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Orchid Street 509 (2) Ilk ML LENGTH CCEENTE Mo AT SEE NOTE {4 CROSSING. SEE NOTES. PROPOSED WATER MAIN SEE NOTES SIZE do TYPE VARIES EXISTING UTILITY PIPE -1- ey NOTES: 1. IF EMSTING UTIU Y PIPE IS A WATER MAIN 8-INCHES OF SEPARATION IS REQUIRED. 2. IF EXISRNG UTILITY PiPE IS A FORCE MAIN, SANITARY SEWER. RECLAIMED WATER MAIN OR STORM SEWER, 18 INCHES OF SEPARATION iS REQUIRED. IF •THIS IS IMPRACTICAL AND EXISTING UTILITY MAIN IS C900. C805 OR D.I. PiPE, SEPARATION CAN BE REDUCED TO 6-•INCHES. A FURL LENGTH Of PIPE SHALL BE CENTERED OVER EXISTING UTILITY MAiN TO PROVIDE MAXIMUM JOiNT SPACING FOR ALL CROSSINGS. 3. DEPTH OF BURY TO BE 24" MINIMUM. ADJU ENI' Q..Y.E13 EXISTi G MILIEU "� . �a} an'1 tri} I,�gl 1,�9) N.T.S. W p r�•�y 1•• 'X,•, 11 (0 u7 d- to N }` I o ° o� o o o o IPIPE ND CAPIRON Q4. o `� _J =°' �� . I 0 J 2 Q J a I! aQ}�P �h; lo", ..a 2) ,a =� ¢ ¢�� �¢ ) 1220.00' <`'g) ��a) o ti `09)LA_ �la•.I (� 70.00' v 50.00' AV 50.00' 50,00' 0 ¢ I i TH VARIES =`y ¢ •¢ o Q=� G dc, _� E)OSTiNG UTILITY PIPE ' .� ➢!I FULL LENGTH OF ° PIPE CENTERED O 20 SETBACK `� Q� AT CROSSING O =w -o - r, ,a - ----_ e CL SEENOTES. LO o Q• ° 2 O ti�4(`i =4' 4y ° 'ry ^o°O^ SEE NOTES 0* o PRpraasEn WATER MAIN I� O N x O (rte w 2 Z WI I I�I I( sz Zg TYPE VARIES.`� NOTES: II © _� _ 0� ti Q' � hl � � N ^11` � X, � h 1. IF 6-INCHES NG UTILITY SEPA PIPE is A REQUIRED.. � N 1a.1 AIN O ,'� .a �. a4' tii `k) 8-INCHES OF SEPARATION IS REWIRED. Lr) O 1 On¢ ¢_ ° � ( O^ "1�, `D �� Q .. IF EX15TiNG UTILITY PiPE IS A FORCE MAIN. SANITARY SEWER, II RECLAIMED WATER MAIN OR STORM SEWER, 18 INCHES OF 9 q'a1f 5�)0� q j IBG „� rX Q _H .l�G 41 UTILITY MSEPARATIAIN I IS REQUIRED. 0803 OR D.I. PIPE, SEPARATION IMPRACTICAL �BE BE GMMARK: l ' Xg 6p �q. �, a ° o a ¢ p o o O o REDUCED To O-INCHES. A FULL LENGTH OF PiPE SHALL BE SET 60# NAIL IN ( !! XQ2gl LSO �y Q= =ry U CENTERED UNDER EXISTING UTILITY MAIN TO PROVIDE MAXIMUM 12" W P.P. ° 1 .1 r J -I `� 4 ¢ N JOINT SPACING FOR ALL CROSSINGS 10 EL Ev. 1 a.53 29' �� Q �`' 18 " 18' 18' `� h ,� �' O ADJUSTMEN UNDES E9151ING UTILITIES !! O � N.T.S. 2" RPZ BACKFLOW SAN. SERVI E C.O. to �w .0. .o o C.0. ¢r C.o PREVENTER I 1.00 MIN. ( ) _�, o. 0- C) c.o. 1" MASTER METER ¢ - �`' 2 ETBA K i• 1" - SINGLE 6"x2" TA,PPING II W �P ' ,,� , a� c.0. �� ° Q Q � .9V 5' Q WATER SERVICE (TIP) SADDLE �8c VALVE 5 a , h ° _� ry o �, a a o FLUSHING !� �a ,) .'� `��" '� ¢�`" ¢ z ,¢ ry+9,y HYDRANT I W ° w ` °� .�.-. V �� o )W A a gb) . 