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2801 CURLEW RDNOTICE OF COMPLIANCE 12/27/1996 The City of Clearwater Environmental Management Office has completed its compliance stormwater and landscape reinspection at your site. The site now meets the requirements set forth by the stormwater and landscape ordinance's. If you have any questions regarding this report, please contact Rick Albee at (813) 562 -4741. SITE: All Saints Catholic Church SITE ADDRESS: 2801 Curlew Rd. OWNER: Diocese Of St. Petersburg OWNER REP.: Craig Stevens Original Compliance Date: 12/27/1996 INSPECTION DATE: 12/17/1996 RECOMMENDATIONS: Typical irrigation systems cycled at twice a week do not supply enough water for newly planted landscape material. At this time Southwest Florida Water Management District ( SWFWMD) allows watering of new landscape material on a daily basis for 30 days. To obtain current watering restrictions, call SWFWMD at 1- 800 - 848 -0499. Inspect drainage system periodically for clogged drains, sediment buildup, erosion and overgrowth; then maintain as needed to insure future compliance. NOTICE OF NON - COMPLIANCE 11/22/1996 The City of Clearwater Environmental Management Office has completed its stormwater and landscape inspection at your site. The site is in non - compliance with the stormwater and /or landscape ordinance's. If you have any questions regarding this report, please call Rick Albee at (813) 562 -4741 SITE: All Saints Catholic Church SITE ADDRESS: 2801 Curlew Rd. OWNER: Diocese Of St. Petersburg OWNER REP.: INSPECTION DATE: 11/14/1996 CODES VIOLATED:LANDSCAPE: Sec. 42.27 6(a), 8(a)(d) STORMWATER: Sec. 36.007 1(c) REQUIREMENTS:LANDSCAPE: Install 24 shrubs (18" hgt) in the north landscape buffer, between entrance drives. STORMWATER: Remove the sediment buildup from the inlet pipe. COMPLIANCE DATE: 12/27/1996 RECOMMENDATIONS:Request an on site meeting for a detailed explanation of the requirements. To insure compliance, a reinspection of the site will be conducted after the above compliance date. Failure to correct the requirements by the compliance date will result in the issuance of a "NOTICE OF VIOLATION ". ICai C I T Y OF C L E A R W A T E R POST OFFICE BOX 4748 CLEARWATER, FLORIDA 34618 -4748 November 1, 1993 The City of Clearwater Environmental Management Office has completed its landscape inspection at your site. The following report is the result of our inspection. If you have any questions concerning this report, please contact Rick Albee at (813)462 -6598. SITE: All Saints Catholic Church 2801 Curlew Rd. OWNER: Diocese of St. Petersburg OWNER REP.: Thomas Morrison INSPECTION DATE: 11/01/93 Passed DEFICIENCIES: None at this time, site meets code requirements. CODES VIOLATED: None COMPLIANCE DATE: None RECOMMENDATIONS: Conservation areas are not to be cleared of it natural vegetation by mechanical means, selective hand clearing of undesirable species will be permitted. Tree removal permits are required for dead trees and trees above 4 inches in diameter. INSPECTOR: Rick Albee To insure compliance, a reinspection of the site will be conducted after the compliance date. Failure to correct the deficiencies above by the compliance date will result in the issuance of a formal "Notice of Violation ". to "Equal Employment and Affirmative