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950 GULF BLVD8. ^ No -Tree Verification A Required Tree Removal Permit Recuir I M AWARE AND IJ � ERSTAND THE REQUIREMENTS OF SECTION ��.��, CITY CODE OF ORDINANCES REGARDING TR E PROTE TI I J h ING CONSTRUCTION AND ARTICLE 3, t- _UiS;C,% - C T riE COMMUNI TY DEVELOPMENT CODE RE ARQIN E s AND SrETATIiDN CONTROL. I 1325 -0 --?1 5'T�'£E j 1Jo27t4 Signat re of owne o wners Repre. ive V Address � ^ -3-17 1 7-7-3 Printed Name City State Zia -re .J yrl" Fat Ju Represenrc:es =c-m C�Z l ielepr.one Fax Applicant must include Aerial = hotograph or Scaled Site Plan sh :0WTrg grocery boundaries and limits of work. This is NOT a Tree Removal Permit. Land Resource Comments: DO NOT WRITE BELOW THIS _':= Based on the above comments and information submitted, the cic.e �:!ecring & grubbing application is: Approved As Submitted Approved - `vtcd ed . =s Noted Above J Denied Signed: Date: 17 l City Manag r or Designee CLEARWATER Brian J. Aungst, Mayor- Commis� Ed Hart, Vice Mayor- Commissioner Whitney Gray, Commissioner �4.cvt e=arnilton, Commissioner Bill Jonson, Commissioner 1362- r,Q02 -GC White - Planning & Development Services ±alcw - Appiicont 7-r17 APPLICATION FOR LAND CLEARING & GRUBBING PERMIT CITY OF CLEARWATER y9���Qr° PLANNING & DEVELOPMENT SERVICES (727) 562-4741 A 7 2 ?c� 2LCEIPi NO i !L�.. -,:, - �. non- refundcble filing fee o� S i 0.00 is required. Permit cpplicc.3!e = —onihs from dote of approvcl. In accordance with the Community Development Code. I herebv cc =or permit to icnd clear and /or grub the property described below o 1. Location of Property/ J PV r,v`D C� , =% � —_ r_ Gr_p rF, 2. Project Nome: 3. Purpose of clearing and /cr grubbing: New Construction J ::=; alition ❑ Tcnk Removal J Other 4. General description of exis ng vegetation, topcgrc!phy, and surfcc_ :, - er (including all existing and /or proposed J ditches, canals, and swcles) +w: rAi, ­ C�e7ee - 5� w 'C;, rr.gJAf�a�•a� Ah.�r� A & ,)t,: r&�O�nF 71( 5. Proposed method of debrs disposal DDS P 7*(2 c c 6. Date you plan to begin workPPzoxrnlr7�l -H 7. Proposed method of soil erosion control 1 L-T t✓C&JCI JC ' 8. ^ No -Tree Verification A Required Tree Removal Permit Recuir I M AWARE AND IJ � ERSTAND THE REQUIREMENTS OF SECTION ��.��, CITY CODE OF ORDINANCES REGARDING TR E PROTE TI I J h ING CONSTRUCTION AND ARTICLE 3, t- _UiS;C,% - C T riE COMMUNI TY DEVELOPMENT CODE RE ARQIN E s AND SrETATIiDN CONTROL. I 1325 -0 --?1 5'T�'£E j 1Jo27t4 Signat re of owne o wners Repre. ive V Address � ^ -3-17 1 7-7-3 Printed Name City State Zia -re .J yrl" Fat Ju Represenrc:es =c-m C�Z l ielepr.one Fax Applicant must include Aerial = hotograph or Scaled Site Plan sh :0WTrg grocery boundaries and limits of work. This is NOT a Tree Removal Permit. Land Resource Comments: DO NOT WRITE BELOW THIS _':= Based on the above comments and information submitted, the