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2780 DREW ST❑❑ ❑❑ Install and compact clean fill dirt provide by the Fence vendor shall remove WA 0GOO[ owner 6 below the finish grade(90 cu. yds.) Finish existing aluminum hand rail grade to be at 45.60. 2,600 sq. ft. of washed sections and store at location as pulverized shall 6- inches thick provided by owner directed by owner and compacted to elevation 45.60 (36 cu. yds.) x 110 1 x 1 31e" TOP RAIL 1 3/8 "N TOP RAIL WA 98OOD ELEV Begin retaining ngp wall addition ding b removing ca block and adding 36' � Fencing vendor shall remove existing vin coated one course block here elevation removal 8' high chain link fence fabric, top and bottom of block wall 45.98. of cap rails, fence post and al other fencing components 1092 Contractor shall remove top cap block PSG C NORTH m for future reinstallation at a future date. All 45.33 t designated location by the ph' 2'N,O.D. GALV. PIPE SUPPORT "N,O.D, GALV. PIPE SUPPORT materials shall be stored on site as designated WA GOOD ELEV owner. �� x ®8 -0 O.C. TV. 0 8'_0' O.C. TV. by the owner. 11094 VINYL COATED CHAIN VINYL COATED CHAIN CD, LINK FENCING TY .rpp � `i LMMINSgK FEggN�ZZC��IN22 .T 45.29 �� �O P OGADLV.2PIPE SLEEVE �' E OT OM'K�U LED P OGA�V.2P1PE SLDEEVE N8TT01d'KNU L.ESP WA GOOD ELEV �� a ro OR CORE DRILLING 070: Bloc OR CORE DRILLING COLOR: BLACK O x FOR FENCE POST, TYP. FOR FENCE POST, TYP. Fencing vendor shall install existing fence post cut to 1 3/8 'N BOTTOM RAIL 1 3/8 "N BOTTOM RAIL length for 48" high fence from top of retaining wall to top v q)� .0 5 of fencing. Fence post to be installed into core drillings at a' K.O. BLOCK W/ CONCRETE POURED IN PLACE CAP CONCRETE POURED IN PLACE CAP 10 foot intervals In retaining wall provided by the masonry 28.5' x 1 -,f5 CON n 2.5 - 4 THICK 2.5 - 4 THICK contractor. Fencing vendor shall utilize existing top and ONE COURSE -���� tK •� - I! II1 1111 •�- ,� II it » o °o ° °° l 11 , 1 ,, .. IIl�III�III� K.O. BLOCK w/ o °o °o° Ili . II bottom rail for 48 high fence. Fence contractor shall MASONRY WAL�..0 GRAVEL DRAIN Oo00° „- 1 T REIN ®EA. JOINT TYP. 1- 5 CON TI. b - °Oo° ° _�� ���3F 0 EA. JOINT, TYP. provide new 160 lineal feet of 48 high commercial grade ADD W/ x� FILLEQ CELL W/ REINF. _ I ° °0 11 =111 Ill,�II II -Ills= STANDARD C.M.U. ° °o° I� "FIL FABRIC black vinyl coated chain link fencing 9 gauge galvanized core RE/NFORCEM T M 2;0 O.C. UP TO 1,4 °o 00o I li-- -I 1 I11 -� o o iu -i 1 a is O.C. ABOVE 24 HIGH _.. 0 010 - with knuckle top and bottom on fence fabric and any other � °0000 . I f II , II I=� W Ir ---i` FILLEQ CELL W/ REINF. ® o0o0o0 1 II materials to complete the installation of the fencing.. x • • .40 FILTER FABRIC 0000° �! F-- Wit• -I I! !I T 2 -0 O.C. 0 00o RA L RAIN p 9•• 0 0 0 0 If�lll -= I ; IlII= PROVIDE t WEEPS ° ° ° I I 111P STANDARD C.M.U. 0 0 " o 0 PROVIDE 1 "0 WEEPS 00000° Il I il li l � IT ®32�o.c 00 00° II II cb e. '0 0 32 O.0 tK 0 o NSTALL LIQUID WATERPROOFING o 0 0 �1NSTALL LIQUID WATERPROOFING � •¢ 3 -J5 