7 ° 0. Oy .0 5 .O0' S0 00' �� ,zl X;- �y �V ='Poi ND1/2* CAPIRor 1a:1} 1 , 16, 6, `g g1�•� kX�h�) CATCH BASIN II 1 RCP 5Sl ) I T C TYP Y GRATE ELEV. 9.05) \)�G 11 1�0�1 T P. t`�'?91 y) S. 18" RCP INV. (5.70) �� �,l' °`— - - X�C - - - - - --- a' ,�. } a) ,0 9,1 `10$ 9 E. 18" RCP INV. (5.95) 1291 __ ___ V , ��• xt�41ti$ i 4 JSP n`;IV, V •IEP E[)�E Os Palmc 266"L.F. ^' z" P C �'��� 0' tl`n,rl 8" PVC A`i0y�lc. 8" PVC i `. t,01��� 8" PVC SANITARY -MANHOLE -- � - NORTH RIM ELEV (9.42) n N. 8" PVC INV. (2.42) !I 616pg.10)Fc _ 0,S)-e ! h�1FP S. 8" PVC INV. (2 421 l9' l' EGGS OF PA�IN�- +I�v� _ E. 8" PVA INV. (3..31) rC9'3) SAW � — - ND a`„p r y1eP S W CUT & CATCH BASIN , l 18" RCP REPLACE GRATE ELEV. (9-03) I CONC. CURB W. 18 RCP INV.I (4.98) 1 1 8L,PVC EXISTING SPOT ELEVATION CATCH BASIN � w 56N _ _ EXISTING SANITARY SEWER GRATE ELEV. (9.11) WEST A ' _ E. 18" RCP INV. (6.9,3) I CATCH BASIN( V\/ E S T 7th STREET fi�� EXISTING WATER MAIN vvY 18' RCP EXISTING STROM SEWER GRATE ELEV. 9.00) ' II I LL N N. 18" RCP INV. 5.53 s. 24" RCP INV. 5.40 (50' RIGHT—OF--WAY) W NEW WATER MAIN � E. 15" RCP INV. 5.65 IIW. 18" RCP INV. 5.64 NEW WATER METER II I SAN NEW SANITARY SEWER C.O. NEW SANITARY CLEANOUT PAVEMENT REPAIR �UNNdZr' 7D vii`-✓ r= rLAJI Sr7 NOTE: ALL 2" PVC WATER MAIN TO MAINTAIN 18" MINIMUM CLEARANCE WiTH ALL SANITARY & STORM SEWER. r O C?. tC) Q7 r1 p �-a to a CD •o 5 c5 ' Designed Released For Construction Project No.: Drawing BTP Connelly & Wicker Inc. 0 9901-�-35. ORCHID TRACE APARTMENTSISSUED Drawn 0 �, By Consulting Engineers F B PREPARED FOR SITE GEOMETRY & UTILITY PLAN ° Scale . DEC o 6 � to Checked This Drawing is the property of Connelly do Wicker Inc. Beach, L.� S BEK and is not to be reproduced or copied in whole or in Jacksonville Beac 1, Florida Q 1~ � 2G, ;.03ALLY 6 WICKER INC. pdrt. it is not to be used on any Other project and , MAYPORT AFFORDABLE HOUSING PARTNERS, LTD. ° �• Destro FL Cash ierS N.�. 1n 11/00 ADDED WATER MAIN B.K. Date Cn RCW is to be returned on request. , , � No. Date Revision By Reg. Engineer .SEPT. 1989 Sheet of.. , • II 4 I I 6 SAN. SERVICE " WEST 6th STREET Q � • SANITARY MANHOLE I a \ 0 1.00% MIN.. (TYP) (50' RIGHT—OF—WAY) NORTH RIM ELEV. (10.05) R03 - N.E 8" PVC INV. (3.73) _ S.E. 8" PVC INV. (3.,94) // y� F.H. T - _ -- -� W B" PVC IN W 8l � -�Y �f /---- - 18" CURB & GUTTER �'� �� FULL LENGTH OF PIPE SEE NOTE /4 a- Pvr 8" PVC C� - Tr,. '" CENTERED AT !v/ CROSSING. r I 0 p 1p pn��� \ 0 51 a" Pvc SEE NOTES. 1 $ ~ BENCHMARK: II I 1" SINGLE WATER P.K. NAIL IN WOOD POWER POLE 9���p 212 L F� N 2" PVC ,a��p SERVICE (TYP.) EP �p ELEV. 10.8A l`'' Hr I �0 +61 Br l�p'nn� ©r l�p'E91 ec PROPOSED WAVER MAIN SIZE do TYPE VARIES 5£E NOTES lg g Il �F Cg g1-1 �0'' 15" CURB & GUTTER EXISTING UTILITY PIPE �3VRCP s � , 1$" RCP 18' RCP 1 FLUSHING1 4 Q" E °' ' ";CCS HYDRANT DRAINAGE MANHOLE �R —t7HE ° D 0' ° _ 00.51 0.0 09� l 50 00' l�J s3) 0.0 �,0 50.00 ```�� 50.00 NOTES: r� . NORTH RIM ELEV, (9.82) W. W 1. IF EXISTING UTILITY PIPE IS A WATER MAIN v N.W,36" RCP INV. (0.21) II p 6-INCHES OF SEPARATION IS REQUIRED. S.W. 36" RCP INV. (1.76) D a ?> M y `�Y _� " 2 IF EXISTING UTILITY PIPE IS A FORCE MHN, SANITARY SEWER. 