cic.e �:!ecring & grubbing application is: Approved As Submitted Approved - `vtcd ed . =s Noted Above J Denied Signed: Date: 17 l City Manag r or Designee CLEARWATER Brian J. Aungst, Mayor- Commis� Ed Hart, Vice Mayor- Commissioner Whitney Gray, Commissioner �4.cvt e=arnilton, Commissioner Bill Jonson, Commissioner 1362- r,Q02 -GC White - Planning & Development Services ±alcw - Appiicont 7-r17 Landscape Final PERMIT #: BCP2001 -09378 DATE REQUESTED: 10/17/2002 SITE ADDRESS: 950 GULF BLV D ATLAS PAGE: 294A PROJECT NAME: FIRE RESCUE STATION SANDKEY S 1,260,000.00 PROJECT DESCRIPTION: THREE LEVEL, 2 STORY, CONCRETE MASONARY STRUCTURE WITH STANDING SEAM METAL ILAN ROOF ON A.41 ACRE SITE, FOR USE AS AN 8 MEMBERTW O- BAY RESCUE FACILITY. DIRECTIONS TO SITE: CONTRACTOR: .CGCO 16311 OWNER: CITY OF CLEARWATER CALADESI CONSTRUCTION CO PO BOX 4748 13250 95TH ST. NORTH CLEARWATER LARGO (727)585 -9945 INSPECTOR COMMENTS: RESULT: CITY OF CLEARWATER - PLANNING & DEVELOPMENT SERVICES ='Q TREE REMOVAL PERMIT O\/ NER ',V NE _'D'S AGGRESS YkUrJ c ONE LCCATON C= TREES) ON LOT SPEC,ES AND `DUMBER OF TREES; TO APPLICANT: A non- refundcb e �ee of S 15.00 for up to five trees tc be removed, plus S3.S0 for every tree above 5 to be REASON FOR RD'v10'vAL:' Construction • Permit -See "A" beicw Hazardous :J Declining :1 Dead Other (Specify) removed is required. Fee Recd. S n,Wti� LQ C_ ti` Receipt # A) CONSTRUCTION Y� t 1i -sate 1 . For new construction, additions cr er moci--ications oea properfy wrich involve the removal of a protected tree(s), c site picn Is required. This site plan n:c ,/e a minimum scale of 1 " =20' `er single -::.miiy lots, or 1 " =50' fcr all others. The site picn must nclude: c. Majcr C Jarges of Grade °ccosed :Number of Parking Spaces b. Struc-ure Locations g. =- ccosec Undergrcund Utilities c, Driveways and Walks r:. Ecr.ing Setbacks d. Parking Arrangement i. Al easements and Rights -of -Way a. Required Number of Parking Spaces j. All i= -otected Trees Including: (i.) !:�iameter of 4.5' above grade (DBH) (ii.) Surveyed Location (Iii.) Soecies (iv.) Diseased or Insect Infested °Trees k. Tree Barricade Detail & Locations 2. Protective barriers are required around ail trees remaining on site during construction. These barricades must remtain intact during construction. The barriers 77ust meet City Specifications. B) REPLACEMENTS 1. Tree replacement minimum stcnccrds: 12' overall height, 4" caliper, `orida Grcce #1. See inspectors note below to determine fie ,;umber of repiccemenr lees required. Repiacements required witt-,a130 days. 1 hereby certify that as property owner::;­ cs representative cf the proper/ owner, i nave verified that the trees) sought to b owed is wholly n property owned by the above- identified property owner, and should it be determined that the/ ree ) are is oily or parrkVy on property owned by some other person, then, I agree to