Action Employer' L/06/2002 WED 16:30 FAX 727 z:47 7137 czzl (me �D ALEXANDER & ASSOCIATES CHARTERED ARCHITECTS /'PLANNERS 309 BELLEVIEW BLVD. BELLEAIR, EL 33756 TELEPHONE- (727)442,2323 FAX- (727)447 -7137 E —MAIL ADDRESS: FAX TRANSMITTAL rr � it J PROJECT: COMW EN'TS: DATE: I4 TOTAL NUMBER. OF PAGES HARD COPY TO FOLLOW- PROJECT NUMBER: FILE NUMBER o ll 0001/002 o. ui 0cc ow LU I- c� Lu-c �Uj ZU� LU O a} Ip}- u! U w 0 `— - - - - — CURIAN GOAD (STATE ROAD 509) v m s C 7m r =+o -u1J <-O TIZ Z G am ~ C� -+ m m U) M0 omm� COL #4ET , �0fP��•A0 V� N qif- I ,n ,....r- w NNwv LA i LOY Ct RIUR& MV�&l LXftg AS WIccrr ar U @WkW . a i fiau tt NVKQ�wuR A .�flR DALL+wI Ml iL� I �OOfRUR two ..,. Ram i Ram iiiaa 14D gPAf0M � � f I i i MOM M" LATQI®['1�P�fG ELM r d r . o 0 0 d r w r a y: v N r w 0 0 N 0 0 N CUFR" ROAD (STATE PIMID SM) Y t— MrAnp mm RAF= 'kP_A�Mr* A� "j L x. -:.�., ,.� �- i _r i \\ III � III I �!f is m �.t IroJ n n �� -PROTECIM ANEW Dorm F.. .. .. .... ... .. __ CAT w9le Iv 'p, y GtApw rtfia LANDSCAM413 ILL, 3f \/ \ . ck x A- "j L x. -:.�., ,.� �- i _r i \\ III � III I �!f is m �.t IroJ n n �� -PROTECIM ANEW Dorm F.. .. .. .... ... .. __ CAT w9le Iv 'p, y GtApw rtfia LANDSCAM413 3f \/ \ . ck x A- "j L x. -:.�., ,.� �- i _r i \\ III � III I �!f is m �.t IroJ n n �� -PROTECIM ANEW Dorm F.. .. .. .... ... .. __ CAT w9le Iv 'p, y GtApw rtfia LANDSCAM413 * m CITY OF CLEARWATER Environmental Management August 31, 1989 Thomas Morrison P.O. Box 40200 St. Petersburg,Fl. 33743 / SUBJECT: All Saints Church Dear Tom: POST opp/cs oox 47*8 CLEAnwATsn, FLORIDA 3*618'*748 The purpose of this letter is to reiterate the agreement between the city's Environmental Division and All Saints Church regarding tree replacement requirements at 2801 Curlew Road. The city's Tree Protection Ordinance requires tree replace- ments for each tree permitted for removal in excess of 25% of those protected trees which exist naturally on site. When tree removal exceeds the allowable 25%, trees are required to be replaced on the basis of one diameter inch replaced lot- each diameter inch removes., Section 98.23(a) of the Tree Protection Ordinance allows city enforcement officials to enter into an agreement with the applicant and modify tree replacement requirements. Prior to the issuance of tree removal permits, the Environmental Division agreed with representatives from All Saint's Church to modify tree replacement requirements. Several areas were designated on the approved landscape plan as "preserve" areas. It was agreed that in addition to protected trees, that existing palmettos and other native vegetation within these areas were to be preserved. This site is a sandhill plant community and is forested by an overstory of sand pine trees. The sandhill community is fragile and the sand pine trees depend on the palmettos and other native plants for survival. When these plants are ''Eoua| Emo|ovmant and Affirmative Action Emo|nvor'' ^ - ^ � �.