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2660 GULF TO BAY BLVDa66o G f �ob�Y B d 9 E P I C ENVIRONMENTAL PLANNING INFORMATION & COUNSELING INC. TREE PRESERVATION SPECIFICATIONS Author: Joseph Samnik, Consulting Arborist Environmental Planning, Information & Counseling, Inc. KEY WEST GRILL GULF TO BAY BOULEVARD CLEARWATER, FLORIDA August 24, 2004. q Nom\ SCOPE OF WORK: 24 trees on subject property designated for preservation. An additional 10 trees are on neighboring property but will be barricaded. Refer to accompanying tree survey for tree tag numbers. OBJECTIVE: Eliminate failure potential of limbs and branches. Provide clearance for construction of new building as well as pedestrian and vehicular traffic. Provide protection for all site trees during demolition and construction activities. Provide preservation specifications for future viability of all site trees. All work shall be performed in compliance with the following standards: ANSI -A300, ANSI -Z133, and appropriate Federal, State of Florida, Pinellas County, and City of Clearwater regulations and to the specifications contained herein. SPECIFICATIONS: Barricades: For all trees to be preserved, barricades shall be erected at the limits of each tree canopy using orange construction fencing. These tree barricades shall be built using 2'x 2'x 4' high wooden posts at 6' on center. No encroachment or trespass within tree barricades shall be permitted. Encroachment or trespass includes, but is not limited to foot traffic, vehicles, construction material, debris, excavated material, run -off of noxious materials in solution, or grade change. Mulch: Apply to all trees. Recycled tree debris is acceptable. Pine bark is acceptable. Shredded cypress or similar is not acceptable. Kill all grass and /or weeds under trees before application. Apply mulch three inches in depth from within one foot of the tree trunk to the limits of the barricade. Crown Cleaning: All trees: Remove diseased and broken branches. Remove dead branches 2" in diameter or greater. Reduce limbs /branches with weak attachments by up to 30% of length. 1015 Michigan Avenue ® Palm Harbor, Florida 34683 E (727) 786 -8128 E FAX (727) 789 -1697 0 E -MAIL joe.sanuiik@verizon.net Key West Grill August 24, 2004 Author. Joseph R. Samnik Certified Arbodst, #SO -0408 Cerfified • Bureau of Entomology, #7774 Page 2 Raising: • Tree # 347 - prune 1 approximately 8" diameter limb and 2 approximately 8" diameter branches on south side of canopy to 27' vertical clearance Root pruning: Root pruning shall only be performed using equipment approved prior to commencement of work. Prune to a depth of 18" - 24 ". Back fill with site dirt from trench. �'EA6T- a Tree # 330 - root prune to south at back of new curb Curb and Asphalt/Concrete Removal: All curbs which will be removed must be removed by hand using no heavy equipment. Tre curb to be removed by hand and island widened. Area shall be cleared of lime ck and other construction debris and re -filled with compost. Top with mulch as out ' in these specifications. NOTE: When re- surfacing of parking lot and concrete flume