hold the City of Clecrw r hcrmle in gin claim made for wrongful removal of such tree(s). I hereby certify that this application together wiT any plans su i a true ftr+tction of all facts concerning the proposed removal of the tree(s). Any deviation frcfp thOermit i 11 render it mAU nd Void and be considered a violation of :-e Community Development Code. Sig applicant 13 ? - 'i5— 372 =i 100k , %; Address City State Zip Do F1 L> L z—/ 4- 5 Printed Ncme n tn.ArLAhDESi LoA)S'2J�r o� C a/►1PA�Jy �nC I b 3 1 IV Agency Reoresentirg ' OCL S �21, S� - �j (t� I Phone L Fax Based on the Ir:spectcr's comments c ^d information submitted, the above remcvci coplication is: approved as Submittec pproved-Modified as doted Above 0 Denied Signed ^.� t�-�_ { l °e �,- Date: C47 o/ Community evelopment Coordinator or Designee /Inspector Valid for six�~cnths from the date of issuance. i 362.000" -GC hide - = '.enrurg do L)eveiopmenT services Yellcw - Appiiccm Rev. 4-01 of } U 0 0 0 0 u lic Works Administration P b I e OF G S°ar�d 11(e y Fire / Rescue Slcll6n 57 CIVII. EI\IGINEERING PLA/Va5° i • j i iillllllllllll err'; PROFESSIONAL Michael D. Quillen, P.E. CITY ENGINEER MICHAEL D. QUI , P.E. # 33721 ffi BRYAN L. ZARLENGA FLORIDA LICENSE NUMBER PE NUMBER 52167 STATE OF m OITY OF CLEARWATER RIGHT-OF-WAY CONSTRUCTION NOTES: 10. THE CONTRACTOR SHALL BECOME FAMILIAR r. COMPLY ALL POST r... WOOD; • REQUIREMENTS OF THE EPA NPDES PERMIT FOR THIS PROJECT 2-1/2' MIN DIA ar • fillorliffliIIIIIIIIIIIII11 IVJIIIIIII 1 f�'ll r F3 BEFORE 48 HOURS "CALL 1 +7 LL Lu Lu • a i i a i r i • r J UL i r ? "w A aiA : f i i i • .r ar of s I L f i u� • ar •' Ila P O to CV in O r r ati 04 .r s • co r- 75 o C4 r r •s • a CA E • r; •r s- - + • a • LFJ 'I x i •i • s, ul C-4 • • • r Y • • • CL ml • .r r i c •, r o LEGEND SITE DEMOLITION NOTES 0 C4 0 ® - --- --- PROPERTY LINE 1. CONTRACTOR TO DEMOLISH AND REMOVE ALL IMPROVEMENTS WITHIN a Z . LIMITS OF DEMOLITION SHOWN UNLESS OTHERWISE NOTED. RIGHT OF WAY LINE 2. CONTRACTOR TO ESTABLISH AND PROPERLY FLAG PROPERTY LINES -- - -- - - - EXISTING CURB TO BE REMOVED PRIOR TO DEMOLITION. ° EXISTING CURB TO REMAIN 3. ALL ABOVE AND BELOW GROUND HARDWARE, EQUIPMENT AND MATERIALS n TO BE DISPOSED OF IN ACCORDANCE WITH PINELLAS COUNTY & CITY - - - - -- EXISTING WATER MAIN TO BE RELOCATED OF CLEARWATER. REQUIREMENTS. CL ti 0 ^-• - --- -- -- ®--- EXISTING WATER MAIN TO REMAIN 4. INFORMATION TAKEN FROM BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY TBE GROUP, INC., DATED 5/22/01, Irate° 1 EXISTING .TREE TO BE RELOCATED /REMOVED 5. UTILITIES TO BE PLUGGED SHALL BE FILLED WITH A M I N I MUM 1.0 CUBIC FT. OF NON SHRINK GROUT OR AS OTHERWISE APPROVED BY ENGINEER, a 6. TREES SHOWN TO REMAIN SHALL MAINTAIN PROTECTIVE BARRIERS m N EXISTING TREE TO BE REMOVED DURING DEMOLITION. THESE BARRIERS SHALL BE IN ACCORDANCE WITH CURRENT CITY OF CLEARWATER STANDARDS. a 7; THE CONTRACTOR SHALL COORDINATE THE REMOVAL OF EXISTING c UTILITIES WITH THE OWNER OF SAID UTILITY. THIS SHALL M N d o► cs ; EXISTING TREE TO REMAIN INCLUDE BUT NOT BE LIMITED TO WATER, SEWER, GAS, CABLE TV, POWER AND TELEPHONE. su01SIAOM in o 8. THE CONTRACTOR SHALL UTILIZE SUITABLE EROSION CONTROL PROPOSED CONCRETE PAVEMENT DURING DEMOLITION. SEE GENERAL NOTES. C EXISTING ASPHALT PAVEMENT 9. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO DEMOLITION AND WILL BE RESPONSIBLE FOR THE Q DAMAGE OF ANY ON-SITE OR OFF- -SITE UTILITIES THAT J ARE NOT A PART OF THIS PROJECT OR ARE NOT IDENTIFIED F- Y. TO BE REMOVED. Z • Uj 10. THE CONTRACTOR SHALL BARRICADE THE SITE AND CONTROL TRAFFIC PER CURRENT FDOT TRAFFIC CONTROL STANDARDS. W F �••, 11, ALL ABOVE GROUND IMPROVEMENTS (lE: PAVEMENT CURBING, BUILDINGS, j- SIGNAGE. CONCRETE WALKS, POLES, INLETS, ETC..: ) AND B � W 4 IMPROVEMENTS (IE: SANITARY. STORM, WATER, CABLE, ELECTRIC, PHONE. ETC...) SHALL BE REMOVED UNLESS OTHERWISE NOTED. ,. W W w ca Cc ;. Q In M { e�,ovy �>�• may, W W sra W Q � to a ease 47 1b ' l cc 59 os ° ' M •g Z `tFd. tom• / Z 1 h Q :. o4Y fns ties 'q' ji / U. .� ,:_._. .- f ,..°!'.•« - ^•",fir 0 10 20 40 P'� �A ® Z g v r �' S c^ S ne. v �%„ k`ii ®V ••- `io• t� pf 4 ®A'ti, L�{,1 v g,},� ,11 TC`j " . w kry ®...• V -•` .� Q'� �d• d. �CPt n"'� ° ® • + Q �, iii ti® v Q �- S47 46 29 E(L.F) k? �.. mot- "" ®-r�', ,� _ •Fd. 12.50'(L.C)r --' tree canopy line ` '�" /'� p (�'�}�' / ie n=1.17' pe ry., l I( a ` -" Go'u'n 1 S �\..�i K e f C- k. X P I Cl �••�- mod. � + ^• � � � uZu 1 k ..- -- ry a cuD•' 1'P ry +� N42i 3'31- E(L.F} yd .-a' �® { yk I ry, , ® f,• + . `� Q 15.00 (L.C� �- t st6 1f'^ F••' "1 •.�. K , ry® ..• d ®� tree �° J. / t grate inlet Q '`� 9 '."'° '4t• -� --- �' -- `"_/�• -• ..1--- --- k mod. •y1 Q "+�, ry¢+ ,� ge =4.22' / t end of pipe '�'' ��,ptanN �' ..•• k end of pipe + ie n =- 1.11'(24 "rcp) +y +� �v ? ie s=- 0.23'(24 "rcp) ®� ' + ie s =0.75` �� k� �� ie s=- 1.09'(24 "rcp) a _ tos® -+ 4 + °� �J. AI ❑ �e' tree cwwPy tine NW R Dt -1+' A ,g 85.00' L. `' ' 1C4 '.o a LO V _ - \ __n-- N4213 3 F /W(, `? ��., st6 a ® -'24 rigy� ... ..� �.. • z I k2 k + ' a ® id. tree canopy tin• f ® + h I + . CLUSW t O 4 =�- �% + �+ + ry + ry O fi ( aBE RELOCATED) o Mal E k +k ,Q' e kry 1 `` k �- kr�l. /­-, an U_ yi °{ `�'"` lr l I I (' ► I ® I ' t 0 s sP4r looatlan T6-(TO BE REMOVEt %t^ 4 � valve " `o ai {' +k '' li� t .r I / e" STO BEBE VAGEI)� - - _. ® - ®: _ r STO BE REI OVEDZ ,� •" 1 _ _ _ s - a�a.l. VdW - REL.00ATED OVED (TO BE of If mah � ` +`. � o � o. Q , k t I :... (TO BE REMOVED] a �S CTO. N ( Q �� COORDI ®ATE W/ CITY PARKS DEPT. +� + +`' x 5.8 { +k"� :. Uj a g sal st1 Rio +`' ®I r+ t' o ,,,, ® I I a1��1 D 4, "- son mh curb inlet p �( `t a �! U o `II rim =5.47' ge =5.41° ne (pitched grate} z {k t,. C_ a } ° ie w = -3.26' (6� pvc} \ to n =- 3.09(18 "rep) 0v wand tugr sign RELOCATED/FtEMOVED� 8E w o ie a = -3,75 (8 pvc) \ ie e= -3.09 (1 B "rcp} e}►ctric A TO BE RELOCATED- + ( COORDINATE W/ CITY PARKS DEPT. ` (TO BE REMOVE[) h� ter COORDINATE W/ Cylr) �`� _ °k" - - --- ,� - -� _ +•� r.