W/ VE, TICALS ® f_ , 00 °00 II f�AS�� -�C NP.,,,® CK,II� rn'• II II III II ! I . = I ! M Tl „ NTt. 0 BACKFILL, TYP. 12.67' p 3: CQF�R TO S011e MIN. ° °0 , , II ,,, !! ,�,1��1, li3T III II 3- TOO II T-T f% I! I ,,,-�„ ,,, = ftll lf�ll of W O.C. I I II II I - TYPE 1 I ul III u1�ul II II �: II II1 I 111 11 III = 3" CLEAR TO SOIL, MIN. ! -I! ,: �. -f1 =111 VIII I RETAINING �� � Illi II I fill _ I II II II III � 11- Il�III llf _ ! ;:.f _ II II III I II Proposed top of masonry wall elevation is. 45.98. Existing top cap shall be removed WALL -III ICI II I I HI II I _: I I twit 1= III 11 1 E ]_ III III Il l- II Iff... l . II I I ITT a rid disposed of off site 15y the masonry ,ontract6r. Ine mos5niry cap s a �, �� . . . . 4 --inch concrete poured continuous cop with 1/4 sloped from center of masonry IIl�� I I!� I �: -: %.�r��::���;- �; #��� ??�Y;� „�•�,:{ VIII f` . ,. II II I I I111r tiY_�i+;x °I I 1= III III N =��G .��Q, "II fl wall with a horizontal # 4 rebor with minimum 2" embedded from the surface and - 1 1 III�III III I ,�. III! I �II1�] III 1 III .. III II I I t • �`� -61��3 � III I IIIII • �'" = '= ��"`'`== r IIEIIi= III tied to vertical rebar's within the masonr wall. The contractor ma elect to e: p X ro t,.,. ICI II I I II III III III III I IIt ---3- Il llt�ll II II III- !! H 11 III] II II-j�j I !I I E�II - III II II jj I !I lII II provide 12 "x4" PVC sleeve or core drill the wall after retaining wall has been '• • xtK constructed. These sleeves or core drillings will be used b the fencing vendor to ' !„� II, I --III I , I , I IIIII ,,, IIIIIIII , II ;,, I }111tlll ,III , I E] III IIIIII lillkll , , II „ II „ Ilia I II s 9 Y g RETAINING W DETAIL: TYP install fence post at 10 feet on center. Masonry wall contractor shall provide all R i G ALL D E " , " RETAINING WALL DETAIL: TYPE 2 materials for construction of masonry wall unless otherwise noted, owner shall supply , . . . . . . . SCALE 3/4 = t -0 SCALE: 3/4 = t -0' 170N marifi, and 10 cu. yd. of FDOT 57 limestone and installed by the masonry • • • • H co NOTE: PROVIDE ANTI- RAFF1TT1 COATING TO ALL EXPOSED NOTE: PRRQQVv��D ANTI- RAFFITTI COATING TO ALL EXPOSED Retaining Wall Detail Type 1 Type 2 located on this drawing. �� �''' SURFACES 0 C.M.U. TYPICAL. SURFA�ES 0 C.M.U. TYPICAL. contractor. See Ret g a yp & yp 9 , �.t,� J. • � XtK ropose silt fence �. . . . . . . . . . staked i�to ground ' • • • • • • • �• �• • trenching is not required. 12" WATERPROOFING STRIP `s' 12" WATERPROOFING STRIP ,� ; �. . . . . . 140 lin��1 feet I 'S New 10 row bleachers b others minimum 5 feet from ro osed retainin masonr wall 8.5 ��� , rL , �. x CUT ALTERNATE REI F CUT ALTERNATE REI F , f� �j• f V D� BARS BARS TYPE 2/1`',j �• X . . . x VERT. JT. DET. VERT. JT. DET. RETA IN/No Landscape Contractor shall relocate three three Washin tionia palms on site as WALL 25' -0" O.C. AND ®WALL STEP 25' -0 O.C. AND 0 WALL STEP directed by owner, owner will install irrigation system as necessary for palm • `o' Dc x Dc ddie Moore 8 &9 Eddie Moore &9 ��� �• �x . � . FOWLER ASSOCIATES ARCHITECTS INC. Ir° FOWLER ASSOOATES ARCHITECTS INC N, Remove 13 Ilineal feet of existing planter wall and excavate 6" depth ❑ ❑❑ Retaining ❑Q❑ Retaining Cantu No.Ag-219 Cantu No.A9-2t9 provide # 4 rebar dowels drilled 4 deep into existing concrete slab at • t,�' � ❑❑ 1421 COURT STREET, I D Wall Detail 1421 COURT STREET, ID Wall Detail " O �� O CLWWATER FLORIDA 33756 Mho- 1.1 ❑� QMWATER FLORIDA 33756 FkKo. 1.1 18 on center, these reinforcement bars shall turned up into the 10 �. . , rl. ❑ (721)449 -2021 FAX (727)447 -5339 Date xxxxx ❑ (727)449 -2021 FAX (727)447 -5338 Data xxxxx masonry wall planter walls to be reconstructed, planter wall shall be �' j �' � � j x reconstructed with the some type of masonry units provided by owner ' i xb` Xa x_ O Contractor shall remove existing crape myrtle and �. dispose of tree site, fill and compact o tree ,! �� ,� 8 removal to 6- inches below existing concrete slab .' ¢" N D� x SCOPE OF WORK: h' grade of concrete slab, contractor shall drill sides 1 72 roposed silt fence Fl" of existing concrete slab 4" in depth at three �' ,� ' X'. staked into ground 1. FENCING CONTRACTOR SHALL REMOVE EXISTING 160 LINEAL FEET OF 8' NIGH FENCING, FENCE FABRIC ROLLED IN LENGTHS IN 25' ROLLS, REMOVE TOP AND BOTTOM locations on each side of square opening equal �,' �% . . j "� ' 2 �5;;7:� trenching is not required. RAILS AND ALL FENCE HARDWARE ON SITE AS DIRECTED BY THE OWNER FOR REUSE AT A FUTURE DATE. FENCE CONTRACTOR SHALL REMOVE ALUMINUM HANDRAIL AS distance apart and install #4 rebor 16 long and DIRECTED AND STORE AT 706 N. MISSOURI AVE. CLEARWATER FLORIDA. UPON COMPLETION OF MASONRY RETAINING WALL THE FENCE CONTRACTOR SHALL INSTALL A 48 into lace prior to pouring 3,000 PSI cone. - ' * 1 p�' 40 lineal feet epoxy o P P P 9� ,;,, INCH HIGH VINYL COATED PVC BLACK NEW FENCE FABRIC AND SHALL UTILIZE THE EXISTING FENCE MATERIAL REMOVED FOR REUSE. SEE ADDITIONAL COMMENTS ON in 28 days with commercial fiber mesh with C ��• ' S? x r ; O . �La . � 4 , 46.09 medium broom finish in same direction as /2 0 DRAWING AND DETAILS PROVIDED. . . .$ 4' ..4� 1. / O A 2 4 2. REMOVE EXISTING CRAPE MYRTLES AND FILL IN WITH SOIL COMPACT AND POUR EXISTING3 PAVING AREA CUT OUTS WITH3,000 PSI CONCRETE WITH FIBER MESH, existing concrete slab (Typical) x . . . . sp �. C� MEDIUM BROOM FINISH SAME DIRECTION AS EXISTING CONCRETE. h� Qb >> 3. LANDSCAPE CONTRACTOR TO REMOVE AND PLANT THREE WASHINGTONIA PALMS ON SITE AS DIRECTED BY THE OWNER, IRRIGATION TO PALMS PROVIDED BY THE p OWNER. 4. DEMOLISH SECTIONS OF EXISTING PLANTER WALLS AND RECONSTRUCT AS SHOWN AND DESCRIBED ON DRAWINGS. / SP G 5. INSTALLATION OF SILT FENCE IS NOT REQUIRED FOR THIS PROJECT. / CO 0 / 00 , / 6. CLEAR AND GRUB EXISTING GRASS WHERE PROPOSED BLEACHERS ARE TO BE INSTALLED, CONSTRUCT RETAINING WALLS PER DETAILS TYPE 1 AND TYPE 2, PROVIDE 44.70 PROVIDE BRUSHED ON WATERPROOF MEMBRANE ON RETAINING WALL EXPOSED TO WET CONDITIONS, INSTALL 1" DIAMETER WEEPS BY CUTTING IN OR INSTALL DURING BLOCK