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2095 EDGEWATER DR{ -- qJ �"r Tow 0 I ,F AI BC P2004-08659 i EDGEWATER TOWNHOMES LLC Zoning: MDR atlas# 251A BC P2004 -06662 EDGEWATER TOWNHOMES LLC Zonino: M ©R atlas# 251A 0 rn 00 4 BC P2004 -08697 3 b O tD ca O N D O O � .ft C92 d O go CO) O C ? to -0 W d p C!1 s e a o i t w r ur 3 �ca� A IF i_ €� CA P* . i C O = d to EDGEWATER TOWNHOMES LLC Z �� CD cc C 0 Zoning: MDR atlas# 251 A I Cad �* cm " CD r+ D T C CJ CD co Cc C7 C� ( rT1 M O "S 1 ~ r 2 ca CL; .�f CO Z ,yr CO p O _ I - Z CO O C c- C=9 �. n (� tars ca n C/) 209-33 �,r-%NGF -WATF DR BC P2004 -06695 EDGEWATER TOWNHOMES LLC I EDGEWATER TOWNHOMES LLC Zoning: MDR atlas# 251A Zoning: MDR atlas# 251A r .J 2"W5 F E T ;-: -? n BCP2004 -06693 EDGEWATER TOVVNHO +MES LLC Zoning: MDR atlas# 251A CA CL t7 T CR O 1 � CL c d p O y co O. C2 to O O. OGLE Plan. Design. Construct. Maintain. Victor Ricco Superintendent GLE Construction Services, Inc 813- 241 -8350 1 Fax 813- 242 -4027 1 Cell 813- 781 -1222 vricco@gleassociates.com I www.gleassociates.com 3109 W. Dr. Martin Luther King Jr. Blvd., Suite 550, Tampa, FL 33607. General Contractor CG C047543 i Asbestos ZA 00001531 PSSC C056722 J� T O E C) 0 0 N .n E O 0 0 / I ; GV LEGEND: >< = Gate Valve =Light Pole Sign = Found Iron Rod Cap VVV Oak = Cherry Laurel = ® =Water Meter F.I.R.C. M = Water Valve (P) =Plat v_ -[ 1/ = Wood Fence Palm \ = Pine UL UL UL = Utility Lines �• = (S) = Survey 1-0-3 = Utility Pole f = STORM INLET F.C.M. =Found Concrete Monument � � = Camphor =Punk �- =Guy Anchor INV. = INVERT .o = Sanitary Manhole HOC = Sanitary Cleanout = I- iickory = Citrus R.C.P. = REINFORCED CONCRETE PIPE ( SIZE AS NOTED) GRATA = 7.35 N. INV. = 5.18 . UNION STREET ( S ) W. INV. - 5.20 vn er I ire pf Road �` / RAINBOW BOULEVARD (P) Pavement 18»� C p ;' /Edge of Pavement -\ 2' Va'Ie /Gutter, Paveover 112' . REMOVE STEPS& N SAW -CUT AND REMOVE WATERMETER \ RESOD R.O.W. EXISTING DRIVEWAY - - -- - - - - - - -- -- - - -- ------- - - - - -- - - - -- _________ V L r�------------------------------------------------------- - - - - -- ------------------------------ - ------------------ �---- - - - - -- -- - - -- - --- - -- - - --------- - - - - -- - - - - -- - -- -- - --------------------- - - - - -- 1 rr V -- -- � 2 PE 650v � // FLOOD EL 11 �C ` ?1`� - ZONE AE Concrete Steps Concrete 1 r / /wrn T- - - - _ - -Step �1.08 - - - -wy B- --T_ B. - T Found 4x TB T wm �oncrete 200 (P) Found 4x4 // Monumen � �'� / ° , „ , '- As halt Concrete _ S r � '• y Monument Cf) II , J 10. 8 r PALM , FLOOD EL 12 f / "' � ; 12.13 O r ll' 9 / ZONE AE a 13.75 PALM 2 SILT FENCE (TYP) r 2 � � / ELM 11 ater Spigot 0 0 ('0 1 X r Q) l �o /I1 l 1 r , FL6Oq EL 13- Sl u o gl Sl I 0 7 / r J1�1 ' �� Jai E AE / 1x1 �0 1 3 xJJ,I � r � Concrete -� ,� /� �I1� i +,� o �� / Water Spigot I Concrete Sidewalk Pads 'l 1 °.ncwa Corner 6' y Wood 0 1 /it L I / Fence co l- I ,' IJI i_ / P M 12 - 51 TREE TO BE J o I ' I' r C ' CZ '� / REMOVED TYP _ 0.6 West m ill r� �% I ( ) / of 1 I / C7� 1 1 3 J 1,'n X 1 0/ 1 a I1 I lrr x O 00/ I Boundary / W O d: // I 3.54 Screen Brick hill 11 O O Steps i Qv� IEnclosed 2x3' Covered -� � - p TREE TO BE K24 (- 2� Concrete Irrigation Pump & I O SAVED (TYP) Well I O - -- - 1 � 1 I , I' / Concrete Sidewalk ° B 1 a k One Story Wood a I I iii ' / B I One Story Wood Frame Garage 6' We 0 I ,11 1 ' / i-- lg' I I Frame House Fend 1^ /Q I I I I Finnish Floor ° One Story .84 1 PALM�12 �' I Elevation = 15.7.9 Masonry „ Ld I Paving 12 Residence S1 I � O' I r I Jr ' gl Q 1 � IJ t l � Bricks �"�� O I / W I Steps J 2� `$0 5 f� O / I I vf� l ►� I LOT 3 ' q/ Icn I W/ i �II l ^�- I �2 0.478 acres SAW -CUT AND REMOVE 48 L.F. Water Spigot o I � I UII 0" Unknown (Dying) - EXISTING CONC. SIDEWALK. Water Spigot OAK 4 Wood C) I i � `t� ; z Fence I TB -TB 2x,3' Covered , lI Water Valve (� Spigot II II r W PAL ~ 16 .14 4.06 l �..�trv� Metal I I 1 1, 4 • Shed I OUnd ron 2.32 TB � TIB ®TB TB -TB End 7 Wood ✓ I; 3 �� Rod & Cap HLM I Fence CY) I / LB 6969 0.1 North 7 Wood Found 4x4 23 .