�.,�•`� - W E mob. �`� ._. - -- ~ - '- ^"t""_ '.,g -� Psi• + ,yw RIGHT OF WAY € ._ - - --e`� + .®- - - _,._ __. - - .- -` + 1, se Car of ±-° ` 42'13'31 "W `^-f RE Y. _ . ,..� .. - - +- _ ®� �® +�'� �` E t� ( } 300.00 (L,F} e ,.. `�' �� o�' -- -- +- -+- `'�� E vault. ei =6.74 ® S L.F ❑ 1 " tt ,� cone svt fairy . qL ! +o t "` ^"� + Fri' * 10 • i� _.. _ ° ®. - ®— ..." — ®— ®— .® ®.. �. ®.� .- ' �1 ,,� ' ro°j — _ B Proz location of exist water moan » ._ R. _�.._.- _._ e__ ....... _� +- �g . (To BE REMo Uj '�' a {{ • �- ....,,;• „�,,, + �' +6. �.,� �a 1,k 1Q 1� �. bra �. k approx tocatian exist. wets main _.. _.__ . .L. 1!' l :..�,r --t- '� _ ti 4 yi yti 1 �,b oil __ st1 h ig� TB '�- m• ° b. • �. . �a•na `..°+._. .^....... ,-• - _. .._. , .__. , ..+ f9 ....... - _....__ .. -- b.. _ . >. _ .._. _.. - ..... ..._. ._. .- „,..:..:._�.. _ Y5' a _a• w c{- 'L ro q g ._ _.._ . ....._,... _.. °._.._. � ...�., _.. .�• -+ _..,�. REMbIJED �;. a” eono a �m'� a ::...__ . .. _.....__. ......_.. - ... _ _ _._ __. .._ - + _. _ _,_ _ _.......... _.._P. _, Un fe ►`A h typo t' curb 1 k°r 1 k1 Q 19" n i► - a — — �. - . ,- - - — __ _ w ®— __ — — — + + � � + so 5°. y. ,�, �'- �.� °�-� � °' - -a. � � ...._ - - � � _._ - _.._ �. ®.� - �, � .._ ._. - .., �. - _.. - _._.._.._ .� _.._ _.. - °� ._. - .� �. �. _ REMOVED) ..w ,g- g• �.,• ..�°' °?t" sty — — �.. .® .® ._._..® ®,Z4.._r — — — .•._ .._,. {{ - _ _. __. --- ®- -- - TO BE ° h b - s++se+s+.ers•e►.i>e+.srrae _.._ ..._ �_......- - - . � � .�. — _.. — _... �... �.,.: _,... < >„ . t h s 5-TIT BE;�� - - - _... . t a curb -t— 1 y W f ! low �y f YP st 1 �w F3 rte � ro P TO 8E 6 h < ! _ _. OVER AT ORNIE'IMU� ,. BEREM rim-6. AT NEW DRIVEWA ., �_ ,ri . _tan _ _ _ r - 6 RD D 490 1 G U LF o , P) 8 e e1' h 1 ....�".- ry auww�� .,. ..� _ -:.varies ° width �. a ad . hat a as P Q r curb ;.... { A I type ; i' curb , :.. .;,.- ,,.,r.. ,:•-; :sK: _ .... _ ..__ ..... _ -.._ •. �.� b• ry ,. _ a ry 1• t }•r. Curb _..,. <.:.:_. ._.... _... _ ... ..,> -.;. ...._ ._... :•... ._� ...'..... ... - +Y' - .^'{.'•`" O� Yps _ .._ a , . _.. . _. ♦ _ _ h _. .. _.._ . ,. _ . ^con& /w 0� u . x .. .y !o� CP 1b son b� y°j� 6� °-t ' k _ ... u't : f °' 1� S' cane • /w. _ rQ �._ r� { . ...� .._ _, i -_ ° .._ 1 {{ V . ._,.... . - _ �4 -F +'° �! ° ° • 0 _ b_..._,« ...... ,_._..... _ _........{:._��.... a..._ °..._.....,.._ _....... try � (Vt � j7 n _-t _ - p'0 curb inlet .U. Q.. i - _ _ -f-' _......._, ._}..` -h • �°1q ®` _ -t. ge =5.fi9° nw (pitched grate} - ° $ " ` ° + ie w =- 3.54'(18 "rcp . — — — — — •- — RIGHT of WAY sa3 Sheet No. tsat san mh son mh rim =6.98' rim= 7.36' m ie n= -5.07' (8" pvc) ie n= -4.93' (8" pvc} C�31 ie s =- 5.18' (8" pvc) ie e= -4.88' (8' pvc) le s =- 4.12' (8" pvc) 1. 