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1365 DREW ST`~ CITY OF CLEARWATER - PLANNING & DEVELOPME U TREE REMOVAL PERMIT NAME OF OWNER Y K �� �� reef 7b 2✓e4omenf L C �' ASON FOR REMOVA L-- SITE ADDRESS 136,c- � " �7e s+. —' DUC ftf&bCJENV1 E$ Dtg PHONE _2_7^ V�oZ 1766 vM T R r4OWNER'S ADDRESS /f, AHazardous �s LOCATION OF TREES) C LOT iew S XDeclining SPECIES AND NUMBER OF TREE(S) See- cd &eA at,, t. q ❑ Dead ❑ Other (Specify) TO APPLICANT: A non - refundable fee of $15.00 for up to five trees to be removed, plus $3.00 for every tree above 5 to be removed is required. Fee Rec'd. $ M ONSTRUCTION Date 00 x new construction, additions or other modifications of a property which involve the removal of a protected tree(s), N 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 �an must include: ia Ijor Changes of Grade f. Proposed Number of Parking Spaces j. All Protected Trees Including: icture Locations g. Proposed Underground Utilities Q.) Diameter of 4.5' above grade (DBH) ✓eways and Walks h. Zoning Setbacks (ii.) Surveyed Location �-- C rking Arrangement i. All easements and Rights -of -Way . (iii.) Species wired Number of Parking Spaces (iv.) Diseased or Insect Infested Trees k. Tree Barricade Detail & Locations ?j r' )tective barriers are required around all trees remaining on site during construction. These barricades must remain V,J - during construction. The barriers must meet City Specifications. g EPLACEMENTS J 0 ee replacement minimum standards: 10' overall height, 2.5" caliper, Florida Grade #1. See inspectors note below to W) N m 2 mine the number of replacement trees required. Replacements required within 30 days. Q 6) by certify that as property owner or as representative of the property owner, I have verified that the tree(s) sought u) removed is wholly on property owned by the above - identified property owner, and should it be determined that r m U N ee(s) are located wholly or partially on property owned by some other person, then, I agree to hold the City of water harmless in any claim made for wrongful removal of such tree(s). I hereby certify that this application together my plans submitted is a true representation of all facts concerning the proposed removal of the tree(s). Any deviation I f ued shall render it null and void and be considered a violation of the Community Development Code. �% YC�✓1 � POt�t'2 Si n ure of owner or applicant f Pri teme sf. Address Agency Representing OCL # 337 '22- yZo -0/023 CC City State Zip Phone /Cell Fax DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manager or his Designated Agent Ins ctor's omments: 0 Required Replacement Trees: Z�� Applicable Code Section: Based on the Inspector's comments and information submitted, the above removal application is: I] Approved as Submitted Approved- Modified as Noted Above ❑ Denied Signed: Date: L. 0 Community evelopm nt 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 �S� «4 APPLICATION FOR LAND CLEARING & GRUBE CITY OF CLEARWATER PLANNING DEPARTMENT (727) 5624741 A non - refundable filing fee of $10.00 is required. Permit applicable for 6 months from date of approval. In accordance with the Community Development Code, I hereby apply for permit to land clear and /or grub the property described below. 1. Location of Property: _/3 &,57– '7) /2g� 5-; 2. Project Name: GA5A ode //ti C cn*61�s 3. Purpose of clearing and /or grubbing: KNew Construction ((Demolition a Tank Removal ❑ Other 4. General description of existing vegetation, topography, and surface water (including all existing and /or proposec ditches, canals, and swales)_ I,t'sh W1c. w—; ( 5. Proposed method of debris disposal 6. Date you plan. to begin work 7. Proposed method of soil erosion control i 8. O No -Tree Verification Required Tree Removal Permit Required I AM AWARE AND UNDERSTAND THE REQUIREMENTS OF ARTICLE 3, DIVISION 12 REGARDING TREE PROTECTION DURING CONSTRUCTION AND ARTICLE 3, DIVISION 7 OF THE COMMUNITY DEVELOPMENT CODE REGARDING EROSION AND SILTATION CONTROL. of Owner or Owners 1365 DREW ST BCP2007 -01130 CASA BELLA Zoning: MDR 1 \VI M IIVV .�V...v�v.• • v....... Land Resource Comments: Ad ress earwax t'L 3 3 77SS' City State ZIP dull �/f�f P_V 1o�rnellf 19 U4 RR presentaflves' Firm I-L / - Ll& % -7103 T27- Wd - qy Z? �1 Telephone Cell atlas# 287B led Site Plan showing property boundaries and limits of work. This Is DO NOT WRITE BELOW THIS LINE Based on the above comments and information submitted, the above clearing & grubbing application is: Approved As Submitted Approved - Modified As Noted Above ❑ Denied Signed: Date: [v% City Manager r Designee 1362-0002 -GC 10.06 i r e e i n v e n t or T- l o n Plan North 11 P, 1365 DREW ST BCP2007 -01130 CASA BELLA Zoning: MDR atlas# 287B TREE IDENTIFICATION TREE SPECIE TREE SIZE TREE CANOPY TREE CONDITION REMARKS . . . NORFOLK IS PINE . . . .rb.' . 17. . . . GOOD. . . . . . T.O. REMAIN . . 2 .... ..... REMOVED . .. ..... ........ ................ 3. . . . . ... . .. ARICA PALM. . _ . . . .B' .. . . . . . . IS'. . . . . .GOOD . . . . . .TO. REM MB . . 4. . . . . . . . . QUEEN .PALM J0' . . . . . . . . . 10. . . . . . . . .AVERAGE. .TO. REMAIN . . 5 . . . . . . . . . SABAL . PALM 1G' . . . . . . . . . 17 . . . . . . . GOOD . . . . TO. REM - L. . . . . . LAUREL OAK . . .40'. SO' . POOR BE REMOVED T . . . . . . AUSTRALIAN . PINE . . . 30'. 40 FAIR. BE REMOVED 8. . . . . . . WASFBNGTONIA. PALM JO' . . . . . . . . . 8 . . . . . . . . . .GOOD . REMAIN . . 9. . . . . . . . . LAUREL OAK . . . . 'TO'. . . . . . . . .LO' . . . . . . POOR BE REMOVED 10 . . . . . . WASNINGTONIA. PALM JS' . . . . . . . . . 12'. . . . . GOOD . REMAIN . . . . . WASWNGTONIA PALM . .5' . . . IT . . . .GOOD . REMAIN . . 12. . . . . . . . . SABAL.PALM 12' . . . . . . . . . C . . . . . . . . . .POOR . BE REMOVED jA . .QUEEN .PALM !3' . . IS . GOOD . . REMAIN . . �. . . . . . . . . FICUS. . . . . . . . . .20'. . . . . . . . 20' . GOOD . . . . R�I+rdN�. & At% .SABAL.PALM . . . . . .20'. . . . . . . . 17. . . . . . . . .GOOD . . BE RELOCATED . . . . . . . . . DATE PALM . 18' . . . . . . . . . 20' . GOOD . REMAIN . . . . . . . . . . LAUREL OAK . . . . . .30'. . . . . . . . 40' . kAZARDOU BE REMOVED JIAGNOUA . M.' . . IG'. POOR . BE REMOVED N . . . . . . . . .QUEEN. PALM .H.' . - 12'. FAIR . . . . . . . TO. REMAIN. . 20 . _ .QUEEN .PALM 14' . ... CI'. _ FAIR . . . . . TO. REMAIN. . V APR 1 9 2001 r P— EF— tc�sjrnr,,r,".• ,. �,o. ,,llams fi �,:, -;_,.. x:,:,. °r• =•�; L•rJa:•C:�;�;LO1�,�i7i rt:ty Z�:= J�dtG: ;,f. '`;oil, '� -...,, •t1.L•j. �` :�•� c; •.'hT -aft; ,'•i?to'�,:3A;i�,grfi �U °�'ikcflrci� �t:i' =�t "airs �•t'ry58�t..ri,`;i;:% I J W A RI_I STOP BAR DETAIL NO SCALE I I DF;�E W STiP-,EE=T (STATE= R0A0 N0. S90) RIGHT-OF-WAY WIDTH VARIES (PER FLORIDA DEPT. OF TRANSPORTATION RIGHT -OF -WAY MAP FOR STATE ROAD 590, SECTION 15050 1504) I i W A B C D E F m 4 .G25 8 e 10 STOP SIGN DETAIL l- I NO SCALE cn �" STROKE PAINTED WHITE �" STRIPE PAINTED IGNITE I I S i t e ffl ,r 20' VISION TRIANGLE EXISTING SIDEWALKS TO REMAIN — J I I 1 i i I I I I I I I I I I I I BLDG, 5 I � I I I I I I I 0' VISION TRIANGLE NOTE: ALL SOD, SIDEWALKS, CURBS, AND IRRIGATION SYSTEMS ARE TO BE REPAIRED /REPLACED IN R.O.W. PRIOR TO ALL FINAL INSPECTIONS. TYPICAL AT ALL EXISTING R.O.W. FRONTAGES ® EXISTING SIDEWALKS TO REMAIN ----- - - - --, I I r----- J 2 i I I I ---------------- W A B C D E F m 4 .G25 8 e 10 STOP SIGN DETAIL l- I NO SCALE cn �" STROKE PAINTED WHITE �" STRIPE PAINTED IGNITE I I S i t e ffl ,r 20' VISION TRIANGLE EXISTING SIDEWALKS TO REMAIN — J I I 1 i i I I I I I I I I I I I I BLDG, 5 I � I I I I I I I 0' VISION TRIANGLE NOTE: ALL SOD, SIDEWALKS, CURBS, AND IRRIGATION SYSTEMS ARE TO BE REPAIRED /REPLACED IN R.O.W. PRIOR TO ALL FINAL INSPECTIONS. TYPICAL AT ALL EXISTING R.O.W. FRONTAGES ® EXISTING SIDEWALKS TO REMAIN m T I I I U) -� I I �----, I I I :;:...:.: STOP SIGN t BAR, `-- -- SEE DETAILS THIS AREAS OF NEW ASPHALT L-------- - - - - -- - - -- -- - - - - - -- ��� SHEET, TYP. PAVING, TYPICAL -NEW CONC SLAB I AREAS OF NEW - EXISTING PAVEMENT AREAS TO BE SEALCOATED I I LANDSCAPING, TYP. I? I RESTRIPPED AS INDICATED. DUMPSTER ENCLOSURE SEE DETAILS THIS SHEET i EXISTING PVMT, AREA TO BE REMOVED (184) ! I 10 1 i � I t EDGE OF EXISTING PVMT ,_ _ - w. .. AREA OF NEW PAVEMENT (5880- SINGLE FAMILY HOUSE 20' VISION TR ANGLE I SID ALK— SIDEWALK— u < II PRE AST C NS \C. ARKIN — BUM ERS, SEE DET IL THIS SHEET 0 STOP SIGN, SEE DETAIL -� 19 THIS SHEE AC IS BLE ROUTE TO ' '• I SID W K _____________________ ____ _____ _________ __ _______ __ �....... BLDG, 2 — i / I - - - -- - --- - - - - -� EXISTING TREES TO REMAIN, SEE BARRICADE DETAIL, ' "li 3' 3" NOTE: ALL UNUSED DRIVES I APRONS ARE 4' -0" LONG