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205 BELCHER RD NE ELEVEn August 10, 2007 Mr. Rick Albee City of Clearwater Land Resources 100 South Myrtle Ave. Clearwater, Fl 33756 7-0 r'"e-n �Alz U U AUG 15 2007 �1TY 67T AVIC� D�pT RE: NEC of Drew & Belcher; Future 7- Eleven Site (BCP2007- 04124) To satisfy 3 remaining conditions of Permit #BCP2007 -04124 we agree that the following items will be met prior to our mobilization: 1) Install tree barricades and erosion control. 2) Field stake water line adjacent to tree # 14 so root prune lines can be established. 3) Perform required root pruning on tree #14 as required. Sincerely, Joe Balsamello 7- Eleven Construction Manager 07 205 H BELCHER RD BCP2007 -04124 n� 7 ELEVEN Zoning: atlas# 281A Florida Division / Real Estate 1727 Drew Street / Clearwater, FL 33755 -6215 727 - 446 -0711 / Fax 727 - 441 -4942 0 CITY OF CLEARWATER - PLANNING & DEVELOPMENT SERVICES 0 TREE REMOVAL PERMIT NAME OF OWNER �00 9W/0/?M14f 6REASON FOR REMOVAL: 3�1, a Construction ADDRESS ao5 PHONE 60-060 •See "A° below OWNER'S ADDRESS ` M% d(mi4 )rivG (ecolwa e✓ r - -G. 33757 0 Hazardous LOCATION OF TREE(S) ON LOT r"nK (O 0 Declining SPECIES AND NUMBER OF TREE(S) 1 iq < %oo ilr, {l5 0 Dead PR Im s Nc 0 O ther (Specify) TO APPLICANT: A non - refundable fee of $15.r up to five trees to be removed, plus $3.00 for every tree above 5 to be ©d removed is required. Fee Rec'd. $ 7. A) CONSTRUCTION Date 5 .10 1. For new construction, additions. or other modifications of a property which involve the removal of a protected tree(s), a site plan is required. This site plan must have a minimum scale of 1 " =20' for single family lots, or 1 " =50' for all others. The site plan must include: a. Major Changes of Grade f. Proposed Number of Parking Spaces j. All Protected Trees Including: b. Structure Locations g. Proposed Underground Utilities (i.) Diameter of 4.5' above grade (DBH) c, Driveways and Walks h. Zoning Setbacks (ii.) Surveyed Location d. Parking Arrangement i. All easements and Rights -of -Way . (iii.) Species e. Required Number of Parking Spaces (iv.) Diseased or Insect Infested Trees k. Tree Barricade Detail & Locations 2. Protective barriers are required around all trees remaining on site during construction. These barricades must remain intact during construction. The barriers must meet City Specifications. B) REPLACEMENTS 1. Tree replacement minimum standards: 10' overall height, 2.5" caliper, Florida Grade #1. See inspectors note below to determine the number of replacement trees required. Replacements required within 30 days. I hereby certify that as property owner or as representative of the property owner, I have verified that the tree(s) sought to be removed is wholly on property owned by the above - identified property owner, and should it be determined that the tree(s) are located wholly or partially on property owned by some other person, then, I agree to hold the City of Clearwater harmless in any claim made for wrongful removal of such tree(s). I hereby certify that this application together with any plans submitted is a true representation of all facts concerning the proposed removal of the tree(s). Any deviation from th permit issued shall render it null and void and be considered a violation of the Community Development Code. Ake R0 N 1 /0 Signature of�ogw ee or applicant Printed Name P( ( Ve- ve 6 Address Agency Represe Ling OCL # ( (1aw4lt� �G . 1375q (727) 660 X900 (7 %x)49 -VJ5 City State Zip Phone /Cell Fax DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manager or his Designated Agent Z O D D O m Applicable Code Section: S —1 ZO S� Based on the Inspector's comments and information submitted, the above removal application is: 5Approved as Submitted 0 Approved- Modified as Noted Above 0 Denied Signed: Date: Community Development Coordinator or Designee /Inspector Valid for six months from the date of issuance. 1362.0001 -GC White - Planning & Development Services Yellow - Applicant Rev. 2-03 #6 Bars CONTROL STRUCTURE ACIStd. Hooks Required Each End Of CORE DRILI AND 36 L.F. 15" HDPE RIM EL. = 73.50 CONNECT 18" HDPE I WEIR EL. = 72.25 Straight Bars And Right End Of Bent 0 INV. = 69°00 INV. EL. = 69.30 Bars. 1800 Hooks, Canted 600 (+), On Odd STORM M.H. 4 6" Q. D. EL-- 7L._�g Bars; 90" Hooks, Down, On Even Bars RIM EL 7Z50 Numbered From Throat Side. I t-72,48 INV. EL 69.20 MES 6 2 3 I IN 1.30 kUNg) /-EXISTING 2' W.M (P 211 -------------- -7 72_ 7277 72,54 72.34 7. 