Xl /,,/ ..; /' /'1~ /'1 // 'h, 4".f'4" / ~ ::J I I j j\ 0.7 cc /lUll 704 ...~ _~ _---~7 \ ~-- -- .--- ~- .--'-- -~ ~~ ..------ /------- --------~ -~/ /- ~---- ----- .~ _/ ----- - ~. -~/ .----- / ~-------- ~ _/ /- -_./ ~ /-------- /- / ~ _./ -/- ----- _/ _._POL,AR'SASSOCIA TES /'1" PROFES' ,WAL SURVEYING LBj6113 INC 2915 S,R. 590 , SUITE 17 GLE ARW A TE R, FLORIDA (727) 669-0522 PRE.PARED FOR PROJECT B HOME S K I:\()AD & U,S. -19 SUNSf-T .33759 ---~- -------- ~---- ----------- ------ ------------------ ----- --- ----------------- TYPE OF S URVE y, ------- -------------- ----------------- BOUNDARY & TOPOGRAPHIC SUR VE Y SECTION 6, TOWNSHIP CLE ARW ATE R, 29 S., RANGE PINE LLAS COUNTY, 16 E., FLORIDA -------_._--~-------~---~----------_._-~-- TRE E LE GE ND 12" @ = 12" @ = 12" (J = 12" ~ = 12" ~= 12" /# = 12" <) = 12" ~ = 12" <%> = 12" .. = 12" ~ = 12" <J = 12" <fI = 12" <4 = 12" <?] = 12" ~ = 12' () = J 12" @= 12" @ = 12" CAMPHOR TREE 12" @ = 12" CHINABERRY TREE 12" 49 = 12" PERSIMMON TREE -~- ~ ---~--~- ~------ 12" OAK TREE 12" WIL LOW TREE 12" MULBERRY TREE 12" PALM TREE 12" CHINESE TALLOW TREE 12'" MAGNOLIA TREE 12" CITRUS TREE 12" WCAl YPTliS TREE 12" EAR TREE 12" PINE TREE 12" CEDAR 12" TALLOW TREE 12" MAPLE TREE 12" BAY TRET 12" OTHER SPECIES 12" CYPRESS TREE 12'" PECAN TREE 12" BOTTLE BRU~H TREE LEGEND OF SYMBOLS AND ABBREVIATIONS TVI.I ~ ~ UNDERGROUND CABLE rrLHISION /JARKER f.ll. ~ UNDERGROUND TElEP/IONE PAiNT MARK T,VB, . ~ CABLE TELEVISION UTILITY BOX ru~o_~_ T --~o- ~ APPROXIMATE LOCA7ION OF UNDERGROUND pp, -* ~ POWER POLE TEIEP/lONE CABlE '11TH TElEPHONE U7ILlTY BOX OHL. -____-_ ~ OVf RilE AD LINE S UNDf RGROUND TELEPHONE CABLE II' ARNING /JARKE R cp,,,- ~ COI./BINA7ION POlE (POWER/PIICWE/CAl3LE TV) TP. -* ~ TE1EPHONf PCiE IF -* = UGlIT POlE rOM ~ ~ UNDERGROOND FlBffi OPTIC LINE II'ARNlNG /JARKER CL p, -* ~ COI./B1NAlION '" LIGHT mE FH -.- lO~ UNOfllGROOND fiBER OPTIC LINE PAINT MARK --I~_ w----l!'ID---~ APPROXI/JATE LOCA7ION OF UNDERGROUND IfATER GP -* ~ GUY PIXE Wl LINE II'ITH FIRE /lYDRANT, fATER VAL\.f '" METER 1.1 p, -* ~ /JETER POLE :k = WATER LINE PAINT /JARK E--- ~ GUY rillE -1Ll.