THIS SHEET, TYPICAL. TO BE REMOVED AND REPLACED W/ APPROVED PRE -CAST SODEWALKS, LANDSCAPING t IRRIGATION, TYP. • : •• ' • E-- -CONCRETE PAVING w r -• . PAINT TRAFFIC - - - I INCH = 20.0 FT. L n n n n n ® C7- T= TL7 -II -U� � I EXISTING TREE, TO REMAIN 0 20 40 LO GRAPHIC SCALE PRESSURE TREATED PINE SHADOW NOTES: (PER CITY OF CLEARWATER, PUBLIC WORKS ADMIN. CONSTRUCTION BOARD GATE ON 2 "x6" WD. FRAME STANDARDS, PART C; INDEX 4100) (ON EDGE) W/ HEAVY DUTY HARDWARE I.) WALLS CONCRETE MASONRY WALL CONSTRUCTION PAINTED. PROVIDE TURNBUCKLE BRACING _ _ a.)New construction: a maximum 6'-0" PROVIDE GATES W/ DROP PINS 1 high and constructed of concrete Materials, construction and quality control of masonry shall be in accordance ROD PIN HOLES TYPICAL with Uniform Bmldmg Code NBC), Chapter 24. General conditions and I block (8 "X8 "xl6 "). Materials used should construction requirements shall be applied as specified in UBC, Section 2404 (if), be consistent with those used in the during grouted masonry work. 8" BLOCK WALL construction of and architectural style 41- ON - " of those used in the construction of I, All reinforcing steel shall be defamed bars conforming to ASTM A45, 0 10 8 and architectural style of the principal Grade 60. Vertical reinforcement shall be placed in the center of the �' — — — — — — — building. (Section 3 -802 Materials) masonry cell, and shall be held in position at the top and bottom. ® ® ® b.) Existing:maximum 4' -0" high replacement materials can be made of 2. If a slab dowel does not line -up with a vertical core, it shall not be sloped i I the same materials as long as they more than one horizontal in six verticals (1:6)• ti V CONC, SLAB W/ 4 "xC I are made of approved opaque material. W1.441.4 WIRE MESH 3. Horizontal wall reinforcement shall be standard truss type DUR-O -WALL (a 8' " , - " 8' STEEL FLOAT FIN. 2.) FOOTINGS equivalent) at 16' O.C. (Min. 3000 psi.) I 8 xl6 concrete w /2- 35 continuous rebar imbedded. CO PIPE FILLED W/ CON I 4. Hollow Load-bearing Concrete Masonry Units shall be normal weight ELEVATION SCALE: I /1" -r -O• 8 "x 14" WIDE CONC. FTG. I 3.) CONCRETE SLAB conforming to ASTM C -90, with a minimum compressive strength of 1,900 P.S.I. w/ 2 -45 CONTI. NOTE: I , Monolithic, min. 6 thickness w/ u5 CONT. IN FLOAT FIN. at - ® imbedded 4 "x6 "/ IOx10 welded wire 5, Mortar shall be type M a S, in accordance with ASTM C -210, Place all K,O. BLOCK NTERIOR fabric (W.W.P.), 300 P.S.I, masonry in running bond with 3/8" mortar )ants. Provide complete coverage TOP of FGT. TO BE I I 4.) CONCRETE PILLED CELLS face shell mortar bedding, horizontal and vertical. 8" BELOW GRADE /PVMT. I With 1- 45 vertical rebar tied to EM. PLASTER FIN, footer steel at each corner and every 4• Coarse rout shall conform to ASTM C -416, with a maximum a gregate size SLOPE: 1/8 PER FT 0 C of 3/8', 8 to 10 slump, and a minimum compressive strength of ,500 P.S.I. at 4 4 "0 PIPE BOLLARD - I I 41 GATES 28 days. Constructed of min. 1 -1/2 diameter 1, Minimum 3' X 3' clean -out holes (saw -cut) are required at the bottom course galvanized tubular steel w /privacy type of all cells to verify grout placement. Clean -outs shall be sealed after ® ® slats inserted in galvanized steel mesh masonry inspec Lion- provided in accordance with ACI 531 -4.4, and before grouting. 6' CONC, SLAB I — _ _ _ _ _ _ fabric, hinge- mounted on min. 3" ',, 0 FILLED CELL: I - #5 CONTI. FROM diameter galvanized steel post. (Gates 8, Prior to groutingg, the grout space shall be clean, with no mortar projections o FTG TO TIE BEAM and post constructed and installed per greater than the I/2', mortar dropppings a other foreign material. All cells shall be in — I applicable building code by licensed vertical alignment, and shall solidly be filled with coarse grout as specified, fence contractor). SECTION 4.) DROP PIN 9. During placing, grout shall be consolidated with flexible cable vibrator. First SCALE: I /1 " -I' -o• 1/2" dia. 18" long metal rod gate latch. grout pour shall be stopped a minimum of I - 1/2" below the top of the Pt-AN 1,) SOIL SCALE: I /4' =I' -o' Provide 3/4" dia. hole 6" into concrete for rods. In asphalt provide a 3/4" DUMPSTER ENCLOSURE DETAILS P.V.C. sleeve, C' long, or equal Soil bearing capacity to be at least 2,500 P.S.P. Li WHITE, TYP. I it I I . .; , is •' nl- (2) - 1/2 "0 GAVL. STL. B RODS, I LONG, BUMPER DETAIL BU 2 -PER BUMPER. NOTE: ALL PAFK(ING SPACES ARE TO BE NO SCALE. PAINTED W/ 4' STRIFES: COLOR: WHITE, TYPICAL WHITE G" WIDE TRAFFIC PAINT BLUE ol O p -Ln ISABLED PARKING SIGN / N .- u� 5EE's DETAIL, THIS SHEET �/ BLUE CHEYRONS g `► EQUALLY $PAC WHITE / PER AISLE —<, O / 600 <° i LP 04 / DISABLED PARKING SPACE DETAILS NO SCALE FTP -20 -04 REV,; 2004 PER FL DESIGN STANDARDS ENGLISH UNITS I I Il I v- C> 00 �G �a I X 4 MINIMUM. 9 DRIPLINE, TYP. l/ W 2 X 4 MINIMUM ( HARDWOODS- 2/3 OF DRIPLINE OR 4' -0 ", THE GREATER - PINES- DRIPLINE OR 6' -0', WHICHEVER IS GREATER. tNOTE: BARRIERS ARE TO BE ERECTED AROUND 'TREES TO REMAIN" BEFORE CONSTRUCTION BEGINS, OR NEARBY TREES ARE REMOVED. BARRIERS ARE TO REMAIN IN PLACE UNTIL ALL PAVING, CONSTRUCTION, AND HEAVY EQUIPMENT IS OUT OF AREA. PROTECTIVE BARRIER DETAIL I I A CISSIBLE ROUTE TO SI EWALK I �D' MPSTER ENCLOSURE S�E DETAILS THIS SHEET BLDG. SIX (fix GARAGE SPACES BELOW Blue background White border ( symbd cp I PARKING BYE— I' series 'c' letters DISABLED Black border t letters PERMIT F White background ONLY 00 ¢ $ 255 FINE " F. S, 318.14 FTP -55 -250 DISABLED PARKING SIGN DETAIL NO SCALE NO SCALE [P IL RECEIVED APR 2 0 2007 �t DEVFLcDMENT & NEIGHBORHOOD SERVICES CITY OF CLEARWATER - R DREW 6T, CLEVELAND ST. COURT 6T. CLEARWATER LOCATION MAP SITE BLVD. BELLEAIR 11� North NO SCALE 1 r w I- co El Lt�.1 F- 33 a OO O U O V1 to r{..00 W 4 8 U fie■ Clr� C-/ C) T o O z o� O P,4 Cf) x W � � � SON H w nw o U OH o � ■ MEN ooaoo 001��❑ >_ lL U_ to L0 U) Z 0 p z 0 � w z 0 NZ CL =_3 0 0 0 0 Z — N 1"' O W o< Q 4 o a©aaa Z j� C 3 5R t a: 0 0 8.JAN.O� aaaaa ~ 4--) v Q � > Q > [� CU W '- U.1 L o (� LL 001all 0 z W0� -2'Fp� 0 �U)m o. V- 11.1 9 i W 0 LO G m r •• �c � Q S D uu ;� W Q ----- - - - --, I I r----- J I i i I I I ---------------- 1 I I 1 r f I ' ' I I � I 1 BLDG, 4 BLDG, 3 W I I P I RESERVED FOR SINGLE OWNER, TYPICAL L-------- - - - - -- - - -- -- - - - - - -- ��� SHEET, TYP. PAVING, TYPICAL -NEW CONC SLAB I AREAS OF NEW - EXISTING PAVEMENT AREAS TO BE SEALCOATED I I LANDSCAPING, TYP. I? I RESTRIPPED AS INDICATED. DUMPSTER ENCLOSURE SEE DETAILS THIS SHEET i EXISTING PVMT, AREA TO BE REMOVED (184) ! I 10 1 i � I t EDGE OF EXISTING PVMT ,_ _ - w. .. AREA OF NEW PAVEMENT (5880- SINGLE FAMILY HOUSE 20' VISION TR ANGLE I SID ALK— SIDEWALK— u < II PRE AST C NS \C. ARKIN — BUM ERS, SEE DET IL THIS SHEET 0 STOP SIGN, SEE DETAIL -� 19 THIS SHEE AC IS BLE ROUTE TO ' '• I SID W K _____________________ ____ _____ _________ __ _______ __ �....... BLDG, 2 — i / I - - - -- - --- - - - - -� EXISTING TREES TO REMAIN, SEE BARRICADE DETAIL, ' "li 3' 3" NOTE: ALL UNUSED DRIVES I APRONS ARE 4' -0" LONG THIS SHEET, TYPICAL. TO BE REMOVED AND REPLACED W/ APPROVED PRE -CAST SODEWALKS, LANDSCAPING t IRRIGATION, TYP. • : •• ' • E-- -CONCRETE PAVING w r -• . PAINT TRAFFIC - - - I INCH = 20.0 FT. L n n n n n ® C7- T= TL7 -II -U� � I EXISTING TREE, TO REMAIN 0 20 40 LO GRAPHIC SCALE PRESSURE TREATED PINE SHADOW NOTES: (PER CITY OF CLEARWATER, PUBLIC WORKS ADMIN. CONSTRUCTION BOARD GATE ON 2 "x6" WD. FRAME STANDARDS, PART C; INDEX 4100) (ON EDGE) W/ HEAVY DUTY HARDWARE I.) WALLS CONCRETE MASONRY WALL CONSTRUCTION PAINTED. PROVIDE TURNBUCKLE BRACING _ _ a.)New construction: a maximum 6'-0" PROVIDE GATES W/ DROP PINS 1 high and constructed of concrete Materials, construction and quality control of masonry shall be in accordance ROD PIN HOLES TYPICAL with Uniform Bmldmg Code NBC), Chapter 24. General conditions and I block (8 "X8 "xl6 "). Materials used should construction requirements shall be applied as specified in UBC, Section 2404 (if), be consistent with those used in the during grouted masonry work. 8" BLOCK WALL construction of and architectural style 41- ON - " of those used in the construction of I, All reinforcing steel shall be defamed bars conforming to ASTM A45, 0 10 8 and architectural style of the principal Grade 60. Vertical reinforcement shall be placed in the center of the �' — — — — — — — building. (Section 3 -802 Materials) masonry cell, and shall be held in position at the top and bottom. ® ® ® b.) Existing:maximum 4' -0" high replacement materials can be made of 2. If a slab dowel does not line -up with a vertical core, it shall not be sloped i I the same materials as long as they more than one horizontal in six verticals (1:6)• ti V CONC, SLAB W/ 4 "xC I are made of approved opaque material. W1.441.4 WIRE MESH 3. Horizontal wall reinforcement shall be standard truss type DUR-O -WALL (a 8' " , - " 8' STEEL FLOAT FIN. 2.) FOOTINGS equivalent) at 16' O.C. (Min. 3000 psi.) I 8 xl6 concrete w /2- 35 continuous rebar imbedded. CO PIPE FILLED W/ CON I 4. Hollow Load-bearing Concrete Masonry Units shall be normal weight ELEVATION SCALE: I /1" -r -O• 8 "x 14" WIDE CONC. FTG. I 3.) CONCRETE SLAB conforming to ASTM C -90, with a minimum compressive strength of 1,900 P.S.I. w/ 2 -45 CONTI. NOTE: I , Monolithic, min. 6 thickness w/ u5 CONT. IN FLOAT FIN. at - ® imbedded 4 "x6 "/ IOx10 welded wire 5, Mortar shall be type M a S, in accordance with ASTM C -210, Place all K,O. BLOCK NTERIOR fabric (W.W.P.), 300 P.S.I, masonry in running bond with 3/8" mortar )ants. Provide complete coverage TOP of FGT. TO BE I I 4.) CONCRETE PILLED CELLS face shell mortar bedding, horizontal and vertical. 