7 WM - WM "0-, -�Y rMEN 7- q) 1123 T flAq, 2�57 1 tic BAGS OR I RIP -RAP 71,04 ALL UNDERGRIOUND WATER 72.94 7 TOP 94 - 0 72 9 I., -&-SEWER---SERMCES--TO-BF4--��, *6 Bar- DPAH C +73.29 V�' - - '?.03 -'06NED �TYP NO ACCESS 011Z 2 23 72,78 PLUGGED AND 12 ­C P 72-87 N� 7 2 40 IN THROAT 6B�82 C 2 COURSES OF SAND CEMENT 15 3- 6887 a Fp BAGS OR,)RIP RAP 15' \ �� 4� 7 W R€IA 2061 26 1 � . N 'q- - MES 7 E N G 7' --z cl, WE /---JINV. EL.= 71.30 z C\j m 72.1 erl:� 'CS)IR 1� -"-C. ";_ I (SUMP) �E E �4v -1 - IE S_ D AIL - 7P -434 i_� (71 F- qw�A�J_lj � "Z 5 -7 RIM '72 C IE Y1 *'.99 Z_ 4 72.73 sE E '63 26 INLET D-5 I I 1129 f RIM EL. = 74.00 --J--4- 730- *5 Bar AA OUT -2, 93 _ S" H C -72,37 V 0-5- 1228 2 4 INV. EL. = 71.35 us MES E INV, V. E�LL= 7 -T:;T- 'T FLL LL� I ­ 1. 71.50 �ICO 7103 7 6" '0 _71.50 73.30 1 2T5 !'V, 4 AF 1101e� 4- 72 99 L L 4 - - I LAJ REINFORCING STEEL DIAGRAM i L': CL F L = • _)'.) "; 1 0 1135 STORM POND- IQ2 SLAB OF INLET 60 -H '72,90 .*\j 6AT 72- TOB U') in IE N 69.42 E W BOTTOM= 71.50 Cr 6' ISTIN 11V ' 2' 73.35 1 1170 PLC 71 �R 72 90 74.40 -7 9 1- 72�5 6$t FE_ 6" 5' 727,86 7 7'� It PVC ROOF DRAIN i 10h N *5 Bars ` 1 0 e . Y" 2-20 74.15 Top Slab R ebar 72.55 Hooks Required 7 0 8" FLEXIBLE DRAIN PIPE => 122-1 PLi 46 Rx 1 17 1 74.6C z 0') 1.00% See Throat Detail And _i3 471 4- -T Const. Joints Permitted r 17 �41 P-,DDi' Reinforcing Diagram Fo II T_ �P[ 3.8 Hook Arrangement See CL TER­,A,CE + Between These Limits 1-,,257% 0 _j �FD x No. 2301 For Minimum U) PG Index 2%tr- 74- YARD DRAIN Horiz. Wall Reinf. 72 70 Dimensions. 72, 2 17' 7 Lr 72�75 (See Table 724 SAWC� & ATCH VE -.-3" Cl. (Typ.) I -44 Bars Q 12" Gtr. EXIST! VEMENT ATION 0 JPERI I NIA ,.4, --4-,12. C 3 r'a"' I 'FORATED FOUND S. 4 6 ANDSCAPING:__DRAIN 0, (F 113 71 37 +7 INLET D-131 CL 17, 7 2, RIM EL '74. 0 1172.'0 72. 175 71 LO 7, INV. EL. �91 I " 1 31 9 74.50 :'?2,5 7 PLL S E T71 +73. HC�%%' OF 75.90 REMOVE EXISTING INLET & -"Y'D U_,' I C, P A 7 1 -r "I" �"jc�m 7540 �i "113,34 1,A,f E75:�11001 RECONSTRUCT TO BE JUNCTION 73 OF'H�%PNRY'�,' AGNER BE SECTION BB BOX WITH A 15" R.C.P. STUB-0 0' 0, PH I ft ""R� 00 +73 7 y", t TYPE 2 CURB INLET ------ PER FDOT INDEX #2_10 'A"O O'D 74.5 4-74,7,` 071406 NCE 1575 F4 178 _t - 'Q0,NCRETE4A f MODIR CURB INLET RECONSTRUCT MANHOLE TOP TO :148' 4CE z F �� f `�� *-. 1_1 ''I '2- MATCH PROPOSED GRADE, AND 74-7 T' -7 TYPE I RXIT INDEX 12l 7' PARK! MOVE COVER OUT OF GUI L4-�J 1 1, U- AZ FTER 34 80" rd CA 4 3C f A )d6__,7`pti AND 6' 70 N, 9 7Z�66 120 -'L;THI7 WITH Yvvyr. + VIE'h I MW -iii E CL 00 76.30 J °a 97tEFT Ctj Of LO 7 5, 7 75.80 04 0� TE 74=65 'CONCREY DFR B F" i C 111 0, R E n! 3 Uj W 'AROP T Br- Ld 030 31F 0 4 6" SAN PLJX---, co 1 0' :3 68 .4 Z_AiL v INY��­ 6/9. 6 5 T LL: 1�57% '4000 psi THICK __'F i 0 _j 80� 4 vvr� 5.80 0 LL W 74,10 F, 750 GAL. 3 @ 7_5 . . . . . . REASE__. A, 75 2r, - 2 - ?h 2% MAX WESARL"( 150,O'C" HK ZL T i -4 El- R LY I I I ROOTS TO BE PRUNED 'e7 � N I I f, Z�' 11 11 ��% .1 ""P. ___' , , I -i -- i I �,' ­06 15- OFSW 1/4 'C t74. 0) 176.00 AT UTILITY AREA. f 0"M + 16 E LE S S E- :,S'Ffll�,I R @ 7b 2 9 E-P FOAD AND T jq TING TREE CANOPY 73 5 -33 EXISTING U 74 75.50 75 40 3. C 61 IT 3.537� + :�.43 7 4, 7' 7 \ r7 4 74.85 0 CD 27. 74.85 A 4- 7:� 6 6 AS, -1 FFE -172. 7 1 f T C 1 00% D.1,P. W.S. ,A274 crrl'� I 173. 3 7% PEI_ 74. 0 p p (1) METER & BACKFILOW PREVENTER =h NT E4 INSTALLED BY CITY AT APPLICANT 73,18 1 F F_ I X' L 16 1 al, - " 1 0, z4- +7473 40 EXPENSE. INf;9JD1N_G 4 CONCRETE PAD pE N 68_3 cmc mr-p%tw arc= *PKi R AW Si n-m- LiL12-7- 7/4. mrr� ON Come FM J'" -------- --- - ------ 73 MATCH EXISTING TRAFMC SIGNAL [2-01 1001 22 'R I , t CORB & GVTTE -,4,43 0 S'A&',�ER� C.O. (TYP.) e. Box 6SOM _>R�(Fl SS -Is F'­ S e-t-w S C swkf� ST 'y" DS i......... .. ... 9'Z �e! I 7- ADJUST INLET,/ 0 GRADE:-- Ti 1. 0 17 L4 7-, IL2 FPP 1/2 7-, .4 MODIFIED TYPE 3 INLET. SEE DETAI"i �,44 7 3j!�_3_7,t73 7 L CAP WITH 0. 7 cv�- COVEEL PC X-4�25�)- 5. 73, Z� 4 • - - - - - - - rMT-A7DUILT "1 4 t -L - o -5 EXISTING 8" W.M. I-V �1'1 E - - - - - - - - - - - - TING 8" SAN. 72,34 EXIS C co I S INLET1D-9 SIDEW LK CROSS %0PIZ, P I LET D-2 ne - ._ -------- - - ® - - - - - ®-° ®.