LAYING, INSTALL GEO -TECH FABRIC OF FRENCH DRAIN, INSTALL FDOT 57 LIMESTONE, INSTALL CLEAN FILL PROVIDED BY OWNER AND COMPACT TO 95% COMPACTION, INSTALL WASHED PULVERIZED SHELL PROVIDE BY OWNER AND COMPACT. / 7. CLEAN SITE OF CONSTRUCTION DEBRIS 8. INSTALL BLEACHERS BY BLEACHER VENDOR, PROVIDE SHIMMING AS REQUIRED ON EXISTING CONCRETE FLATWORK. Existing 24" tree eley. 4 \ 45. SO MYR 20 i 1C Propose grade of marifi 45.30 45.14 / MYR 20 i"--1 -114" atone Finish grade of pulverized shell 45.80 48" / V Air ration box embedded in gravel 45.95 i Retaining wall 0 elev. 45.95 _ existing grade of field ® elev. 43.84 47 - VJ 4 6 g, Cross Section at 24" tree to retaining wall I ��•�� RECORD DRAWINGS n CITY OF CLEARWATER FLORIDA BEFORE YOU DRAWN BY LC DESIGNED BY LC CHECKED BY - CONTRACT N0. SURVEYED BY DRAWN BY Gam% � EXCAVATE F,d I e C• Moore Softball C o m T e x Field 8 & 9 SCAT _ SURVEYED BY - BOOK NO. _ JOB N0. - ,� PARKS & RECREATION DEPT. CALL LOCAL PUBLIC DATE DRAWN DWG NAME SHEET NO. REVIEWED BY - t UTILITY NOTIFICATION HoRIZ. 1 "= 10' 9/09 1 OF 1 - �° 100 S. Myrtle Ave. TOM ��E� PROJECT ENGINEER DATE \ APPROVED BY RETAINING WALL LOCATION PLAN Le 9/21/09 'AjR 1-WO-4,32-4770 $BEFORE BY DATE Retaining Wall Extension CITY ENGINEER MICHAEL D. QUILLEN, P.E. , 33721 DATE REVISION Clearwater, F 1 3 37 5 6 YW EXCAVATE RECORD DRAWINGS SURVEYED BY DRAM BY REVIEWED BY PROJECT ENGINEER DATE APPROVED BY CITY ENGINEER MICHAEL 0. QUILLEN. P.E. i 33721 DATE EXISTING CONC WALK (DOA REVISION BY I DATE CITY OF CLEARWATER, FLORIDA ® BUORE YOU PUBLIC WORKS ADMINISTRATION EXCAVATE CALL LOCAL PUBLIC ENGINEERING UTILITY NOTIFICATION 100 S. Myrtle Ave. CTOLL FREE Clearwater, Fl 33756 5 48 HOUR -470 IdIN. 48 HOURS BEFORE YOU EXCAVATE i SCALE: 1" = 20' GRAPHIC SCALE (IN FEET) N� N.� N� �t5�- O i 0 I 0 I 'I II D 0 Existing Oak CExisting Crepe Myrtle LANDSCAPE PLAN APPROVED AS NOTED Existing Pa /m 0 3 Lagerstroemio indico 'Muskogee' 25 gal. Std. 8 wash /ngtonia pa /m from nursery 0 30 Philodendron Hope' 3 gal. O 188 Raphio %pis indico Nano' 3 gal. EDDIE C. MOORS SOF78ALL COMPLEX FIELD 8&9 FATTING TUNNEL LANOSC'APE PLAN 11 Strelitzia reginae 3 gal. 40 Thelyp teris sop. 1 ga1, J6 " o. c. 180 Trachelospernum asiaticum 4" pot, 12" o.c. 1 -"9 ww%46 y 57 Muhlenbergia capil/aris 3 ga1., 36" o. c. ' 00 NOV 1 2006 1 co DEVELOPMENT SERVICES DEPT -'- - - -- -- RA SCALE VERT. NA How- 1 " =20' APPROVED FOR CONSTRUCTION �►uui�ir NA C� AI;'11,'1VAMk NA NA JOB N0. '�� • o SHEET N0. NA �) Z LLI 10 F 1 i�!IJ °�) Lu LL o ' z0W :) W 0 0 a ° DATE �4 "? }. Z LU R LU N _ - -- c�rews�' Eddie C ma�r� � �q 1 1 4. \ 1 --1 1J 1J L 11J 1 1 � 1 1J k/ 1 V 1. 1.1 L 1 LEGEND 1 DREW BFP 1. P. ,V �` PB GARDENS 94, PG 19 LOT 2 ° Back Flow Preventer • Iron Pipe ti "' 4 cP HB I.R. �°•' cP ° Hose Bib • Iron Rod o' �P'' � 15 » P,m 2 'Palm Sprinkler • Pinch Pipe P.P. r�' ►� 466.76'(P) °wM N &c o� o� 6° „ � "� � ,�• ® Water Meter o N &D Nail &Cop o s OHW` s oHW 14 m h 7'22" E(F �" Im 1 ak 8 T " " yalm �?`' 466.89 (F) k�'.