occurs, no heavy equipment may be used and care must be taken not to tear any roots that may be growing between the asphalt or concrete and lime rock. These roots must be cut cleanly. Chemical Application: To all trees, apply as a foliage spray solution, at highest labeled rates, the following compatible products: • F-45 (Equivalent: Manzate; Mancozeb) • Copper • Sequestrene Iron • Adjuvent Apply Cieary's and Subdue fungicides as a soil drench at the highest labeled rates to entire canopy area limits. Apply solution amount at non - irrigated levels. For all trees, inject Paciobutrazoi into the root system at a 2' radius from the trunk at the following rates: Elm - greater than 10" diameter = 125 ml per 1" diameter measured at 54" from grade Elm - less than 10" diameter = 100 ml per 1" diameter measured at 54" from grade Camphor =150 ml per 1" diameter measured at 54" from grade Oak tree species = 125 ml per 1" diameter measured at 54" from grade Key West Grill August 24, 2004 Author: Joseph R. Samnik Certified Arborist, #SO -0408 Certified - Bureau of Entomology, #7774 Page 3 I affirm that my opinions have been made in total good faith, based on the facts presented during my inspection, with no coercion from others. I further affirm that I have no interest with the parties or people involved with this issue nor any interest with regard to the outcome. My responsibility to Boulder Venture, AVID Engineering, the City of Clearwater, and Public Trust ends with this report. I have no responsibility to inspect or ensure any or all of the recommendations made in this report are executed, planned, or implemented. This report does not fall under the category of Privileged Information or Confidential Work Product. To simplify information in this report, it is sometimes necessary to use trade names of products. No endorsement is intended, nor is criticism implied of similar products which are not mentioned. Read all pesticide labels carefully before using. Remember, the label is the law. The pesticides recommended in this report must be applied by a State Certified Pesticide Operator licensed in lawns and ornamentals (L &0) holding a current identification card pursuant to Chapters 482 and 1055D of the Florida Statutes and the Department of Agriculture and Consumer Services. Please advise if I may be of further assistance to you in this matter. - END SPECIFICATIONS - QZ 1 � � —��' � � �l � �� �l — L ►► '� '�/6 � Sr �v ti. �[.� // _ � � v— -- l,f,'�G (��_ t�e4 f j(��c✓1 f e _ _— ___� --� 1' I BOULDER VENTURE SOUTH LLC KEY WEST GRILL TREE ASSESSMENT Prepared by. Joseph R. Samnik EPIC, Inc. August 24, 2004 TREE ASSESSMENT CHART - GULF TO BAY (KEY WEST GRILL SITE) TAG NUMBER COMMON NAME SIZE / DIAMETER CONDITION RATING 326 CAMPHOR 23" DIA 4 327 LIVE OAK 19" DIA 4 328 LIVE OAK 23" DIA 4 329 LIVE OAK MIS 19,15 DIA 4 330 LIVE OAK 25" DIA 4 331 LIVE OAK 21" DIA 3 332 CHERRY LAUREL 6" DIA 2 333 LAUREL OAK 22" DIA 4 334 LAUREL OAK 28" DIA 3 335 LIVE OAK 30" DIA 4 336 WATER OAK 21" DIA 3 337 CAMPHOR 13" DIA 3 338 LAUREL OAK 34" DIA 1 339 LIVE OAK 16" DIA 3 340 LIVE OAK 18" DIA 3 341 LAUREL OAK 26" DIA 