� Thomas Morrison Page 2 removed the pines invariably die. To insure the survival of the existing pine trees, the City agreed to incentives for preserving native ground cover and understory in the following manner. Green areas were delineated on the plan as areas where native ground cover and understory plants would be preserved along with the protected sand pine trees. In return the Environmental Division agreed to change the tree replacement factor from 25% to 50% allowable removal. This modification allows the neveloper to remove 25% more trees without replacement trees being required. Ic addition, we allowed all trees being utilized for landscape purposes to reduce tree deficits. Preserve by definition means that any activity that removes native plants in a preserved area violates the terms of the agreement. However, minor work such as pruning of dead palmetto fronds would be allowed under the supervision of a competent landscaper and if all labor is accomplished by hand as opposed to machinery. It is our understanding that you are proposing to disturb some of these designated areas. If this occurs, it will render the agreement void and we will revert back to the 25% tree replacement factor. This method may result in tremendous cost to you as the number of trees removed on this site is likely to be great. In addition, the majority of your pines will die if the yegetatio: is removed from over their root systems. Please understand the value of preserving the plants now existing on site. You will have built-in landscaping at no cost. The maintenance factor is zero as these plants are adapted to our rainfall patterns and do not have to be sprayed to control insects. These areas will Perennially maintain themselves. A related matter concerns interior landscape islands. Several required landscape islands are experiencing problems relating to severe grade cuts. Also, areas along roadways are suffering from the same circumstances. The Environmental Division will allow tree removals on' some of the islands so that they may be brought to new grade-and' re-landscaped. Also some of the areas adjacent to roadways may be sloped to prevent the usage of retaining walls. These modifications are subject to our approval. Trees existing in these areas will have to be replaced on a tree for crve basis and some | ^ a Thomas Morrison Page 3 shrub material will be required to replace ground cover plants. The interior islands not required to have retaining walls will have to be curbed or constructed with timbers so the material within is protected from damage by automobiles. This requirement is consistent with City Code, which requires landscaped material in interior islands to be protected and maintained perennially. The final part of this letter addresses work in areas not yet permitted. The permits approved to date on this site are for phase I construction and include the church building curr- ently under construction, all roadways, retention ponds and utility lines (reference comments on Tree Permit No. 7490). Remaining areas, although approved conceptually for future development, have no approved building permits and therefore do not constitute developmental rights in these areas. Any trees removed or clearing and grubbing activities in these arean will be considered violations of City Code. Selective pruning in these areas may be permitted if approved by our division. In summary, at present an agreement exist between the Environmental Division and All Saint's Church regarding tree replacements. Please contact our office so that we may determine if you intend to abide by this agreement as presented or i4 you wish to negate the agreement. Should you desire to discuss this agreement or any other matters mentioned in this letter, please contact the Environmental Division at (813) 462-6747. Very truly y0ur-s, Terry^Finzh ~~ Environmemcal q AM:vw cc: Alan Mayberry, Urban Forester Macre Const. Phase One Land Dev. Corp. Michael Horton -�•� -;� , i, .. �. �,�� ' ��! •"'.