~-RWL --f1!M~~ APPROXIMATE LOCA7ION OF UNOERGROONO REUSE II'A7ER TAl E E'TRC 71 TY B (I" F^" ER) RIfL LINE. REUSE II'ATER VALVf '" /JETER ~J ~ L c" lULl OX ~ANS vnM :': ~ REUSE II'ATER LINE PAINT MARK PI 1. ~ UNDERGROUND POII'ER PAINT MARK I( ,(_ __-;<--~ 6' CHAiN LINK FENCE UNLESS OfNElIlI'lSE NOTED :0: = ELECTRICAL OUIl.ET . = PARKING POS T OR BOLLARD EI = ElE CTRIC UTILITY BOX i& = PROPANE TANK cave E~::]] = CONCRE TE @ ~ ELECTRIC METER t.{ = DECORAlI\.f LlGIIT ASP/I L---.J = ASPHALT rD 0. T. ~ FlffilDA DEPARTI.IENT OF TRANSpmTATlON -~f------{'- ~ APPROXIMATE lOCATION UNDERGR()(IND POWER LINES S RD. = STATE IIOAD DEPARTMENT @ = /JONITORING II'ELL OR, = OFfJaAL RECORD BOOK @ = U7IlITY /JANHOLE Pl S = PROFESSIONAL LAND SURVfYOR [tJ ~ PEDESTRIAN CROSSING SIGN LB/ = LICENSED BUSINESS NUMBER I Sf! lllI = TRMFlC SIGNAL U7ILlTY BOX O/A = O\.fRALL OlIJENSION IS P J8( ~ TRAFFIC SIGNAL POlE POC = mNT OF COMMENCEMENT 5.IDBALaJEIH1LEIS POB = paNT OF BEGINNING /~ /^", @ Mb\ ! = CENTERliNE ~ ./ .,;.......... ~ ~ c::::::::::.::J c:::===.:;;=-.:::. R/W = RIClfT-OF-II'Al' rn = MITERED END SECTI!G ElEV = ELEVATION c!] ~ FlARED END SEC7ION FIR 0 = F()(INO IRav ROO .. = (A(A TE INlE T FlP 0 ~ r()(lND lRav PIPE @ = S TOIII./ SE II'E R PIPE '" MANIIOL E SIR 0 = SET 1/2" IRON ROD '" CAP LB /I.i II J FCM 0 = FOUND CONCRE TE IJONU/JE N T S\':.~ _~~~ ~= SANITARY SEII'ER PIPE, IJANHOLE, ClEAN()(IT.t VALVf SN&Do = SET NAIL AND BRASS DISK LBj6I1J Sl Rc.P, = REINFORCED CONCRE TE PIPE FN&D 0 = FOUND NAil AND DISK 1. = SANITARY LINE CM.P ~ CORRlIGATfD I./ETAL PIPE (P) = BEARINCllvSTANCE PER PLAT PAiNT MARK . , /~ P.VC, = POlY VlNl'l WLORIDE (D) = BEARINGjDlSTANCE PER DEED DESCRIPTION DIP. = OUC7ILE IRON PIPE VCF = VITRIFIED CLAY PIPE (F) = BEAIIING/DISTANCE PER FIElD IJEASUREMENT ___--- G ~H1l}-O = APPROXIMATE lOCATION OF UNDER(A(()(IND (c) ~ BEARINGjDlS TANCE PER CALCUlA7ION G.V u.G.L. GAS LINE rlTH GAS VAL\.f, GAS METER TYPICAL SPOT ElEVATlavS GI. '" GAS LINE 'IIARNlNG SIGN (IF SHOWN) 1. ~ BURIED GAS LINE PAiNT MARK TOP OF CUIIB Elf V 96.65 EDGE OF PA\.fMENT ElEV 96,1~ TS....- = TRAFTIC SIGN FLOWLINE OF CURB EU V 9615 '1- ClIC = MAILBOX EDGE OF PA,f/JENT ELEV 9618"t- GROUND ElEV 95.2, TOP OF CURB E I f',I 96 68 GROUND ElE V 95 2 ~- EDGE OF PAVf/JENT EIEV 96.18, 't ~- 3 01/12/05 UPDA TE 0 SURv!; Y 02/02/04 ADDlD EASEMENT -------~----~-_.~-~~-- --~ NO, DATE RE VISIONS APP'D BY (' r \ ! ~- l.J I \ , \-J : i\ j t\ L_ MAq ) n 05 JOe NO, 01-3113 DATE: OS-16-03 SIH ~_~__ SCALE: I" = 40' or ~~__