4 342 WATER OAK 11" DIA 1 343 CAMPHOR 28" DIA 3 344 ELM SPP. 9" DIA V/2 345 WATER OAK 16" DIA 4 346 CAMPHOR 14" DIA 2 347 LIVE OAK MIS 25,13 DIA 4 348 ELM SPP. 7' DIA 1 349 LAUREL OAK 19" DIA 4 350 LAUREL OAK 17" DIA 3 351 LAUREL OAK 20" DIA 3 352 LAUREL OAK 16" DIA 3 353 WATER OAK 22" DIA 3 354 LAUREL OAK 17" DIA 3 355 LIVE OAK 16" DIA 3 356 LIVE OAK 24" DIA 4 357 WATER OAK MIS 14,24 DIA 4/ 1 358 WATER OAK 13" DIA 2 359 CAMPHOR 21" DIA 1 360 LIVE OAK 19" DIA 3 361 WATER OAK 7" DIA 2 362 CAMPHOR 9" DIA 2 363 LIVE OAK MIS 12,14 DIA 3 364 CAMPHOR 14" DIA 2 365 LIVE OAK 11" DIA 3 366 ELM SPP. 19" DIA +,/ 2 367 CAMPHOR MIS 8,9 DIA 2 368 LIVE OAK 13" DIA 2 369 LIVE OAK 24" DIA 3 370 LIVE OAK 10" DIA 2 371 LIVE OAK MIS 5,13 DIA 3 372 LIVE OAK 32" DIA 4 373 LAUREL OAK 15" DIA 1 374 LAUREL OAK 16" DIA 4 375 WATER OAK MIS 9,9,8,6 DIA 2 376 LIVE OAK 26" DIA 4 377 LAUREL OAK 14" DIA 2 378 CABBAGE PALM 7" DIA 3 II rr TREE BARRICADE II Il (TYP.) EXISTING dl rt UNDERSTORY TO (I III REMAIN. ■ 20 3 351 LOWER BRANCES OF EXISTING TREE TO BE TRIMMED TO TREE BARRICADE 16.5' ABOVE GRADE TO (TYP.) EXISTING ALLOW DUMPSTER PICK—UP UNDERSTORY TO FI(374 I 35 REMAIN. 16f @22 4 3 376 NOTE 3 CONCRETL­1� 'X -- SEE NE E 1, I 777;7 7 25",13" 4 OHO f■■_5 ,9 3 j5'�62 • 7' 2 • W,Apd ■ 37 1 ,� 1 5 1 I� 4 3 /'""2 1' 5'3 3- 10" 3. II NONEXCLUSIVE EASEMENT FOR INGRESS, )ESTRIAN AND PASSENGER VEHICULAR I F 11[0.R. BOOK 5922, PAGE 526 9 .3 (l, m1k Z 4 4, 10 TREE PRESERVA1610N NOTES II (`■ (L 4 0511 CADE LL L.- I �,. 11 II 5! WIDE PEDESTRIAN PATH. NJ (TYP.) EXISTING 3" THICK CRUSHED STONE II II■ UI Q UNDERSTORY TO 1: TREE # 347—PRUNE 1 APPROXIMATELY 8 DIAMETER LIMB AND 2 APPROXIMATELY 8 RO REMAIN. II 0 0 x QR 0 DIAMETER BRANCHES ON SOUTH SIDE OF CANOPY TO 27' VERTICAL CLEARANCE. 0 0 0 zt, L.P. 0 W 0 W w ■ 0 2: TREE # 330 —ROOT PRUNE TO SOUTH Al BACK OF NEW CURB. X78 339 7" A)V' 16" 3 (f3 340 II il® w 18" 3: TREE # 349—CURB TO BE REMOVED BY HAND AND ISLAND WIDENED. AREA SHALL II 1= ti ("r, tv li BE CLEARED OF LIME ROCK AND OTHER CONSTRUCTION DEBRIS AND RE—FILLED WITH COMPOST. TOP WITH MULCH AS OUTLINED IN THESE SPECIFICATIONS. TREE BARRICADE II I ------------------ ( *PLEASE REFER TO THE ARBORIST'S REPORT FOR MORE SPECIFICATIONS BEFORE ANY TYP.) EXISTING a 42 II , UNDERSTORY TO LIMB/ROOT PRUNING. REMAIN, 1111111... II P I I ttlllll : -� _ L II �,A Y, f1k 7!Ii " 51 yk M LA )8r 4 XII ghrl ih 5"m P, S,l ®r" A 4,� �01 J 1 11,41, , t z a 1. a nj gi le, gm v, t%R m tv V05��11 2101� 2101R,018� ti y r�,! TREE BARRICADE 327.-adl 9 "(R) 328 4 24 3 " 330 (TYP.) EXISTING UNDERSTORY TO 4 REMAIN. 07 _ Q' II it Em p.p, T_ _o y 7' EXISTING STORMWATER POND 10' FLORIDA'�OVVER EASEMENT MR. BOO V15922, PAGE 526] — — — — — L APPROXIMATE J/ PI il BACKFLOW E—,.P OF BANK GULF QTY. BOTANICAL/COMMON NAME T 0 w BAY, QUERCUS VIRGINIANA/LIVE OAK 2.5" Col. 10' HT. X 4' SPD, 0 BOU LAGERSTROEMIA INDICA/CRAP'E MYRTLE bw vktz ­W X 5' SPD. STANDARD, DK. PINK 0 2 LIGUSTRUM JAPONICUM/LIGUSTRUM 8' HT. X 5' SPD. 3 TRUNK MIN. 35•@ 24" 4 T A 4 T iv ILEX VOMITORIA 'NANA/DWARF YAUPON HOLLY R 0 A HT. X 10" SPD. D 18 6 NOTE 3 CONCRETL­1� 'X -- SEE NE E 1, I 777;7 7 25",13" 4 OHO f■■_5 ,9 3 j5'�62 • 7' 2 • W,Apd ■ 37 1 ,� 1 5 1 I� 4 3 /'""2 1' 5'3 3- 10" 3. II NONEXCLUSIVE EASEMENT FOR INGRESS, )ESTRIAN AND PASSENGER VEHICULAR I F 11[0.R. BOOK 5922, PAGE 526 9 .3 (l, m1k Z 4 4, 10 TREE PRESERVA1610N NOTES II (`■ (L 4 0511 CADE LL L.