__._..I j.. Illl _ _ _ _ - - E - E - - E - - ER - - - - E - -E_ ��E cur E � Of Boundary Fence -� Crete ___.._ -_ __ _.,__.._._ ___._ -__. r Con E EIN3 �_�•, -•-_ Monument I ' I I 5„ - a _ I I I ,,� I II N th t Wall OPTIONAL POST POSITION ( VERTICA It , or wes------------ - - - - -, �(_ N89 °16'57 "W 215.82'(S) I 1 I �,---------- - - - - -- End 6 Wood GRAPHIC SCALE ; I Corner of „ Fence Wall r�' Two story N 89 °57 54 W 216.00' (P) �° 0 5 �° I ''is 1 11 - 0.1' North Masonry 0.1' East ' Residence I I JI! I II 1 I I II O f II Li I f ; ilil II i; Boundary U.5 West 0.1' North of Boundary ( IN FEET ) 1 1 1 I 1 inch = 10 ft. I i Ill 1 I I, Corner PINE TREES AND PALMS REQUIRE EROSION/TURBIDITY CONTROL NOTES SURVEYOR'S NOTES• INCIPLE POST POSITION ANTED 20• TOWARD FLOW) FILTER FABRIC LOW TOE OF J PROPOSED GRADE 2' STAKED SILT FENCE r J Z 0 F.D.O.T. TYPE III Q INDEX N0. 102 o EXISTING GRADE 4 a0 Z 4 tmro L14 " ¢ % POST (OPTIONS 2 "X4" 8' MAX. OR 2.5" MIN. DIA. WOOD; FILTER FABRIC (IN STEEL 1.33 LBS. /FT. MIN.) CONFORMANCE WITH SEC.985 FDOT SPEC.) _T cl EXISTING GRADE 0 i� _ SILT FENCE DETAIL NTS 1" x 4" TOP RAIL 100% PROTECTION. ALL OTHER SPECIES REQUIRE 2/3 PROTECTION. TREE BARRICADE DETAIL NTS i 2 "x2 %4" VERTICAL WOOD STAKES, DISTANCE BETWEEN STAKES SHALL BE NO MORE THAN 8' APART. 1. THE INSTALLATION OF TEMPORARY EROSION CONTROL BARRIERS SHALL BE COORDINATED WITH THE CONSTRUCTIOM OF THE PERMANENT EROSION CONTROL FEATURES TO THE EXTENT NECESSARY 1TO ASSURE ECONOMICAL, EFFECTIVE AND CONTINUOUS CONTROL OF EROSION ANID WATER POLLUTION THROUGHOUT THE LIFE OF THE CONSTRUCTION PHASE. 2. THE TYPE OF EROSION CONTROL BARRIERS USED SHALL BE GOVERNED BY THE NATURE OF THE CONSTRUCTION OPERATION AND) SOIL TYPE THAT WILL BE EXPOSED. SILTYAND CLAYEY MATERIAL USUALLY REQUIRE SOLID SEDIMENT BARRIERS TO PREVENT TURBID WATER DISCHARGE, WHILE SANDY MATERIAL MAY NEED ONLY SILT SCREENS OR HAY BALES TO PREVENT EROSION. FLOATING; TURBIDITY CURTAINS SHALL BE USED IN OPEN WATER SITUATIONS. DIVERSION DITCHES OR SWALES MAY BE REQUIRED TO PREVENT TURBID STORMWATER RUNOFF FROM BIEING DISCHARGED TO WETLANDS OR OTHER WATER BODIES. IT MAY BE NECESSARY TO EMPLOY A COMBINATION OF BARRIERS, DITCHES AND OTHER EROSION /TURBIDITY CONTROL MEASURES IF CONDITIONS WARRANT. . 3. CONSTRUCTION OPERATIONS IN OR ADJACENT TO WETLANDS SHALL BE RESTRICTED TO THOSE AREAS IDENTIFIED IN THE PLANS AND IN THE SPECIFICATIONS. 4. EXCAVATED MATERIAL SHALL NOT BE DEPOSITED IN THE WETLANDS OR IN A POSITION CLOSE ENOUGH THERETO TO BE WASHED AWAY BY HIGH WATER OR RUNOFF. 5. WHERE PUMPS ARE TO BE USED TO REMOVE TURBID WATERS FROM CONSTRUCTION AREAS, THE WATER SHALL BE TREATED IPRIOR TO DISCHARGE TO THE WETLANDS. TREATMENT METHODS INCLUDE AND ARE NOT LIMIT -ED TO, TURBID WATER BEING PUMPED INTO GRASSED SWALES OR APPROPRIATFE VEGETATED AREAS, SEDIMENT BASINS, OR CONFINED BY AN APPROPRIATE ENCLOSURE SUCH AS TURBIDITY BARRIERS, AND KEPT CONFINED UNTIL ITS TURBIDITY LEVEL MIEETS STATE WATER QUALITY STANDARDS. 6. THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS SUCH THAT THE AREA OF UNPROTECTED ERODIBLE EARTH EXPOSED AT ANY ONE TIME IS NOT LARGER THAN THE MINIMUM AREA NECESSARY FOR EFFICIENT CONSTRUCTION OPERATIONS, AND THE DURATION OF EXPOSED, UNCOMPLETED CONSTRUCTION TO THE ELEMENTS SHALL BE AS SHORT AS PRACTICABLE. CLEARING AND GRUBBING SHALL BE SO SCHEDULED AND 3PERFORMED THAT GRADING OPERATIONS CAN FOLLOW IMMEDIATELY THEREAFTER, AND GRADING OPERATIONS SHALL BE SCHEDULED AND PERFORMED THAT PERMANENT EROSION CONTROL FEATURES CAN FOLLOW IMMEDIATELY THEREAFTER IF CONDITIONS ON THE PROJECT PERMIT. 7. THE CONTRACTOR AND /OR OWNER'S REPRESENTATIVE SHALL PROVIDE ROUTINE MAINTENANCE OF PERMANENT AND TEMPORARY EROSION CONTROL FEATURES UNTIL THE PROJECT IS COMPLETE AND ALL BARED SOILS ARE STABILIZED. 8. SILT FENCE SHALL BE LOCATED AT THE PERIMETER OF CONSTRUCTION LIMITS, AS DEFINED BY FIELD CONDITIONS. 9. CONTRACTOR IS TO PROVIDE EROSION CONTROL AND SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATERWAYS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE. IF, IN THE OPINION OF THE ENGINEER AND /OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF -SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND /OR AUTHORITIES. 10. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION OR OTHER ACCEPTABLE METHODS. 1. The survey shown hereon was prepared without reference to a Title Commitment. 2. No underground installations or improvements were located as a part of this survey, except as shown. 3. Ownership of this property is subject to opinion of title and is not expressed or implied by this survey. 4. Last date of field survey. 03/5/2004. 5. Bearings are based on the monumented South boundary of Union Street with assumed bearing of S89'1 2'22"E. 6. This survey was prepared expressly for the entities named. No other person or entity is entitled to rely upon this survey for any purpose - whatsoever without the expressed written consent of Burcow & Associates, Inc. 7. Attention is directed to the fact that this survey may have been reduced or enlarged in size due to reproduction. This should be taken into consideration when obtaining scaled data. B. Subject property appears to be located in Flood Zone "AE, X" (areas inside of special flood hadzard area) per F.I.R.M. No. 125096 00080 D dated April 19, 1991. 9. All datum of based on U.S. Army Corps of Engineers Brass Disk #J -06, with an elevation of 8.692. n �. U 0 0 �w 'raq t~ W Q N r J Z 0 o Q U G M 00 O o > m N (n u .p - N r. 4 a0 Z 4 tmro L14 " ¢ % -n o � a U LL � X W N U O � o 3 V 5 p v U � U O Cn ic�d 00 00 Q M '.n 0 0 1� N J Z 0 o Q o C 4 Z 4 o � a U LL � X W U o`l � � o M o ° Z 0 0 3 a Q a v z ° - � w o Q) ti v Q o o O l' N W JOB NO. 04548 DRAWN BSW ° CHECKED MDC QC MDC SHEET 3 0 N a N n N _ ° N 50 0 C N r) -- u7 cD LU Z O LL J Z 0 o Q o � w � � Z 4 LLJ L U LL � X W U M J J W t M o M W z w Z 0 a Q W � w a ti v Q a Q O l' N W JOB NO. 04548 DRAWN BSW DESIGNED BSW CHECKED MDC QC MDC SHEET 3 U) m a E 0 0 N 00 O a`° E 0 0 0 a 0 3 v �o a 05 00 ui 0 N a Q_ 0 U C U 9 0 co to 0 rn aD aD w Y U N O 'o7 vo LPG /D u- PIPL INN. 2.10 % /4 "x1" REDUCE -- - - - - -- - - - - - -- - - -- - - -- 3/4" DCV (TYP) ------------------------------- - - - - -- -------------------------- ----------------------------- ----------------------------------------------------------------- r 3/4" METER (T) WATER CO ON / 1 "x3/4" REDUCE C a -� = 7.35 DETAIL MT.) N. I ti' V. = 5.18 / / SCALE: 1 " =5' CONTRACTOR STALL CORE 24" W V. = 5.20 OPENING, INST P,-ANB - �- - - - / - - - - _ 2" HDPE WM (TYP / MORTAR INLET CONTRACTOR - - I SHALL REPLA E SIDEWALK, SOD 2 "x1" REDUCER (T RIGHT -OF -WA , AND REPAIR ANY / 15 LF - / 1' PVC WM (TYP / DAMAGED C B. 18" RCP 1 % / ! GUY WIRE TO BE IF HARMED DURING CONSTRUCTION, °O RELOCATED BY DEVELOPER AGREES TO CONTRIBUTE 1" VALVE & BOX 18 R. C. C. / / FHA / POWER CO. TO THE CLEARWATER TREE FUND AT INSTALL FDOT MANHOLE AND FIELD LOCATE (SEE DETAIL) THE RATE OF $48 / INCH DBH, / -- -- - - - - - -- ----_------------ CONTRALID L -------------------------- ----- - - - - -- ----------- - - - - -- ------ ------------- - - - - -- -- - ----------------------------------- - - - - - - - - - - - - - - - - - - - - WG. - - - - - - - - - - - - - - - - - - - ' ' ,r VERIFY WATER AIN AN �r V FDOT MANHOLE / 6" x 6" TAPPING - - - - - -- ----------- - - - - -� --- - - - - -- - - - - -•- - - -T - DEPTHS PRIO TO RCP I r (STANDARD INDEX NOS. 200 & 1. SEE DETAIL SHEET 5a SLEEVE AND ---------------- INSTALLATION IN THE EVENT OF / I r - --- °° °RII�fEL �°$ S - - -D° - - -°°`- ---- ° °�' - - -� VALVE ZONE EL 11 ° ,�� ° Q / ZONE AE 1� ° 00 I (� A CONFLICT, �ONTRAGTOR £- ._ _ wM iD/ V_ -5.35- w - wr - -- w I w . - - -- - - - - )11.Q$ - � r1 -- fi,Nr, - -- -- -- - -- - -- - wM- -- wry - - -- wry - -, -- - � SHALL INSTA L A CONFLICT BOX / � 3 1 / SE. INV - 5.3 , -T�, _ ..__ .. w� PER FDOT A D CITY OF I CLEARWAY SATNDARDS. /:r r 14. r 9.5 ° ° a ° �1' °a `SO a 10 PROPOSED 173 L.F. a o a ° 4�SIDLWALK ° 2' 2 a 1 • ' / 11.00 2 / , a o- Q S °1 2'tE 19 9.82' (S) a a 1 g 2 7 �`° 'so ° / z 1,x.18 PALM 4 20' rr r � I T.O.B. = 12.10 1�`�3 24" WICK ' T.O.B. = 12.10 r r r r � :13.75 STOP BAk PR. STOP lI I T.O.B. = 12.10 I I r DRY POND 1 EL. = 11.0 S+ NP SIGN EL. = 11.0 / a�`Z• rr EL. = 11.0 - - -- - -- �-- -_ T.O.B. T,O.B. = 1 R CITY Y � T.O.B. �j,Q ° ° Q � 20' MITERED END SECTION I HA 12.