�4 ® Water Valve o rrlir Qri xii -sib rrliiis��iiieit iii" ark ■rrrrl��slFrrrrrrtrru >I[rrrsrrrr ■rrrr�rtrrrs■ ■,■ 1 raft E 'n Nail &Disk �� h• `� - -- -- ���-------- - - - - -- -- - - - -- - -- � - - - - -- P. e OHW` W - - - - -- - - - - -- q ----- - - - - -- - - - - - -- �F.H•Fire Hydrant •PK Pk Nail Retention 17 "Palm 18 "p` i 8 "Palm 19"Pal J5 aim �" °HW a OHW p 8 "Oa GV RR do! Balm 4`'5,896 s ft. Ah ,� ; 0 » 15 Palm >kv �`' 15'Palm ® Gas Valve • Railroad Spike �1 i „ �' +' , 17 �, 15 Palm X kti x ak X r ti °B Bollard OS &T Stake & Tack --------------------------------------------------- - - - - -- ; .�• C.M. 3 Retention 6 ",9',Oak FPCMH • Concrete Monument ' % " » BM m i 2,933 sq. ft. 40.50 7 Oak 9 Oak 8"Oak Q Florida Power Manhole �Elev Benchmark ' ,'" "4 "Oa 'Oak' FPC Ped (2 4 Oak 4 "Oak D Florida Power Pedestal B. M. Construction Benchmark k " ` 6'Oak 6 "Oak — "4 0 7 "Oakes GTEMH ' Q Telephone Manhole S.C.I.R. " 2) � i 15 P I ;� /' 6 00ak 7 ak GTE Ped • Set 1/2 Copped Iron Rod #4513 � i �� ( �. 8'Ook- 4 Telephone Pedestal F.I.R. o 7 Oakes �p ° P ►i� . �, 7'Ook ( lip v • Found iron Rod _ __� OConc.P, Concrete Pole ' ,SOFTBALL '��``� - �,� J� 5'Oak X ,�• '` X'� F Field measured c i < X C' Ww ( ) CON( PAD W/ �� 3 i `V" (2)6 a `} / • O� OP.P. Power Pole (P) Plat (2) C, CK VALVES 0 i PRACTICE 6 oak 2)4"0 ak " 5 Oak o Pos Light Pole o PI NE m y ; >k *0 COQ k0ak 5 Holly /2 QV�3) ,�AL Oak OL.P. 9 U.D. Under drain �S�TT � RP R c I N F I E L D F Guy Anchor UG Underground Of C' 5' aim " " S Oak y <n , 20 Po 4 Holly r� CN CONIC Concrete 't 2 aim 6 "Holly,( ° Cable N Box FPC Florida Power Corp. t ; / / 7 »Oak d o• OHW Overhead Wires 40 Oak QV(3) 0 ° V3 o PB Plat Book do ,1 ,ry 9 "Pa 1�`` ' " 5" 41y ) �� "O o° X40 Oak Tree PG Page i ►P' >K '` J6 Holly x°� ,g►°� RCP Reinforced Concrete Pipe , 0 (2) PVC Polyvinyl Pine Tree FM Force Main 7 "Oa "QV(3) 7 "Palm o. MH Manhole 6 Oak "Oak L.P. a? R/W Right -of -Way ■ `, § 7'Ook �. Palm Tree W/ With 3 ■ - - -- `Oo QV(3) V 24'Ook 3) _ O.R. Official Records � ■ ----------------------- ,\ o f �\ 0 7 "Oak " o Q (0 ® o Tree (as labeled) 4 � QV(3) d- 8 ,11 Oak � � o• O ,� ` �'v 'y QV(3) I r 42 "Oak / x ■ ' Retention o`' X QV (4 1 7 »Oak ■ i 2,734 sq. ft. 18 a < '�` 22 Oak ( 1 REMOVED a ■ ! r q ��'�q,• SOFTBALL ��� QV(3) �,4i Oj� TREE TO BE O O ■ i r FIELD P�� " O ■ 20 »P. 18 "Pal lei\ ,� -0 Q 7 O ka' TREE TO BE SAVED WITH TREE BARRICADE (1,500 lin. ft.) AT (0 ( a (v o DRIP LINE OF CANOPY - NO PARKING OR DISRUPTION OF GRADE WITHIN DRIP LINE OF CANOPY ■ >P ti (�� ,�i MAINTAIN TREE BARRICADE DURING CONSTRUCTION OF PROJECT 44 ■1�` - - k��9',�, 0 ) +P' X x yak x 5 X �'� ti X 44 L x x All, i'?' jay Im 7'Ook 4% 44 r P P. � o, -: � >�' ►,l �' 25 "Oak summon SILT FENCE (1,000 lin. ft.) TO BE MAINTAINED DURING CONSTRUCTION PERIO 0 ,. P x`90 QV(3) } a o��40 dal J�oJ an 1 V(2) 20'Oa m m m m m ROOT PRUNING OF TREE ROOTS BEFORE EXCAVATING ■ V(5 a 3000(, k , L� ' ,/($ "Oak m 0 1 Palm 100 1 - leach �• d' - Y%IV x o X eac X X c"v " �f ►ache %F(5 BATTIN TUNNEL 7, lm Q i �o O 2 'Palm r �- ok "" •• O QV(5) Q 21 "Oak 17 " Oak o ♦ 50 Oak QV(4) I $ % 2' aim r ' N o " X �. 