- I �,. 11 II 5! WIDE PEDESTRIAN PATH. NJ (TYP.) EXISTING 3" THICK CRUSHED STONE II II■ UI Q UNDERSTORY TO 1: TREE # 347—PRUNE 1 APPROXIMATELY 8 DIAMETER LIMB AND 2 APPROXIMATELY 8 RO REMAIN. II 0 0 x QR 0 DIAMETER BRANCHES ON SOUTH SIDE OF CANOPY TO 27' VERTICAL CLEARANCE. 0 0 0 zt, L.P. 0 W 0 W w ■ 0 2: TREE # 330 —ROOT PRUNE TO SOUTH Al BACK OF NEW CURB. X78 339 7" A)V' 16" 3 (f3 340 II il® w 18" 3: TREE # 349—CURB TO BE REMOVED BY HAND AND ISLAND WIDENED. AREA SHALL II 1= ti ("r, tv li BE CLEARED OF LIME ROCK AND OTHER CONSTRUCTION DEBRIS AND RE—FILLED WITH COMPOST. TOP WITH MULCH AS OUTLINED IN THESE SPECIFICATIONS. TREE BARRICADE II I ------------------ ( *PLEASE REFER TO THE ARBORIST'S REPORT FOR MORE SPECIFICATIONS BEFORE ANY TYP.) EXISTING a 42 II , UNDERSTORY TO LIMB/ROOT PRUNING. REMAIN, 1111111... II P I I ttlllll : -� _ L II �,A Y, f1k 7!Ii " 51 yk M LA )8r 4 XII ghrl ih 5"m P, S,l ®r" A 4,� �01 J 1 11,41, , t z a 1. a nj gi le, gm v, t%R m tv V05��11 2101� 2101R,018� ti y r�,! TREE BARRICADE 327.-adl 9 "(R) 328 4 24 3 " 330 (TYP.) EXISTING UNDERSTORY TO 4 REMAIN. 07 _ Q' II it Em p.p, T_ _o y 7' EXISTING STORMWATER POND 10' FLORIDA'�OVVER EASEMENT MR. BOO V15922, PAGE 526] — — — — — L APPROXIMATE J/ PI il BACKFLOW E—,.P OF BANK GULF QTY. BOTANICAL/COMMON NAME T 0 w BAY, QUERCUS VIRGINIANA/LIVE OAK 2.5" Col. 10' HT. X 4' SPD, 0 BOU LAGERSTROEMIA INDICA/CRAP'E MYRTLE 8' LEVARD X 5' SPD. STANDARD, DK. PINK 0 2 LIGUSTRUM JAPONICUM/LIGUSTRUM 8' HT. X 5' SPD. 3 TRUNK MIN. S 4 T A T E ILEX VOMITORIA 'NANA/DWARF YAUPON HOLLY R 0 A HT. X 10" SPD. D 18 6 0 ' 24" HT. X 24" SPD. G) LANDSCAPE CALCULATIONS BUFFER 1 TREE PER 35' 773/35 22 TREES BUFFER TREES PROVIDED 15 TREES INTERIOR LANDSCAPING 24,139 S.F. V.U.A. 24,139 X 10% REQUIRED INTERIOR OPEN SPACE 2,414 S.F. REQUIRED OPEN SPACE INTERIOR OPEN SPACE PROVIDED 3,542 S.F. 1 TREE PER 150 S.F. REQUIRED INTEROR OPEN SPACE 16 INTERIOR TREES INTERIOR TREES PROVIDED 21 INTERIOR TREES PLANT LIST SYM. QTY. BOTANICAL/COMMON NAME C) SIZE w 6 QUERCUS VIRGINIANA/LIVE OAK 2.5" Col. 10' HT. X 4' SPD, 0 7 LAGERSTROEMIA INDICA/CRAP'E MYRTLE 8' HT. X 5' SPD. STANDARD, DK. PINK 0 2 LIGUSTRUM JAPONICUM/LIGUSTRUM 8' HT. X 5' SPD. 3 TRUNK MIN. 4 SABAL PALMETTO/SABAL PALM 12' C.T. HT. E) 21 ILEX VOMITORIA 'NANA/DWARF YAUPON HOLLY 3 GAL, 10" HT. X 10" SPD. 0 18 PHILODENDRON SELLOUM/FINGERLEAF PHILODENDRON 3 GAL. 24" HT. X 24" SPD. G) 31 RAPHIOLEPIS INDICA/INDIAN HAWTHORN 3 GAL. 10" HT. X 10" SPD. 0 122 VIBURNUM SUSPENSUM/SANDANKWA VIBURNUM 3 GAL. 24" HT, 36 0. C. 89 VIBURNUM SUSPENSUM/SANDANKWA VIBURNUM 1 GAL. 10" HT. 36" 0. C. 800 TRACHELOSPERMUM ASIATICUM/ASIATIC JASMINE 1 GAL. @ 15" O.C. SOD TBD ARGENTINE BAHIA �2 (L-31 48 HOURS BEFORE "CALL SUNSt 1-800-432- i. 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'` Ii L'. ld' l�'' >< "h' v ��tL •' P �lL . ly '. 