� � � Berl' .' �y .��►�, .: ! �` .. � Via. }, }'� v� �-"r • "' 'sc,. �� F " z' Arc t � �. t s{ < � ..� � j•• �� _ �� . f 'a � .fit; °' t f' - vaA -. _ _ .. �� _�- _ - ---.� n. _ _ e 14 r ;� V .�r r � - 1 �� r�i � ♦.mot ` � - �. � �! i� . -__ _._. .___: ��iYY /Z /I K ` ;�•— ;' resat -- �� fir: ^. �,�_'•,Y - �i °^S� "g'�x��;� p �,t - r ► . I V, f17 010 E"'"ISTNU/ U r\ U IN REQUkil J "t, is, %lit k, 3 'EMAH'' wUUeragVtj111Vi y, Z- -X I Z Ilkv-` ` Pau 22 E\/1 STI N G George F. Young, Inc. A Subsidiary of George F Young of Florida, Inc. ST PETERSBURG wTAMPA a PORT RICHEY a BRADEN'MN a GAINESVILLE LANDSCAPE PLAN ARCHITECTURE a ENGINEERING a PLANNING a SURVEYING *TESTING Installed APPROVED AS NOTED Date AW C1IXN(;E9 111V SF%Xjff!� 4fpr,:-(!jrqCATjOjVq, of? DESIG. -t CONSENT OF Td 0 'Ity, 1310 nust be PrOPerly C 0 "Pect'Ort" CTOR EN If 2s,' �'IANAGE'TIIENT P2NDERS PLAT-* 0 cy- 71r. approv d plan Pri or to njandaloryj- By ... 4�� * 0 2 ®� *0904,06006 Avi 11OVAL VOID. M Public Works Department >- Environuntal mg Oflic(l > z of 0 CURLEW ROAD (STATE ROAD No. 580") ALTERNATE L-I AS SHOWN BY SHADED C) EDGE OF PAVEMENT SOD TO EDGE OF CONC. FLUME EDGE OF PAVE MENT q & O COALL DISTURBED AREAS IR/W DUE /TN STRUCTION N V, f17 010 E"'"ISTNU/ U r\ U IN REQUkil J "t, is, %lit k, 3 'EMAH'' wUUeragVtj111Vi y, Z- -X I Z Ilkv-` ` Pau 22 E\/1 STI N G George F. Young, Inc. A Subsidiary of George F Young of Florida, Inc. ST PETERSBURG wTAMPA a PORT RICHEY a BRADEN'MN a GAINESVILLE ARCHITECTURE a ENGINEERING a PLANNING a SURVEYING *TESTING 299 Ninth St. N St. Petersburg, FL33731-0683 2906 N Florida Avenue 6551-1 Ridge Road 381 Sixth Avenue iit�- FL 33602 Port Richey, FL34W Bradenton. FL342 8LV922-4317 813=-1747 81317&5-6716 8LV745-2377 a. I OWNER DIOCESE OF ST. PETERSBURG Co W. THOMAS LARKIN, BISHOP 4 LEGEND /'�\' PROPOSED ........... 74.25 SPOT ELEVATION �.o S A. 7+05 a +00 74.98 9+00 0.77% '0+00 73.75 10+00 -17UE a ENGTINTEING a PI-ANNNG a SURVEYING a TESnNG ARCHITEC R R DIRECTION OF FLOW J1. St. Petersburg, 299 Ninth St. N. FL33731-OW 75,90 an wwmow� STORM INLET am= ==43MMM MITERED END WALL ----------- C�-- 75x90 STA. 9) 74.93 TOP OF BANK 74.17 ---$TA, 9+87 73.19 71.45 --*4— 'HATER MAIN AND GATE VALVE 75, 71.27 ------ -110 POWER POLE W/GUY ANCHOR LIGHT POLE 75 AIV X X X X r� X X X — — — — — — — - X A o, 74,55 X A ' 74- 73 A1,13 72 71 Ot9.06 X X 75 X X X X 76 X I OWNER DIOCESE OF ST. PETERSBURG Co W. THOMAS LARKIN, BISHOP 4 ISSUE DATE APRIL 3, 1909 LEGEND REVISIONS PROPOSED ........... SPOT ELEVATION �.o op ST. PEMRSBURG xTAMPA w PORT RICHEY a BRADENTION sGAINESVILLE. -17UE a ENGTINTEING a PI-ANNNG a SURVEYING a TESnNG ARCHITEC R R DIRECTION OF FLOW J1. St. Petersburg, 299 Ninth St. N. FL33731-OW STORM SEWER AND MANHOLE an wwmow� ISSUE DATE APRIL 3, 1909 LEGEND PROPOSED EXISTING SPOT ELEVATION �.o op ST. PEMRSBURG xTAMPA w PORT RICHEY a BRADENTION sGAINESVILLE. -17UE a ENGTINTEING a PI-ANNNG a SURVEYING a TESnNG ARCHITEC