8" BELOW GRADE /PVMT. I With 1- 45 vertical rebar tied to EM. PLASTER FIN, footer steel at each corner and every 4• Coarse rout shall conform to ASTM C -416, with a maximum a gregate size SLOPE: 1/8 PER FT 0 C of 3/8', 8 to 10 slump, and a minimum compressive strength of ,500 P.S.I. at 4 4 "0 PIPE BOLLARD - I I 41 GATES 28 days. Constructed of min. 1 -1/2 diameter 1, Minimum 3' X 3' clean -out holes (saw -cut) are required at the bottom course galvanized tubular steel w /privacy type of all cells to verify grout placement. Clean -outs shall be sealed after ® ® slats inserted in galvanized steel mesh masonry inspec Lion- provided in accordance with ACI 531 -4.4, and before grouting. 6' CONC, SLAB I — _ _ _ _ _ _ fabric, hinge- mounted on min. 3" ',, 0 FILLED CELL: I - #5 CONTI. FROM diameter galvanized steel post. (Gates 8, Prior to groutingg, the grout space shall be clean, with no mortar projections o FTG TO TIE BEAM and post constructed and installed per greater than the I/2', mortar dropppings a other foreign material. All cells shall be in — I applicable building code by licensed vertical alignment, and shall solidly be filled with coarse grout as specified, fence contractor). SECTION 4.) DROP PIN 9. During placing, grout shall be consolidated with flexible cable vibrator. First SCALE: I /1 " -I' -o• 1/2" dia. 18" long metal rod gate latch. grout pour shall be stopped a minimum of I - 1/2" below the top of the Pt-AN 1,) SOIL SCALE: I /4' =I' -o' Provide 3/4" dia. hole 6" into concrete for rods. In asphalt provide a 3/4" DUMPSTER ENCLOSURE DETAILS P.V.C. sleeve, C' long, or equal Soil bearing capacity to be at least 2,500 P.S.P. Li WHITE, TYP. I it I I . .; , is •' nl- (2) - 1/2 "0 GAVL. STL. B RODS, I LONG, BUMPER DETAIL BU 2 -PER BUMPER. NOTE: ALL PAFK(ING SPACES ARE TO BE NO SCALE. PAINTED W/ 4' STRIFES: COLOR: WHITE, TYPICAL WHITE G" WIDE TRAFFIC PAINT BLUE ol O p -Ln ISABLED PARKING SIGN / N .- u� 5EE's DETAIL, THIS SHEET �/ BLUE CHEYRONS g `► EQUALLY $PAC WHITE / PER AISLE —<, O / 600 <° i LP 04 / DISABLED PARKING SPACE DETAILS NO SCALE FTP -20 -04 REV,; 2004 PER FL DESIGN STANDARDS ENGLISH UNITS I I Il I v- C> 00 �G �a I X 4 MINIMUM. 9 DRIPLINE, TYP. l/ W 2 X 4 MINIMUM ( HARDWOODS- 2/3 OF DRIPLINE OR 4' -0 ", THE GREATER - PINES- DRIPLINE OR 6' -0', WHICHEVER IS GREATER. tNOTE: BARRIERS ARE TO BE ERECTED AROUND 'TREES TO REMAIN" BEFORE CONSTRUCTION BEGINS, OR NEARBY TREES ARE REMOVED. BARRIERS ARE TO REMAIN IN PLACE UNTIL ALL PAVING, CONSTRUCTION, AND HEAVY EQUIPMENT IS OUT OF AREA. PROTECTIVE BARRIER DETAIL I I A CISSIBLE ROUTE TO SI EWALK I �D' MPSTER ENCLOSURE S�E DETAILS THIS SHEET BLDG. SIX (fix GARAGE SPACES BELOW Blue background White border ( symbd cp I PARKING BYE— I' series 'c' letters DISABLED Black border t letters PERMIT F White background ONLY 00 ¢ $ 255 FINE " F. S, 318.14 FTP -55 -250 DISABLED PARKING SIGN DETAIL NO SCALE NO SCALE [P IL RECEIVED APR 2 0 2007 �t DEVFLcDMENT & NEIGHBORHOOD SERVICES CITY OF CLEARWATER - R DREW 6T, CLEVELAND ST. COURT 6T. CLEARWATER LOCATION MAP SITE BLVD. BELLEAIR 11� North NO SCALE 1 r w I- co El Lt�.1 F- 33 a OO O U O V1 to r{..00 W 4 8 U fie■ Clr� C-/ C) T o O z o� O P,4 Cf) x W � � � SON H w nw o U OH o � ■ MEN ooaoo 001��❑ >_ lL U_ to L0 U) Z 0 p z 0 � w z 0 NZ CL =_3 0 0 0 0 Z — N 1"' O W o< Q 4 o a©aaa Z j� C 3 5R t a: 0 0 8.JAN.O� aaaaa ~ 4--) v Q � > Q > [� CU W '- U.1 L o (� LL 001all 0 z W0� -2'Fp� 0 �U)m o. V- 11.1 9 i W 0 LO G m r •• �c � Q S D uu ;� W Q Li WHITE, TYP. I it I I . .; , is •' nl- (2) - 1/2 "0 GAVL. STL. B RODS, I LONG, BUMPER DETAIL BU 2 -PER BUMPER. NOTE: ALL PAFK(ING SPACES ARE TO BE NO SCALE. PAINTED W/ 4' STRIFES: COLOR: WHITE, TYPICAL WHITE G" WIDE TRAFFIC PAINT BLUE ol O p -Ln ISABLED PARKING SIGN / N .- u� 5EE's DETAIL, THIS SHEET �/ BLUE CHEYRONS g `► EQUALLY $PAC WHITE / PER AISLE —<, O / 600 <° i LP 04 / DISABLED PARKING SPACE DETAILS NO SCALE FTP -20 -04 REV,; 2004 PER FL DESIGN STANDARDS ENGLISH UNITS I I Il I v- C> 00 �G �a I X 4 MINIMUM. 9 DRIPLINE, TYP. l/ W 2 X 4 MINIMUM ( HARDWOODS- 2/3 OF DRIPLINE OR 4' -0 ", THE GREATER - PINES- DRIPLINE OR 6' -0', WHICHEVER IS GREATER. tNOTE: BARRIERS ARE TO BE ERECTED AROUND 'TREES TO REMAIN" BEFORE CONSTRUCTION BEGINS, OR NEARBY TREES ARE REMOVED. BARRIERS ARE TO REMAIN IN PLACE UNTIL ALL PAVING, CONSTRUCTION, AND HEAVY EQUIPMENT IS OUT OF AREA. PROTECTIVE BARRIER DETAIL I I A CISSIBLE ROUTE TO SI EWALK I �D' MPSTER ENCLOSURE S�E DETAILS THIS SHEET BLDG. SIX (fix GARAGE SPACES BELOW Blue background White border ( symbd cp I PARKING BYE— I' series 'c' letters DISABLED Black border t letters PERMIT F White background ONLY 00 ¢ $ 255 FINE " F. S, 318.14 FTP -55 -250 DISABLED PARKING SIGN DETAIL NO SCALE NO SCALE [P IL RECEIVED APR 2 0 2007 �t DEVFLcDMENT & NEIGHBORHOOD SERVICES CITY OF CLEARWATER - R DREW 6T, CLEVELAND ST. COURT 6T. CLEARWATER LOCATION MAP SITE BLVD. BELLEAIR 11� North NO SCALE 1 r w I- co El Lt�.1 F- 33 a OO O U O V1 to r{..00 W 4 8 U fie■ Clr� C-/ C) T o O z o� O P,4 Cf) x W � � � SON H w nw o U OH o � ■ MEN ooaoo 001��❑ >_ lL U_ to L0 U) Z 0 p z 0 � w z 0 NZ CL =_3 0 0 0 0 Z — N 1"' O W o< Q 4 o a©aaa Z j� C 3 5R t a: 0 0 8.JAN.O� aaaaa ~ 4--) v Q � > Q > [� CU W '- U.1 L o (� LL 001all 0 z W0� -2'Fp� 0 �U)m o. V- 11.1 9 i W 0 LO G m r •• �c � Q S D uu ;� W Q NO SCALE NO SCALE [P IL RECEIVED APR 2 0 2007 �t DEVFLcDMENT & NEIGHBORHOOD SERVICES CITY OF CLEARWATER - R DREW 6T, CLEVELAND ST. COURT 6T. CLEARWATER LOCATION MAP SITE BLVD. BELLEAIR 11� North NO SCALE 1 r w I- co El Lt�.1 F- 33 a OO O U O V1 to r{..00 W 4 8 U fie■ Clr� C-/ C) T o O z o� O P,4 Cf) x W � � � SON H w nw o U OH o � ■ MEN ooaoo 001��❑ >_ lL U_ to L0 U) Z 0 p z 0 � w z 0 NZ CL =_3 0 0 0 0 Z — N 1"' O W o< Q 4 o a©aaa Z j� C 3 5R t a: 0 0 8.JAN.O� aaaaa ~ 4--) v Q � > Q > [� CU W '- U.1 L o (� LL 001all 0 z W0� -2'Fp� 0 �U)m o. V- 11.1 9 i W 0 LO G m r •• �c � Q S D uu ;� W Q LOCATION MAP SITE BLVD. BELLEAIR 11� North NO SCALE 1 r w I- co El Lt�.1 F- 33 a OO O U O V1 to r{..00 W 4 8 U fie■ Clr� C-/ C) T o O z o� O P,4 Cf) x W � � � SON H w nw o U OH o � ■ MEN ooaoo 001��❑ >_ lL U_ to L0 U) Z 0 p z 0 � w z 0 NZ CL =_3 0 0 0 0 Z — N 1"' O W o< Q 4 o a©aaa Z j� C 3 5R t a: 0 0 8.JAN.O� aaaaa ~ 4--) v Q � > Q > [� CU W '- U.1 L o (� LL 001all 0 z W0� -2'Fp� 0 �U)m o. V- 11.1 9 i W 0 LO G m r •• �c � Q S D uu ;� W Q m r •• �c � Q S D uu ;� W Q PLANT MATERIAL SCHEDULE: MARK BOTANICAL NAME COMMON NAME SPECIFICATION SIZE QUANITY NO NERIUM OLEANDER PETITE OLEANDER (PINK) FLORIDA FANCY, 24' O.C. 3 GAL, 63 VJ VARAGETED JASMINE MINMA VARIGATED JASMINE FLORIDA %1, 18" O.C. I GAL. 412 RNZ RHODODENDRON NOVA ZEMBIA AZALEA FLORIDA 41, 36" O.C. 3 GAL, 196 CV CODIAEUM VARIEGATUM CROTON FLORIDA FANCY , 30' O.C. 3 GAL, 109 VS VIBURNUM SUSPENSUM VIBURNUM FLORIDA 41, 36 00.C. 3 GAL, 113 LI LAGERSTROEMIA INDICA CRAPE MYRTLE FLORIDA #I, B t B 3' Cd/10' O.A. Ht. 19 SP SABLE PALMETTO CABBAGE PALM FLORIDA 41, B t B 10' CLR. TRUNK 0 IX IXORA COCCINEA IXORA or FLAME of the WOODS FLORIDA #I, 18" O.C. I GAL, 38 EXISTING TREES TO REMAIN SEE SHEET SD -01 FOR BARRICADE e DETAILS PETITE OLEANDER (PINK) (NERIUM OLEANDER) 3 GAL, FLORIDA FANCY VARIGATED JASMINE MINIMA (VARIGATED JASMINE) I GAL. FLORIDA FANCY AZALEA (RHODODENDRON NOVA ZEMBIA) 3 GAL. 36' O.C., FLORIDA al VIBRRNUM ( VIBRRNUM SUSPENSUM) 3 GAL., 36' O.C., FLORIDA FANCY CROTON,CODIAEUM VARIEGATUM 3 GAL., FLORIDA 41 CRAPE MYRTLE (LAGERSTROEMIA INDICA) 3' DIA. at BREAST HEIGHT, FLA, 41 IXORA COCCINEA (IXORA OR FLAME OF THE WOODS) I GAL. FLORIDA 41, 18" O.C. SOD: ST. AUGUSTINE "FLORITAN' PROVIDE PERMANENT IRRIGATION SYSTEM PROVIDING COMPLETE WATER COVERAGE FOR ALL REQUIRED AND OTHER LANDSCAPE MATERIALS, THE SYSTEM SHALL BE FULLY FUNCTIONAL AND MAINTAINED TO PRESERVE THE LANDSCAPING MATERIAL IN HEALTHY AND GROWING CONDITION. SOURCE FOR IRRIGATION WATER SUPPLY TO BE DETERMINED. SYSTEM SHALL BE PROVIDED W/ RAIN SENSOR AND SHUT OFF DEVICE, EXISTING SOD TO REMAIN GENERAL NOTES I. CONFORMANCE. Implemenation of this drawing shall conform to the highest stanclar s or e trade and to all prevailing ordinances and codes. 