11 .'h �. tti ''.._'. it'. lL -IL . IL -. l+`'. h"� ly� "Q�'. y . ly .•h_'' I . lei'. l..� @f•.'h'� t?•`'. It . i*.t'.•i'. ILr•. lL °r .l�-. l+<•. �+`" -s��- , - •� ;. � '>��, ,..5 ���.' - ' `�`;3%T`- - -;�T`�s' i ;��,s%�`,S `;s``�`� , s'. - `�`,s� ;� t`-,s� .. �,.-�% - ,s� , ,s�`, '� ,�� ,1`; `�,!'y��;.�•;o .,,;L..:L.. `z„.•y(.- ,,.•�,,,.x...z,,,r;L...;Z„ ,•Z....;L.,..�:.�.,c.. 1.,.....�,,.,, ,..,,L..�,.L..�.,1,,.�. „�,.�, r...._ . i,.,• � ..��.G ,.L , -� �;:L ..L r..Gr'= 'L"' ='L r:- r. -' r••L,.�� �.l.Lr�::L;,.���` ■ �r. r• r. r r• r •� r:� � er"'rr r.' r` rte` rr 'r rr <• II I `Y' ��L '. �4 ` tL, . {L ,. �L•r IL '` ii '. �L •. I\: � iL �L �L � `�L IL lL 1': "lLy. {L ''. IL,,.CIL '. �t.•/`i,r.G�IL •` `yK•��y `L ,(Lt..l�lti '� �t�iL •. � r ` �L •. �L '. �lr'. �L Ly.�IL ••` L •. ilr,. �V y.��L '. �L<✓r`ti ■ $\ ,; `sS I, a „S -,'.„ ,I,l .: `.' „j.�:�;:• ".;``J'??,:C;`9.. i,;S�l -S'+ --I �4 !,l ,.,:: 5 ,.�.. -`r+ ��S�l,� L', -�� . iI TREE BARRICADE kl - .L .L .z .L .L� .L .L •;8 .L .L .L 1 // � � lL l� ! •rflyr t hr ltr� ILr lL y'l+. r ei i 327���F 19 "p 2 1 328 '�';` (TYP.) EXISTING ■ � 4 23" IrYS�L' � `3R 1t' Ir•clLr• l 330 �'`ly< l; Lr. �. r.F, - ``,y <•`,µ�t l ' UNDERSTORY TO no rat e ' tin, ly 5. II ► REMAIN. £ l ; ` - - - - - - rr i L.P EXISTING STORMWATER POND !/ 10' FLORIDA `OV,1ER EASEMENT /f [O.R. b00k//'5922, PAGE 526] . l -- — — — — — — — — — — _ if l ■ F SLOPE L — — — _ APPROXtMAiE TOE ®_ _ — — ■ �•`• /f ® - I BACKEO i ---_ —AP PR�ATE TOP OF BANK �PREVENTE R gt ILL TL (� (ap ;}T f P.P. �J� U TL TL R PP. Tohl J — -- - - L PI L— — ■z 1L■■ ■ ® ■e ■■■ ■_ ®■■■mss ■ ■■_ ®■ ■■ ■■■ ®_ ■■■ ®■■■■■■�■u��o■��o■ ■m' 7� 11L CL — CL — — — — ,CL— — G.V. t L ,GL n N _ m — - - - —,m — .,, F. H. -9 L — — — — — — — — — — — — — — — — — — — — —son -- T \ 1' X 1` SIDEWALK EASEMENT `X - -� — - -- - - -- _ —� �.— — --son --- -- �\—EXISTING 8' \— APPROXIMATE LOCATION OF EXISTING SANITARY SEINER EXISTING 4" GAS MAIN SANITARY MANHOL I.E. (N) =38.32 GULF Q) C.7 M TO c BAY BOULEVARD W rD O cc U p� Z Z Of WVIDfNO T A �X T U U Z E R 0 A FL, a: U D o 3 6 0 o C" =Ol 3 O -J ❑ J 0 m U CO H C.a o6� 6 E P I C ENVIRONMENTAL PLANNING INFORMATION & COUNSELING INC. 9 TREE PRESERVATION SPECIFICATIONS Author: Joseph Samnik, Consulting Arborist_ Environmental Planning, Information & Counseling, Inc. KEY WEST GRILL GULF TO BAY BOULEVARD CLEARWATER, FLORIDA August 24, 2004. ” SCOPE OF WORK: 24 trees on subject property designated for preservation. An additional 10 trees are on neighboring property but will be barricaded. Refer to accompanying tree survey for free tag numbers. OBJECTIVE: Eliminate failure potential of limbs and branches. Provide clearance for construction of new building as well as pedestrian and vehicular traffic. Provide protection for all site trees during demolition and. construction activities. Provide preservation specifications for future viability of all site trees. All work shall be performed in compliance with the following standards: ANSI -A300, ANSI -2133, and appropriate Federal, State of Florida, Pinellas County, and City of Clearwater regulations and to the specifications contained herein. SPECIFICATIONS: Barricades: For all trees to be preserved, barricades shall be erected at the limits of each tree canopy using orange construction fencing. These tree barricades shall be built using 2' x 2' x 4' high wooden posts at 6',on center, No encroachment or trespass within tree barricades arri es shall bepermitted. Encroachment a rtrespass includes, but is not limited to foot traffic, vehicles, construction.material, debris, excavated material, run -off of noxious materials in solution, or grade change. Mulch: Apply to all trees. Recycled tree debris is acceptable. Pine bark is acceptable. Shredded cypress or similar is not acceptable. Kill all grass and/or weeds under trees before application. Apply mulch three inches In depth from within one foot of the tree trunk to the limits of the barricade. Crown Cleaning: Aff trees: Remove diseased and broken branches. Remove dead branches 2” in diameter or greater. Reduce limbs /branches with weak attachments by up to 30% of length. Raising: N- TE 1:0 Tree # 347 - prune 1 approximately 8° diameter limb and 2 approximately Ir diameter branches on south side of canopy to 27' vertical clearance Root pruning: Root pruning shall only be performed using equipment approved prior to commencement of work. Prune to a depth of 18'- 24 '. Back fill with site dirt from trench. N 0 TE 2 : a Tree # 330 -root prune to south at back of new curb Curb and Asphalt/Concrete Removal: All curbs which will be removed must be removed by hand using no heavy equipment. NOTE i : Tree # 349- curb to be removed by hand and island widened. Area shall be cleared of lime rock and other construction- debris and re-filled with compost. - Top with mulch as outlined in these specifications. NOTE: When re- surfacing of parking lot and concrete flume occurs, no heavy equipment may be used and care must be taken not to tear any roots that may be growing between the asphalt or concrete and lime rock. These roots must be cut cleanly. Chemical Application: To all trees, apply as a foliage spray solution, at highest labeled rates, the following compatible products: a F-45 (Equivalent; Manzate; Mancozeb) Copper ® Sequestrene Iran • Adjuvent Apply Cleary's and Subdue fungicides as a soil drench at the highest labeled rates to entire canopy area limits. Apply solution amount at non4nlgated levels. For all trees, Inject PaclobutrYazol into the root system at a 2' radius from the trunk at the following rates: Elm - greater than 10” diameter =125 ml per 1" diameter measured at 54" from grade Elm - less than 10" diameter =100 ml per 1" diameter measured at 54" from grade Camphor= 150 ml per 1" diameter measured at 54" from grade Oak tree species =125 ml per 1" diameter measured at 54" from grade I affirm that my opinions have been made in total good faith, based on the facts presented during my inspection, with no coercion from others. I further affirm that I have no interest with the parties or people involved with this issue nor any interest with regard to the outcome. My responsibility to Boulder Venture, AVID Engineering, the City of Clearwater, and Public -Trust ends with this report. I