- -_.__- GN NG WITHIN DRIVEWAY BE 72. �'iS t I V. EI, 4- -71 50 A RIM INV. El. 71.55 MAX 2.00% IM EL. T - - - TIJB7 RIM EL. 74.00 10 C14 RE �'HYD A IE N 6'17,04 R. N A L�'_' a CONCRETE A DR] ITY 1Nl1EX`' 402 2 PLL3 PLL3 L� y', RIM EL. DREW STRE PARKING ETC TO BE 1} 2-x8' TAP1iiGrtVE ET (C.R. 528) INV. V. EL. 71.50 1-5q 100. 0 1 R 3000 psi AND 6" & VALVE INSTALLED ­13 --CITY X 1 14 ��_j f� �� T i 1472 T APPLICAN �_E 11 ____A� EXPENSE �94 71-L52 SAWCUT &ANATCH 471 2, _E EN T 5 EXISTING PA9 M INLET D-10 3C P calc :R_M____ELT=! 74. GO' 6 L' -Et::­71-.6 ai CD 7-1-67 14 71 C' 0 Ni C �'i _�"IAN' �LT IL400 R____ C�l 'T 14 Go 173 _�2, L3EJ 2 --------- C14 PL� 73,02 UTILITY NOTEEES 1. CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. 1-1 A -M A C- 7. THERE SHALL BE 71' FEET IN FRONT OF AND TO THE SIDES OF THE FIRE 1�11 GRAPHIC SCALE 20 0 10 20 41 IN FEET 1 inch = 20 ft. wiN SS EXISTING SANITARY SEWER ._ EXISTING WATER MAIN OVER FILTER MEDIA EXISTING SANITARY MANHOLE LTER PROPOSED VALVE J/K4 PROPOSED WATER METER ENVELOP PROPOSED BACKFLOW PREVENTOR PROPERTY LINE SS PROPOSED SANITARY SEWER FS PROPOSED FIRE LINE & FDC W PROPOSED WATER BOTTOM 71.50 PROPOSED STORM SEWER FILTER BLEND SAND & WELL POINTING. 4. -------- UNIFORMITY COEFFICIENT - 2.8- 1' MIN. 30 MIL PVC PERMEABILITY = 4.82 FT./HR. LINES OVERLAP WITHIN AMACO 45/45 FILTER FABRIC ENVELOPE T.O.B. 74.00 TREATMENT ELEV - 72.25 NO SOD IS ALL OWE) 0ABRIC NO. 57 ROCK WITHIN AMMO OVER FILTER MEDIA • • LTER 4 FILTER ENVELOP FW15C ENVELOPE C= PVC LINER NO LIMESTONE TREATMENT POND z 0 ALLOWED. BOTTOM 71.50 6' &D.S. WITH SOCK Uj Lu! I­ z 114V 70.50' ENVELOP E WITIN Lo in NC - UNI:R Q0 0.25' 4-NON PENETRATING PICKHOLES BOT. EL 70.25 Y\ 30 MIL P.V.C. LINER FILTER SAND DATA CLASSIFICATION: SP (ASTM D-2487) -2 COEFFICIENT OF PERMEABILITY: 4.03 x1O CM/SEC EFFECTIVE GRAIN SEZE: 0.25 mm UNIFORMITY COEFFICIENT: 2-80 PERCENT PASSING #200 SIEVE - 0.3% UNDERDIRAIN DETAIL mm YEAR I 2" RAISED OR DEPRESSED I WEIGHT IDENTIFICATION NUMBER TOP VIEW BOTTOM VIEW NOTES: 1. THIS COVER IS ADI TO BE USED FOR SANITARY SEWER MANHOLES. 2. THIS COVER MAY BE USED WITH FRAME TYPE 1, 11 OR III AS DETAILED IN FDOT INDEX No. 201. THE ACTUAL FRAME M BE USED SHALL BE AS SPECIFIED IN THE PLANS. 1 MATERIALS AND FABRICATION SHALL CONFORM TO SECTION 42 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION 4. COVERS FOR UNDERDRAJN CLEANOUTS SHALL BE LABELED UNDERDRAIN AND NOT STORM SEWER. 5. COVERS SHALL BE U.S.F. TYPE X OR EQUAL (200 LBS. MINIMUM) GRATE ELEV. --73.50 WEIR ELEV. -72.25 SECTION A-A N. T. S. 173.0 72.0 1. 5 O�� \ i 0 • CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING KEITH ZAYAC & ASSOCIATES, INC. ( 7 2 7 ) 7 9 3 - 9 8 8 8 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 4 i 0 • CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING KEITH ZAYAC & ASSOCIATES, INC. ( 7 2 7 ) 7 9 3 - 9 8 8 8 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 Uj I C= 0 z 0 Z21 LU Uj Uj Lu! I­ z Lo in Q0 z a) 5 Q0 Z SHEET NO. • OF 11 co co E--i E­4 0 0 Q0 4 rra 0 LO LU z • C\2 W • W • 0- it Uj I C= LLJ W z 0 Z21 LU Uj Uj Lu! I­ z in < LLJ _j z a) 5 SHEET NO. • OF 11 L-Al E� 9 2 elm M QJ M Jd O o E O E M 7Z4S EXISTING 2" W.M. 72�_18 2.77 M "J 72,54 -'WIM 2- 2 1 L11 P1 40 f 29 72,12 7194 'z Z 1016 '7 2,23 '+' - *'. 72.78 - - - 133 17 12 MROA 2 v 2 11 e i7 j,2 +72 12 'R "qc ME 3 P 72° 87 "Etf- 21.1 �/OB 6&82 15 )s T$ 7 .8� 1- '7' 6 8,8 UH A Pf�r', 73 15 2.2 155 2061 J72.2 I E N = 59,57-, 73.40 _'-472_-, TR"I'lls! IE E = E, J� 21 tF T-1 IE S = 65 2 343 ;w I 7 T 6 IE W 5 99 7 72. Q_ 4 4- 90JOYP,F) 72.73 k 2- 8 1 A S 4 r y 1228 12 4�72.37 73.0 13E21 +'72*911 u 'LL 2.0 ko '3. 0'3 17,L-12 5 71.50 Z '7 9 w - 1071 7��j�� -71 3G 12�6 3 -3.21 + 90 7' 7 72 99 - - t 1629 PL 27.4 - _D T STORM R! POND-" TOB 74.00 72XI 1, BOTTOM= 71. PO S IN 11 W. 070 7,3.-,5 73.23 2 PLL EBB 71 5 El 7 -20 73, 0 +72 2 74.40 •PIT) -1 2. E, w 0 7 18 "1, M As < 72.6 '255 +_ 7 C80 7 J 74.6C 7j,64 1 30 7 .41 F! R. A D D 47 TO TE `,,1, P L l 73.80 "\v :K LR_6 P B 1 P 74- (1 72.75 B i 0 K D 72,4 ATCH A VE VEMENT � [,,, - I a. NIA _O 7 4 7 09 4 4 N- L 7 T = 7_4 3",Q N p$j 3 4 li4 / 71 40 1 0'(F) 4 1 7- ;;w �zo I - � 72.' 