90 B D r� 1 C.o.1�• M • 1 SINGLE WATER RECLAIMED WATER MAIN OR STORM SEWER, 119 INCHES OF I (� r �p� `� Q SERVICE (TYP.) SEPARATION IS REQUIRED. IF THIS IS IMPRACTICAL AND EXISTING CURB INLET I [V 2 ASS z SPACES 0)2 SPACES �2 aP 2 Y 2�AA� �2 SPACES 2 O UTILITY MAIN IS C900, C905 OR 0,1. PIPE, SEPARATION CAN BE GRATE ELEV. (9.50) g9) 0 �� S.W. 30" RCP INV, 4.11 10031 20' SE CK REDUCED TO OVER EXISTING A FULL LENGTH OF PIPE SHALL BE N.E. 24" RCP INV. 4.76 �� =rtq _ � � •al Q' �� (V CENTERED OVER EXISTING UTILITY MAIN TO PROVIDE MAXIMUM JOINT S.E. 18 RCP INV. 05.56 36 -RCP a1 SPACING FOR ALL CROSSINGS. f¢ •¢ 11 0• ¢ 3. DEPTH OF BURY TO BE 24" MINIMUM. CATCH BASIN c� - GRATE ELEV. 8.35 Z,AI ,Gr�Il ��• 71 �I " . �� o �, � ;ADDJUSIM NT QYER EX SZINQ UTILIT!E_S S.E. 36" RCP INV. 3.97) 25� ' ` N.T.S A, N.E. 36" RCP INV. 3.79 I ,4 Q pp 1 S.W. 6" PVC INV, ( .07) Q v • M CATCH BASIN T GRATE ELEV. (8.82) ° n Ar S.W. 18" RCP INV. 5.88 2X2 TEE ,° o o o N.E. 30 RCP INV. 4,01 0 0 h al N.W, 36" RCP INV. 4.61 0, I w O � (9 r�� Q U I 8"x2" TA IN G o 0 SADDLE I& VA VE . 5�):C ,o• t,� l, �1 C ,0> _�° I p o L.F. ^� 2" VC 20' ¢ 11 �� p y J I —I I Ir I I' --DEPTH VARIES I�-1 7- 15 IC7 I_FULL LENGTH OF 1" MAS R MUTER �II I • WALK C 1 1 O " W PIPE CENTERED EXISTING UTILITY PIPE p p Q. �`, AT " P ACID OW 9 Qg L SEE NOTES. 2 R Z B L � PREVEN R z I -W. _�° /4, 1 SEE NOTES PROPOSED WATER MAIN II •2 W =�" % ¢ Q - - lad, -'TOE OF SLOPE SIZE de TYPE VARIES S fi 9"48'0 0" E100.00 \ -- W I{ I 4 ry Q 112AI 21 TOP OF BANK NOTES: n i X11 1. IF EXISTING UTILITY PIPE IS A WATER MAIN LLj - -- PLAN Q� F, 6-INCHES OF SEPARATION IS REQUIRED. -! T} 11 t', _ 2. IF EXISTING UTILITY PIPE IS A FORCE MAIN. SANITARY SEWER. ¢4, i RECLAIMED WATER MAIN OR STORM SEWER, 18 INCHES OF 0 I C. : '¢ 1 0 UUTIuITYAMAIN I S REQUIRED.900. C905 OR OAR THS PIMPF_ SEPARATION ATIOON EXISTING 133E Q n BE w ( _`� 2� ¢� 4 a QwN CENTEREDREDUCED UNDER DER EXISTING UTILITY AIN TO PROVID6-INCHES. A FULL LENGTH OF PIPE E MAXIMUM r a ¢ _ —4 �. 0 JOINT SPACING FOR ALL CROSSINGS. 9 I LL. s•wax o RQ o � ¢ 20' TRACK `� Q �,DJUSTMEN UNDE EXISTING U LITIES. °?� p —10 2 ti l��61 1 0 ( V 0111) N.T.S. t— ,�, n1 • Q t,O9 �0. l�qg, 0.6 31Z� T, CY Q - O CL' 4� I I I 0" ��e B O C K 7;v 11� _ ch Lr) PENCE U) a 0 4., m f• rr) ( I h N _J o o 0 0 0 o a o O O to b 10 q O N _J 1 __.I J rl p'r m p� "I J • I I ` 25 Qo In ° In SII ,,,. o 5 10 1,0�, 1,0.9 wy 1� ry �,�. N II MIN. ,rAaxT 0 s �. � p 2 90' BEN �s �; 5 `�� a Q'� ; 3 Q o� . �; 5 `s•4 4 FLUSHING r I -. a- HkNT n21 G 1, p 1 9 ► 4 W W l,, W 2 fI , ��•�(Jc07U ,SPAM 2 SPAM 2 SPACES .0 z SPACES z SPACES 0.00 x SPACES 2 srACCs '.0 2 aPACCs A2&PME9 )0-OC' sP,4CCs 2 i�ACE3 ')0.00 z 6P/�'!1 (>> I - . CATCH BASIN CENTERLI IE 0 S' DITCH 1 16 6 16' GRATE ELEV. (10.37) F.H s' w s' s I P _ _ �-w _ LEGEND N.E. 18 RCP INV. 6.27) ��-- P - - - --- nal �� SaT Y#� P ==TYF y� ___ S.E. 6' PVC INV, (7.81) S.W. 18" RCP INV. (7.19) _ - _ F.00E OF " EDC•E OF PAVING ��61[A\ANG 310 L,F• N 2 PVC � ,� I 651 0- �A) Ci EXISTING SPOT ELEVATION r I 1�, all 8" PVC t�0�2. ✓ T _ L,, $' Pvc ��` s PVC EXISTING SANITARY SEWER 8•• PVC SANITARY MANHOLE �� () - = mm p 1" SINGLE WATER T 6w ___ RIM ELEV. (11.47) c ' 1 SINGLE �R ; I$" RCP T- EXISTING WATER MAIN S.E 8" PVC INV, 4.71) Q WEST t TR E E T SERVICE ( .