2. 3. 5. 6. . 0 PAVEMENT A U 7,559 SF 41.30% FLOOR GROSS E (3 LEVEL T E) 7,419 . 4% BUILDING T I T 4,444 SF 24.28% TIAS ENCLOSURE NOT SAC BARRELS) 00 FI (1 ®( TOTAL I I U 12,333 F �67.39% PERVIOUS AEA 5,969SF 32.61% GROSS SITE AREA 18,302 SF (100 FLOOR AREA RATIO 7,419/18,302 = 0 . 1 40.54% �41.30%j IMPERMEABLE SU FACE RATIO 7,559/18,302 = 0.41 PARKING U l E T ® /A (GOVERNMENTAL ) PARKING C PROVIDED REGULAR I 7 SPACE HANDICAP 1 SPACE TOTAL PARKING SPACES OVI E SPACES BUILDING TRASH T (PLUS ROOF HEIGHT) NOT REQUIRED (USE BLACK BARRELS) �I a i 5 t Q t® .» to rl% *. • uu , , Y • • as a t,, ul Ln C-4 s , •, LO CL • LEGEND TYP TYPICAL HANDICAP RADIUS TRAFFIC L PAINTED KI 00 AREA LIGHT 6. HANDICAP PARKING � PROPOSED CURB PROPERTY LINE RIGHT OF WAY LINE PROPOSED ASPHALT PAVEMENT CONCRETE PROPOSED V E T EXISTING T PAVEMENT �I a i 5 t Q t® .» to rl% *. • uu , , Y • • as a t,, ul Ln C-4 s , •, LO CL • I LE Lai Sheet r � .r �I a i 5 t Q t® .» to rl% *. • uu , , Y • • as a t,, ul Ln C-4 s , •, LO CL • I LE Lai Sheet o"TORM STRUCTURE DATA LEGEND PAVING, GRADING AND DRAINAGE NOTES: EROSION CONTROL MEASURES NOT EL ELEVATION 1. ALL CMP SHALL BE 14 GAUGE AND HELICALLY CORRUGATED. REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT r CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE S -1 P TYPICAL . ALL STORM STRUCTURES SHALL BE FINISH GROUTED TO INVERT BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CONST GUTTER INLET TYPE V ELEVATION. CITATIONS. AS PROVIDED BY CHAPTERS 40D -4 OT INDEX 221 C NOUT AND 40D -40, F.A.C. INITIATION OF CIVIL PENALTY PROCEDURES 20 LOADING STEEL GRATE W /STEEL ANGLE ui 3. E CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD 4 HOURS PURSUANT TO SECTION 373.129, F.A.C., CAN RESULT IN A PENALTY TOP 7.00 I INVERT ELEVATION PRIOR TO COVERING STORMWATER PIPING FOR INSPECTION, NOT TO EXCEED $10,000 PER OFFENSE NTH EACH DATE DURING MICH I 4.65 "DIP t,® pi SUCH VIOLATION OCCURS CONSTITUTING A SEPARATE OFFENSE. I E 4.55 1" x 1 RCP �N� �° (STING EL ATIO 4. SEE GENERAL NOTES FOR EROSION AND SILTATION CONTROL a PROPOSED PAVEMENT ELEVATION ALONG WITH GENERAL NOTES. CL • S -2 .5 PROPOSED TOP OF CURB/WALL ELEVATION 5. SEE SITE PLAN FOR SITE DATA. .. ONST MANHOLE TYPE P7T X 00 PROPOSED PAVEMENT ELEVATION /TYPE BOTTOM 6. SEE BOUNDARY &' TOPOGRAPHIC SURVEY FOR TEMPORARY BENCH MARK TBM LOCATIONS. ( ) , INDEX 200, 201 G INLET RIM 7.50 7. THE CONTRACTOR SHALL MEET ALL APPLICABLE REQUIREMENTS OUTLINED I E E 4.25 ERCP RED END SECTION IN THE LATEST EDITION OF THE ACCESSIBILITY REQUIREMENTS MANUAL M"xl8m I E 4.25 "x18" ERCP PREPARED BY THE FLORIDA BOARD OF BUILDING CODES AND STANDARDS. PROPOSED SWALE STORMWATER FLOW ®3 �- EXISTING SALE STORMWATER FLOW . THE CONTRACTOR SHALL MEET ALL REQUIREMENTS FOR CITY OF CLEARWATER AND PINELLAS COUNTY WITH REGARDS TO IMPROVEMENTS WITHIN • THEIR RESPECTIVE RIGHTS OF WAY. CONT MITERED END SECTION (:1) SURFACE