0 G1 7 14 -2 2 �'E P� Z Sf9 L) 4 1032 Rig 1 75 GO�fj� Z4:. 4 4 1-26 1 -9 73-62 �2 - 12� N = 3.91 74.50 -�434 -27 7,353 u, z PEL I se ,2.74 S = GA 1D +73. 3 75.90 Lit F o3)" YD F.V u 1", 1. L' N F� R T i I CIR 59 BE' 73- LA, '75 40 q1' � I t,l -1. W A G I'l E R D 11 PAR7 IDNE OF F C MIERL',6'. OF H�-, R RY FC L'I E R L F 0. PHI 11 + L S. T,14 S 5-` 91�� 4 73 +7 M-1 9 -T, D uj Lo • V, 111K� C D V 81 'I 40714Cj�a 7 .5 14, 74. ;7,.51 �j I 1575 - c -W 11DRI 4 '4 ------ 75CON CRETE 8 2 �19 X' wE IR 11L ,4.39 2 8 D D Emm GA 7 1 6 4SO L-4 ------ W4 PARKiff M 120 1 'OXIP414�' - I Z66 3066-��pj§T AND _C L L 75.00� NCE F FFF-75 73HI'CK WITH WWF. 221 76.30 STv Fr 75 78 7 75.80 ,Chj A Rv 6 =6 5 1� LJ 'CONCRE ti P F, I c k. & tAOOPY. T B CRETE �TORE+ �AOOPY, T 3,bn SF 4000, psi -- ---- 225 TI FUCK F. "-.40 3168 4'� so, 7a 75.30 5: G5 a _j 74-10 11, -J 733. F5 BLD 7 5 20 -4- jP 75 Zrl -7- 1 2 _0 2% MAX 3�7 K -1 Li T H Er,' L Y L I - ' 1w "OF 1) 1 4 0F SAI R; 4 Dr. F75-73-5k F7_6_0_0_�-, 7 BO E LESS E lc� 7 ­ @ D"' FP PC )AD AND !_,'RE k ',' [F!��T E 73.5 E, �"L) 73 7 3 74.40 %'2 3 75 7 .40' 0 74 �4 4 4­4 k� 74.85 0 F7-4., FTEFi:' 1�c 1/224- PP PL A T- ILA, 73/18 i j 4=2 'jf: n7�14 1 7'�� 1 r' L4. :wl� I -- G1 L � j'� ­45 \ -,&36 74.00 I E N T hzcwx rizLo_j� +J�' 2M CoNc 1--T 74.15 00 Ef, 2 i/ %M I i 41�1,111_12ri ( MATCH EXISTING SE OFI TRAMC 9 CURB & GUTTER ___-4-74,22 7 4. 4 9oxL i ,r,' NTH F B, OF *.7c- ;IN _S�S �71 SM& 22 I'l- F) WHAL j 4 r;2 "z t 1 FQP 1 -'2" 09 4 7f- 7 4- 44 7 2 A Mw 71 1,7 777 7, G I E S 69-18 SIDEWALK CROSS SLOPE,- so Z WITHIN DRIVEWAY r E' Ri%t 7 2. 6�6 MAX 2.00% 14657 1E N' 6 + A\\� X CONCR PLL3 PLL17 ------- - -------- CRETE AT DRII�E TRAW ON ES�_'A1­SLES_,___ DREW STREET (C.R. 528) PARKING ETC TO BE F/w 3000 psi AND 6" 1459 0, 1472 -LI-2, 471 � tF��� P 29S--- 16E 1451- 73.67 P _7T7 -�73.77 1452 - - 3,62 PLL. PLL. 171`1 q i 59 13- t ---- ----- 42 7 0 5.8 11 721- 2 EXISTING TREE CANOPY ran j P �_E 71\ J_ I 72.86 ".V rEXISTING 8" W.M. EXISTING b SAN. S_ 95 7; IA' 7 SAWCUT &ScAATCH EXISTING AqEMENT L ?tEQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS 40D-4 AND 40D-40, F.A.C. INITIATION OF CIVIL PENALTY PROCEDURES *URSUANT TO SECT`ION 373.129, F.A.C., CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE NTH EACH DATE DURING WHICH SUCH VIOLA11ON OCCURS CONSTITUTING A SEPARATE OFFENSE. GRAPHIC SCALE 20 0 10 20 40 IN FEET 1 inch = 20 ft 1123 TOP = 72,94 72.94 WH C 111111111 NO k1CCESS 4_1128 �_t72-48- THROAT RIM 72,61 IE E 63.26 1129 1 0 c _SS I FS 1135 w PROPOSED WATER RIM, -72,90 \.jHPOAT IE N 69,42 7290 DW-i 9 M 7Z4S EXISTING 2" W.M. 72�_18 2.77 M "J 72,54 -'WIM 2- 2 1 L11 P1 40 f 29 72,12 7194 'z Z 1016 '7 2,23 '+' - *'. 72.78 - - - 133 17 12 MROA 2 v 2 11 e i7 j,2 +72 12 'R "qc ME 3 P 72° 87 "Etf- 21.1 �/OB 6&82 15 )s T$ 7 .8� 1- '7' 6 8,8 UH A Pf�r', 73 15 2.2 155 2061 J72.2 I E N = 59,57-, 73.40 _'-472_-, TR"I'lls! IE E = E, J� 21 tF T-1 IE S = 65 2 343 ;w I 7 T 6 IE W 5 99 7 72. Q_ 4 4- 90JOYP,F) 72.73 k 2- 8 1 A S 4 r y 1228 12 4�72.37 73.0 13E21 +'72*911 u 'LL 2.0 ko '3. 0'3 17,L-12 5 71.50 Z '7 9 w - 1071 7��j�� -71 3G 12�6 3 -3.21 + 90 7' 7 72 99 - - t 1629 PL 27.4 - _D T STORM R! POND-" TOB 74.00 72XI 1, BOTTOM= 71. PO S IN 11 W. 070 7,3.-,5 73.23 2 PLL EBB 71 5 El 7 -20 73, 0 +72 2 74.40 •PIT) -1 2. E, w 0 7 18 "1, M As < 72.6 '255 +_ 7 C80 7 J 74.6C 7j,64 1 30 7 .41 F! R. A D D 47 TO TE `,,1, P L l 73.80 "\v :K LR_6 P B 1 P 74- (1 72.75 B i 0 K D 72,4 ATCH A VE VEMENT � [,,, - I a. NIA _O 7 4 7 09 4 4 N- L 7 T = 7_4 3",Q N p$j 3 4 li4 / 71 40 1 0'(F) 4 1 7- ;;w �zo I - � 72.' 0 G1 7 14 -2 2 �'E P� Z Sf9 L) 4 1032 Rig 1 75 GO�fj� Z4:. 4 4 1-26 1 -9 73-62 �2 - 12� N = 3.91 74.50 -�434 -27 7,353 u, z PEL I se ,2.74 S = GA 1D +73. 3 75.90 Lit F o3)" YD F.V u 1", 1. L' N F� R T i I CIR 59 BE' 73- LA, '75 40 q1' � I t,l -1. W A G I'l E R D 11 PAR7 IDNE OF F C MIERL',6'. OF H�-, R RY FC L'I E R L F 0. PHI 11 + L S. T,14 S 5-` 91�� 4 73 +7 M-1 9 -T, D uj Lo • V, 111K� C D V 81 'I 40714Cj�a 7 .5 14, 74. ;7,.51 �j I 1575 - c -W 11DRI 4 '4 ------ 75CON CRETE 8 2 �19 X' wE IR 11L ,4.39 2 8 D D Emm GA 7 1 6 4SO L-4 ------ W4 PARKiff M 120 1 'OXIP414�' - I Z66 3066-��pj§T AND _C L L 75.00� NCE F FFF-75 73HI'CK WITH WWF. 221 76.30 STv Fr 75 78 7 75.80 ,Chj A Rv 6 =6 5 1� LJ 'CONCRE ti P F, I c k. & tAOOPY. T B CRETE �TORE+ �AOOPY, T 3,bn SF 4000, psi -- ---- 225 TI FUCK F. "-.40 3168 4'� so, 7a 75.30 5: G5 a _j 74-10 11, -J 733. F5 BLD 7 5 20 -4- jP 75 Zrl -7- 1 2 _0 2% MAX 3�7 K -1 Li T H Er,' L Y L I - ' 1w "OF 1) 1 4 0F SAI R; 4 Dr. F75-73-5k F7_6_0_0_�-, 7 BO E LESS E lc� 7 ­ @ D"' FP PC )AD AND !