3 4 k,4'` >Kti�ry°� leac er �y` 0' 0 * ti p.y0 X X x "� / r_ 0 x 1 al p SOFTBALL ►�� 1Q" 1 10 • rn k y � � �4,ti ' oU 7' 0' Itrus 7` e 00111, (2 »T y c , FIELD 7" / a e ' 7» Tr ♦ 6 20' Im each 13" 6 " °o. " 1 0 , " v O 10 k m JL ♦♦ " C 2) "Pal Tree e 1 " Oa of �o ♦ ! ,h 7 " T e ° s 0 a� v �ti yti ,� ►� (2)7 "Oak aJ ti4 ti4 X 5' r ° s �ti o >«'V >«ti 0� �?' �'' , 32 Oak 0 �y o• eg'' x X QV(2) X x x ♦ i, o�x QV(f X 11'Tree ' r ,4 x =0 ■ 0 160C no Be Qt, X ■ - X `>�? ti U E ♦ 2 Oak » Tr o N •J BATTIN TUNNELS v, o X ` X , - o ---- - - - - -- � ,� Ox ; - SPACE4 GRAS KING X x X .& Retentions 4 AD A PA/ED SPACES �' 2,730 sq. ft. , P.P. ' \` O END OF 6' `� `� CHAIN UNK FENCE mss, , *0 , ,; ' Retention � ' 1,760 sq. ft. t 1.8'Xi.8' -- ----- - - - - -- i 0 2,281 sq. ft. Cly(4 `; 466.76'(P) ,� (FEr E TI 1) 4997: a I TRA FIC ti - - -10 - 27, "Oak � �p GATE o ! �,► ------------------ `ky._. -- ( �.• O o 8 CHAIN UNK FENCE ® o°p►� N 89#57'22" W(F) e. CHAIN UNK FENCE - - -- -' ,�' �', -- �66:�9 F d' d'�,0 004 k4 , 4 1 k 4 CONC WAL 1 0 ® 4 Y c 4 B Al yy� t . k� �. �• TRAFFIC SIGN L O ` EI.= 4.99 WA � 0 1 OHW 1 OHW 1 OHW 1 OHW 1 OHW • • • CONCw�ASE ® WV ` �` O• L.P. 2 TYPE F ,CURB k' � . (U.D.)� k 4� k, � k,yr19 6' PVC (U. D.) ky9, ky *'1y� DREW STREET E: 3 k �ti� k �'�' 6 00 �``' �`. Ab to ►`► (U 9 SLANT CURB �` ' 0 » 9 SLANT CURB �yo EDGE OF PAVE RECORD'' DRAWINGS SURVEYED BY k`��, �kNd h' � DRAWN'BY REVIEWED BY �`.\Ib 3 PROJECT LANDSCAPE ARbi TECT APPROVED BY SUPERVISING LANDSCAPE ARCHTIECT ►�� SEA CITY OF CLEARWATER, FLORIDA '-- PARKS & RECREATION DEPARTMENT DATE "" \ \ "Take a Break and Recreate" DATE REVISION BY DATE Eddie C. Moore Soft-b- all Complex Fields 8 and 9 Clearing, Grubbing &Tree Removal Plan SL S �p�Ms 2a EISENHOWER ELEMENTARY SCHOOL NOT PLATTED IJO doc S I I I m N N >- V7 ,T' j 0 00 U try o o T_ 03 Ej C)M cc Uj 1� 0 � o «s O X �2i � C� K o o (y) W tea 03 6 °w rj FEB 0 4 2003 pEVELOPMr:Nt SERVICES DEPT CITY OF CLE4.RWAtER IIFT DRAWN BY F�1 g CHECKED BY CONTRACT NO. LC N/A LC soffits, SCALE N �\` \ \�\ h�, ��,; /A BOOK NO. N/A Boa No. N/A DWG NAME SHEET NO. HORIZ ,�q Q' 'tip /$/ N/A 10F1 APPROVED F q•'i , r 'r i 7 r k. f® /� CONSTRUCTI ' �• SCAPE ARCHITECT DATE 3 k �ti� k �'�' WEST BOUND LANES ASPHALT PAVING ,,,••�� ►P�k 100' R/W ►�ti.�' EDGE OF PAVE *e"?' ►� !!",' 00 �``' �`. Ab ►`► i GRASS ME ©IAN 9 SLANT CURB �` ' �, �• » 9 SLANT CURB �yo EDGE OF PAVE � ", 44X k`��, �kNd h' � � �4 '�' > 4� �, ►Ai�� DREW STREET �`.\Ib 3 EAST BOUND LANES %0 4y } ery ASPHALT PAVING 100' R/W 0^ 4ti °� 0? ^h EDGE OF PAVE ►�� SEA CITY OF CLEARWATER, FLORIDA '-- PARKS & RECREATION DEPARTMENT DATE "" \ \ "Take a Break and Recreate" DATE REVISION BY DATE Eddie C. Moore Soft-b- all Complex Fields 8 and 9 Clearing, Grubbing &Tree Removal Plan SL S �p�Ms 2a EISENHOWER ELEMENTARY SCHOOL NOT PLATTED IJO doc S I I I m N N >- V7 ,T' j 0 00 U try o o T_ 03 Ej C)M cc Uj 1� 0 � o «s O X �2i � C� K o o (y) W tea 03 6 °w rj FEB 0 4 2003 