�(11-.61 P €Rf =DOfi = 12.10 EL. = 1 .0 INV. EL = 9.75 BOTTOM = 9.75 EL. = 10.0 N % I I r r r - -- ( ° i / I � ; �I�r � � h _r EL. = 11.0 SHW = 7.50 � cV j EL. = 11.0 13 LF 8" PVC PIPE @ 0.5% VV / 6 HIGH DECORATIVE 1 a 0 8" CLiANOUT INV. EL 9.85 EL. = 11.0 I # / - I �t, FENCE �r,rCONTIOL _ T.O.B. = 12.10 T.O.B. - 12.10 KIdSK ° 24.00 I I 1 II ►STRUOTURE / I - l 1 , CS -1 SEE 13.5 ° ° SUMP C.51 - -- - _ 5.6' DET ILS / _ - I- . - J36 I 2" x 6" TAPPI G I i1 r �' SHEffT 5 W /RIP 51 I !� 1 .40 0 M• / SLEEVE AN� I II �1 11 �� k 1 -RAP !� ° 4 •SO in h I VALVE // II j Ir r',. Irr 00' / Ci I 6'> ° a p is • a �� a q- 13.54 - I ° 1" PVC Water Line U N T a (� FFE ' 14.60' a ° O j - � 26 a r- a j FFE = 14.tl0 ap 4 a 1 / l SEE WATER METER III 1 67 ►'� ° a , � OFFSITE ASSEMBLY DETAIL °�/�- I ' I __ p� 11�.� ROOF D I COLLECTOR 63 LF -;8h PVC @ 0.5% '��- '�/�� ��? ° ° DIVERSION SANITARY( MANHOLE I � 'e`-trh r 'I (TYPICAL) ��' � I CONTRA OR TO TIE IN DOWN SPOUTS Dc• � � SWALE FLUSH /W/ SIDEWALK it III' { ' PER FD T INDEX #200 & 20 1 j 1 6 SS s SS 4 o I ! RIM L = 8.75 I II II �- 13.6 I I I I � ° a I INV fL = 6.33 I f III 'S 6SS .. Ln h FFE = 14.50' R I w I ' 84 I 4 1,�Jj5 '�C` �� ° ° ��j'• a ° d cj- I a ALM 2 ° ALL ROOF DRAINAGE a y� S° a I ( N r 1i ' I / I i 3 ►I � � 1n 50 � 1 .00° � � UNIT �2 DIRECTED TO POND ! ° ALL ROOF DRAIN GE _ VIA SWAGE AND FRONT ° ° 12" y �O a • 00 �' VIA $VI//�LE POND d k �j ° I I �p FFE - 14.00 6� DIRECTED a I � /PROPOSED 48 L.F. I ( � � � I '►� ROOF LEADER.. ' I 4 SIDEWALK I rte/ o� I � �. LtJ '��.. ° d DRIVEWAY.._ a a ° a I � O a L 3 �.1 EXI TING 4' / I / ^rnrn � ^1 .C/►' 1" PVC Water Line a °`UTILIT EASEMENT � F 2" x 6" TAPPING 25' I •s ''� ° •t;, t I SETBA 12.00 III 1 .67 I �`� a ° M� I � SLEEVE AND � I # I Z CK � 4 I a �S• ° I - / VALVE 1I �] UNIT #3 A J 1„ FFE = 14.00 01 FFE = 14.50 I / I d 1" PVC Water Line ° o ° 14 ' .� 1 3 6 d a a 11 I 4 ° 14.0 ( I r I PALM 16 8' PVC CLEANOUT a � -- h � ° a / 6" x 6" TAPPING i I I ( INV. EL 10.15 ��• a `�, ° 4 / SLEEVE AND I I: „ „ 4" FIRE LINE 6,HIGH '��`' SOD ° 4 IJ� [ / / 6SS 6S 6SS I VALVE C; 900 DR -14 4 �. DECORATIVE 1 4 '6Q 10' r / I ° _ FENCE SETBACK s,• 4 "FDC 4. -FDC - - ,. � ,- - - - �-- -.._ I I a I VALVE _ 4 FDC FDC ! M - 14.3 I " „ 4 FL 4 �47FL 4,•R ��• ,\p�� 1 Y 1 I o a r FHA ' �- I I " /I (SEE DETAIL) ; ; � 6 DDCVA G• - E--�,- _.•�_ I E._,� -- �2 .'�,�- -�,�� V • L 23" I � _ I / POINT OF CONN� TIO - - - _ - - - --�- -- - - _ TO EXISTING MA �10LE III , 1 ' 1 - I III I r 1 _________ �_____ N80016'5 ' ' a 50�. N PROPOSED I I SIGN - "NO PARKING FIRE 5 4' WALL /FENCE / @INV. EL.. 6.15 111 r I 1 i DEPARTMENT CONNECTION ",;� W 215.82 (S) / (SEE SITE NOTE i Ih) I Ilk i I 1 1 , �� / 1I r r I 1 FDC FIRE DEPARTMENT (( 1 3 I I I I I CONNECTION OFFSITE DIVERSION 1 1 III I 1 i 11 I I FLOOD EL 13 1 III I I / ZONE AE I I ;gil i it ii / I j 1111 I I I Li FLOOD EL 12 ZONE AE "2087 Edgewater" M� PROPOSED LEGEND: GRAPHIC SCALE 1 Condominium Rook R5. Pnnp 39 ,° 0 5 ,° 20 �wr1 I SITE NOTES BUILDING ® PROPOSED STORM INLET 1. THE PROPOSED ACTIVITIES SHALL COMPLY WITH THE CITY OF CLEARWATER DEVELOPMENT REGULATIONS INCLUDING THE 9. SOLID WASTE COLLECTION SHALL BE BY CURBSIDE PICK -UP ALONG UNION STREET. ALL RESIDENTS SHALL STORE SOLID 18. PRIVATE LIGHTING SHALL BE PROVIDED ON A PER UNIT BASIS. PROPOSED MITERED END SECTION TREE AND LANDSCAPE CODE, STORMWATER MANAGEMENT WASTE CONTAINERS INSIDE GARAGES OR UNITS. 19. ALL UNDERGROUND WATER MAINS AND HYDRANTS ARE TO TOTAL = 6.28 UNITS / ACRE ASPHALT BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO 12" PALM 10. ALL AC UNITS WILL BE LOCATED OUTSIDE THE SETBACKS. - .-.... DIRECTIONAL FLOW ARROW P • . SIDEWALK / CONCRETE O SANITARY SEWER MANHOLE THE PROJECT BOUNDARIES. 