_,'RE k ',' [F!��T E 73.5 E, �"L) 73 7 3 74.40 %'2 3 75 7 .40' 0 74 �4 4 4­4 k� 74.85 0 F7-4., FTEFi:' 1�c 1/224- PP PL A T- ILA, 73/18 i j 4=2 'jf: n7�14 1 7'�� 1 r' L4. :wl� I -- G1 L � j'� ­45 \ -,&36 74.00 I E N T hzcwx rizLo_j� +J�' 2M CoNc 1--T 74.15 00 Ef, 2 i/ %M I i 41�1,111_12ri ( MATCH EXISTING SE OFI TRAMC 9 CURB & GUTTER ___-4-74,22 7 4. 4 9oxL i ,r,' NTH F B, OF *.7c- ;IN _S�S �71 SM& 22 I'l- F) WHAL j 4 r;2 "z t 1 FQP 1 -'2" 09 4 7f- 7 4- 44 7 2 A Mw 71 1,7 777 7, G I E S 69-18 SIDEWALK CROSS SLOPE,- so Z WITHIN DRIVEWAY r E' Ri%t 7 2. 6�6 MAX 2.00% 14657 1E N' 6 + A\\� X CONCR PLL3 PLL17 ------- - -------- CRETE AT DRII�E TRAW ON ES�_'A1­SLES_,___ DREW STREET (C.R. 528) PARKING ETC TO BE F/w 3000 psi AND 6" 1459 0, 1472 -LI-2, 471 � tF��� P 29S--- 16E 1451- 73.67 P _7T7 -�73.77 1452 - - 3,62 PLL. PLL. 171`1 q i 59 13- t ---- ----- 42 7 0 5.8 11 721- 2 EXISTING TREE CANOPY ran j P �_E 71\ J_ I 72.86 ".V rEXISTING 8" W.M. EXISTING b SAN. S_ 95 7; IA' 7 SAWCUT &ScAATCH EXISTING AqEMENT L ?tEQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS 40D-4 AND 40D-40, F.A.C. INITIATION OF CIVIL PENALTY PROCEDURES *URSUANT TO SECT`ION 373.129, F.A.C., CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE NTH EACH DATE DURING WHICH SUCH VIOLA11ON OCCURS CONSTITUTING A SEPARATE OFFENSE. GRAPHIC SCALE 20 0 10 20 40 IN FEET 1 inch = 20 ft • 4•00 PSI CONCRETE PAVEMENT LEGEND EXISTING SANITARY SEWER 111111111 EXISTING WATER MAIN EXISTING SANITARY MANHOLE c\j PROPOSED VALVE J/M4 PROPOSED WATER METER PROPOSED BACKFLOW PREVENTOR 0 PROPERTY LINE _SS PROPOSED SANITARY SEWER FS PROPOSED FIRE LINE & FDC w PROPOSED WATER PROPOSED STORM SEWER • 4•00 PSI CONCRETE PAVEMENT 12" COMPACTED SUBGR•DE • •8% MAX. DENSITY 6" 4000 PSI CONCRETE PAVEMENT DETAI NTS 3" MIN. • 3000 PSI CONCRETE PAVEME 111111111 '6*rjoiraj r WIN odn' c\j 12" COMPACTED SUBGR•DE • •8% MAX. DENSITY 6" 4000 PSI CONCRETE PAVEMENT DETAI NTS 3" MIN. • 3000 PSI CONCRETE PAVEME 12" COMPACTED SUBGRADE TO •8% MAX. DENSITY 6" 3000 PSI CONCRETE PAVEMENT DETAIL a 8" 4000 PSI CONCRETE PAVEMENT CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING WWW.KEITHZAYAC.COM EB 9351 - LC 2600212 111111111 I FrIVIN-Aro. , r"'JoraAl. io 0 c\j 12" COMPACTED SUBGRADE TO •8% MAX. DENSITY 6" 3000 PSI CONCRETE PAVEMENT DETAIL a 8" 4000 PSI CONCRETE PAVEMENT CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING WWW.KEITHZAYAC.COM EB 9351 - LC 2600212 lime 111111111 c\j 0 C= z 0 Lu 30 uJ cn Z_ o (D M z 2 Lo 11111nmumiff ui ui 0 ad C.0 II Lu ui Z Lu CL cn c/) z M D • SHEET NO. OF z Lo• 0 • C\2 z • lw w • 0- U) r. lime 111111111 c\j 0 C= z 0 Lu 30 uJ cn Z_ o (D M z 2 11111nmumiff ui ui 0 ad II Lu ui Z Lu CL cn c/) z c\j 0 C= z 0 Lu 30 uJ cn Z_ o (D M z 2 ui ui 0 ad II Lu ui Z Lu CL cn c/) z M D SHEET NO. OF -4 c 2 3C EXISTING TREE CANOPIES 7L48 TO REMAIN R ADE EXISTING 2" KM� 72 77 1 2 72,J1 2 W �-M wm m 1123 IF 1 91 -12.57 1008 72.94 PL ';972 -�o 72,29 721�1 'TOP 72.94 71 q4 DI'M C +73.29 NO ACCESS 1� 016 -2 23 72A b 1128 7 -7- 7 8 71 ou -r-72,12 ft�724&- 4ROA 72,25 THROAT 11� TO P 7187 7 0 T- 7 X, Z2,2 ,MH A -- — - ------ R I K11 73 - ---------- 206 t 14 2,2 I E N 5Si,57- 73, k 2 Z3 TRV SIR IE E 6J�21 7 #A* A7, 51 C -i 72.22 E S c J�65 '219 3 2 i 11 t7-t RIM 99 7' �s I- - A-, �42 7--7 IE E 63.26 5 1129 se CLAY L 1228 72- 2 B c> 3:z1 +98 7L42 73.06 2 J wv, 7, 1,45 3.21 U 72 99 2 R T5 T RL 71� 4 CLO 0 C (- I miff --j < 7 ,j 1135 1 m 27-3 TEMPORARY SILT RIM 72 90 HROAT //,-FENCE';'LOCA-nON IE r C9.42, 4 E IST1N 11Z W. jo7o 7 73.2' (TYPL 2. 11-30 1 -c) �-7BR 319- 7290 PLL DVH B 01 cc; 1 72.5 • (J SAW LIT ISTING 03 b 13,7 VALL Y C B PL 7� E, 7, 0 73 .55 C L uL 2 c C) 1227 L -7 5 �3 lo� 27 011 .41 - a: 7 26 CONTRACTOR SHALL REMOVE WD OCATE _,72 2 T' "F'[ --E' OVERHEAD WIRES AND POLES S E ESSARY 12 1425 (TYP 120-11 72 'r 7' CONTRACTOR TO RELOCATE LD 72�75 LOC" POWER POLES AS NECESSARY - ", 1 1 2�4 TO FACILITATE CONSTRUCTION. 