R R DIRECTION OF FLOW J1. St. Petersburg, 299 Ninth St. N. FL33731-OW STORM SEWER AND MANHOLE an wwmow� STORM INLET am= ==43MMM MITERED END WALL ----------- C�-- SANITARY SEWER AND MANHOLE TOP OF BANK --*4— 'HATER MAIN AND GATE VALVE FIRE HYDRANT ASSERBLY ------ POWER POLE W/GUY ANCHOR LIGHT POLE WATER METER 0 HANDICAPPED PARKING PAVEMENT WITH CURB George F. Young, Inc. A Subsidiary of George F Young of Florida, Inc. ST. PEMRSBURG xTAMPA w PORT RICHEY a BRADENTION sGAINESVILLE. -17UE a ENGTINTEING a PI-ANNNG a SURVEYING a TESnNG ARCHITEC R R J1. St. Petersburg, 299 Ninth St. N. FL33731-OW Kidge Koad r 381 Sixth Avenue %VeA 29D6 N Florida =uf 6551-1 , Tampa, FL11 Nrt Richey FL 3A668 Bradenton. FL3A205 Li Lj 813/745-2377 80,1223-1747 813/7&5-M6 PPR rrr Ditch Cocide--l' 4 — Noe L,,. n. Q #4 Bor Poo Pipe bk& L 6' 4' Sod Slope: To Pipe Fcv Pipes W And Sinciller. Paid For As Pipe Culvert F (Pipe To Be Included Under Unit Price For Mi*ed End Section 2.t For Rpet 24' And Lwger� SECTION MODIFIED MITERED END SECTION DETAIL f I 10-0, 0 t5m® RCP Enwor M. Pt"R10JECT NAME SEC. — TWP—S.,.RNG.—E. oil Aoft �� I� � �� t I ti i V " 10 0 I" I I I" 0 a 1��M Y Al,` 11,E 0,41WEL, 59.68 /00 YR �/o y _R DPW EL, 58 °47 /0 yl? 1-11M PERFORArc.0 ` tO OND SECTION t. A, TYPICAL SWALE DETAIL 61- 011 1 �4 BAR ANCHOR ROD 18" IN LENGTH, TITO 1EQUIRED PER WHEEL 'rT STOP. I MINW00A f ISSUE DATE APRIL 3, 1969 ................... j George E Young, Inc. A Subsidiary of George F Young of f7orida, Inc. George E Young, Inc. A Subsidiary of George F Young of f7orida, Inc. S1 -. PETERSBURG sTAMPA a PORT RICHEY n BRA DE, TON n GAIINT-SVILLE ARCH .IRE a ENGINEER[N'G a PLANNENG n SURVEYING w TESUNG 299 Ninth St. N. St. Petersburg, FL,33731-06&3 r-1 2906 N, Florida Avenue &551-1 Ridge Road Tampa, FLT3602 Port Richey, FL34668 381 Sixth Avenue %%'cst Bradenton, FL 34205 81318224317 Li 813/723-1747 813/7M,6716 8131745-2377 DESIGNED DESIGNED L. EF- EEHEE� APPROVED SCALE A4//O SCALE Mo 7 CHECKED PROJECT PROJE�CTNO(5 // 0G'?t Oi CD CL ,a c 0 I 0 20' 40' 0 El El SCALE: I" = 20' GRAPHIC SCALE (IN FEET) \§ S ;; z U ra ui U 04 Ou. uj o Of D M z w LLJ ui LL- 0 00 < Z z 0 z z z UJ 0 ui CL -j Do z z %B 2 ce �: UJ ed UJ , m > 0 > 0 z 0 01, 2 0 ra 04 o Of D M LL- 0 00 < 0 LL, o 0 0 I z m ca WN CURLEW ROAD (STATE ROAD 586) i �� x I m I I TREE BARRICAUL -FtJlu:k;l I T.Vt TREE BARRICADES TO BE 2/3 OF THE TREE'S DRIP LINE ......... EXCEPT FOR PINES 0 .. ........ CLEARWATER STAN DARI)S,(TYP;) EXISTING ONATURAL PRESERVE* PINE BARRICADES TO FOLLOW TREE'S FULL DRIP UNE (TYPICAL) AS PREVIOUSLY ........... . ............... .... ............. MASTER PLANNED 0 J` ........... PROTECTWE BARRHER DETAM III M D T: V ET7 ) louud-capc�i k,f -v: a I " 1, 1 1) c I n c;-,t, ALL land cvpinp jj,g,jq 1)(, per approve(j 1) 11 p h, rior �n C 0 ln" p Rcilluipecdon fees are manchn, w. ANY CJj',l-r.t IN TO'N'S, 011 \> ............ ...... 00 Os E- sm . . % . ol .. ... ..... 30" 60' 120 ............ 14 GRAP t. . . .................. ........... HIC SCALE .................... A LkNDSCAPING PLkN SCALE: 1" = 30' 0 z z 0 0 n I W x 0 Lv 0 a. 0 La z z w IL 0: W Ix to ®- a- w Ld LAJ V) 0 tn z 0 U) ce z LLA W z 9 ui z 9 LAJ X 0 W:z "tom "<:x < cr 0 IL 0 0- 0 0 0 u w CL 0 0 CL L� 0 w 0 2 L3 > c_- ix m ck: cl M U w M < La X V) Ld En V) LLA w L,J k_ -1 X a% = j.