11. UNITS SHALL BE 3 STORY, AND SHALL BE EQUIPPED WITH FIRE SPRINKLER SYSTEMS AS PER FLORIDA BUILDING 20. PLANS ADHERE TO FLORIDA FIRE PREVENTION CODE -2001 EDITION, NFPA 101 -2000 EDITION, NFPA 70 -1999 EDITION, AND " PINE 3. ALL SIGNAGE SHALL COMPLY WITH THE CITY OF CLEARWATER CODE. THE 2ND FLOOR IN THE GARAGE UNIT SHALL BE OPTIONAL. FLORIDA STATUTE 633. SANITARY SEWER CLEANOUT SIGNAGE CODES. PROPOSED SILT FENCE PROVIDED FAR = 0.041 MAXIMUM ISR = 0.75 12. SOD ALL AREAS IN EXISTING RIGHT OF WAY DISTURBED 21. CLEARANCES OF 7 1/2 FEET IN FRONT OF AND TO THE SIDES OF HICKORY - - - - PROPERTY LINE {� Cn DUAL SEWER SERVICE 0 _� PROPOSED WALL / FENCE THE HYDRANT ARE TO BE MAINTAINED AS PER NFPA 1, SEC. 3 -5.6. 13. FFE= FINISHED FLOOR ELEVATION. -04 GATE VALVE s "ss PROPOSED STORM SEWER 22. FIRE PREVENTION SYSTEM TO BE INSTALLED IN ACCORDANCE PERFORMED BY THE PROPERTY OWNERS ASSOCIATION. 14. ALL UNITS SHALL INCLUDE ROOF DRAINS TO COLLECT WITH NFPA 13, 1999 EDITION BY A LICENSED FIRE SPRINKLER FIRE HYDRANT ASSEMBLY -FHA Wm PROPOSED WATER LINE , REDUCER e m PROPOSED FIRE LINE 10 o BACKFLOW PREVENTER �- PROPOSED SPOT ELEVATION 7. WATER AND SEWER SERVICES SHALL BE PRIVATELY OWNED FOUNDATIONS WHERE GRADE DIFFERENTIAL EXCEEDS 12 ". ❑ WATER METER ( IN FEET ) 1 inch = 10 ft. SITE DATA PARCEL ID: 03/29/15/73458/000 /0030 SITE NOTES CURRENT ZONING: RESIDENTIAL IV 5„ CHERRY LAUREL 1. THE PROPOSED ACTIVITIES SHALL COMPLY WITH THE CITY OF CLEARWATER DEVELOPMENT REGULATIONS INCLUDING THE 9. SOLID WASTE COLLECTION SHALL BE BY CURBSIDE PICK -UP ALONG UNION STREET. ALL RESIDENTS SHALL STORE SOLID 18. PRIVATE LIGHTING SHALL BE PROVIDED ON A PER UNIT BASIS. DENSITY CALCULATION TREE AND LANDSCAPE CODE, STORMWATER MANAGEMENT WASTE CONTAINERS INSIDE GARAGES OR UNITS. 19. ALL UNDERGROUND WATER MAINS AND HYDRANTS ARE TO TOTAL = 6.28 UNITS / ACRE REGULATIONS AND FIRE CODES AT THE TIME OF PERMITTING. BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO 12" PALM 10. ALL AC UNITS WILL BE LOCATED OUTSIDE THE SETBACKS. CONSTRUCTION AS PER NFPA 241. MINIMUM BUILDING SETBACKS REQUIRED PROVIDED 2. THERE ARE NO WETLANDS OR CONSERVATION AREAS WITHIN 25 FT SIDE 5 FT 10 FT THE PROJECT BOUNDARIES. 11. UNITS SHALL BE 3 STORY, AND SHALL BE EQUIPPED WITH FIRE SPRINKLER SYSTEMS AS PER FLORIDA BUILDING 20. PLANS ADHERE TO FLORIDA FIRE PREVENTION CODE -2001 EDITION, NFPA 101 -2000 EDITION, NFPA 70 -1999 EDITION, AND " PINE 3. ALL SIGNAGE SHALL COMPLY WITH THE CITY OF CLEARWATER CODE. THE 2ND FLOOR IN THE GARAGE UNIT SHALL BE OPTIONAL. FLORIDA STATUTE 633. 21 SIGNAGE CODES. PROVIDED FAR = 0.041 MAXIMUM ISR = 0.75 12. SOD ALL AREAS IN EXISTING RIGHT OF WAY DISTURBED 21. CLEARANCES OF 7 1/2 FEET IN FRONT OF AND TO THE SIDES OF HICKORY 4. ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE STATE BY CONSTRUCTION. THE FIRE HYDRANT, WITH A 4 FOOT CLEARANCE TO THE REAR OF 21 " BUILDING CODE. THE HYDRANT ARE TO BE MAINTAINED AS PER NFPA 1, SEC. 3 -5.6. 13. FFE= FINISHED FLOOR ELEVATION. 5. OPERATION AND MAINTENANCE OF STORMWATER AREAS 22. FIRE PREVENTION SYSTEM TO BE INSTALLED IN ACCORDANCE PERFORMED BY THE PROPERTY OWNERS ASSOCIATION. 14. ALL UNITS SHALL INCLUDE ROOF DRAINS TO COLLECT WITH NFPA 13, 1999 EDITION BY A LICENSED FIRE SPRINKLER FRONT AND SOUTH SIDE ROOF RUNOFF AND SHALL BE CONTRACTOR UNDER SEPARATE PERMIT WITH DRAWINGS. 6. ALL EASEMENTS SHALL BE DEDICATED TO THE APPROPRIATE DIRECTED TO POND 1. ENTITY AND ALL ROADS SHALL BE PRIVATE. 23. A TRAFFIC IMPACT FEE OF $2,277 IS TO BE PAID PRIOR TO C.O. 15. BUILDING CONSTRUCTION SHALL INCORPORATE STEMWALL 7. WATER AND SEWER SERVICES SHALL BE PRIVATELY OWNED FOUNDATIONS WHERE GRADE DIFFERENTIAL EXCEEDS 12 ". 24. RECREATION FACILITIES IMPACT FEES OF $400 ARE DUE FOR AND MAINTAINED. SERVICE SHALL BE PROVIDED VIA THE CITY'S TWO NET NEW RESIDENTIAL UNITS PRIOR TO ISSUANCE OF WATERMAIN ON EDGEWATER DRIVE. 16. ALL SIDEWALK CROSS SLOPES AND DRIVEWAY CROSSINGS BUILDING PERMITS OR FINAL PLAT, WHICHEVER OCCURS FIRST. FOR SIDEWALKS SHALL BE 2.0% MAX SLOPE. 8. CONTRACTOR SHALL CORE EXISTING SANITARY SEWER MANHOLE FOR NEW 8" SANITARY SEWER CONNECTION. 