2. IRRIGATION. Execution shall be accomplished bg the installation of a 100% overlap coverage, underground irrigation system to the Standards and Specifications of the Florida Irrigation Society. The contractor shall submit a schematic shop drawing showing all heads, coverages, sleeves, pipe, valves, controllers and water source for the review and approval of the owner and Architect prior to commencement of the work. 3. SAFETY. Due care and prevention shall be provided to prevent damages and in jur to persons, service utilities, structures, etc. on or about the site during the course of work. 4. VERIFICATION. Quantity estimates, soil properties and pH, climate factors, existing con itiona an proposed improvements shall be verified consistent with this drawing pursuant to implementation and with necessary recommendations forwarded. S. OWNER'S INTEREST. The contractor shall not perform any work that to his knowledge, or in his opinion, is contrary to the interests of the owner. 6. CLEAN -UP. At the completion of the work, all debris and waste material shall be c e aneland removed from the site, 1. GUARANTEES. All furnished plant material shall be guaranteed for a period of one (1) year after issuance of the Certificate of Occupancy, by the governing authority. 8. TECHNIQUES. The contractor shall implement such techniques as warranted by soil and c1lim a a }Fors consistent with good practices of the trades relevant to wind loads, drainage, encroachment, etc. 9. ROUGH GRADES. The contractor shall furnish as rough grades to +/- 0.1 ft. of Nxed control elevations, f fee of debris, construction waste and weeds. LANDSCAPING NOTES I. GRADE. All furnished plant material shall be Grade 41, per "Grades and Standards or Nursery Stock ", parts I t II, Florida Department of Agriculture. r old sand grown, laid i ed rue to varlet two gears 2, SOD, St. Augustine, shall be cert fi t y, g staggered in rows, rolled and fertilized. Pensacola Bahia sod shall be installed in all detention areas. 3. MULCH. Grade "A" cgpress mulch shall be laid to a depth of 3 in. in all planting beds and around all free - standing trees, 4. PLANTING, All plant material shall be installed plumb, and at the same grade at which they were grown, best side facing prime visibility, and thoroughly watered to eliminate any air pockets. S. PLANTS. All plant material to be installed shall have been grown in similar light and drainage conditions to those proposed on site. =VII rIMr. C/)r) TO Pr-MAIN 6. TREES. Trees shall be planted in water retention dish 6 inches in depth and equal to the root ball and mulched, Trees shall be properly guyed and staked and warranted for one year after planting. 1. SOIL. All planting soil shall be composed of 1/3 top soil, 1/3 peat moss and 1/3 native material. PH to be in the following range: 1.1 to .6 or as required by the specified plant material. S. MAINTENANCE. All maintenance shall be the responsibility of the contractor until ninty days after date of acceptance, 9. FERTILIZATION, All furnished plants, trees, and sod shall be topdressed fertilized with a 6 -6 -6 100% organic fertilizer applied at the rate recommended by the manufacturer, IRRIGATION SYSTEMS GENERAL: GENERAL CONDITIONS: Provisions of "General Conditions/ Notes apply, All materials and workmanship shall conform to the Standards and Specifications prescribed under the Florida Irrigation Society's current manual. Permits and Fees: Obtain all permits and pay required fees to any governmental agency having jurisdiction over the woek, Inspections required bg local ordinances during the course of construction shall be arranged as required. Plans: As given or as 'shop drawings' prepared by the contractor. 100% overlap coverage required, Schematic in nature subject to head, pipe and valve location adjustment bg the contractor consistent with existing and proposed site conditions and design coverage. "As -Built" Drawing: Prepare an "as- built" drawing on reproducible paper, MATERIALS: Quality: All materials throughout the system new and in perfect condition. vinyl chloride 2 1220 0l v h r a m t sleeves Schedule 4 0 T e110 g Plastic Pipe: All uncle p ve en h yp p � g (PVC) pipe and conform to CS- 256-63. Main and lateral line pipe Class 315 for 11 , Class 200 C p� PP for 3/4 d lass 160 P 4 an C V C for I and above. Plastic Fittings: Schedule 80, polyvinyl chloride (PVC) standard weight. Risers: Schedule 80 PVC. Above grade risers painted flat black. Main Line Shut -off Valves: Brass, threaded each side, non - rising stem gate valves. Backflow Preventer: As required bg code, Control Valves: Rainbird E Series or equivalent. Plan North I INCH = 20.0 FT. WORKMANSHIP: Layout: Layout work as accurately as possible to the plan and details. Adjustments: Make necessary minor adjustments at no additional cost to maximize coverage and minimize waste. Maintain 100% overlap coverage. Changes:" Any major revisions to the irrigation system must be submitted for approval by the architect. Water Source: Metered reclaimed water tap at North property line. PIPE SIZING SCHEDULE: Apply the following pipe sizes for volume and class given: 1/2" 0 -5 gpm Class 315 PVC 3/4" 5 -10 gpm Class 200 PVC 1" 10 -19 gpm Class 160 PVC 1 1/4" 19 -28 gpm Class 160 PVC 1 1/2" 28 -35 gpm Class 160 PVC 211 35 -55 gpm Class 160 PVC 2 1/2' 55 -85 gpm Class 160 PVC 3" 85 -120 gpm Class 160 PVC To meet the intent of the City of Clearwater's Land Development Code the irrigation system must meet the following requirements: 1. Shallow wells, open surface water bodies, or reclaimed water must be used as a source of irrigation water. The distribution system for irrigation must not be connected to county or murnic pal water sources unless it can be demonstrated that these sources are not available. 2. Irrigation systems must utilize low volume design such as low trajectory heads or soaker hoses to provide direct application and low evaporation. S stems that overspray areas that cdo not require irrigation, such as paved areas, will not be acceptable. High irrigation need areas must, not overspray low need areas. 3. High water demand landscape areas such as turf must be served bg a separate irrigation zone than low water need areas, such as planter beds, or mulched areas with trees. In no case sha611 any planted vegetation area be more than 50' from a water supply hose bib. 4. Automatic irrigaiton systems must be operated by an irrigaton controller capable of differentiating between the schedules of high and low water demand areas. Controllers must haave multiple cycle start capacity and a flexible calendar program able to be set to comply with local or water management district imposed restrictions. 5. Automatic irrigaiton syustems must be equipped with a rain sensor device or switch which will override the irrigation cycle of the sprinkler system when adequate rainfall has occurred. 2" SPECIFIED MULCHING (SEE NOTES) III"► 2" SAUCER AROUND �=XISTING GROUND SHRUB-WELL PERIMETER I 1=1 I Mi I ❑i Ir�� >= SLOPE � a �d•W R; Ili III —� ••,,� ,Fc,� UNDISTURBED EXISTING I- SOIL _ 4. II I I I� PEEL BACK UPPER I — ' —I 1/3 OF BALL WRAPPING UNCOMPACTED PLANTING SOIL MIX TO BE PLACED THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF THE PLANT MATERIAL, PLANTING SOIL MIX BY VOLUMN SHALL BE COMPRISED OF EQUAL PARTS OF TOPSOIL,PEAT MOSS (or COMPOST), and NATIVE SOIL FORM THE SITE, SHRUB PLANTING DETAIL NO SCALD ALL landscoping muss be pr" ihstoLed per approve pion rx V-f to C4 n'S ;tiara. Reinspedion tsas a:e ma Amory BLACK POLYURETHANE HOSE SINGLE STRAND 12 GUAGE WIRE PLASTIC WARNING FLAG (TYPJ 2 'X2'X3V WOODEN STAKE INTO UNDISTURBED SOIL (3 REQUIRED) REMOVE BURLAP FROM TOP 1/ 3 OF BALL WRAPPING UNDISTURBED EXISTING SOIL ) �K T 6b _Lolf t bn s ' In 501/0 co �ivinq ��r��tgri�als f;1tA'1"r'0 tC;ES, IN aY �YEC'tFtCiaCls= litw, CSR GES� >� L s'�ITHQt1S �4kk ,:Gt��EM1 G c ►�u+�, r�r-, F'[11�VC ;iv 114&�iT��Ia�a, ;)Aft EN .STR�E! 