} ! EXISTING STROM SEWER S / S -_ _ - _ S.W 8" PVC INV (a 57) II I� ,Y _ SERVICE (TY�'•}� ,r -_- -_-- � BENCHMARK: (SO' RIGHT—OF—WAY) RIM N'ELEV. MANHOLE 1 6 1 W NEW WATER MAIN ti<J SAN SERVICE 1 1 P.K. NAIL IN WOOD l S". .SAN. SERVICE: l 1 N.W 8• Pv� INv. (5.99) 1 NEW WATER METER POWER POLE ;' .; •',.� TYP S.E. 8' PVC INV (6.15) . 16 1.06% MIN. (TYP) ELEV. 11.07 01.007a MIN. ( ) - --- NEW FLUSHING HYDRANT CL a SAN NEW SANITARY SEWER -C.0. _ NEW SANITARY CLEANOUT I PAVEMENT REPAIR II I I NOTE: " I ALL 2 PVC WATER MAIN TO II MAINTAIN 18" MINIMUM CLEARANCE p p R o v o WITH ALL SANITARY & STORM SEWER. C1T`i of ATLANYL� BEACH cv I 1 TNG OFF"IC•� ao L3UIL-� II �- CD G Q Designed Released For Construction Project No.: Drawing , BTP Connelly & Wicker Inc. Q 9901-35� ORCHID TRACE APARTMENTS ISSUED Drawn By Consulting Engineers r o BTP Q PREPARED FOR SITE GEOMETRY & UTILITY PLAN DEC o6 Checked This Drawing Is the property of Connelly & Wicker Inc. BEK and is not to be reproduced or copied In whole or in Jacksonville Beach, Florida ■�� u�, r� T� Scale 20' CONNELLY' &WICKER INC. art. It Is not to be used on an Other project and MAYPM AFFORDABLE Ht3U NG PANTHERS, L 1 � . O.C. p y Destin FL • Cashiers N.C. 1 11/00 .ADDED WATER MAIN B.K Date CD RCW is to be returned on request. r * No. Date Revision By• Reg. Engineer SEPT.. 1999 Sheet of 7 - l PLANTING NOTES _ 1. SEE LANDSCAPE SPECIFICATIONS (SECTION 02900 -- LANDSCAPE DEVELOPMENT) BEFORE O� BIDDING AND BEFORE COMMENCING WORK. 2. THE LANDSCAPE CONTRACTOR IS REPONSIBLE FOR VERIFYING SITE CONDITIONS AND ALL 0 w �- PLANT MATERIALS AND QUANTITIES LISTED ON THESE PLANS BEFORE BIDDING. DISCREPANCIES a=,U 2w aw ° " "O `' .3) - ICI_ SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT BEFORE BIDDING- 3. THE GENERAL CONTRACTOR SHALL PROVIDE A ROUGH GRADE TO WITHIN ONE TENTH OF A ,a w c & - 220. 00 o FOOT OF FINISHED GRADE. FINISHED GRADE (TOP OF SOIL) FOR ALL SOD AREAS AFTER SETTLE- ._...�., �-.._........_,._.,_,._„_.._.._.,..,._,,..,,M.,..,,_„_,.».,..,�,._., ° � MENT SHALL BE FLUSH WITH THE TOP OF ABUTTING CURBS, WALKS, WALLS AND ABUTMENTS. THE ”-" Pg a .....•-••-•.... - -••-••.....•-••-••. ••-••-•• -•_.._._.._..-.._.. � FINISH GRADE OF ALL PLANT BEDS PRIOR TO MULCHING SHALL BE THREE INCHES BELOW FINISH ! zw 4� a`u O O aw 1 - - N GRADE OF SOD, ABUTTING CURBS, WALKS, AND WALLS. THREE INCHES OF MULCH SHALL BE ADD- ED AFTER PLANTING, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER SURFACE ' 0,� DRAINAGE OF THE ROUGH GRADE ESTABLISHED. �- I 'z ,o 4. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL FINE GRADING AND PREPARATION i nv ' o S. d? �;' 0 w I O FOR PLANTING. THE LANDSCAPE CONTRACTOR SHALL BEAR FINAL RESPONSIBILITY FOR PROPER I ____1 m YY Y �- �� /~� �/ I + -� Q O w SURFACE DRAINAGE OF PLANTED AREAS. ANY DISCREPANCY OR OBSTRUCTION F PROPER ^Q Y - _ Q L �/ ..� �A G -_�_______________Vµ - _._...- --.-_--------------------__----- ------ 4V " a DRAINAGE OF ROUGH GRADE ESTABLISHED BY THE GENERAL CONTRACTOR SHALL BE REPORTED r = ro TO THE LANDSCAPE ARCHITECT BEFORE PLANTING BEGINS. I I w ° Q O ,,,, a i 5. PLANTING AREAS SURROUNDED BY HARDSCAPE SHALL BE DRAINED WITH ,A MINIMUM 6" ADS 1 1 J I ` �'� © U� PIPE WITH 12"X12" CATCH•BASINgAIN.) TO APPROVED CATCH BASIN, DRY WELL, OR OUTFALL AREA. S I = Z 0 a ° 0 1 14) I I I {= NOTIFY THE LANDSCAPE ARCHITECT OF PROBLEM DRAINAGE AREAS BEFORE PLANTING. ie I Q I F I I l +- I • 6. PROVIDE 100 % IRRIGATION COVERAGE TO ALL PLANTED AREAS, FULLY AUTOMATIC IRRIGATION m ry I U i =w Co a a w SYSTEM WITH ALL POP-UP IRRIGATION HEADS IN SODDED AREAS. SUBMIT SHOP DRAWINGS OF 1 a I I - 2 IR REVISIONS U1 IRRIGATION SYSTEM TO THE CITY OR COUNTY AUTHORITY SHOWING ALL BACK FLOW PREVENTION 1•--- .� w �`" r1 a 1 114) r` TO CODE. DO NOT SPRAY WATER ON PEDESTRIAN WALKWAYS OR SURFACES. IF IRRIGATION 00 i (� fi� a I I I I °' I I I I <. I I i I Np aw w I 1-1 DRAWINGS ARE INCLUDED IN THE BID PACKAGE PROVIDE BID ACCORDING 70 DRAWING. r n I I 4, 11,4 11 wa y I 1 - E I ]_ ✓ (� Q 7. ALL PLANTS SHALL BE FLORIDA GRADE #1 OR BETTER AS NOTED IN THE FLORIDA DEPARTMENT v 1 I I �`� w � fit' �^ � OF AGRICULTURE AND CONSUMER SERVICES, GRADES AND STANDARDS FOR NURSERY PLANTS", l Q I On 2 rY1 DIVISION OF PLANT INDUSTRY. I i a' o ��' w�, D 4Lt 8. MAINTAIN POSITIVE SURFACE DRAINAGE THROUGHOUT THE SITE BEFORE AND AFTER SODDING (�j �� h 4 w �`� C) AND GERMING. Q W =w mow`" ;° •v°j a� a I —� - O 9. PRESERVE EXISTING TREES AND PRESERVE ALL GOOD QUALITY UNDERBRUSH AND PALMETTO, I I_ a` o-, n, I - � IF.ANY EXIST ON SITE, PRUNE, CLEAN, AND MULCH EXISTING TREES, PALMETTO, AND GOOD QUALITY % I (U1 O I c � 1 -- L. I L u- U- UNDERBRUSH, IF ANY EXIST ON SITE, SEE CITY AND OR COUNTY TREE ORDINANCE. PROVIDE TREE � ; � �• o h T- I .. � I � C1;NTER TREE ON WINDOW BARRICADES AS REQUIRED BY CITY AND OR COUNTY. IF RETAINING WALLS ARE NOTED ON PLANS SEE RETAINING WALL DETAIL. I �, w •_ w z'v • • CENTER TREE ON IUINDOti1 UH __j 10. MULCH ALL PLANT BEDS WITH A 3" LAYER OF CYPRESS MULCH. I _ .• a a •• a' •• • _ }�� 11. SOD TO PROPERTY LINE AND TO SOD LIMIT LINES SHOWN ON PLAN. PROVIDE ALL SOLID SOD, I I • a f1 w H i _ C, I NO SPRIGGING OR SEEDING. I T • • �✓✓ 12. NOTIFY GENERAL CONTRACTOR AND LANDSCAPE ARCHITECT OF WET SOIL CONDITIONS THAT 2` •• +• • �a �" •• I _ � 11 i MIL REQUIRE SOIL AMENDMENT OR DRAINAGE SYSTEMS. DO NOT PLANT SHRUBS OR TREES IN WET a/ 'POORLY DRAINED SOILS. Q ---------- -- - - -m---- - _ .. � -- - �'-- - -- -----�� --- 13. - _ ---- -- - ^ W + • 13. ALL TOP SOIL PROVIDED BY GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR SHALL n - r - 'L BE FERTILE, READILY CRUMBLED IN HAND, WELL DRAINED SANDY LOAM, CLEAN AND FREE OF CLAY i a=w a. ^ a � ,� -_ • iw + X LUMPS, STONES, STUMPS, AND ROOTS. i . • a 2w I _ 14. PLANTING MIX AFTER ADMIXTURES SHALL HAVE A PH VALUE OF BETWEEN 5.5 AND 6.5. CONSULT ^� o w` �y :zw a 2§, _� I 'q � � YOUR COUNTY COOPERATIVE EXTENSION AGENT AND THE UNIVERSITY OF FLORIDA SOIL TESTING ° ^a _` .a ¢' ry - 5 - I VN �G LABORATORY (IFAS), i ry v „�. 15. PLANTING MIXTURE - PROVIDE ONE PART CLEAN TDP SOIL TO ONE PART PEAT. TO THIS ,� _ MIX ONE AND OIJE HALF POUNDS OF 8-8-8 WITH 50% ORGANIC FERTILIZER PER CUBIC YARD OF L.._.. ,...._ _,._„ ._.. ,._ „_., . .._.. _.._.. ..._.... .. .._.._.._,._.._,._,_.. ,._.._.,_.._,. .,_. ......_,...., ...., _„ ,.,....... ....., ......._.,_,.., ...._.._ .... ,....._.. _.. .._..1 -- SEE 51TE PLAN TREES MIXTURE. 8'__ CP O 16. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND OR DAMAGE --' --- _ - T G H220`0 ' "X 3 "" IC w OF ANY UNDERGROUND PIPES, CABLE, GAS LINES, WATER LINES, TELEVISION, PHONE LINES, AND I ' I SEPTIC TANKS. THE LOCATIONS OF PLANTS AS SHOWN ON THE PLANS ARE APPROXIMATE. THE � LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF UNDERGROUND OR \ / _ OVERHEAD OBSTRUCTIONS. THE PLANT MATERIAL MAY BE ADJUSTED WITH APPROVAL FROM THE g - I Y N • EDGE OF PAVING nn LANDSCAPE MATERIALS A ADJUSTMENTS SHALL BE MAGE AT NO ADDITIONAL COST TO OWNER.17. ALL 1 i I I I I I`,.A U I I NCS ,4N T I NCS AN L� FOR 20 DAYS RFROM THE DND OARTE FFURNISHED INSPECT ON Y THE LANDSCAPEDACCEPTONTRACTOR SHALL ANCE EXCEPT FOR BTR ES.GUARANTEED TREES WE S T 7th S T FR E E T 6) 1 SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL INSPtCTION ANb ACCEPTANCE. + 1 18. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANT MATERIALS DURING THE INSTALLATION OPERATION UNTIL FINAL ACCEPTANCE, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTE. SPLIT DRIvEWA'r'S WHEREVER F-'OS5IBLE TO AVOID 10 - LIN APPLYING OMENTAL HERBICIDE AND PRE-EMERGENT HERBICIDE OR EQUIVALENT APPROVED BY TFE E 8 /� ��j I/^�AE)E EX15TING TREES. SUBMIT SHOP DRAWING PREPARED I O - L I i `l p� THE ENVIRONMENTAL PROTECTION AGENCY AND THE FLORIDA DEPARTMENT OF AGRICULTURE. I r�--4 (_ 1.... O STAKE ALL TREES WITH 3, 12 GAUGE, ANNEALED, GALVANIZED STEEL CABLES PER TREE. USE 2-PLY I /� }� /- I I IN THE MELD TO CIVIL ENGINEER FOR APPROVAL. TYPICAL NATCHEZ WHITE CRAPE MYRTLE TREE3: STAKES, u REINFORCED BLACK RUBBER HOSE AS CHAFING GUARDS, AND 2X4X24 PRESSURE TREATED PINE NDSCAPE ('�"��I C�L ) C I T�' OF 4 T L�iN�"' I C J_...�E /\ 1...1-1 CONTRACTOR MARK IS RESPONSIBLE FOR WITH STRAIGHTENING RANGE 7 TREES VEY IFOR NONE RYEAR B'FROM FINALAACCEP ACCEPTANCE. /� {--� p }�.