ORA R FLOW FDOT INDEX 272 9. ALL PVC STORM PIPE SHALL COMPLY WITH AwwA C -900, SDR 18, I E (E) 4.05 (12" x 1 " ERCP ) DIRECTION OF STORM WATER FLOW 10. ALL DISTURBED AREAS WITHIN COUNTY RIGHT—OF—WAY TO BE SODDED. W PROPOSED STORM SEWER S— Z 11. THE 100 YEAR FLOOD PLAIN ELEVATION IS 11 AS IDENTIFIED Lm QNST CONTROL STRUCTURE FFE FINISH FLOOR ELEVATION BY THE FEMA FLOOD ZONE MAP (SEE SURVEY PLANS FOR ADDITIONAL. (SEE DETAIL SHEET) INFORMATION ). RCP REINFORCED CONCRETE PIPE IUL S -5 —50 STORM SEWER UTURE NUMBER C®NT MITERED END SECTION (4e1) DOT INDEX 272 EROSION CONTROL IE (S) 0.00 (24" RCP) EXISTING CONCRETE PAVEMENT q PROPOSED CONCRETE PAVEMENT AC®LJAI'P MAUC►®CKlY I a c .r • s i i -1 .r r rc s • • r • LL ui • r ` pi a CL • Lu CC .. Lu a c .r • s i i -1 .r r rc s i r • LL ui r ` pi a CL cc Lu CC .. Lu uj • W bid Z Lm • IUL 0 a c .r • s i i -1 .r r rc s LANDSCAPE SPECIFICATIONS MATERIALS 1. RK UND TH E SPECIFICATIONS CONSI OF PREPARATION OF P TING EA; FURNISHING AND PLANTING PROPOSED N PLANT MATERIALS SPECIFIED INTERIOR LANDSCAPING REQUIREMENT HEREIN AND AS SHOWN ON THE DRAWN INCLUDING BUT NOT LIMIMD TO SYMBOL QUANTITY NAME SIZE SPACING REMARKS FINISHED GRADING, FURNISHING TOPSOIL AND SPREADING SEEDING, STAKING, TOTAL PAVEMENT -- NORTHS I DE WATERING, PRUNING, FERTILIZING. MULCHING, AND LAYING ; AND VEHICULAR USE AREA: 3, 995 SF MAINTENANCE AND PROTECTION OF PLANTS UNTIL FINAL ACCEPTANCE BY OWN 2. THE CONTRACTOR SHALL FURNISH D INSTALL PLANTS SHOWN ON THE SABAL PALMETTO CLEAR TRUNK HEIGHT SP 18 /CABBAGE PALM VARIES (12' TO 18')Zql 1 AS SHOWN TOTAL PAVEMENT — SOUTHS I DE DRAWINGS, AS SPECIFIED, AND IN QUANTITIES LISTED ON THE PLANT MATERIALS VEHICULAR USE AREA: 3,555 SF LIST. • tt. 3. THE OWNER SHALL HAVE E RIGHT TO REJECT ANY AND ALL WORK AND MATERIALS WHICH, IN HIS OPINION, DO NOT M THE REQUIREMENTS OF THE P T1NG TABEBU I A CHRYSOTR I CHA MIN. w — 10' HT. '� AS SHOWN STRAIGHT TRUNK -- EACH SIDE LESS THAN 4000 SF SOIL PLANTING MIXTURE (MIX ONSITE) PLAN. DETAILS, D THESE SPECIFICATIONS® TC 5 /GOLDEN TRUMPET TREE 30 GALLON FULL BRANCHING NONE REQUIRED 4. NO SUBSTITUTIONS SHALL BE MADE TO THE PLANTING PLAN, DETAILS, OR THESE 1. THE LANDSCAPE CONTRACTOR SHALL FURNISH FROM HIS SOURCE A GOOD CLEAN, LOAMY, SPECIFICATIONS WITHOUT THE.EXPRESSED WRITTEN CONSENT OF THE OWNER OR HIS ELEANGNUS PUNGEN DARK TOPSOIL WHICH SHALL MEET THE APPROVAL OF THE LANDSCAPE ARCHITECT. REPRESENTATIVE. EP 109 S I LVERTHORN MIN. 3 GAL.- 36" O.C. PER I METER LANDSCAPING NOTES THIS TOPSOIL SHALL E U FOR E SOIL PLANTING MIXTURE A FOLLOWS: / . THE LANDSCAPE CONTRACTOR SHALL STAKE ALL PLANT MATERIAL LOCATIONS FROM A. THIRDS PARTS TOPSOIL, THE PLANTING PLAN PRIOR TO INSTALLA11ON FOR APPROVAL BY THE OWNER OR HIS 1 ♦ NATURAL VEGETATIVE BUFFER PROVIDED B. ONE—THIRD PART PEAT MOSS. REPRESENTATIVE. I 110 RAPH I OLEP l S I ND I CA ' ALBA' MIN. 3 GAL. 24" O.C. FULL BY ADJACENT COUNTY PARK