'I P� fl)I (� KIN -; LOT Uric TI7 FP CA-T:MIENI All 1A CAPING 10 BE PROTECTED FROM VTIPCUM OR PECESJRq, TRAFFIC BY A MINIMUM SIX INCH NIGy, A60 QEL SLOPS PRUNE CANOPY AS DIRECTED SL_ OPE _ SLOPE � a �d•W R; —I I- .5. k 14 — �1 I- Fi f 2' SPECIFIED MULCHING (SEE NOTES) 3 "-4" EARTH SAUCER AT PERIMETER OF PLANTING WELL EXISTING GROUND UNCOMPACTED PLANTING SOIL MIX L- UNCOMPACTED PLANTING SOIL MIX TO BE PLACED THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF THE PLANT MATERIAL. PLANTING SOIL MIX BY VOLUMN SHALL BE COMPRISED OF EQUAL PARTS OF TOPSOIL,PEAT MOSS for COMPOST), and NATIVE SOIL FORM TREESITE. I "� REE PLANTING DETAIL AIL NO SCALE °o cc O ce- IV _ w El N U �w F-' a 0 a 0 U 0 UL NF�Gf Cyr f� �C>OU � a �d•W R; ON O kLC F o� U MEN FE-11 ❑ ❑ ❑FEJ CO U � v) L w IIJ OL F- VI VI m 0 �w X w z z > > UA LU oae W 0 o a U in_ w Q& W o U 0 z _ r W a 0 � 0 � 0 ❑ ❑a ❑FE Z < 3 J 0+ R F 0 3 0 8.JAN,01 [1-11 Fill 13 _J [1-11 FE 1] CA R z 0 z00r OO /3I OF (0 .Y 000 S�f�v lc la 3 cn U (n 4--) CC3 > � ADL Q � v Q� ra rn� > 11J v 4J- a =3 LL_ U ❑ ❑ 1[]] ❑ ❑ CJ O z W0� -233 0 CL z WSD -02 5 P— I~- [:)R;--W STREET (STATE ROAD NO, S90) RIGHT- OF -U)AY WIDTH VARIES HF_ Z (PER FLORIDA DEPT, OF TRANSPORTATION RIGHT -OF -WAY MAP FOR STATE ROAD SQO, SECTION 15 50 150'4) i �i7 OP 101 _O1, 3 EXISTING TREES TO REMAIN, SE ARRICADE DETAIL 20' VISION TRIANGLE �— hI-S-S C - E _ EXISTING R MAINIDEW ALKS STROKE PAINTED WHIT J A w STRIPE — ' RI -I PAINTED WHITE _ I I I BLDG. 5 STOP SIGN DETAIL STOP BAR DETAIL I I I � NO SCALE NO SCALE ' E NEW CONC SLAB EXISTING PAVEMENT AREAS TO BE SEALCO I RESTRIPPED AS INDICATED. DUMPSTER ENCLOSURE SEE DETAILS THIS SHEET 10 I I I A B B C C D D E E H HF_ Z Z4 . .625 8 8 8 8 1111 1 1 -- -- -- -- -- -- 1 � I 1 r SINGLE FAMILY HOUSE d� D 1 D 4 1 ICI I�I ICI ill ICI ICI ' = ICI "+ =,YI JIIFYIFW= YIF. III�III� ,u1�111- 1nFI11F.eI�IiF1�IIR 1, -Ll IIIF u- :III�IIE='tllFl JII Jtl�IE�iII�N�EI�W =W= tllrill��tl1 =Ellll ..:.. u�lll',, III =tlI,LI�III.- 111111= 11L= 111EIII�III�Itl��IIII�tlI�IIIFIII "IIII 0 I,_.. .... - ace s e ma ar a Ing, aizon a er Ic . 4.) CONCRETE FILLED CELLS With I- 45 vertical rebar tied to gggg I I footer steel at each corner and every of 3 /8 ' grout all 8' to IOslumpf t and minimum a minimum compressive strengthofSOg0 P.S.I. at - -- -- J 4 O.C. 28 days. 5.) GATES ® ® Constructed of min. 1-I/2" diameter 1. Minimum 3' X 3" clean -out holes (saw -cut) are required at the bottom course galvanized tubular steel w /privacy type of all cells to verify grout placement. Clean -outs shall be sealed after `Ip FILLED CELL: I -�5 CONTI. FROM slats inserted in galvanized steel mesh FTG TO TIE BEAM fabric, hinge- mounted on min. 3" masonry Inspection- provided in accedence with ACI 531 -4.6, and before grouting. diameter galvanized steel post. (Gates 8. Fria to groutingg, the grout space shall be clean, with no mortar protections ' and post constructed and installed per greater than the I/2', mortar drop ppings a other foreign material. All cells shall be in applicable building code by licensed vertical alignment, and shall solidly be fil led with coarse grout as specified. _ _ -_ _ •''.•, fence contractor). SECTION P L--AN 6.) DROP PIN 9. During placing, grout shall be consolidated with flexible cable vibrator. First SCALE, I /4• -i' -o' SCALE, i /4 " -r -o• 1/2" dia. 18" long metal rod gate latch. grout pour shall be stopped a minimum of I - 1/2" below the top of the SOIL Provide 3/4" dia. hole 4" into concrete DUMPSTER ENCLOSURE DETAILS for rods. In asphalt provide a 3/4" P.V.C. sleeve, 4" long, or equal Soil bearing capacity to be at least 2,500 P.S.F. TRIANGLE r D / F__ ,1 lam' I� r► i, I _ _ STOP SIGN t BAR„ SEE DETAILS, THIS SHEET, TYP. EXISTING SIDEWALKS TO REMAIN I I I 11 I I I S-I �ii�ii i�i�ilT[.I f T IS SHE - � 0 0 0 0 0 0 I I• I• 1 I• II•.. yam' - - - - EXISTING TREES TO REMAIN, SEE BARRICADE DETAIL, 3" 3" 6' -O" LONG THIS SHEET, TYPICAL. PRE -CAST .• CONCRETE PAVING ` PAINT TRAFFIC . �l i� •. WHITE, TYP. r.l IIII IIIIIIII IIII IIIIIIIIIII III IIIIIIII IIII11111111 II II II 111111 IIII IIillllllll 1111111Iill ll 111111 IIII ,r. lnl- ilu-- '= l -E= nIuI( — f-IIIII' E= _I—_ ° I Z— 1� =ull ­-- =1�nn ulr= (2) - I/2 "0 GAVE. STL, BUMPER DETAIL RODS, I' -6" LONG, 2 -PER BUMPER. NOTE: ALL PARKING, SPACES ARE TO BE NO SCALE PAINTED W/ 4" STRIPES; COLOR: WHITE, TYPICAL WHITE 6" WIDE TRAFFIC PAINT BLUE O I Q W O a' IS ABLED PARKING SIGN N n SEE DETAIL, THIS SHEET � BLUE CHEYROINS 6 `t EQUALLY SPAC � � WHITE i t PER AISLE � I li 1 a- ol N / DISABLED PARKING SPACE DETAILS NO SCALD - -1 I � — AREAS OF NEW 1 LANDSCAPING, TYP. ' 91- 9'- - 9' 1.-0, p I - ' 9'- 9'- ZO' 20' VI ON TRI ANGLE 9.ECAST CONS\ PARKNG II MPERS, SEE DETAIL _J I I I i I I 1 I NEW CC SIDEWA I i i_J Rte• y FTP -20 -04 REV,; 2004 PER FL DESIGN STANDARDS ENGLI SH UNITS I / —DM PARKING BY DISABLED PERMIT ONLY I X 4 MINIMUM. 9 DRIPLINE, TYP. '20' VISION ov o 0 Ce i 2 X 4 MINIMUM PLACE UNTIL ALL PAVING, CONSTRUCTION, - AND HEAVY EQUIPMENT IS OUT OF AREA. ' PROTECTIVE BARRIER DETAIL. I I I I I 1 I I I I I I I I 1 I I I I I I 1 I D MPSTER ENCLOSURE —S E DETAILS THIS SHEET 1 1 P i I BLDG. I SIX (0 GARAGE SPACES BELOW I 1 1 Blue background White Bader t symbol I' series 'c' letters Black border t letters White background co o 0 1`- Q CC $ 255 FINE F. S. 318,14 � FTP -55 -250 DISABLED PARKING SIGN DETAIL NO SCALD CD NO SCALE �O U C � w E� z v �w� W r 1 .d0 w v� H U r+- 0 �cn CLEARUI,4TE m N Z o 0 N DDW Fi]]113 DDC ° o Do g 3 8RF tnN m� Pm UN 0 8.JAN-01 w m > 00 CU N DDoDDoDD[W LL r O Wa g� ZN m� t- U T Cal (HARDWOODS- 2/3 OF DRIPLINE OR 6' -0 ", THE GREATER- PINES- DRIPLINE OR L' -0 ", WHICHEVER IS GREATER. NOTE: BARRIERS ARE TO BE ERECTED AROUND "TREES TO REMAIN" BEFORE CONSTRUCTION BEGINS, OR NEARBY TREES ARE REMOVED. BARRIERS ARE TO REMAIN IN a 0 0 O U co O m yN} 0�0 r O O _J w Fil � W ® r r � N m � m U N m N wr�, DDDDC N W o E Op go Z Lo N m� 0 rm UN co CV U N SITE LOCATION MAP T North X10 SCALE W m LH LL < � W > � N Q W r Ql O O J � � �� ZN m� � Q� W Q— U 'c UN m ODOM N 0 (L CC i � ,III00 � w +III' "i � % Q .o t � a Plan North lily IIII � III 1111 I INCH = 20.0 FT. �lil II ® EXISTING TREE, TO REMAIN 0 20 40 60 GRAPHIC SCALE PRESSURE TREATED PINE SHADOW NOTES: BOARD GATE ON 2 "xV WD. FRAME (ON EDGE) W/ HEAVY DUTY HARDWARE 1.) WALLS CONCRETE MASONRY WALL CONSTRUCTION PAINTED. PROVIDE: TURNBUCKLE PROVIDE GATES W/ DROP BRACING PINS _____ a.)New construction: a maximum 4' -0" high and constructed of concrete Materials, construction and yualltg control of masonry shall be In accordance Uniform Building Code (IIBC), Chapter 24, General and ROP PIN HOLES, TYPICAL block (8 X8 x16 ). Materials used should with conditions construction requirements shall be applied as specified in UBC, Section 2404 (If), be consistent with those used in the during grouted masonry work. 8" BLOCK WALL construction of and architectural style 10' -8" of those used in the construction of I. All reinforcing steel shall be defamed bars conforming to ASTM A-615, 4' -0" and architectural style of the principal Grade 60. Vertical reinforcement shall be placed in the center of the — — — — — — building. (Section 3 -802 Materials) masonry cell, and shall be held in position at the top and bottom. ® ® ® — — — — I b.) Existing:maximum 4' -0" high replacement materials can be made of 2. If a slab dowel does not line -up with a vertical core, it shall not be sloped the same materials as long as they more than one horizontal in six verticals (l:d), 6" CONC. SLAB W/ 6 "xJ4, I are made of approved opaque material. W1.441.4 WIRE MESH 2.) 3. Horizontal wall reinforcement shall be standard truss type DUR -O -WALL (or 8' _ " ,_ 8" STEEL FLOAT FIN. (Min. 3000 psi.) FOOTINGS 8 A concrete w /2- #5 continuous equivalent) at 14' O.C. ELEVATION 6 0 PIPE FILLED W/ CON " I I `1 rebar imbedded. 3.) CONCRETE SLAB 4. Hollow Load-bearing Concrete Masoruy Units shall be normal weight to ASTM C-90, with a minimum compressive strength of 1,900 P.51 SCALE: i /4' -r -o' = -- 8'x IC WIDE CONC. FTG. w/ 2 - 45 CONTI. NOTE: ® ( Monolithic, min. 6 thickness w/ conforming u5 CONT. IN �,0. BLOCK— FLOAT FIN. at iNTERfORL�,�O�/ TOP of FGT. TO BE /FPTVMT. I imbedded VxC/ IOAO welded wire fabric (W.W.P.), 300 P.S.I. 5. Mortar shall be type M a 5, in accordance with ASTM C-210. Place all masonry in running bond with 3/8 mortar pants. Provide complete coverage t h11 t bold h tlandv t al 4 1 ICI I�I ICI ill ICI ICI ' = ICI "+ =,YI JIIFYIFW= YIF. III�III� ,u1�111- 1nFI11F.eI�IiF1�IIR 1, -Ll IIIF u- :III�IIE='tllFl JII Jtl�IE�iII�N�EI�W =W= tllrill��tl1 =Ellll ..:.. u�lll',, III =tlI,LI�III.- 111111= 11L= 111EIII�III�Itl��IIII�tlI�IIIFIII "IIII 0 I,_.. .... - ace s e ma ar a Ing, aizon a er Ic . 