pEVELOPMr:Nt SERVICES DEPT CITY OF CLE4.RWAtER IIFT DRAWN BY F�1 g CHECKED BY CONTRACT NO. LC N/A LC soffits, SCALE N �\` \ \�\ h�, ��,; /A BOOK NO. N/A Boa No. N/A DWG NAME SHEET NO. HORIZ ,�q Q' 'tip /$/ N/A 10F1 APPROVED F q•'i , r 'r i 7 r k. f® /� CONSTRUCTI ' �• SCAPE ARCHITECT DATE L 1 SECTION 8 TOWNSFIIP 29 SOUTH RANGE 16 EAST I I LEGEND BFP I.P. �, '�, cP DREW PB9 GARDENS G 19 LOT 2 HB I.R. 0 yti � y`1 x q ° Back Flow Preventer • Iron Pipe ti X k 0� ♦% 2'Palm ° Hose Bib • Iron Rod ° y�0 15 "Palm ° Sprinkler •PN Pinch Pipe P.P. 0 466.76'(P) WIVI ® Water Meter o N &C Nail & Cap o a oHW yh6° 14 "P m 7'22" E F In im 1" ak 8 "• 1 � � �� aim ��' 466.89 �(F) .y °� k° �' ♦♦ � O• 8 OHW ' �� � ( l \ N &D , 4; - - -- - - -ate o .f �_ _ . ` __ ___ _- E �� ',�� _ _ t � CE TI E ® Water Valve o Nail & Disk �ti ♦ I w A ) F.H. PK o - a olive Fire Hydrant • ,^ 'h�~ ���rlrl,,,t,l11l1r!!! !r!1,r,!!l,,,,! 1, 11, 1 1l /lr11,!!!!!lr1,s �t�,1,n ,r„r �,�01111l111l1l��1 P' • X aiW s oriw a olive 8 ~Oa Y Pk Noil 20 P q ---- - - - - -- y - - - -- - -18 Palm am 19 Pol ��! O ~� rj5'Palm kvk ,h 15'Polm , loop GV RR ,� + - - - - -$ - 17 ,� 15 Palm15 Palm ky k ® Gas Valve • Railroad Spike ,� ,'� —' — -------------- - - - -�. �r� x x Yk�' X 'Oak9 1ti °B Bollard oS &T Stake &Tack � � ��-"-- "-- - - - --" - � , " % e �• �,!� , ►`?`� I °?'• � ►�' C.M. 3 / ♦r�!!11!!!!!1!!!!1,!!!, /!!!1!U !!!!r!l,I /,lll,1l11� ► ► ►� i ♦, � O FPCMH • Concrete Monument eee +� A #� eee' Florida Power Manhole �Eev Benchmark ♦ : % �44e ,10. ° FPC Ped Florida Power Pedestal (' B. M. GTEMH A Construction Benchmark tr O Telephone Manhole S.C.I.R. I j - eseeee GTE Ped • Set 1/2 Capped Iron Rod #4513 1 ro eee ° Telephone Pedestal F.I.R. y k0 I ,0 eeq ,9 • Found Iron Rod limits x X k �,• OConc.P. Concrete Pole c . x k0 (F) Field measured CONC PAD W/ $� �' j �� OP.P. Power Pole (P) Plat (2) CHECK VALVES- o . I ,o kti� � Cdi,�rA - POST �4 i OL.P. Light Pole U.D. Under drain Tod uA2 FF SO nBALL �0 ��'� �G� Oak o, F Guy Anchor UG Underground j �� CTV CONC Concrete PRACTICE I „ ° Cable TV Box FPC Florida Power Corp. . i E; A I N F I E L ®. OHW Overhead Wires : ,p PB Plot Book do j j ' ti 'P,, ° PG Page ` O Oak Tree - I I �CC x x x f� ►�' RCP Reinforced Concrete Pipe PVC Polyvinyl Pine Tree FM Force Main I l ® !, O~- Oa MH Manhole +� e L.P. R/W Right -of -Way TPalm Tree W/ With l -,,` •••a�l���i 24 "Oak O.R. fi O o � go• �p , j ° Tree (as labeled) ; C11 (0 o (0 ,� "o °� I x 42'Ook 1 e`<ti ►?` X , Retention 1 111,835 sq. ft. err°o �> v 2 "Oak '� 1 SOFTBALL ♦ 1 7'Oak �•pnd 2,5 ft. deri eee +° v /�� �%Q,. ,; � 91 �� ; wale 1 ft. �' th ee TREE TO BE REMOVED ; /6p eee �/ FIELD 1 ee+ CO e����- �� 0 7 Oak TREE TO BE SAVED WITH TREE BARRICADE (1,800 lin. ft.) AT (0 e eeee "e ,� ►`� DRIP LINE OF CANOPY - NO PARKING OR a +e ky ti DISRUPTION OF GRADE WITHIN DRIP LINE OF CANOPY ~ 'eee q ® a �♦ tiA k0� k1'1 MAINTAIN TREE BARRICADE DURING CONSTRUCTION OF PROJECT 90 9�S ill tie kh�P kry� �0 ♦ �,� 0 k0 o 0 0x Alb ♦ x 99 I x t�h` ► hti 1 9 P.P. I k� oG j ►R'' 25 00ak O� summon SILT FENCE (1,000 lin. ft.) TO BE MAINTAINED DURING CONSTRUCTION PERIOD - 0 20'Oo as �. 