1131 # E 72 8- 7 34 -2 0,9 72,4 L 4 .4 1206 C 9 172.8 3,x3" 7", �Q'� P'� �2- TS r REMOVE EXISTING INLET & 17 J 1r a OL SIR x RECONSTRUCT TO BE JUNCTI 72.54 S- Lq 9 -2 2'51 E GL1 72. S 5 00, E30X WITH A 15" R.C.P. STUB 1226 1 21 -A li2.59 - -'L - ; 7153 01 NG BILLBOARD 7Z� 7 "LL `3 EXISTI 13.' 5 206 6A 1188 TO BE REMOVED 'Z74 = 68� +73,00 UNE .0F LA.N0 ir--);:- D N G 4f,41D IH R F?, T i N" CF L MND NC' Op 73 FORMERL R R "�N, 'N �NE- A -1 P APT L]NIE C"F I- N 1.16 F AC D +7 B F3 - I --'R M E R L- '1 0 PHIL 46 *12 '9-- + 7 t7 SW 59,9" 7 3,19 1 7- -4 + Tr- 7-3 69 ANTF BR F L& # 4 Al C) C) D #18 2 BLM�L �_�4 r�' ` �_ U41% 82 ie 6m F 74,39: 9 4_ 34 4 0 'V - 1201 72.66 #13 .viV Qt [ 221 POF #16' w IFENCE ATIPN (TY x 225 VJ - n 41 -7 0 REM�VE EXIS '2-99 CON RETE Sr e 3 L 3.O7 ASPHALT PA' 7 % 1_ 3't 4-- �PA 5 j 7' oe EXISTING TREE CANOPY V223 3 -�77 - # 6 14 4� o 77 0 0 ' 24 -F7 �< /2 ROOTS TO BE PRUNED PL L 73.1` SS AT UTILITY AREA < izy GRATE IN Lt (rLUSH) -4-73-54 t 777 v 36,Z"X,3" A, NOT ASBUILT Emu 6112:0 I 11\1 I 4 LELCH,�tZl --7 '<E I S SID j G S I R TO N Z- PLL3 PL13 DREW STREET (C.R. 528) PLL2 1454 -E--W 1451 73," P 74,- 6D CONC 371 7 1452 3-7 - 3.62 R-L L LL 7102 7:3 30 10 INCHES ga ATTACHING TWO SILT FENCES APPROXIMATELY 8 Ld----- EJ INCHES OF FILTER PLACE THE END FABRIC MATERIAL POST OF THE MUST EXTEND INTO SECOND FENCE A TRENCH AND BE INSIDE THE END ANCHORED WITH POST OF THE COMPACTED FIRST FENCE BACKFILL MATERIAL Cabbage Palm 17 ROTATE BOTH Cabbage Palm POSTS AT LEAST 28" 180 DEGREES IN RUNOFF A CLOCKWISE Hong Kong Orchid DIRECTION TO 14" CREATE A TIGHT 21 SEAL NTH THE Camphor FABRIC MATERIAL 10 INCHES ga �-/, �-/, , DIRECTIOA OF R N., (MIN) APPROXIMATE DRIVE BOTH 4-INCH BY POSTS ABOUT 10 4-INCH TRENCH INCHES INTO THL 7" GROUND AND 8 BURY FUP TEMPORARZY SILT FENCE DETAIL -- -------- -Z 2 I S C-9,18 SAWCUT EXISTING F7,1 1 -72.66 VALLEY CURB 472 rt &LL2 SPACING OF POSIS FILTER FABRIC TO BE 6-10 FEET APART MATERIAL ff t - 1µ 1 -7- (2 Qjk7 14 9 U FOR ADDITIONAL STRENGTH FILTER FABRIC MATERIAL CAN BE ATTACHED TO A 6-INCH (MA MESH WIRE SCREEN WHICH HAS BACKFILLED TRENCH BEEN FASTENED TO THE POSTS XISTING 8" W.M. EXISTIN G -- 8 11 SAN. AT P L2 492 o 72 -'8 TREE REMOVAL LIST Tree Number Size Type 6 8- Laurel Oak 7 7" Laurel Oak 8 6" Laurel Oak 9 6" Laurel Oak 10 19-,15-,19" Laurel Oak 16 Cabbage Palm 17 - Cabbage Palm 18 28" Laurel Oak 19 8',8',4" Hong Kong Orchid 20 14" Laurel Oak 21 19%12- Camphor 22 13" Laurel Oak 23 43" Laurel Oak 24 191, Laurel Oak 25 1011 Live Oak 26 51, Live Oak 27 10" Maple GRAPHIC SCALE rio 0 10 20 40 (IN FEET 1 inch = 20 ft. �11 • :8 07.0 1 MIN a oil CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING KEITH ZAYAC & ASSOCIATES, INC. 8 8 8 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 PROJECT #: 528-06 C\j ORGINAL DATE: 1027.06 i C= z i LU (1) LU co HAZ 90 (D m z M LL LU W 11 0.5 � 0 IIJ IIJ I-- z CL Cl) C/) < W -j Im z D Lom Co Co E--4 z U.) 0 0 • w 0 It PROJECT #: 528-06 C\j ORGINAL DATE: 1027.06 i C= z i LU (1) LU co HAZ 90 (D m z M LL LU W 11 0.5 � 0 IIJ IIJ I-- z CL Cl) C/) < W -j Im z D PROJECT #: 528-06 ORGINAL DATE: 1027.06 CHECKED BY: KEZ DRAWN BY: HAZ SHEET NO. 3 OF 11 5 • I m TkOfflaq Ll 20 0 20 40 SCALE 1 JPp = 20" #1 Illy STORMWATER PO TOB = 74.00 BOTTOM= 71.50 9.1 • . rzil rol • PROPOSED OREEN SPAGI -7% = 5.F. PROP05ED 6REEN 5PAGE 15! WIDE BUFFER Fa-_-4gpa�� I roA =9 -14 M [01VA0 yj HARDWOODS W. 122 * f r , _, 1 1: 4 �" -0 1 OFMRA=OR5 AND CONTRAC-TORS M MAKE IT LK>gr LLI I. PLANT NO HEAVY EQUIPMENT INSIDE BARRIER- ONLY HAND LABOR. 2. PLACE NO C,0145TRI)OTION MATERIAL OR 501L DEP05IT5 IN51DE BARRIER AREA. By O55ERVINry THESE TWO SIMPLE RULES, A TREES CHANCE FOR SURVIVAL 15 64;ZEATLY IMPROVEDI SPECIFICATIQNS OF IN5TALLINa 6 BARRIER I. MINIMUM RADIUS TO BE PROTECTED: PH rT A. PINES - DRIPLINE OR 61, WHICHEVER 15 C7REATEfz_ 0 U 7 B. ALL OTHER TREE-5 INCLUDING HARDI,40OP5,2/13 OF THE DRIPLINE OR 6' ,4 P4 WHICHEVER 15 6REATER. 2. METHOD OF ERECTION (SEE DIAef;ZAM) rd!� 6TA A. MINIMUM HEI6+1T OF UPRIGHTS 3' AND NO LE55 THAN 2" X 2" LUMBER. P4 H B. UPRI&HT5 SHOULD BE 5PACED AT NO MORE THAN 41- 51 INTERVALS. C. HORIZONTAL MEMBERS OF NO LE55 THAT I" X 4" LUMBER. u EgF PERMIT cn U P4 0 65 <� I. BARRIERS ARE TO BE ERECTED AROUND ALL TREES 4" DBH AND GREATER TO REMAIN. r-"---4 THIS MUST BE DONE BEFORE CON5TRUCTION, GRADING, OR ANY TREES ARE REMOVED. 