17. ALL PROPOSED SIDEWALKS SHALL MEET ADA REQUIREMENTS. CONTRACTOR SHALL RECONSTRUCT THE FLOWLINE IN THE ALL EXISTING SUBSTANDARD SIDEWALKS ADJACENT TO OR PART EXISTING MANHOLE TO ACCOMODATE NEW CONNECTION. OF THE PROJECT SHALL BE BROUGHT UP TO CITY AND ADA CODES. ( IN FEET ) 1 inch = 10 ft. SITE DATA PARCEL ID: 03/29/15/73458/000 /0030 CURRENT ZONING: RESIDENTIAL CURRENT LAND USE: RESIDENTIAL PROPOSED ZONING: MDR (MEDIUM DENSITY RESIDENTIAL FLEXIBLE DEVELOPMENT) TOTAL AREA = 20,822 SF / 0.478 ACRES DENSITY CALCULATION UPLAND AREA = 20,822 SF / 0.478 ACRES 3 UNITS If 0.478 AC = 6.28 UNITS / ACRE TOTAL = 6.28 UNITS / ACRE RESIDENTIAL INFILL STANDARDS: NUMBER OF UNITS: EXISTING = 1 PROPOSED = 3 MINIMUM LOT AREA - N/A SF MINIMUM LOT WIDTH - N/A SIF MINIMUM BUILDING SETBACKS REQUIRED PROVIDED FRONT 25 FT 25 FT SIDE 5 FT 10 FT REAR 10 FT 49 FT MAXIMUM HEIGHT 40 FT HIGHEST PARAPET ( T.B.D. ) MINIMUM OFFSTREET PARKING 1 /UNIT 6: 21UNIT (2DRIVE12GARAGE SPACES PROVIDED) MAXIMUM FAR = 0.5 PROVIDED FAR = 0.041 MAXIMUM ISR = 0.75 PROVIDED ISR = 0.018 Ln a. ID o o [ • M 00 U o n 00 M U m N xbA cn 000 u 0 3 !>.0 u Q wo co U n U 0 00 • r,3 �• to X104 v ° o � v o 3 0 o ? Q � z - F _ v 0 elf o o V 0 v V) N o � n. LLJz � � o tY (V n d- U-) CD 0 W O Z �-j I OLL CL w Zw o Q � CL uj W Q U ? Q O uj V U Lm co 0 t M M W w Z z O 3 o a W = w Q a Q3 � O `Q N JOB N 0. 04548 DRAWN Bsw DESIGNED Bsw CHECKED MDC QC MDC SHEET 4 U) m E a N_ 0 0 N C 0 0 a v� 3 m J d Cr 0 c W a 0 0 c U CD a 3 00 s c c c W U CD .o a u_ GENERAL LANDSCAPE NOTES 1.THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES, BEFORE PERFORMING ANY WORK. ANY CONFLICTS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE FOR RESOLUTION. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION AND PROTECTION OF ALL SITE CONDITIONS TO REMAIN FROM DAMAGE DUE TO HIS WORK. IN THE EVENT OF DAMAGE, ALL DAMAGE SHALL BE COMPLETELY REPAIRED TO ITS ORIGINAL CONDITION. ALL COST OF SUCH WORK SHALL RESPONSIBILITY OF THE CONTRACTOR. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNAUTHORIZED DAMAGE OR CUTTING OF EXISTING TREES TO REMAIN ON SITE. DAMAGE MAY BE CAUSED BY OPERATION OF EQUIPMENT, STOCKPILING OF MATERIALS, ETC. DAMAGE ALSO INCLUDES THE COMPACTION OF THE ROOT ZONE BY DRIVING OR PARKING INSIDE THE DRIP -LINE OF TREES OR THE SPILLAGE OF DELETERIOUS CHEMICALS, OILS, DIESEL, ETC. WITHIN THE DRIP -LINE OF TREES. 4. EXISTING TREES AND PALMS WITHIN AND ADJACENT TO THE LIMITS OF CONSTRUCTION AND SPECIFIED TO REMAIN ARE TO BE PROTECTED THROUGHOUT THE CONSTRUCTION PROCESS WITH TREE BARRICADES PER CITY OF CLEARWATER REQUIREMENTS. 5. THE CONTRACTOR SHALL PROVIDE AN INTERNATIONAL SOCIETY OF ARBORIST (ISA) CERTIFIED ARBORIST WITH A MINIMUM OF 5 YEARS EXPERIENCE WITH SIMILAR PROJECTS, TO DIRECT APPROPRIATE PRUNING (ROOTS, BRANCHES) AND /OR OTHER TREATMENT NECESSARY TO ENSURE THE HEALTH, VIABILITY AND ATTRACTIVENESS OF TREES TO REMAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF THE CERTIFIED ARBORIST'S INSTRUCTIONS. 6. ALL LANDSCAPE AREAS AND AROUND EXISTING TREES SHALL BE MULCHED UTILIZING SHREDDED MELALEUCA OR PINE BARK NUGGETS (100% ORGANIC). MULCH SHALL BE INSTALLED TO A WETTED DEPTH OF 3 ". MULCH SHALL BE FREE OF EXTRANEOUS DEBRIS. 7. ALL PLANT MATERIAL SHAL_L__B &NURS €RY- GROWN - N ST�Att CflMPLY__WITH ALL REQUIRED INSPECTIONS, GRMDaNG"STANDARDS AND PLANT REGULATIONS, AS SET FORTH -BY THE FLORIDA D A TMENT OF AGRICULTURE AND CONSUMER SERVICES DIVISION OF P i�l INDUSTR "GRADES AND STANDARDS FOR NURSERY PLANTS ", LATEST EDITION. ALL P N MATERIA SHALL ALSO CONFORM TO ANSI STANDARDS FOR NURSERY STOCK (ANSI Z60.1 -1 0). THE MINIMUM GRADE FOR ALL PLANT MATERIALS SHALL BE FLORIDA #1. 8. THE CONTRAC HE AMOUNT OF WATER SUPPLIED BY THE IRRIGATION SYSTEM, FOR THE ESTABLISHMENT TO ALL NEWLY INSTALLED TREES AND PALMS FOR 90 DAYS, COMMENCING IMMEDIATELY AFTER INSTALLATION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO ADJUST WATERING AMOUNTS AND FREQUENCY TO ENSURE PROPER ESTABLISHMENT OF ALL PLANT MATERIAL. 9. PLANTING AREAS SHALL BE FREE OF EXTRANEOUS MATERIALS AND CAPABLE OF PERCOLATION PRIOR TO PLANTING AND PREPARED SOIL BACKFILL. 10. HEDGES SHALL BE A MINIMUM OF 2' IN HEIGHT AND FULL TO THE BASE, PLANTED ON 2' ON CENTER WHEN SHRUBS ARE USED AS A SCREEN FOR VUA. 11. ALL LANDSCAPE CONSTRUCTION SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF THE CITY OF CLEARWATER LANDSCAPE CODE. 12. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER THE OWNER RESERVES THE RIGHT TO DIRECT THE REMOVAL AND REPLACEMENT OF ANY ITEMS WHICH, IN HIS OPINION, DO NOT MEET INDUSTRY STANDARDS OR PRESENT AN ORDERLY AND WORKMANLIKE APPEARANCE, PROVIDED THAT SUCH ITEMS CAN BE INSTALLED PROPERLY USING STANDARD INDUSTRY PRACTICES. 13. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN HIS FINISHED WORK FROM THE TIME OF INSTALLATION IS COMPLETE TO THE TIME OF FINAL ACCEPTANCE BY THE OWNER. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A 1 -YEAR WARRANTY ON THE INSTALLED PLANT MATERIAL AND A 90 -DAY WARRANTY ON SOD. 14, PLANTING SOIL SHALL BE FERTILE, NATURAL TOPSOIL, TYPICAL TO THE LOCALITY, OBTAINED FROM WELL DRAINED AREAS. IT SHALL BE WITHOUT ADMIXTURE OF SUBSOIL OR CLAYS AND SHALL BE FREE OF STONES, LUMPS, STICKS, PLANTS, ROOTS, TOXIC SUBSTANCES OR OTHER EXTRANEOUS MATTER THAT MAY BE HARMFUL TO PLANT GROWTH OR INTERFERE WITH FUTURE MAINTENANCE. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING OF SOILS AND MAKE THE NECESSARY ADJUSTMENTS OR AMENDMENTS FOR LONG TERM PLANT HEALTH AND VITALITY. 16. SOD SHALL BE OF KIND AND PLACED AS SHOWN ON THE PLANS. SOD SHALL BE WELL MATTED WITH GRAY ROOTS. SOD SHALL BE IN 12 "X14" RECTANGLES, HAVING A MINIMUM THICKNESS OF 2 ", AND SHALL BE FRESH, LIVE AND UNINJURED AT TIME OF PLANTING. SOD SHALL BE CERTIFIED AS FREE OF WEEDS AND OTHER GRASSES, HAVING SUFFICIENT SOIL MAT TO ADHERE FIRMLY TO ROOTS FOR HANDLING. SOD SHALL BE PLANTED WITHIN 72 HOURS OF BEING HARVESTED AND ROLLED IMMEDIATELY AFTER INSTALLATION.. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL STAKING OF TREES AND PALMS BASED ON SITE CONDITIONS, TO PROVIDE FOR THE STABILITY OF THE TREE AND PALM MATERIALS AND TO PROTECT THE HEALTH AND SAFETY OF THE PUBLIC /PROPERTY. GENERAL IRRIGATION NOTES 1. NO PLANTING SHALL OCCUR UNTIL THE UNDERGROUND AUTOMATIC IRRIGATION SYSTEM IS INSTALLED AND FULLY FUNCTIONAL. THE IRRIGATION SYSTEM IS TO SUPPLY 100% COVERAGE TO ALL REQUIRED LANDSCAPE PLANT MATERIAL AND TURF. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ADJUST WATERING AMOUNTS AND FREQUENCY TO ENSURE PROPER ESTABLISHMENT OF ALL PLANT MATERIAL. 3. THE CONTRACTOR SHALL BE FAMILIAR WITH BOTH PROPOSED AND EXISTING SITE CONDITIONS SUCH AS, UTILITIES, PLANT MATERIALS AND ARCHITECTURAL ELEMENTS, ABOVE AND BELOW GROUND, IN ORDER TO AVOID CONFLICTS DURING INSTALLATION. 4. THE CONTRACTOR SHALL AVOID DAMAGE TO EXISTING TREES AND SHRUBS ON SITE THAT MAY OR MAY NOT BE INDICATED ON THE PLANS. 5. THE CONTRACTOR SHALL INSTALL THE IRRIGATION SYSTEM IN CONFORMANCE TO ALL APPLICABLE STATE AND REGIONAL REGULATIONS AND CODES. 6. A MAXIMUM OF 50% OF THE ON -SITE GREEN SPACE MAY BE ALLOWED TO BE PLANTED WITH TURF GRASS CONFIGURED WITH A PERMANENT IRRIGATION SYSTEM. TURF AREAS SHALL BE ON SEPARATE IRRIGATION ZONES, THAN OTHER LANDSCAPE PLANT MATERIAL. 7. SPRAYS AND ROTORS SHALL NOT BE COMBINED ON THE SAME CONTROL VALVE CIRCUIT AND HAVE MATCHING APPLICATION RATES WITHIN EACH IRRIGATION ZONE. 8. THE IRRIGATION SYSTEM SHALL BE DESIGNED AND ADJUSTED TO PROVIDE 100% COVERAGE AND LIMIT OVERSPRAY ONTO SIGNS, BUILDINGS, WALLS, WALKWAYS, ROADWAY PAVEMENT OR OTHER IMPERVIOUS AREAS. 9. THE IRRIGATION SYSTEM CONTROLLER SHALL HAVE PROGRAM FLEXIBILITY SUCH AS REPEAT CYCLES AND MULTIPLE PROGRAM CAPABILITIES AND HAVE A BATTERY BACK -UP SYSTEM TO RETAIN IRRIGATION PROGRAMS. THE IRRIGATION CONTROL SYSTEM SHALL BE EQUIPPED WITH AN OPERABLE RAIN SENSOR SHUT -OFF DEVICE. 10. THE IRRIGATION SYSTEM SHOULD BE DESIGNED TO "STANDARDS AND SPECIFICATIONS FOR TURF AND LANDSCAPE IRRIGATION SYSTEMS ", FOURTH EDITION, 2000, AND ANY AMENDMENTS, BY THE FLORIDA IRRIGATION SOCIETY. 11. NO IRRIGATION LINES TO BE PLACED WITHIN 10' OF PROTECTED & 20' OF GRAND TREES. EXISTING TREE PROTECTION NOTES: 1. REQUIRED BARRICADES AND FLAGGING SHALL BE ERECTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER AND THE CITY OF CLEARWATER LAND ALTERATION AND LANDSCAPE DEPARTMENT PRIOR TO COMMENCEMENT OF LAND ALTERATION ACTIVITIES. BARRICADES SHALL REMAIN IN PLACE UNTIL ALTERATION AND CONSTRUCTION ACTIVITIES ARE COMPLETED. 2. DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL BE UNLAWFUL TO REMOVE VEGETATION BY GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN THE DRIPLINE OF A TREE TO REMAIN ON THE SITE UNLESS OTHERWISE APPROVED BY THE COUNTY. 3. IN ORDER TO COMPLY WITH SECTION 3.5.3.1.1 OF THE CITY OF CLEARWATER LAND DEVELOPMENT CODE TO MINIMIZE SOIL EROSION AND CONTRIBUTE TO WATER QUALITY, PROPOSED LAND ALTERATION ACTIVITIES SHALL NOT UNNECESSARILY REMOVE EXISTING VEGETATION AND ALTER EXISTING TOPOGRAPHY. ADEQUATE PROTECTION MEASURES (I.E. HAY BALES, BAFFLES, SODDING AND SANDBAGGING) SHALL BE PROVIDED, AS NECESSARY, TO MINIMIZE EROSION AND DOWNSTRESS SEDIMENTATION CAUSED BY SURFACE WATER RUNOFF ON EXPOSED LAND SURFACES. 4. ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED BY THE PROVISIONS OF THE LAND DEVELOPMENT CODE SHALL BE PRUNED IN ACCORDANCE WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A -300 PRUNING STANDARDS. THIS INFORMATION MUST BE CLEARLY IDENTIFIED ON THE SUBDIVISION CONSTRUCTION PLANS. 5. SEE CITY OF LARGO PROTECTIVE BARRIER REQUIREMENTS PROVISIONS FOR ADDITIONAL INFORMATION. ANY ONSITE PALM(s) SUITED FOR RELOCATION SHALL BE UTILIZED IN PLACE OF PROPOSED PALMS INDICATED ON THIS Centerline of Road UNION STREET (S) PLAN. CONTRACTOR SHALL COORDINATE WITH LANDSCAPE ARCHITECT FOR INSPECTION /SPECIFICATIONS. RAINBOW BOULEV P) 30" MAX HEDGE Aspha t P ment 10' BUFFER TREES @ 35' O.C. HEIGHT WITHIN Ede of Pavement , APPROXIMATE SIGHT TRIANGLE. 9 2 Val e,� Gutter, Paveover 1 /2 EXISTING DRIP 100% SHRUBS @ 36" O.C. �- - - - - - - -- - - - - - - - - - - - - e-- - - - - -- - - - - -- -- LINE. 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NOTES - SPACING ~" LIVE OAK QUERCUS VIRGINIANA SHADE TREE / 11 12' 14' HT. 35' ON N � FLA. #1 GRADE V 2.5" CALIPER CENTER ^ SOUTHERN AGNOLIA MAGNOLIA GRANDIFLORA SHADE TREE FLA. #1 GRADE / �/ 5 10' HEIGHT 35' ON 3" DBH CENTER � (► �� -. • Ut,T 1RCt�I BE- SHADE TREE 3 3 10' 14T. 35' ON W a FLA. #1 GRADE - 2" CALIPER CENTER /�' Ul o -CHRIS`TMA &PALM -- VEkTCHAM €RRILLII - ACCENT TREE FLA. #1 GRADE ° / 10' CLEAR AND _ AS STRAIGHT TRUNK; SHOWN N CABBAGE PALM SABAL PALMETTO ACCENT TREE FLA. #1 GRADE ✓ 4 10' CLEAR AND 35' ON STRAIGHT TRUNK CENTER t� F CYPRESS TAXODIUM DISTICHUM ACCENT TREE FLA. #1 GRADE ✓ d q 10' 12' HT. 25' ON 2.5" CALIPER CENTER INDIAN HAWTHORNE RAPHIOLEPSIS INDICA 3 GALLON 270+ - AS GROUND -24.O COVER r, CENTER ° N IZ -/P SHORE JUNIPER _LoROPETAtUAM JUNIPERUS CONFERTA - 0OR0PETALUM-CHINENQE' GALLON ALL 4GALLON ° n- '- 4 AS GROUND 24" ON COVER CENTER 36" ON EVERGREEN CE SHRUB. CENTER ° ° a WAtTER.a VIBURNUM VIBIRNUM�OVABATUM 3 Ca+rkl,t�►J 5-GALL0N� ✓ 100% CONT. 36" ON � HEDGE CENTER L �uSQ���c�. � � s �z� 0 - - al PROPERTY LINE TB TB TREE BARICADE LANDSCAPE P A N 1�2 PPROV D NOT D SITE DATA ABY. f `J PARCEL ID: 03/29/15/73458/000 /0030 DATE: z• • B (vQ CURRENT ZONING: RESIDENTIAL CURRENT LAND USE: RESIDENTIAL PROPOSED ZONING: MDR (MEDIUM DENSITY RESIDENTIAL FLEXIBLE DEVELOPMENT) �1 TOTAL AREA = 20,822 SF / 0.478 ACRES UPLAND AREA = 20,822 SF / 0.478 ACRES MINIMUM OFFSTREET PARKING 1 /UNIT 6: 21UNIT (2DRIVE12GARAGE SPACES PROVIDED) 0 tR' GRAPHIC SCALE 10 10 r�� I 0;��.` " LANDSCAPE PLAN _ APPROVED AS NOTED ( IN FEET ) ��(� �� ,.cyr`•' � F� at`�' 1 inch = 10 ft. ,vx � bate � - -'y vj vv O ^, O GQ w 3 U 5 p • U 4-) CTJ • U O Cn Cn ' �• '•4 W �' .., o f; ci 0 O L Q Z �• CL � Ln L 00 I~ 0 U ° ° ° ' m N M Q U' 0 000 o �2 oo 00 M t 11. o cd W cc COQ c t U N � o ° 3 U 5 p • U 4-) CTJ • U O Cn Cn ' �• '•4 W �' .., o f; ci 0 O L Q Z �• CL w �- Q w V � o Z w O Lu U �, O ,j U CO E c t M 0 o ° W ^ Z o � � � o O 3 la. W a z - Ul o o ° N � JOB NO. 04548 DRAWN BSW DESIGNED BSW ° QO MDC ° N n- ° n- (N 0 0 � - N r�) d- tC) c0 w � O X O 0 O L Q Z �• CL w �- Q w V � o Z w O Lu U �, O � U J Q j w ~ vi W � � t M 0 M W ^ Z � � o 10 Q la. W a Ul o N � JOB NO. 04548 DRAWN BSW DESIGNED BSW CHECKED MDC QO MDC SHEET LS -1