� �`"' (6'D IAi"IETER MULCHED BED EACH TREE) }� 19. THE OWNER IS RESPONSIBLE FOR CALLING THE LANDSCAPE ARCHITECT FOR FINAL INSPECTION. T I�E E 8 A R�I C A D E fRE QU I ISE I I E N T 5• - 32 I N 1 - L I � Z 73 FINAL PAYMENT SHALL BE MADE AFTER FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. _, TYPICAL NATCHEZ WHITE CRAPE MYRTLE TREE WEST 6 t h S TR C E T 5LOC 7 -4 2 - fRF � 20: ALL CHANGES TO PLAN MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. ANY CHANGES Cn TO PLANT MATERIAL IN THE BID MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. SUBMIT A (6 t)IAMETER MULCHED BED EACH TREE) Z BID WITH UNIT PRICES TO THE OWNER AND THE LANDSCAPE ARCHITECT. 220. 00 ' LOTS © COPYRIGHT 1997 - JAY DEVINE - LANDSCAPE ARCHITECT �, I - 1 - E" • I - E J i _... ._.._._.._- - a- 4NTING: - ,8- �� - -- __:__ _ -== =: M=` - _ _r_ :__ANT � 5f T - w-- . - - - 1 ONTY. KED" _ L Q1"1M0N NAME 5'ZF - „ . per. _,....._...anc.... -.. _.._.._..alp... �.wti ..._.._.._I_.._ ,... .._,...., _�... LLI TizEES •_ ••• •i 1 ••i I CENTER TREE ON UJINI70LU CENTER TREE ON WINPDW z 1 Q }- 43 LI Laeerstroe:mia indica natchez' / 'O'Ht. x 1'Spo, r4-1'` caliper trunks minimum per tre !I �' h°� , ,�C r =W �( _ �-� "T" Natchez White Crape Myrtle: o 2 2'' caliper trurks per tree r / ;;� I � E E „� I � • I i 0 13 Qv Quercus virCginiana / Live Oak 10'Ht.x. 6' Spd. , 2" caliper W/ ; — - - - - - - -- - -- - -- - - i I '� i i . • •; � •• •Z . 1 • I u O l�- O PLANT L. 157 ` OPTION,AL S U B i��r" AND 51�IALL TFEE,5 a • `� � o + + � +- QNTY KEY U _TRE S _ E3QTAN1C ,1 N�E / COMMON NAME ___ Z 1I ! �I ® ® ® T r- I - �. I �, I ` - -- - -__----- _ _ I �I ® ® �- L_ f Q EJ Eriobotrya japonica / Japanese Plum 444t, 3Ga I. uI o o - � � � ,Q Q �. � J ` ISN J ` ISN � � O Q ; I I I s� ar Q a ,`O 41 aw I I I � ! -� LIL Laee:rstroemia indica / Lavender Crape Myrtle 4'Ht., 3Ga1. (I i (�� o� �� o w ry a it I 8 1181 a2 �^ ; SEE SITE PLAN TREES 0. 11! LIP Lagerstroemia indica / -'ink Crape Myrtle 4'Ht. 3Cxa I. 3 ` �5 +i 111 �-- 3 - I GB 0 A �I I ! 1- LIR Laee:rstroemia indica / Red Crape Myrtle 4'Ht., 3Ga1. _ BCS j • * a - ISN 11 ,, II U-1 .---.1 u LIUJ Lagerstroemia indica / white Crape Myrtle 4'HIt. 3Ga I. _� O © 118 I T,f" I G,4 U ( INCA A,NT INS AN U1 ----- �___11 ____-- __-_--- --_---_________ _�_____ __ ._ _ cj $1 OL co BC Butia capitata / Plndo Palm aro", 15C�aI. - I i 4' H % �- 1D �� - _- r� u f ______-_____ __ ___ . -_____ _ 100. 00 HSr I-libiscus 5p. / Red NibiScus 2411, 3C�xa I. I _ I I �------ --- g �y------------ 1 1 I � Q! NSP Hibiscus sp. / Pink Hibiscus 24" 3C-;a I .a �� UD G Q =w aw TYPICAL LIVE 04< TREE Q 111 ' I I • � � =w � �� � I i (&'DI4METER MULCHED BED EACH TREE) Z � HS~I" Hibiscus sp. / �`ellow Hibiscus 24 3c-la I. LLJ +I + I a N a' I I i u u ICG Ilex cornuta 'burforoli' / 8urford Holly 24"x24" 3Cal. o I + `� BC NNI I + i cn IvN Ilex vomitoria 'nava ' / Dwarf Yaupon Holly 12"x12" 3C-jai. I ! I a - H •a =w `� 4 z I PT Pittosporum tobira / Green Pittosporum � _ -- _ 24"x24",3lGa I. i o I -- - - -- - UD - n' ry i U� _ G.0. z a C.O. 1 U I w _ �_ _ _-1 2 Q 5 T A -�" ! ---- -- zw1 RF Rhododendron s imsl f ormosa / Formosa Aza lea - ----- ---------------- _� - 24"x24" 3C�a i. •�� � h�'v------ a -------- ---------------------------------------------_.._____r�_.. - w� I i � -- - 1q --•------------------------------__------ - _ _____1 �________._---_______--_.