- C3 g IL [n in 0 U Cub at o _j uj La 6 �', Lj Ix �; 20 V) CK ul , _j -i �; and u m u 0:0 w 0 0 z 04 04 0 N 0 C14 0 N x w 0 N C14 N N 0 tea M C14 04 w N i C'4 0 >: 0 m D =D 0 F m U) L_LJ < LLJ 0 cr < 21 Ld 0 0 o V) LLJ 0 o 0 00 Li o,4 L U) Li C) 0 0 0 z z 0 0 n I M31 TREE I. D. NUMBER *TREE CONDMON RATING TREE SIZE REQUIRED REPLACEMENT INCHES 4 12" 12* 2 4 5' 5* 3 4 7' 7' 4 2 7" 0 5 3 11" 11" 6 3 10" 10* 7 3 10" 10" 8 3 8" 80 9 4 13" 13' 10 3 9. 9 11 D 10" 0 12 5 6" 6" 13 4 16" 16" 14 3 20" 20" 15 3 11" 11" 16 2 9. 0 17 2 1 E4" E 0 18 E E4 i o" 10" 19 2 15" 0 20 2 18" 0 21 4" 4' 22 2 7' 0 1 23 4 4 4' 24 4 19" 19" 25 4 17" 17" 26 2 6 0 27 4 10" 1 o" 28 D 12" 0 29 2 9" 0 30 D 6" 0 31 2 10" 0 32 D 14" 0 33 4 4* 4" TOTAL NO. OF REQUIRED REPLACEMENT INCHES 196" * TREE CONDITION RATING AS PERFORMED BY RICK ALBEE ON JUNE 20, 2002 [c- in IN ra u's m m In .51 \ 26 X, TA ,r_ TREE BARRICADE PER CITY OF 0 I I ill 1 ml rr-m F-Aggs N SCALE- 1" = 10, PROPOSED LIMITS OF CONS TRUC11ON EXISTING "NATURAL PRESERVE- (TYPICAL) S PREVIOUSLY MASTER PLANNED 0 7 0 3 'oo V-1 0_\ 0 _ O m OL 0 C==3 co ch-, LLJ w B z E < F_ LLJ 0- < 0 < 0-1 0 V) 0 �= �= F_" LIJ 0 C= U) c) o o LLJ Llj 0 N 0 < Of LLI C.) LLJ 0 0 • m OL 0 C==3 co ch-, LLJ w B z E < F_ LLJ 0- < 0 < 0-1 0 V) 0 �= �= F_" LIJ 0 C= U) c) o o LLJ Llj 0 N 0 < Of LLI C.) LLJ 0 0 To: Rick lbee City of Clearwater Municipal Services Building 100 South Myrtle Avenue Clearwater, FL 33758 DATE I NO. iM 309 BELLEVIEW BOULEVARD BELLEAIR, FLORIDA 33756 TELEPHONE (727) 442-2323 Date: June 4, 2.003 Re: All Saints Catholic Church 99-43 R.: , ME= -2.1 (Landscaping Plan) siGNED AND SEALED Sheet L rt17J X11: ' cc: Craig Stevens (w/encl) Arthur Weaver (w/encl) [] Resubmit_ copies for approval 0 Submit_ copies for distribution E] Return_ corrected prints a CURLEW ROAD (STATE ROAD 586) 0 11 6'-0 2X2 P•T. (TYP.) MAX. I 0 .... TREE BARRICADES TO BE 2/3 OF THE TREE'S DRIP UNE EXISTING ONATURAL PRESERVE" o/ \0 0 %%% V ...... ... ... CLEARWATER STANDARDS, EXCEPT FOR PINES .............. kAAqTFP P1 ANNFn PINE BARRICADES TO FOLLOW TREE'S FULL DRIP LINE (TYPICAL) AS PREVIOUSLY 0 PRO=TWE BKRMR DETKL --- ....... . '7 ........... 13 .. .......... . ....... ..... ... .. . ...... .. 13 m 0.m Nd .......... 30' 60' 120 ................ . .. ........ ................ GRAPHIC SCALE • --------- -- - -- - - ------- to 1ANDSCAPENG PIAN .................. . ..... SCALE: 1" MOVED JUN - 5 2003 BOLLENBAGI(BUILDERS ul (n 6 T I I wc, z z z W VA0 E3 v) 0 m 19 • La :c wo W> Lj C4 zt� w 0 m c C:,L, x". Ii w w W 0 cn cr o 0- 6 6 z z W E3 v) Ix La I z z 0 cn W o 0- w (5) X CL m z y. < Ul F- Lj < 0 EL < 0 r= 0 Ex C) U) 0 LL- 0 , o Lli 00 04 C L, U) Ld 0 0 Ix ix 0 cn w m 0 V) cx *� •IJc rl *` r Ld Z x w 6 6 z z E3 v) I 0 cn W o w (5) X CL m z cr- LLJ < F- Lj < 0 EL < 0 r= 0 C) U) 0 LL- 0 , o Lli 00 04 C L, U) Ld 0 0 0 6 6 z z E3 v) I 0 cn W w (5) X CL in m + + 1 4 LSD I . � �. p�. 0, 1 T y (16)9 15)"l . n e/ 6 5 20 FAM r . 4 , ul TREE REMOVAL TREE I.D. *TREE REQUIRED NUMBER CONDITION TREE SIZE REPLACEMENT .+ La r RATING INCHES 1 4 120 1" 2 m w 4 ,4 7" 7' 4 2 7m 0 Z) 3 11" 110 6 3 10* 10m 7 3 10" 10* 6 3 6' 6" 9 4 13* 13m 10 3 9. 9 11 D 10" 0 12 5 6w 6" 13 4 1" 16" 14 3 20" 20* 15 3 11 11 16 2 9. 