0 2. BARRIERS- ARE TO REMAIN IN PLACE UNTIL ALL PAVING AND CONSTRUCTION AREA pq DONE AND HEAVY EQUIPMENT 15 OUT OF THE AREA. u 3. TREES 4" D5H AND CZAREATER THAT ARE LOCATED WITHIN 10' OF THE LOT UNDER CONSTRUCTION SHALL ALSO BE PROTECTED BY A BARRICADE. Lo z 0 0 'o r 1.4 co co 1:4 co EX15TINO TREE L, ... ULAT10N5 EXISTING TREES To BE REMOVED - Ici + 25 + 14 + 4 + 13 + 10 + 5 + 10 43 l4ro" co u E-1 co PRE5ERVED TREES ON SITE = Il" + -711+1'7" 55" GREDIT a"" m C4 14ro" PEFIGIT (REMOVALS) - 35" GREPIT (PRESERVED) = 111" DEFIGIT cn SEE SHEET LA-2 FOR PROP05ED TREE INGHE5 �D E-1 C:) 0 co 2 Z < w TABLE OF EXISTINO TREE5 < 0 Z Lo < z TAG # ClowoN NAME E30TANIGAL NAME P13H TING RA REPLAGEMENT 5TATLJ5 0 0 I BOTTLEBR1,61­1 GALL15TEMON GITRINU5 4:1118ll 2— a- a. 2 GM313AC5E PALM 5ABAL PALMETTO - 3 —LAUREL OAK GVERC115 LAURIFOLIA 2611- 5 < 0) cr) 4 LAUREL OAK 6VERCU5 LAVRIFOLIA 14 11 3 5 z �_ I­_ z 5 LAUREL OAK GUERCV5 LAURIFOLIA 17" 3 5 Lu ® 0 <Z CHERRY LAUREL PRUNU5 GAROLINIANA It R 0 0 3: z -0, 0 GHERPY LAUREL PRUNU5 GAROLINIANA I I R w ce G LAUREL PRUNU5 GAROLINIANA 6 W a. 1 R cL a. U) G LAUREL PRUNU5 GAROLINIANA & I R < < —_ 10 LAUREL OAK GOJEPCV5 LAURIFOLIA lqll,15",Iq" 3 1(1- R W-0 (0-0 luo, 11 5LA5H PINE PINU5 ELLIOTTII 5 W>Ui s 12 5LA5H PINE PINU5 ELLIOTTII "7 3 5 Q 9 9 6 c%j co F_ c" 9 —, 13 LIVE OAK GUERGU5 VIRGINIA 13 3 5 It GLERGU5 LALRIFOLIA 18 3 5 15 C1 c� < 14 LAUREL OAK QUEEN PALM 5YA6RJJ5 ROMANZOFFIANA z GLEEN PALM 5YA6R6 ROMANZOFFIANA 3 R w w > U) 0 z cf) **Q I�i PALM 5YA6RU5 ROMANZOFFIANA - t R 18 aEEN PALM 5YA6Rb ROMANZOFFIANA - 3 P, IQ LAUREL OAK GUERCV5 LAJJRIFOLIA 28 3 28 R 20 LAUREL OAK QUEPCV5 LAURIFOLIA 14 3 14 R 21 HONG KONG ORGHID BAUHINIA BLAKEANA 8 ",61,411 I R 22 LAUREL OAK WERCV5 LAURIFOLIA 4 3 4 R % 23 LAUREL OAK QUERCV5 LAURIFOLIA 13 5 13 4 24 CAMPHOR GINNAMOMUM CAMP HORA I a 25 Ll\/E OAK GVERGU5 VIRGINIA 10 5 10 PROJE #7 1 05265 26 LIVE OAK QUERCV5 LAURIFOLIA 5 3 JZ�7 ORGINAL kATE: 1.01.06 uj 21 MAPLE AGER RIBRIM IOU 3 CHECKED Y: LAU It I "o F_ 28 LAUREL OAK GUERCAb LAURIFOLIA 43 3 43 R DeN AU TOTALINCHE5 8,13L11, 146 Vie cveA Lu V I C) LA-1, z CD Z -,A- -d&- -d&- -41,L- -I&- -diL- -.&- -A, At, AL� A6� "L_ 'Ah, AL� AL AL, AL Ak� AIL N ul I OAK PALM 4 PINE 1 f3OTTLEBRU5H Fa-_-4gpa�� I roA =9 -14 M [01VA0 yj HARDWOODS W. 122 * f r , _, 1 1: 4 �" -0 1 OFMRA=OR5 AND CONTRAC-TORS M MAKE IT LK>gr LLI I. PLANT NO HEAVY EQUIPMENT INSIDE BARRIER- ONLY HAND LABOR. 2. PLACE NO C,0145TRI)OTION MATERIAL OR 501L DEP05IT5 IN51DE BARRIER AREA. By O55ERVINry THESE TWO SIMPLE RULES, A TREES CHANCE FOR SURVIVAL 15 64;ZEATLY IMPROVEDI SPECIFICATIQNS OF IN5TALLINa 6 BARRIER I. MINIMUM RADIUS TO BE PROTECTED: PH rT A. PINES - DRIPLINE OR 61, WHICHEVER 15 C7REATEfz_ 0 U 7 B. ALL OTHER TREE-5 INCLUDING HARDI,40OP5,2/13 OF THE DRIPLINE OR 6' ,4 P4 WHICHEVER 15 6REATER. 2. METHOD OF ERECTION (SEE DIAef;ZAM) rd!� 6TA A. MINIMUM HEI6+1T OF UPRIGHTS 3' AND NO LE55 THAN 2" X 2" LUMBER. P4 H B. UPRI&HT5 SHOULD BE 5PACED AT NO MORE THAN 41- 51 INTERVALS. C. HORIZONTAL MEMBERS OF NO LE55 THAT I" X 4" LUMBER. u EgF PERMIT cn U P4 0 65 <� I. BARRIERS ARE TO BE ERECTED AROUND ALL TREES 4" DBH AND GREATER TO REMAIN. r-"---4 THIS MUST BE DONE BEFORE CON5TRUCTION, GRADING, OR ANY TREES ARE REMOVED. 0 2. BARRIERS- ARE TO REMAIN IN PLACE UNTIL ALL PAVING AND CONSTRUCTION AREA pq DONE AND HEAVY EQUIPMENT 15 OUT OF THE AREA. u 3. TREES 4" D5H AND CZAREATER THAT ARE LOCATED WITHIN 10' OF THE LOT UNDER CONSTRUCTION SHALL ALSO BE PROTECTED BY A BARRICADE. Lo z 0 0 'o r 1.4 co co 1:4 co EX15TINO TREE L, ... ULAT10N5 EXISTING TREES To BE REMOVED - Ici + 25 + 14 + 4 + 13 + 10 + 5 + 10 43 l4ro" co u E-1 co PRE5ERVED TREES ON SITE = Il" + -711+1'7" 55" GREDIT a"" m C4 14ro" PEFIGIT (REMOVALS) - 35" GREPIT (PRESERVED) = 111" DEFIGIT cn SEE SHEET LA-2 FOR PROP05ED TREE INGHE5 �D E-1 C:) 0 co 2 Z < w TABLE OF EXISTINO TREE5 < 0 Z Lo < z TAG # ClowoN NAME E30TANIGAL NAME P13H TING RA REPLAGEMENT 5TATLJ5 0 0 I BOTTLEBR1,61­1 GALL15TEMON GITRINU5 4:1118ll 2— a- a. 2 GM313AC5E PALM 5ABAL PALMETTO - 3 —LAUREL OAK GVERC115 LAURIFOLIA 2611- 5 < 0) cr) 4 LAUREL OAK 6VERCU5 LAVRIFOLIA 14 11 3 5 z �_ I­_ z 5 LAUREL OAK GUERCV5 