4.) CONCRETE FILLED CELLS With I- 45 vertical rebar tied to gggg I I footer steel at each corner and every of 3 /8 ' grout all 8' to IOslumpf t and minimum a minimum compressive strengthofSOg0 P.S.I. at - -- -- J 4 O.C. 28 days. 5.) GATES ® ® Constructed of min. 1-I/2" diameter 1. Minimum 3' X 3" clean -out holes (saw -cut) are required at the bottom course galvanized tubular steel w /privacy type of all cells to verify grout placement. Clean -outs shall be sealed after `Ip FILLED CELL: I -�5 CONTI. FROM slats inserted in galvanized steel mesh FTG TO TIE BEAM fabric, hinge- mounted on min. 3" masonry Inspection- provided in accedence with ACI 531 -4.6, and before grouting. diameter galvanized steel post. (Gates 8. Fria to groutingg, the grout space shall be clean, with no mortar protections ' and post constructed and installed per greater than the I/2', mortar drop ppings a other foreign material. All cells shall be in applicable building code by licensed vertical alignment, and shall solidly be fil led with coarse grout as specified. _ _ -_ _ •''.•, fence contractor). SECTION P L--AN 6.) DROP PIN 9. During placing, grout shall be consolidated with flexible cable vibrator. First SCALE, I /4• -i' -o' SCALE, i /4 " -r -o• 1/2" dia. 18" long metal rod gate latch. grout pour shall be stopped a minimum of I - 1/2" below the top of the SOIL Provide 3/4" dia. hole 4" into concrete DUMPSTER ENCLOSURE DETAILS for rods. In asphalt provide a 3/4" P.V.C. sleeve, 4" long, or equal Soil bearing capacity to be at least 2,500 P.S.F. TRIANGLE r D / F__ ,1 lam' I� r► i, I _ _ STOP SIGN t BAR„ SEE DETAILS, THIS SHEET, TYP. EXISTING SIDEWALKS TO REMAIN I I I 11 I I I S-I �ii�ii i�i�ilT[.I f T IS SHE - � 0 0 0 0 0 0 I I• I• 1 I• II•.. yam' - - - - EXISTING TREES TO REMAIN, SEE BARRICADE DETAIL, 3" 3" 6' -O" LONG THIS SHEET, TYPICAL. PRE -CAST .• CONCRETE PAVING ` PAINT TRAFFIC . �l i� •. WHITE, TYP. r.l IIII IIIIIIII IIII IIIIIIIIIII III IIIIIIII IIII11111111 II II II 111111 IIII IIillllllll 1111111Iill ll 111111 IIII ,r. lnl- ilu-- '= l -E= nIuI( — f-IIIII' E= _I—_ ° I Z— 1� =ull ­-- =1�nn ulr= (2) - I/2 "0 GAVE. STL, BUMPER DETAIL RODS, I' -6" LONG, 2 -PER BUMPER. NOTE: ALL PARKING, SPACES ARE TO BE NO SCALE PAINTED W/ 4" STRIPES; COLOR: WHITE, TYPICAL WHITE 6" WIDE TRAFFIC PAINT BLUE O I Q W O a' IS ABLED PARKING SIGN N n SEE DETAIL, THIS SHEET � BLUE CHEYROINS 6 `t EQUALLY SPAC � � WHITE i t PER AISLE � I li 1 a- ol N / DISABLED PARKING SPACE DETAILS NO SCALD - -1 I � — AREAS OF NEW 1 LANDSCAPING, TYP. ' 91- 9'- - 9' 1.-0, p I - ' 9'- 9'- ZO' 20' VI ON TRI ANGLE 9.ECAST CONS\ PARKNG II MPERS, SEE DETAIL _J I I I i I I 1 I NEW CC SIDEWA I i i_J Rte• y FTP -20 -04 REV,; 2004 PER FL DESIGN STANDARDS ENGLI SH UNITS I / —DM PARKING BY DISABLED PERMIT ONLY I X 4 MINIMUM. 9 DRIPLINE, TYP. '20' VISION ov o 0 Ce i 2 X 4 MINIMUM PLACE UNTIL ALL PAVING, CONSTRUCTION, - AND HEAVY EQUIPMENT IS OUT OF AREA. ' PROTECTIVE BARRIER DETAIL. I I I I I 1 I I I I I I I I 1 I I I I I I 1 I D MPSTER ENCLOSURE —S E DETAILS THIS SHEET 1 1 P i I BLDG. I SIX (0 GARAGE SPACES BELOW I 1 1 Blue background White Bader t symbol I' series 'c' letters Black border t letters White background co o 0 1`- Q CC $ 255 FINE F. S. 318,14 � FTP -55 -250 DISABLED PARKING SIGN DETAIL NO SCALD CD NO SCALE �O U C � w E� z v �w� W r 1 .d0 w v� H U r+- 0 �cn CLEARUI,4TE m N Z o 0 N DDW Fi]]113 DDC ° o Do g 3 8RF tnN m� Pm UN 0 8.JAN-01 w m > 00 CU N DDoDDoDD[W LL r O Wa g� ZN m� t- U T Cal (HARDWOODS- 2/3 OF DRIPLINE OR 6' -0 ", THE GREATER- PINES- DRIPLINE OR L' -0 ", WHICHEVER IS GREATER. NOTE: BARRIERS ARE TO BE ERECTED AROUND "TREES TO REMAIN" BEFORE CONSTRUCTION BEGINS, OR NEARBY TREES ARE REMOVED. BARRIERS ARE TO REMAIN IN a 0 0 O U co O m yN} 0�0 r O O _J w Fil � W ® r r � N m � m U N m N wr�, DDDDC N W o E Op go Z Lo N m� 0 rm UN co CV U N SITE LOCATION MAP T North X10 SCALE W m LH LL < � W > � N Q W r Ql O O J � � �� ZN m� � Q� W Q— U 'c UN m ODOM N 0 (L CC i � ,III00 � w +III' "i � % Q .o led with coarse grout as specified. _ _ -_ _ •''.•, fence contractor). SECTION P L--AN 6.) DROP PIN 9. During placing, grout shall be consolidated with flexible cable vibrator. First SCALE, I /4• -i' -o' SCALE, i /4 " -r -o• 1/2" dia. 18" long metal rod gate latch. grout pour shall be stopped a minimum of I - 1/2" below the top of the SOIL Provide 3/4" dia. hole 4" into concrete DUMPSTER ENCLOSURE DETAILS for rods. In asphalt provide a 3/4" P.V.C. sleeve, 4" long, or equal Soil bearing capacity to be at least 2,500 P.S.F. TRIANGLE r D / F__ ,1 lam' I� r► i, I _ _ STOP SIGN t BAR„ SEE DETAILS, THIS SHEET, TYP. EXISTING SIDEWALKS TO REMAIN I I I 11 I I I S-I �ii�ii i�i�ilT[.I f T IS SHE - � 0 0 0 0 0 0 I I• I• 1 I• II•.. yam' - - - - EXISTING TREES TO REMAIN, SEE BARRICADE DETAIL, 3" 3" 6' -O" LONG THIS SHEET, TYPICAL. PRE -CAST .• CONCRETE PAVING ` PAINT TRAFFIC . �l i� •. WHITE, TYP. r.l IIII IIIIIIII IIII IIIIIIIIIII III IIIIIIII IIII11111111 II II II 111111 IIII IIillllllll 1111111Iill ll 111111 IIII ,r. lnl- ilu-- '= l -E= nIuI( — f-IIIII' E= _I—_ ° I Z— 1� =ull ­-- =1�nn ulr= (2) - I/2 "0 GAVE. STL, BUMPER DETAIL RODS, I' -6" LONG, 2 -PER BUMPER. NOTE: ALL PARKING, SPACES ARE TO BE NO SCALE PAINTED W/ 4" STRIPES; COLOR: WHITE, TYPICAL WHITE 6" WIDE TRAFFIC PAINT BLUE O I Q W O a' IS ABLED PARKING SIGN N n SEE DETAIL, THIS SHEET � BLUE CHEYROINS 6 `t EQUALLY SPAC � � WHITE i t PER AISLE � I li 1 a- ol N / DISABLED PARKING SPACE DETAILS NO SCALD - -1 I � — AREAS OF NEW 1 LANDSCAPING, TYP. ' 91- 9'- - 9' 1.-0, p I - ' 9'- 9'- ZO' 20' VI ON TRI ANGLE 9.ECAST CONS\ PARKNG II MPERS, SEE DETAIL _J I I I i I I 1 I NEW CC SIDEWA I i i_J Rte• y FTP -20 -04 REV,; 2004 PER FL DESIGN STANDARDS ENGLI SH UNITS I / —DM PARKING BY DISABLED PERMIT ONLY I X 4 MINIMUM. 9 DRIPLINE, TYP. '20' VISION ov o 0 Ce i 2 X 4 MINIMUM PLACE UNTIL ALL PAVING, CONSTRUCTION, - AND HEAVY EQUIPMENT IS OUT OF AREA. ' PROTECTIVE BARRIER DETAIL. I I I I I 1 I I I I I I I I 1 I I I I I I 1 I D MPSTER ENCLOSURE —S E DETAILS THIS SHEET 1 1 P i I BLDG. I SIX (0 GARAGE SPACES BELOW I 1 1 Blue background White Bader t symbol I' series 'c' letters Black border t letters White background co o 0 1`- Q CC $ 255 FINE F. S. 318,14 � FTP -55 -250 DISABLED PARKING SIGN DETAIL NO SCALD CD NO SCALE �O U C � w E� z v �w� W r 1 .d0 w v� H U r+- 0 �cn CLEARUI,4TE m N Z o 0 N DDW Fi]]113 DDC ° o Do g 3 8RF tnN m� Pm UN 0 8.JAN-01 w m > 00 CU N DDoDDoDD[W LL r O Wa g� ZN m� t- U T Cal (HARDWOODS- 2/3 OF DRIPLINE OR 6' -0 ", THE GREATER- PINES- DRIPLINE OR L' -0 ", WHICHEVER IS GREATER. NOTE: BARRIERS ARE TO BE ERECTED AROUND "TREES TO REMAIN" BEFORE CONSTRUCTION BEGINS, OR NEARBY TREES ARE REMOVED. BARRIERS ARE TO REMAIN IN a 0 0 O U co O m yN} 0�0 r O O _J w Fil � W ® r r � N m � m U N m N wr�, DDDDC N W o E Op go Z Lo N m� 0 rm UN co CV U N SITE LOCATION MAP T North X10 SCALE W m LH LL < � W > � N Q W r Ql O O J � � �� ZN m� � Q� W Q— U 'c UN m ODOM N 0 (L CC i � ,III00 � w +III' "i � % Q .o U N SITE LOCATION MAP T North X10 SCALE W m LH LL < � W > � N Q W r Ql O O J � � �� ZN m� � Q� W Q— U 'c UN m ODOM N 0 (L CC i � ,III00 � w +III' "i � % Q .o � w +III' "i � % Q .o LE) BEN FJ 9 ' J■ If1�7■ Sil: Ze7J�1_ 14i�i< i7a1► t�► �' l��ilai► l�' i�Si7: ie1�141��■��il :7fi7_�it►�i[e>�� _ f�' 9 DREW STREET (STATE F:OAD NO. 590) 48 JATROPHA INTEGERRIMA PEREGRINA "VERMILION' FLORIDA 11 30' O.C. 3 GAL. 6 I LI 2 j LI 5 L1 4 EXISTING SOD TO REMAIN 4 TRADESCANTIA SPATHACIA OYSTER PLANT FLORIDA 11 18' O.C. I GAL. 25 EXISTING TO REMAIN EXISTING EXISTING EXISTING 12 MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA FLORIDA 41 B 1 B 15 GAL. 2 WODYETIA BIFURCATA FOXTAIL PALM FLORIDA 11 B 1 B 15 GAL, 2 ARECASTRUM ROMANZOFFIANUM QUEEN PALM FLORIDA ttl B 1 B 15 GAL, 21 BISMARCKIA NOBILIS BISMARK PALM FLORIDA 41 B 1 B 15 GAL, I LIVISTONA CHINESIS CHINESE PALM FLORIDA 41 B 1 B 15 GAL, 8 PHOENIX ROEBELENII PYGMY DATE PALM (ROEBELENiI PALM) FLORIDA 41 B 1 B 15 GAL. IL MADAGASCAR DRAGON TREE IDRACAENA MARGINATA 3 GAL., FLORIDA 11 CHINESE PALM (LIVISTONA CHINESIS) 15 GAL. B t B. FLORIDA V -NY SWEET VIBURNUM ( VIBERNUM ODORATISSIMUM) 3 GAL. 34' O.C., FLORIDA 11 JAPANESE ARALIA (FATSIA JAPONICA) 3 GAL. 24' O.C., FLORIDA 11 PYGMY DATE PALM 'ROEBELINII PALM' or SABAL PALMET70 PALMETTO FLORIDA 11 B I B 3 GAL, 1 AZTEC GRASS RIRIOPE MUSCARU I GAL. 30 O.C. FLORIDA 11 1 3 3 1 1 LM �� CV LC 12 Il I 15 4 I 3 3 GA I. 1 * * * * * J t - _ _ _ _ IX ' 9 PR VS VS NZ ITnle P i 9 I 5 � L J i 10 o N i ' o EXISTING TREES TO REMAIN a SEE SHEET SD -01 FOR BARRICADE DETAILS 3 GAL. M ' O.C., BIPINNATIFIDUM) � 3 GAL. 24' O.C., FLORIDA 11 WHITE BIRD 'OF PARADISE' (STRLITZIA NICOLAU 3 GAL. B 1 B, FLORIDA 11 YELLOW LANTANA (LANTANA CAMARA) 1 GAL. 24' O.C., FLORIDA 11 STAR JASMINE ITRACHELOSPERMUM JASMINOIDESI 1 GAL. 18' O.C., FLORIDA 11 CREEPING JUNIPER (JUNIPERUS HORIZONTAIIS) 1 GAL. 18' O.C., FLORIDA 11 PETITE OLEANDER, PINK (NERUIM OLEANDER) -10 3 GAL. 34' O.C., FLORIDA 11 JAPANESE PRIVET TIGUSTRUM GREEN' 'HOWARDU' (LIGUSTRUM JAPONICUM) AL. 21' O.C. FLORIDA 11 GARDENIA (GARDENIA AUGUSTA) 3 GAL. 34' O.C., FLORIDA 11 PEREGRINA 'VERMILION' QATROPHA INTEGERRIMA) 3 GAL. 30' O.C., FLORIDA 11 AZALEA (RHODODENDRON NOVA ZEMBIA) 3 GAL. 3d' O.C., FLORIDA 11 C�HINESE HIBISCUS (HIBISCUS ROSA- SINENSIS GAL. 24' O.C., FLORIDA 11 OYSTER PLANT ITRADESCANTIA SPATHACEA) 1 GAL. 18' O.C., FLORIDA 11 D CROTON (CODiAEUM VARIEGATUM) I GAL. 30' O.C., FLORIDA FANCY CHINESE LOROPETAIUM (LOROPETAIUM CHINENSE) 3 GAI. 30' O.C., FLORIDA 11 M(EX) XISTING PLANT MATERIAL TO REMAIN 0 VIBURNUM (V'BURh,JM SUSPENSUM) 3 GAL., 34' O.C., FLORIDA 11 INDIAN HAWTHORNE (RHAPHIOLEPIS INDICA) 3 GAL, 24' O.C., FLORIDA II - SOUTHERN MAGNOLIA (MAGNOLIA GRANDIFIORA) 15 GAL. B 1 B, FLORIDA 11 CRAPE MYRTLE (LAGERSTROEMIA INDICA) 15 GAL. B 1 B, FLORIDA 11 (^''7FACAHATCHEE GRASS ITRIPSACUM DACTYLOIDES �J 3 GAL. 34' O.C. FLORIDA 11 FOXTAIL PALM (WODYETIA BIFURCATA) 15 GAL. B I B FLORIDA 11 IXORA OR FLAME OF THE WOODS ( IXORA COCCINEA) I GAL. 18' O.C., FLORIDA 11 RASSAIA (SCHEFFLERA ACTINOPHYLLA) 49 GAL, 30' O.C,, FLORIDA 11 z LU _ _ _ _ standards of the trade and to all prevailing ordinances and codes. 