-----/ o RCPT Rhododendron s ims i eor e tabor' / Geor e Tabor Azalea 11 � -- _ _� �- t �W 9 J � 24 x24 ,3C�a I. - � � �, �--._._ � � � • _._-�------.Q�,>�---•-�-� 1 p_,�_.___...�.__�__ a � $�����\��, U1 - _ - - - 11 - -- _ -- a - _ - _ V� ° 7_' Rew Rhododendron simsl ce'erbine' / Gerbine White- r4za lea 24"x24' ,3C-cal. � I o � � �� © � � O -- 2� � a 1 a �� � U� RF rhododendron simsi 'pink' / Pink Azalea 24"x24",3Ga1. _ - BC I1 I _ as '� d aw lZ�� u S1"." AUC�USTINE '1=LORAT,4M' ! w ? az _r I - U x _ MULCH , II I 1181 FN n� II I :181 a 1181 lIl Z ALL PLANT 15EDS , � DIAMETER I-IU HED 8ED EACH TREE � � � � � � � 1-»� II I ry � � I ti -; c�=Fr Es5 >�lui.��+�_ 311 r+�lcrc 1 j a i r M � TIGATZCIN CA � CULAT ❑ N__S I "a =`� CITY P�AR0VED Q _ —___--- - (l ® ® ® ® ® ® w ® ® ® I�ur�b►n��nr��,BEECH } PROTECTED TREE MITIGATION �� PROVIDED TOTAL TREES (I I ° SCALE: REMOVAL REQUIRED I II •Z •� ---� rs • •� • H I Q NOV 1999 1 .I _ 20' Q _ __ I 1 __Mt __..-- - _- •• ------- -- • 5. -- 2'CAL. OAKS - -- ---- - - - $ ATE }— m 111 OAKS 20" @1"/2" 10" 10" CG) 2' CAL. ❑AKS = 10' �� i I o a1 Y I I -2 5 TAG LIN y ry I a � �. z�, � RECEW � z " AL. R CAL. OAKS = i16 i I 4 ��� Q <4�> 4' CAL. CRAPE MYRTLES 168' I •"• •• •: OTHER 367' @1'/2' 184" 184 _ �� !- (NATCHEZ WHITE= CRAPE MYRTLES) �.._.._.._.._.._.._..�.._.._.. ,._.._.._.._.._.._._.,_... „...... ..... ....«... _.._.. .. . ......._.......... ._......�...... . _...,. .._.. ....,_.._.._.._.._._.._.. .._.,_.._,._.._.._. ,. ._.._............ ..,.. _......_ _.,.. _..�.,., _ z _- - -- — I o DHE �ti+7' �u ' rte"- _.._ - - _• �� DRAWN ,J.DEVINE TOTAL CALIPER TOTAL OTHER =isa' 11 0U, 1999 t� ' T INCHES REMOVED: 387" TOTAL REQ, i94, TOTAL PROVIDED: 194" j - _- - - --_ -- --------- - -- -- - -- - __ sand i za 6" W "--CENTERLINE o s' DITCH a eac SHEET: (� TOTAL 194" = F."__� �_ s P G __. - -- - _ .�_� _ .v Buildingh OL Hing ! C) / I EDGE OF AVING 320- 00' EDGE OF PAVING I u 0 T E G T ED T 5 �o 5 � �OC -"� NOTE= SPLIT DRIVEWAYS WHEREVER POSSIBLE To AVOID V 14" OAK _ `r EXISTINCs TREES. SUBMIT SHOP DRAWING PREPARED �� � d j —1 SI ECIEJ TOTAL E)5H ZONE �O�`� I - 14' OAK - TREE TO �E SAVED IN THE FIELD TO CIVIL ENGINEER FOR APPROVAL. � U1 O TREE V L_ PINES 4M1 APLES Isl INTEi�IO ' 0 20 30 -4a roo 10o E BE ED WEST T nth STREET R � E T u - TREE 8,4RRlC,4DE NOTE : �Af;;C ALL TfRE E 5 TO 5E i�E1 IOYE ED FINE 5 4 r-14 L_E 5 1-1 " x T I O; : cH� I~' o�I D >4 4--105 818 O X"f" i�IOfi GiRAPNIC 5C'1 LF J140TE: SOD ENTIRE SITE WITHIN �� ' OF ALL PLANTING UJITH i�ED FAINT AT 5fREA,ST �4EIC;HT, p LL O,4fC5 20 AND RIGHT OF WAY i- 3��1 " LANE) 5CAFE F ; 0