LAURIFOLIA 17" 3 5 Lu ® 0 <Z CHERRY LAUREL PRUNU5 GAROLINIANA It R 0 0 3: z -0, 0 GHERPY LAUREL PRUNU5 GAROLINIANA I I R w ce G LAUREL PRUNU5 GAROLINIANA 6 W a. 1 R cL a. U) G LAUREL PRUNU5 GAROLINIANA & I R < < —_ 10 LAUREL OAK GOJEPCV5 LAURIFOLIA lqll,15",Iq" 3 1(1- R W-0 (0-0 luo, 11 5LA5H PINE PINU5 ELLIOTTII 5 W>Ui s 12 5LA5H PINE PINU5 ELLIOTTII "7 3 5 Q 9 9 6 c%j co F_ c" 9 —, 13 LIVE OAK GUERGU5 VIRGINIA 13 3 5 It GLERGU5 LALRIFOLIA 18 3 5 15 C1 c� < 14 LAUREL OAK QUEEN PALM 5YA6RJJ5 ROMANZOFFIANA z GLEEN PALM 5YA6R6 ROMANZOFFIANA 3 R w w > U) 0 z cf) **Q I�i PALM 5YA6RU5 ROMANZOFFIANA - t R 18 aEEN PALM 5YA6Rb ROMANZOFFIANA - 3 P, IQ LAUREL OAK GUERCV5 LAJJRIFOLIA 28 3 28 R 20 LAUREL OAK QUEPCV5 LAURIFOLIA 14 3 14 R 21 HONG KONG ORGHID BAUHINIA BLAKEANA 8 ",61,411 I R 22 LAUREL OAK WERCV5 LAURIFOLIA 4 3 4 R % 23 LAUREL OAK QUERCV5 LAURIFOLIA 13 5 13 4 24 CAMPHOR GINNAMOMUM CAMP HORA I a 25 Ll\/E OAK GVERGU5 VIRGINIA 10 5 10 PROJE #7 1 05265 26 LIVE OAK QUERCV5 LAURIFOLIA 5 3 JZ�7 ORGINAL kATE: 1.01.06 uj 21 MAPLE AGER RIBRIM IOU 3 CHECKED Y: LAU It I "o F_ 28 LAUREL OAK GUERCAb LAURIFOLIA 43 3 43 R DeN AU TOTALINCHE5 8,13L11, 146 Vie cveA Lu V I C) LA-1, z CD Z -,A- -d&- -d&- -41,L- -I&- -diL- -.&- -A, At, AL� A6� "L_ 'Ah, AL� AL AL, AL Ak� AIL N ul I HT X 10" 5FV, I &ALLON ov 50 DIETE5 VE&ETA AWITE AFRICAN IR15 10 z t4INIHA JA5MlW 12 5M, MIN PPP, I C7ALLON TA 560 TRACHEL05PERMUM A51ATICUM - , we �, t-', - a7\ ± 3,030 5F �\PE/ k - 20 0 20 40 IV %AJ 1 ALLED OR EVRIEP TOO Utt_-V t::5t-- Kjzt;It:: I I U I ftlz) =) I REVISED LANDSCAPE PLAN 7-ELEVEN HIRE 13A5Kr=T5 5TOCK. SCALE 1 vp = 20P — 01' Zoning: C atlas 281 A PROJECT 't. P14 ORGINAL DATE- MOIM CHECKED BY: LAU DRAM BY: AU 0) P4 cn r 1 6L, 0 e� ks P� 0 u 0 0 �p U CN Lo (D 0 UD cr) z Q0 co CYD co F-4 C:) 0 C-0 LD Z 1.4 0 Z LO < z w 0 uj 0 C\2 I­ IIJ cr_ 0- Ir a- ul :lz :> _j z z LZ Li z w w uj w w w z w z �E 0 z LLJ 00<<00-,� (3 0 R- CI F5 z C) z 0 z uj In ;2f -,c 0 w W _j �-- z: c> (L <<00m<1< (L 06 cd W 0- CL cn uJ CL z co LLj C) (1) (n z Ogwwoogu)w cn z 0- V) CL v) U) z (n Z en Lu U) 5;>zz>>W;<z: �2 0 0 D He > W-m 1-9 In w w LL w u- w Ix W w 9 9 9 9 9 9 9 co w C) (714 (0 —, cl) — Z� , r— CD ii C,-) (D to ® L0 CI I- CD cb 0 ) 4 d z PROJECT 't. 06265 ORGINAL DATE- MOIM CHECKED BY: LAU DRAM BY: AU SHEET NO. r. #f1 fo-"'L N'T MATERIAL L15T M .. .. ,.,-, .�-., f fAif l ►tf At ►tA► ►x/ ►t ►tA► - _ N _I A l ►I < 20 0 20 40 CONSTRUCTION IS, OR OTHER A I S TO A DEPTH OF 24" PRIOR TO LANDSCAPE INSTALLATION. PLANT 5) ALL BED5 AND TREE RIN65 SHALL BE TREATED HITH - T HERBICIDE T 5 I PINE BARK NUC-56ET5. ALL NEV4 TREE5 SHALL HAVE A TREE RINe I MINIMUM " RADIU5i ALL NEN TREES A 5 SHALL BE 5TAKEr,>. SHALL 65) NEPq 50D T.A 5TI FLORATAM SOD APPROXIMATELY &,000 S.F. AND AROENTINE IA Q APPROXIMATELY S.F. AS SHONN N. CONTRACTOR SHALL DETERMINE EXACT ' 6WANTITIE-5 IN THE FIELD. AREAS SHALL BE MAINTAINED Y THE CONTRACTOR FROM THE TIME OF INSTALLATION TO THE TIME F FINAL ACCEPTANCE. TOP OF 50D AND MULCH I ��. E .� -1) TREES SHRUBS, AND 6ROUND COVER SHALL BE INSTALLED U5IN IN aG PITS SHALL BE EXCAVATED TO TWICE IA T ROOT BALL. AERATE EXIS I - BEFORE G ILLIN IT, A IF FERTILIZER T T G PLANT PIT, PER- �ROJE oszss SPECIFICATIONS. OHGI DATE: 11.09.06 TREE INSTALLATION: ALL REQUI -S SHALL BE INSTALLED I" - " AE30VE FIN15H CHECKE BY LAU t Y: INSTALLED I TOO DEEP SHALL BE RESET To TH15STANDARD. REMOVE THE Top I AL t HIRE BA5KET5 L E3 4 B STOCK. CITY LA-2 li rl fro0wit, M to 1, 717w; 1 Ij � m: zat alA I � l;q 2 EWA 1vol 11,41,04 692 1 R janalwo 3/4!' 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Tochline START (SEE PLANS & LEGEND) 1, 717w; 1 Ij � m: zat alA I � l;q 2 EWA 1vol 11,41,04 692 1 R janalwo 3/4!' DISC FILTER Ve PRV 45 PSI I'm # i # l * #1f# ## 6110%V, Sift I Rllt ol� 0 n S•H 40 BRICK SUPPORT 1 CU. FT. PEA RED BUSHING TxT ir x le CORNER) GRAVEL SUMP VALVE BOX L96 VOLUbM QQMML 7.QNE IRRIOATION MATERIAL L15T IRRIOATION IN5TALLATION NOTE5 w F w_ - an 4 L41 41«1..•_ , 11, mt^ n4fliklo, ... -- ... . -- . — I;q Flr=x f:lvcl, PVC MAINLINE HUNTER ICV 1 1-1/2! VALVE U- (0" POP-UP SPRAY RMT-A—L CONTROLLER—­4 KALL fflim 11MMOMMISmal ADJUST ECfiJIPMENT TO PROVIDE 2- MINIMUM aEARj_ BRICK SUPPORT 1 CU. FT. 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