SITE ALONG s, ALL PLANTING BED AREAS BE FINE GRAD BY THE LANDSCAPE CONTRACTOR. /DWARF INDIAN HAWTHORNE 10 ®12" HT. WESTERLY AND NORTHERLY PROPERTY LINES 2 THE SOIL MIXTURE WILL BE USED THROUGHOUT THE ENTIRE SEC11ON OF EACH PLANTING AREA TO A DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF 7. THE LANDSCAPE CONTRACTOR SHALL EXAMINE THE SOILS OF ALL PLANTING AREAS j 2.DUE TO PLACEMENT. OF PROPOSED BUILDING, THE PROPOSED PLANT MATERIAL PRIOR TO SUBMITTING BIDS FOR THE SUITABILITY TO SUSTAIN HEALTHY PLANT ,`:- :;;f,° OME REQUIRED LANDSCAPE BUFFER PLANT. 140 PENNISETUM MIN. GAL. 0 O.C. OC FULL 3. PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN GROWTH As GA FOR THE PLANTING PLAN, DETAILS. AND THESE I TE FOUNTAIN GRASS 18 -®24" HT . MATERIAL HAS BEEN PLACED I N R/W AREA. SPECIFICATIONS. THE LOCALITY OF THE PROJECT. 4. ALL PLATT; SHALL BE FLORIDA #1 OR BETTER. ALL PLANTS SHALL BE TYPICAL B. SURFACE OF ALL AREAS TO BE GRASSED SHALL BE PREPARED FOR PLACEMENT OF OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH. SEED OR SOD BY LANDSCAPE CONTRACT JC 20 OR ACCORDING TO SPECIFICATIONS. Fm JUN 1 PERUS CH I NEN I S I S MIN. 3 GAL. 24" O.C. THEY ALL BE SOUND, HEALTHY AND VIGOROUS. 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Z z NO SCARRED OR BLACKENED TRUNKS. U. X Z4 BURLAP TO PROTECT TREE-- PALM TREE PLAiN'TING AikN'D STAKING DETAIL o� MINIMUM 5 LAYERS z (D JU 2 NON–SLIP METAL COLLARS ova Lu � e: W. 010 Z 0. ui C >. m� (6) 2 X 4 WOODEN STRIPS OVER BURLAP w C3 Y z zm w dr 6' SOIL SAUCER TO HOLD WATER < I– = Lo D .h PLANT PALM 0' TO 2' ABOVE GRADE u 3: FRM A%D TIE PRONDS 3' MULCH, REFER TO SPECIFICATIONS In 8 Cm < V) C4 fay (n M U uLn R M q (3) 2 X 4 BRACES NAILED TO 2 X 4 a WOODEN STRIPS 2' X 4' X 3' STAKE FINISH GRADE QQn I Fil I M Fil I g BE OTRAOW AD wrtw= ciffity". I cr 6CVAMI ui FEW NATIVE SOIL BACKFILL OR AMENDED SOIL lljjj^ '` '` 1 - " °° "_® AS REQUIRED BY SOIL ANALYSIS ROOT BALL 11111= TIM=— 11111 = 1111 { = VIII COMPACTED SOIL TO PREVENT SETTLING orm—m '�I RECEIVING HOLE SHALL B EXISTING SUBGRADE cl APPROXIMATELY 2' LARGER THAN cl cr. ROOT BALL DIAMETER 0 Z .scpELI- g LL NOTEi STAKING & GUYING REQUIRED FOR PALMS, IF NECESSARY, OR AS DIRECTED BY THE LANDSCAPE ARCHITECT. Z z go U. X Z4 LL PALM TREE PLAiN'TING AikN'D STAKING DETAIL o� Q (D JU ova Lu � e: W. 010 Z 0. ui C >. m� zm w dr IN 014 I I- r s4w_ UJ uJ j w gin J 0 LL W ul ui 0 ca"� Z .scpELI- g Lu j cq 0 Z go U. X Z4 LL A 0 Z E. (D us ova Lu � e: W. 010 Z 0. ui C >. m� CL ar- .h N FRM A%D TIE PRONDS z In 8 Cm V) C4 fay (n M U uLn R M q a QQn BE OTRAOW AD wrtw= ciffity". I cr 6CVAMI ui od DOWAW.6 00 WOM w 44. M old uj UL ui om uj 5 LA YEM CF OUM-AP, 5 - 2•x4WO WOOM DAM*, CAX#AECTW WM4 2•3/4' SIM OAND& cr), z in 2wX48 WOM DRACE (3 EA* MW z NAL TO DAMN& 4 GTAKED ca (5) 2NIA48X365 utcoM 6TACES .000 is 60L GAUMR AIWLHD FLA4TM HM.M 36 "A.04 LAYM axwTm Lmlelwo= 601L sk 0— Eel CL