1. SOIL. All planting soil shall be composed of 1/3 top soil, 1/3 peat moss and 1/3 PH be following 1.1 by _ __ _ _ _ _ _ IRRIGATION. Execution shall be accomplished by the installation of a 100% overlap coverage, underground irrigation system to the Standards and Specifications of the Florida native material. to in the range: to .G or as required the specified plant material. and minimize waste. Maintain 100% overlap coverage. be for by u~ QUEEN PALM (ARECASTRUM ROMANZOFFIANUM) 745 GAL. B 1 B, FLORIDA 11 1 1 I 1 LJ j 12 "URPLE FOUNTAIN GRASS (PENNISETUM SETACEUM) M3 GAL. 18' O.C., FLORIDA 11 PODOCARPIIS (PODOCARPUS MACROPHYLLA) 3 GAL, 34' O.C., FLORIDA 11 ISMARK PALM (BISMARCKIA NOBILIS) 15 GAL. B 1 B. FLORIDA 11 ®BUXUS MICROPHYLLA (BOXWOOD) 3 GAL. B 1 B. FLORIDA 11 MADAGASCAR DRAGON TREE IDRACAENA MARGINATA 3 GAL., FLORIDA 11 CHINESE PALM (LIVISTONA CHINESIS) 15 GAL. B t B. FLORIDA V -NY SWEET VIBURNUM ( VIBERNUM ODORATISSIMUM) 3 GAL. 34' O.C., FLORIDA 11 JAPANESE ARALIA (FATSIA JAPONICA) 3 GAL. 24' O.C., FLORIDA 11 PYGMY DATE PALM 'ROEBELINII PALM' Q i 0 20' VISION TRIANGLE (PHOENIX ROEBELENIU 1 A CV TD PR LJ 15 GAL. B 1 B. FLORIDA 11 1 I 12 3 12 APALMETTO (SABAL PALMETTO) I 6 I 14 3 GAL. B( B, FLORIDA 11 i o 0 0 0 SOD: ST. AUGUSTINE 'FLORITAN' .� PS GA PROVIDE PERMANENT IRRIGATION SYSTEM PROVIDING COMPLETE WATER COVERAGE FOR ALL REQUIRED AND SOD 5 8 1 OTHER LANDSCAPE MATERIALS, THE SYSTEM SHALL BE FULLY FUNCTIONAL AND MAINTAINED TO PRESERVE AR 1 THE LANDSCAPING MATERIAL IN HEALTHY AND GROWING CONDITION, SOURCE FOR IRRIGATION WATER SUPPLY 2 TO BE DETERMINED. SYSTEM SHALL BE PROVIDED W/ RAIN SENSOR AND SHUT OFF DEVICE. SINGLE FAMILY PB s0 5 MULCH HOUSE 5 LC I I EXISTING SOD TO REMAIN VO CV - i lU Z t] w ac u.� z AR � ft ©® m m v v ■ 1 �i i•OOOi � �_�— r r r r r is I DPi L PB 1 3 4 1 20' VISION TRIANGLE I I A 8 P .J 20 CV F28 JH MFua 11611! ` 2111, 1 - ©1 m • -t�'� m v v m C» v II a J i A r, v► '��iT�l� 2 X111 Iljl 11 111 1 ,, �' -� p iMilililil 1� 1► * ra �# �YT�I� #�= a v ld.a hr „r_ ®r ` J i v - !r �1 �o they were grown, best side facing prime visibility, and thoroughly watered to eliminate any air pockets. 5. PLANTS. All plant material to be installed shall have been grown in similar light and rain�age conditions to those proposed on site. Backflow Preventer: As required by code. Control Valves. Rainbird E Series or equivalent. EXISTING GROUND UNDISTURBED EXIS SOIL FA 15 _j 2" SPECIFIED MULCHING (SEE NOTES) 2" SAUCER AROUND SHRUB -WELL PERIMETER � �tdY (�:NARVi3E� i, i 5rtC1E`�. cpfrlFICAT1UhS, GR GESKGN VS vJtT'rlGt)f THE �;Gt�SENi Or "C4l RENT TF!', liTREI SOD 5 PAV�I'I'I1 C a e F l a n Man forth 11'141AJ 9 mc> 11) 0 a� o � U I INCH = 20.0 FT, GENERAL NOTES L. TREES. Trees shall be planted in water retention dish L inches in depth and equal to the U)ORKMANSHIP: ,L U) root ball and mulched, Trees shall be properly guyed and staked and warranted for one year a (L after planting. Layout: Layout work as accurately as possible to the plan and details. I. CONFORMANCE. impiemenation of this drawing shall conform to the highest z LU Z standards of the trade and to all prevailing ordinances and codes. 1. SOIL. All planting soil shall be composed of 1/3 top soil, 1/3 peat moss and 1/3 PH be following 1.1 by Adjustments: Make necessary minor adjustments at no additional cost to maximize coverage 2. IRRIGATION. Execution shall be accomplished by the installation of a 100% overlap coverage, underground irrigation system to the Standards and Specifications of the Florida native material. to in the range: to .G or as required the specified plant material. and minimize waste. Maintain 100% overlap coverage. be for by u~ Irrigation Society. The contractor shall submit a schematic shop drawing showing all heads, 8. MAINTENANCE. All maintenance shall be the responsibility of the contractor until Changes:” Any major revisions to the irrigation system must submitted approval the architect. Q S2 coverages, sleeves, pipe, valves, controllers and water source For the review and approval nintg days after date of acceptance. of the owner and Architect prior to commencement of the work. 9, FERTILIZATION. All furnished plants, trees, and sod shall be topdressed fertilized with Water Source: Metered reclaimed water tap at North property line. 3. SAFETY. Due care and prevention shall be provided to prevent damages and in,�ury to a 6 -4 -6 100% organic fertilizer applied at the rate recommended bg the manufacturer. PIPE SIZING SCHEDULE: Apply the following pipe sizes for volume and class given: persons, service utilities, structures, etc. on or about the site during the course of work. q. VERIFICATION. Quantity estimates, soil properties and pH, climate factors, existing IRRIGATION SYSTEMS I/2" -5 gpm Class 315 PVC 5 3/4" 5 -10 gpm Class 200 PVC 0 conditions an proposed improvements shall be verified consistent with this drawing pursuant to implementation and with necessary recommendations forwarded. on I" 10 -19 gpm Class ILO PVC C GENERAL: 1 1/4" 19 -28 gpm Class ILO PVC S. OWNER'S INTEREST. The contractor shall not perform any work that to his knowledge, or in is opinion, is contrary to the interests of the owner. GENERAL CONDITIONS: Provisions of General Conditions /Notes apply. All materials and I I/2" 28 -35 gpm Class 160 PVC 1 I 35 -55 gpm Class ILO PVC workmanship shall conform to the Standards and Specifications prescribed under the Florida 2 " 55 -85 m Class 160 PVC 6. CLEAN -UP. At the completion of the work, all debris and waste material shall be Irrigation Society's current manual. 2 I/2 85-120 gpm Class 160 PVC c eaned up and removed from the site. 3" 1. GUARANTEES. All furnished plant material shall be guaranteed for a period of one (1) Permits and Fees: Obtain all permits and pay required fees to any governmental agency having Jurisdiction over the woek. inspections required by local ordinances during the course of Q year after issuance of the Certificate of Occupancy, by the governing authority. construction shall be arranged as required. To meet the intent of the City of Clearwater's Land Development Code LL U [(:I [E-11 FE-11 the irrigation system must meet the following requirements. 8. TECHNIQUES. The contractor shall implement such techniques as warranted by soil Plans: As given or as "shop drawings' prepared by the contractor. 100% overlap coverage _J 0 W S -02 and c ima a ac -fors consistent with good practices of the trades relevant to wind loads, required. Schematic in nature subject to head, pipe and valve location adjustment bg the I. Shallow wells, open surface water bodies, or reclaimed water must be used as a source of drainage, encroachment, etc. contractor consistent with existing and proposed site conditions and design coverage. irrigation water. The distribution system for irrigation must not be connected to county or municipal water sources unless it can be demonstrated that these sources are not available. 9. ROUGH GRADES. The contractor shall furnish as rough grades to +/- 0.1 ft. of fixed "As- Built" Drawing: Prepare an "as- built" drawing on reproducible paper. control elevations, free of debris, construction waste and weeds. 