0 17 2 14m 0 16 4 10m 10m 19 2 15* 0 20 2 18" 21 4 4- 4m 22 2 70 0 2 23 4 4- 4m 24 4 19m 19, 5 4 17* 17" 0 7 4 1m 10" 25 CL 12' 0 29 2 9w 30 6w 0 31 2 10" 0 32 D 1" 0 33 4 4" 4� fiOA Oa OF REPLACEMENT INCHES 196* EE CONDITION RATING AS PERFORMED BY RICK ALBEE ON JUNE 20, 2002 m + + 1 4 LSD I . � �. p�. 0, 1 T y (16)9 15)"l . n e/ 6 5 20 FAM r . 4 , ul ... .+ La r C • LU si .A Pq LAI wo CL �- CL. C9 C LAI wo Z) Ld LLJ �s bi 3p#N8AGI(BUlLDERS Y • r w' cr •'- i fY CL 0 w w �- CL. C9 C wo Z) Ld LLJ �s bi 3p#N8AGI(BUlLDERS w w �- CL. C9 C wo Z) Ld LLJ �s bi 3p#N8AGI(BUlLDERS I I I , . - - - - � . - f - . . - - . . x I- * .. I .... ... . ..................................... .......... � ....... . ...... ........... ........... ... ...... .... * ................ � .................. ............................. ........................ .. ....... ........ ....... .............. � ............................. ................. . ..... ............ , ................................................. ................................... .......................... .... I .................................................... ... ....................... ............. ........................ ...... '***'* ........................................ � ........... ....................................... ************* ... * ......... .................................................... � ........ ................... ..... � .... � ... .................................. ........................................ � ................ ... ........... � ................. : ........... '*'**** ........ .. ........... ............................ � ............................ :.. ...................... � ................. ................ .............. . . : ............ . ........ � ....................... � ........................... � ..................................... **** .... � ............... I ............... ............................................................ ..................................... .................................... ***** .. ****'** ...................................... � ............... .................................. .... * .................................. .............................................................. ................................... .......................................... ................ ....... ...................... ................................... ....................................... .................. . ............................. ................ ................. ***"****'*'******** ... ,!...., ......................... . � : . . . . . . . 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(TYPICAL) AS PREVIOUSLY PINE BARRICADES TO FOLLOW TREE'S FULL DRIP LINE MAZ) I tK rLANNtL) .................................... 7..: PROTECTWE BARRIER DETAIL .......... ...................... ................. of 30" 60' 120 ............... GRAPHIC SCALE ...... LANMCApffNG PIAN .......... SCALE: 1" 30' ...... .......... ........ .................. ................................. ........ Aw ............... .9 .... L .. J... I .... L ... I .... L j .. %% ........ ....... ....... .... V, .. ............ ... ......... ........... — .................... ........................ ... . ........... ......... ........ . 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