3000 OQ TRASH CANS I 1000 �„ FLAG POLE - 20' HEIGHT k9 each t �� ti oo. o 01 (0 + o� X eac TYPICAL BALL FIELD LIGHT POLE W FIXTURES N ,� I ache 5 / OL k j B' 'j'�P ( �' N(�" j ���► o O I m°• 1 1 L. � � leact, r xw a 50 Oak 21 "Oak A- TYPICAL SCOREBOARD o 0 ,� I `� ■ ° �» ; i- o• .� �..... ... .. s C Oak ree . :� °w oil TYPICAL PICNIC TABLES 8 FT. v I ° o°i �ti Opp I leac' er / m ` o ° y `� � .� c b'V khh'P k k,• k� k r. / x 1 al n x x N SOFTBALL S _ _ _ ' k " 4" ' " oil 7' o" itrus PARK RULE SIGN I 1�ll; e Oo; o T a 1 SITE IDEN11FICATION SIGN I FIELD 7' 7'Tr !% iz eachP 13" -- TYPICAL LOCATION OF DOUBLE RING INFILTRATION TEST AND SEASONAL HIGH WATER M "Tr e " 70T Tree 1� 4 U -$- TYPICL LOCATION OF SOIL BORING TEST FOR BUILDING THAT IS ONE STORY MASONRY ti I av� 9 5~ r ® e¢ so• 411, z CONSTRUCTION WITH ANTICIPATION LOAD OF 2 KIPS PER LINEAL FEET AND A �� ,hti k�r kv �, ~ 32 Oak POINT LOAD OF 7 KIPS AT THE CORNERS. I v k X ♦ ♦ ♦,� ao x 11 "Tree L r� 0 0 ♦ O ,♦ O 6'r a�0 _ 5 re F l ROOT PRUNING OF TREE ROOTS BEFORE EXCAVATING , ��ur ►�i I r ♦ 2 Oak m "Try • ®'�i �' I ►' r T' 1' ti N L- 60 00 ,• °, X � 1 '•. oj't� Gr ``` +4� — g r Ft." ►i x �: X oX i�GRAS P��If�l� SPACE§ ►� °x � ,� Xx r ketention , + + +e + ++ � eeee' 4 ADA PAS/ ED SPACES P.P. ��730 sq. ft. . �� ee+ /'` �� eee X ft. depth `ti` �.® � + +,+ J ; ` �♦ eeee 'p L--- - - - - -- - -- no '� •® + +s ++ ` f - -- Retention �N - -- -1,760 sq eft. 1.8'x1.8' - 2 �$'rs - - - -' �. rrrrr (FE E TI 4V Id TRAFFIC �ll�[!!,!ll, 1lllillll, ■ ►k� : q' r " '74(P) � oti £ NAL POLE .y �° O� i� 2.5 ft. dept' o?' co • Ook �P 8 8 0` k`'' °� ® °"°o �° ,;y� ,� N 89 57 22 W(F) •,,1!!„11111,1l1,,,1r1,11 �► a ,, - >�i11%�t (F) ® X , AM kaq ko CONC WAL- ° x BI® y� �c a ,• , x x o. 1' TRAFFIC /SSIGN L- W +. b , W O P' 1 OHW 1 olive —t^, 1 OHW 1 OHW 1 oli , '17", POLE Ea ® WV y, ° �� L.P. 2 TYPE .CURB 6'PVC - (U. D.) of e� 6' PVC (U.D.) oti e'P k`��ti EDGE OF PAVE k'`• kti k�� � k�'kN k`;v kNkN DREW �k "STREET ��' �'� �k'• � �k�• � °�'�• k °� 3 WEST BOUND LANES ASPHALT PAVING EDGE OF PAVE" ^k 100' R/W of 1r SL S 1 EISENHOWER ELEMENTARY SCHOOL NOT PLATTED , 9 SLANT CURB kk"y 1 GRASS MEDIAN 9' SLANT CURB _ 9 n A.. rnnr nr n.�w- a . v a . .. "+• e• r,I�/ /���' • Complex DRAWN BY LC ` �ls CHECKED BRECORD DRAWINGS ,�� INVESTIGATE �� r „SAP LC N/A � CITY OF CLEARWATER, FLORIDA a�A;O Eddie C. Moore Soft a SCALE : H 9• YO , /,� '= BDOK NO. JOB NO. 4t �� N A N A SURVEYED BY DRAWN BY � �'�, .%� � VERT. N/A - � _� , � / / 1 / a • `! V ATE : f r+ AME SHEET NO. CALL LOCAL PUBLIC REVIEWED BY � � PARKS & RECREATION DEPARTMENT UTILITY NOTIFICATION Fields 8 and 9 HORtz 1 " =3as `".` ' . ' } N/A 1oF1 �1/. PROJECT LANDSCAPE ARCHITECT DATE `� CENTER i /III�1 YOV EXCAVA TE O2 APPROVED BY T ER / Take a Break and Recreate” 1- 80 43-4770 Plan CONSTRUC OW , � t 1• IA61 M,K ,a HOURS BEFORE S lte E ARCHITECT DATE SUPERVISING LANDSCAPE ARCHTIECT DATE R E VI S I O N BY DATE ��r