have no responsibility to inspect or ensure any or all of the recommendations made in this report are executed, planned, or implemented, This report does not fall under the category of Privileged information or Confidential Work Product. To simplify information in this report, it is sometimes necessary to use trade names of products. No endorsement is Intended, nor is criticism implied of similar products which are not mentioned. Read all pesticide labels carefully before using. Remember, the label is the law. The pesticides recommended in this report must be applied by a State Certified Pesticide Operator licensed in lawns and omamentals (L &O) holding a current identification card pursuant to Chapters 482 and 1055D of the Florida Statutes and the Department of Agriculture and Consumer Services. Please advise if I may be of further assistance to you in this matter - END SPECIFICATIONS - r a Q) C.7 M c W rD O cc U p� Z Z Of WVIDfNO N ® o �X LL U U Z a o b° 13C cc Oa ¢ q d O FL, a: U U o 3 US CD ce o C" =Ol 3 O -J ❑ J 0 m U CO H C.a o6� 6 Or Q O p 0 O ,°� Q ® " N N U U W U ❑ a' 2a' 40' W III w W ~ n_ a_ LD a. � SCALE: 1 " 2a' o o � z (b6 Q W'E! W , N ❑ It co cv ,- o c[w >— U —OZt� CL �. y Pa.- Z l "� ✓ t LLP. w cc W T- o rrN mJ ¢ ..m L�iJ T 0 _D W ■ "CALL SUN l�- `� cc S H vWi n a- a a X00 cc 1 y t� to W c Q lL 00 `-+ J r C!) C9 < VI J QO N c::)_ :.: Z dZ Z Z ¢�� N` t3 'mo Z _ m UJ r-- -Z c_7 o Z o c> � . cn W< Z -' W ¢oZ � � >o �F- W �WQh z W 0 ¢ O •f w - Z J U tQ �� > m F- W Z c M Lv is%0M Z U UJ r a Q) W c W rD • cc - Co p� 0 WVIDfNO �X LL c W a o b° c Cr. z o 3 Q t3 o C" =Ol 3 qI C.a o6� 6 6.V1 ` ,°� Q CQ N N C/) W ~ � UEJ W'E! W ananal X,t ki CL �. y Pa.- l "� ✓ t LLP. 48 HOURS BEEOR`tIfl "CALL SUN l�- `� W � C S H X00 cc C2® 70 VI E r a LIU • cc p� 0 LL R Cr. z D 0 C/) W'E! W X,t ki CL �. y Pa.- l "� ✓ t LLP. 48 HOURS BEEOR`tIfl "CALL SUN l�- `� S H X00 C2® 70 E r a I I I OEM lzu K/ Of 20' 40' Typ HANDICAP SCALE: 1 20' 10 PARKING SPACES 100 SIDEWALK S/W 5' RADIUS R5' NO TEXT OR SYMBOL SIZE Rl-1 STOP 30"x30" R3-1 NO RIGHT TURN 24"x24" R3-7 LEFT LANE MUST TURN LEFT 30"x30" R5-1 DO NOT ENTER 30"x30" R6-1 ONE WAY 36"x12" EXISTING SIDEWALK ALL SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. F4 4 POINT OF ACCESS N 0 N -- X C LEI` ! v IF D, TRlA-` STRIPING NOTES ------------ TYPICAL PARKING SPACE SHALL BE STRIPED WITH MATCH EXISTING & A 4" WHITE STRIPE. INSTALL EXPANSION JOINT ALL BROKEN SIDEWALK WITHIN FDOT LOADING ZONE SHALL BE MARKED WITH 12" WHITE MATCH EXISTING & STRIPES AT 5' CENTERS ON A 45' ANGLE, INSTALL EXPANSION JOINT W!V IN FRONT OF THE PROJECT' SITE ALL RADII TO BE 3' UNLESS OTHERWISE CALLED OUT ON PLANS SITE LEGEND SHALL BE REPLACED. HANDICAP PARKING PROPOSED DRAINAGE INLET PROPOSED CURB U L F T 0 B A T B 0 U L E V R D EXISTING EDGE OF PAVEMENT PROPOSED ASPHALT PAVEMENT I lzu K/ PROPOSED CONCRETE PAVEMENT Of 20' 40' Typ HANDICAP SCALE: 1 20' 10 PARKING SPACES 100 SIDEWALK S/W 5' RADIUS R5' NO TEXT OR SYMBOL SIZE Rl-1 STOP 30"x30" R3-1 NO RIGHT TURN 24"x24" R3-7 LEFT LANE MUST TURN LEFT 30"x30" R5-1 DO NOT ENTER 30"x30" R6-1 ONE WAY 36"x12" ALL SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. EXISTING & PROPOSED POINT OF ACCESS N 0 N -- X C LEI` ! v IF D, TRlA-` STRIPING NOTES ------------ TYPICAL PARKING SPACE SHALL BE STRIPED WITH A 4" WHITE STRIPE. SEE DETAILS FOR HANDICAP PARKING, LOADING ZONE SHALL BE MARKED WITH 12" WHITE STRIPES AT 5' CENTERS ON A 45' ANGLE, NOTE ALL RADII TO BE 3' UNLESS OTHERWISE CALLED OUT ON PLANS SITE LEGEND HANDICAP PARKING PROPOSED DRAINAGE INLET PROPOSED CURB SITE BOUNDARY LINE CENTER LINE OF ROAD RIGHT-OF-WAY EXISTING EDGE OF PAVEMENT PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT TYPICAL YPICAL Typ HANDICAP HC 10 PARKING SPACES 100 SIDEWALK S/W 5' RADIUS R5' LINEAR FEET LF SQUARE FEET SF PROPOSED LIGHT POLE 20' (TYP) CLEAR SITE TRIANGLE K • I- 00 00 V-) r- CN E Q 0 00 cD E o CL c1l sk K CURB INLET THROAT ELEV. = 43.82 a +46.68 +45.84, + SF SF 47.5 T5 LLr, a 46.774-"'"'- - 66 46. -+45.83 1 ;1A, e209 TYPE V F 46.45' 46.03 6.0 .67 '45.38 3L 45.36 R) fl f1 r ----------------- TYPE L F T GRATE INI-ET B A Y B GRATE EL = 47.00 +46.51 E V A R D S T INV. EL = 43.50 +46.21 45. +45.31 A S A W C U T Exam G 6 NONEXCLUSIVE EASEMENT FOR INGRESS/ GRE"S§: PARKING, PEDESTRIAN „= 4T02 PAVEMENT AND PASSENGER VEHICULAR TRlGFFIC r ,>Z, 46.36 4627 46 ;;� ---4-� 46.18 4592 4587 45.9);��45 45.48 F 46.45' 46.03 6.0 .67 '45.38 3L 45.36 R) fl f1 r ----------------- TYPE L F T 0 B A Y B 0 U L E V A R D S T A T E R 0 A D 6 0 120' R/W • F.F. E. = 49.40 g i� Mg. il, g gg z v I -M ' t 001 , I'lm ........ W . T. N U III iw X� 'pz sm i. 'I mg �,pv ........... ON' M Wof IM R HANDICAP RAMPS GRADING SCALE: 1 ” = 10' 1 48 HOURS BEFORE DIGGING "CALL SUNSHINE" 1-8100-432-4770 • • E d ZE Lu cs Lu +49.11 + 48.90 + 48.65 +47.97 a +46.68 =�49 15 on a 4mmmm an a � Una UUMENIS Una � 0 + 49.1 L.P. W T 1 ��T T REMOVING ASPHALT, (TYP.) TREE BARRICADE (TYPDED .) TREE WELL IF NEE, EXISTING UNDERSTORY TO REMAIN, III +45,84 + 46.01 �-4-4&20 +44.43 1 L t qo F\L-r- L-M% L- L-A10 I S/MFR8RrNLf9ANHOL SIDEWALK 1. ETH Nk-T3 ffLlD=-LY . 43.82 I A 49.19 Ff49-50'=– 4 L,P. S T II T E 49. IC II D 4.1 CI II C 49.11 49.1 PI IC iC 49.3& + 4&70 48.96+ II 48.87 4 6 4&85 IC 11 1O� 1110' FLORIDA POWER EASEMENT llr [O.R, BOOK 5922, PAGE 526] II II 4933 4&71 IC II 41, 4120 448.55 IIa +48.40 a + 49 1 a 00 II l a ion II z 4B-40 4&37 4 4 1 8.7 4 f trI co L.P. )W 4&32 +48.15 -F48.9=1 48.4 :3� 4&45 +49.11 + 48.90 + 48.65 +47.97 a +46.68 =�49 15 on a 4mmmm an a � Una UUMENIS Una � 0 + 49.1 L.P. W T 1 ��T T REMOVING ASPHALT, (TYP.) TREE BARRICADE (TYPDED .) TREE WELL IF NEE, EXISTING UNDERSTORY TO REMAIN, III +45,84 + 46.01 �-4-4&20 +44.43 1 L t qo F\L-r- L-M% L- L-A10 I S/MFR8RrNLf9ANHOL SIDEWALK 1. ETH Nk-T3 ffLlD=-LY . 43.82 LIMITS OF PAVEMENT DEMOLITICI 48 HOURIS, BEFORE DIGGING "CALL SUNSHINE" a' 0 0 - 43-> 2 - 4 7 7 0 -91M I • • Im ■ 11 0 MIMMoll I A S T A T E R 0 A D 6 0 120' R/W LIMITS OF PAVEMENT DEMOLITICI 48 HOURIS, BEFORE DIGGING "CALL SUNSHINE" a' 0 0 - 43-> 2 - 4 7 7 0 -91M I • • Im ■ 11 0 MIMMoll 911 rr a 911 rr r% trI co co o "f 0 co q) — co r" (D co Ei (D It E U) 0 r- 0 to -0 Z5 x m • • a 0 L� Of 0 • • • > • co o E rl- (j • 0 IL • NZ 4 911 rr 911