2. Irrigation systems must utilize low volume design such as low tra jectorg heads or soaker hoses to provide direct application and low evapporation. Systems that overspray areas that do not be acceptable. High irrigation need areas must not MATERIALS: require irrigation, such as paved areas, will not LANDSCAPING NOTES overspray low need areas. Quality: All materials throughout the system new and in perfect condition. Plastic Pipe: All Schedule Type 1120 -1220 3. High water demand landscape areas such as turf must be served by a separate irrigation zone than low areas, such as beds, or mulched areas with trees. In no case shall any I. BADE. All furnished plant material shall b rail ttl G h p h e Grade per Grades and Standards Stock ", I E II, Florida Department Agriculture, underpavement sleeves q0, polyyvinyl chloride (PVC) pipe and conform to CS- 25b -63. Main and lateral line pipe Class 315 for I/2', Class 200 water need planter planted vegetation area be more than 50' from a water supply hose bib. o uF�rsery parts of for 3/'4'P and Class 160 P 2. SOD, St. Augustine, shall be certified true to variety, two gears old, sand grown, laid staggered in rows, rolled and fertilized. Pensacola Bahia sod shall be installed in all VC for I" and above. 9. Automatic irrigation systems must be operated by an irrigaton controller capable of detention areas. Plastic Fittings: Schedule 80, polyvinyl chloride (PVC) standard weight. differentiating between the schedules of high and low water demand areas. Controllers must have multiple cycle start capacity and a flexible calendar program able to be set to comply with local or 3. MULCH. Grade "A" cypress mulch shall be laid to a depth of 3 in. in all planting beds Risers: Schedule 80 PVC. Above grade risers painted flat black, water management district imposed restrictions. and around all free- standing trees. Main Line Shut -off Valves: Brass, threaded each side, non - rising stem gate valves. 5. Automatic irrigaiton syustems must be equipped with a rain sensor device or switch which will 4. PLANTING All plant material shall be installed plumb and at the same grade at which override the irrigation cycle of the sprinkler system when adequate rainfall has occurred. they were grown, best side facing prime visibility, and thoroughly watered to eliminate any air pockets. 5. PLANTS. All plant material to be installed shall have been grown in similar light and rain�age conditions to those proposed on site. Backflow Preventer: As required by code. Control Valves. Rainbird E Series or equivalent. EXISTING GROUND UNDISTURBED EXIS SOIL FA 15 _j 2" SPECIFIED MULCHING (SEE NOTES) 2" SAUCER AROUND SHRUB -WELL PERIMETER � �tdY (�:NARVi3E� i, i 5rtC1E`�. cpfrlFICAT1UhS, GR GESKGN VS vJtT'rlGt)f THE �;Gt�SENi Or "C4l RENT TF!', liTREI SOD 5 SOD tom% r,i`�' �i�Gr�11i��EiNl P ' r VS � �rL�IR�I.� FOR r I�I�(tr����eF 12 F j 'V`f? ( tJjflClr.` BLOG.I Y 1 r� BLACK POLYURETHANE HOSE SINGLE STRAND 12 GUAGE WIRE PLASTIC WARNING FLAG (TYP.) 2'X2 "X3V WOODEN STAKE INTO UNDISTURBED SOIL .AND,(3'0 1)L PLAN APPFJ()- Vf_-) �k NOTE 13Y.• All LANDSCAPING TO BE PROCEC I D FROM VEHICULAR OR PEDESTRIAN TR;VFIC BY MINIMUM SIX INCH RICH CURBING AND WHEEL ST(A PRUNE CANOPY AS DIRECTED 2" SPECIFIED MULCHING (SEE NOTES) 3'-4' EARTH SAUCER AT PERIMETER Of PLANTING WELL r•EXISTING GROUND egg=# 13 REQUIRED) sL._ LOPE - : I III III =1 I I =1 11 =111 =11 I -I 11 =1 I I I I I I i �� 1� -1 I ►= —I 11 =1 I' —III —II1- - III =111 III_ �,, I —I — III — I' 11111 I = III =III- REMOVE BURLAP _ -- — =I 11 =I I I =I 117 1I ( =III= FROM TOP 1/3 Of I I =1 11 BALL WRAPPING III 1 II I I (III I II i I- - PEEL BACK UPPER U DISTURBED EXISTING _ — — _ _ _ — 1/3 OF BALL WRAPPING N 1 — �111 —Ill— III — Ill - 111 - 111 - 111 -111— SOIL 1(I -fl I =I I t =1 I =1 I'I =I'I i=I 1 =1 Ih UNCOMPACTED PLANTING — III — III —III —I 1 I— III — III —i I I— —I 11 =1 11 =1 11 =1 11 =1 11 =1 I I.. -1 11 =1 I I SOIL Mix UNCOMPACTED PLANTING SOIL MIX TO BE PLACED THROUGHOUT — III —I T i— III =I T I =1 I I =I I 1 =1 T THE ENTIRE SECTION OF EACH PLANTER AREA TO A DEPTH UNCOMPACTED PLANTING SOIL MIX TO BE PLACED THROUGHOUT CONSISTENT WITH THE ROOT DEVELOPMENT OF THE PLANT MATERIAL. THE ENTIRE SECTION OF EACH PLANTER AREA TO A DEPTH PLANTING SOIL MIX BY VOLUMN SHALL BE COMPRISED OF EQUAL CONSISTENT WITH THE ROOT DEVELOPMENT Of THE PLANT MATERIAL, PARTS OF TOPSOIL,PEAT MOSS (or COMPOST), and NATIVE SOIL FORM PLANTING SOIL MIX BY VOLUMN SHALL BE COMPRISED OF EQUAL THE SITE, PARTS OF TOPSOIL,PEAT MOSS (or COMPOST), and NATIVE SOIL FORM THE SITE. SHRUB PLANTING DETAIL TREE PLANTING DETAIL NO SCALE -- - NO SCALE d- 0 °o w J 0 LL ce- w Cl- w 1- C!> O O N U Z rri U w U CC Cn w U O Cn Cn a w 3 0 0 U Q � v s v co_ C L PAV�I'I'I1 LCA o� �wQ � W 9 SOD tom% r,i`�' �i�Gr�11i��EiNl P ' r VS � �rL�IR�I.� FOR r I�I�(tr����eF 12 F j 'V`f? ( tJjflClr.` BLOG.I Y 1 r� BLACK POLYURETHANE HOSE SINGLE STRAND 12 GUAGE WIRE PLASTIC WARNING FLAG (TYP.) 2'X2 "X3V WOODEN STAKE INTO UNDISTURBED SOIL .AND,(3'0 1)L PLAN APPFJ()- Vf_-) �k NOTE 13Y.• All LANDSCAPING TO BE PROCEC I D FROM VEHICULAR OR PEDESTRIAN TR;VFIC BY MINIMUM SIX INCH RICH CURBING AND WHEEL ST(A PRUNE CANOPY AS DIRECTED 2" SPECIFIED MULCHING (SEE NOTES) 3'-4' EARTH SAUCER AT PERIMETER Of PLANTING WELL r•EXISTING GROUND egg=# 13 REQUIRED) sL._ LOPE - : I III III =1 I I =1 11 =111 =11 I -I 11 =1 I I I I I I i �� 1� -1 I ►= —I 11 =1 I' —III —II1- - III =111 III_ �,, I —I — III — I' 11111 I = III =III- REMOVE BURLAP _ -- — =I 11 =I I I =I 117 1I ( =III= FROM TOP 1/3 Of I I =1 11 BALL WRAPPING III 1 II I I (III I II i I- - PEEL BACK UPPER U DISTURBED EXISTING _ — — _ _ _ — 1/3 OF BALL WRAPPING N 1 — �111 —Ill— III — Ill - 111 - 111 - 111 -111— SOIL 1(I -fl I =I I t =1 I =1 I'I =I'I i=I 1 =1 Ih UNCOMPACTED PLANTING — III — III —III —I 1 I— III — III —i I I— —I 11 =1 11 =1 11 =1 11 =1 11 =1 I I.. -1 11 =1 I I SOIL Mix UNCOMPACTED PLANTING SOIL MIX TO BE PLACED THROUGHOUT — III —I T i— III =I T I =1 I I =I I 1 =1 T THE ENTIRE SECTION OF EACH PLANTER AREA TO A DEPTH UNCOMPACTED PLANTING SOIL MIX TO BE PLACED THROUGHOUT CONSISTENT WITH THE ROOT DEVELOPMENT OF THE PLANT MATERIAL. THE ENTIRE SECTION OF EACH PLANTER AREA TO A DEPTH PLANTING SOIL MIX BY VOLUMN SHALL BE COMPRISED OF EQUAL CONSISTENT WITH THE ROOT DEVELOPMENT Of THE PLANT MATERIAL, PARTS OF TOPSOIL,PEAT MOSS (or COMPOST), and NATIVE SOIL FORM PLANTING SOIL MIX BY VOLUMN SHALL BE COMPRISED OF EQUAL THE SITE, PARTS OF TOPSOIL,PEAT MOSS (or COMPOST), and NATIVE SOIL FORM THE SITE. SHRUB PLANTING DETAIL TREE PLANTING DETAIL NO SCALE -- - NO SCALE d- 0 °o w J 0 LL ce- w Cl- w 1- C!> O O N U Z rri U w U CC Cn w U O Cn Cn a w 3 0 0 U Q � v s v co_ C L Z® o� �wQ � W C ) UF_ mc> Wv 0.Q'H 0 a� o � U [E_ 11 FE-11 IF] FEIFE 11 • ,L U) L V) a (L w w n z UJ z LU Z N X w a w Z z IL aa- > W >• u~ z z Q S2 UJ W W n o De o De W Z W��Zm r 0 0 O s 0 0 on C T F11 [a [M 0 Fill Z SRF W 8.JAN.01 [E_ 11 [1-11 [ 3 F1 711 C 11 .:3 _10 .f_1 C v bu t;C3 > Q rn� U Ln 4 LL U [(:I [E-11 FE-11 ZZ O�-233 _J 0 W S -02 OI AUT MATCOIAI Ce"UCnIll C MARK BOTANICAL NAME COMMON NAME SPECIFICATION SIZE QUANITY I" 10 -19 gpm Class 160 PVC 1 1/4" 19 -28 gpm Class ILO PVC RNZ RHODODENDRON NOVA ZEMBIA AZALEA FLORIDA 41 36' O.C. 3 GAL. II CV CODIAEUM VARIEGATUM CROTON FLORIDA FANCY 30' O.C. I GAL. 102 VS VIBURNUM SUSPENSUM VIBURNUM FLORIDA 41 30O.C. 3 GAL, 61 LI LA ERSTROEMIA INDIA CRAPE MYRTLE FLORIDA 41 B t B 15 GAL. 23 IX IXORA COCCINEA IXORA or FLAME of the WOODS FLORIDA 41 18' O.C. I GAL. 9 PS PENNISETUM SETACEUM FOUNTAIN GRASS (PURPLE) FLORIDA 41 18' O.C. 3 GAL. Il BM BUXUS MICROPHYLLA BOXWOOD FLORIDA 11 B it B 3 GAL. I VO VIBURNUM ODORATISSIMUM SWEET VIBURNUM FLORIDA 41 34' O.C. 3 GAL, 156 A W 1 WN co (n U') -5 PB PHILODENDRON BIPINNATIFIDUM SELLOUM FLORIDA al 24' O.C. 3 GAL. 1 LM LIRIOPE MUSCARI AZTEC GRASS FLORIDA 41 30' O.C. I GAL. LO SN STRELITZIA NICOLAI WHITE BIRD 'OF PARADISE' FLORIDA 41 B t B 3 GAL. 8 TI TRACHELOSPERMUM JASMINOIDES STAR JASMINE FLORIDA 41 18' O.C. I GAL, 18 LJ LIGUSTRUM JAPONICUM JAPANESE PRIVET DGUSTRUM GREEN) (HOWARDII ) FLORIDA 41 24' O.C. 3 GAL. 215 HR HIBISCUS ROSA- SINENSIS CHINESE or HAWAIIAN HIBISCUS FLORIDA 41 24' O.C. 3 GAL, 28 RB RUELLIA BRITTONIANA MEXICAN PETUNIA FLORIDA 41 24' O.C. 3 GAL. 31 RI RHAPHIOLEPIS INDICA INDIAN HAWTHORNE FLORIDA 11 24' O.C. 3 GAL. 25 TD TRIPSACUM DACTYLOIDES FAKAHATCHEE GRASS FLORIDA 41 36' O.C. 3 GAL, 29 SA SCHEFFLERA ACTINOPHYLLA BRASSAIA (SCHEFFLERA DWARF) FLORIDA 41 30' O.C. 3 GAL, 11 PM PODOCARPUS MACROPHYLLA PODOCARPUS OR BUDDHIST PINE FLORIDA 41 34' O.C. 3 GAL. 19 DM DRACAENA MARGINATA MADAGASCAR DRAGON TREE (DRACAENA) FLORIDA 41 3 GAL, 3 FJ FATSIA JAPONICA JAPANESE ARALIA FLORIDA 4I 24' O.C. 3 GAL, 15 LC LANTANA CAMARA LANTANA (YELLOW LANTANA) FLORIDA 41 24' O.C. I GAL, 1 JH JUNIPERUS HORIZONTALIS SHORE or CREEPING JUNIPER FLORIDA 41 18' O.C. I GAL. 101 TS TRADESCANTIA SPATHACIA OYSTER PLANT FLORIDA 41 18' O.C. I GAL. 24 AD AECHMEA DISTICHANTHA BRAZILIAN VASE PLAN (BROMELIAD) FLORIDA 41 3L' O.C. 3 GAL, 1 MG MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA FLORIDA 41 B t B 15 GAL. 2 WB WODYETIA BIFURCATA FOXTAIL PALM FLORIDA 41 B t B 15 GAL. ca 2 AR ARECASTRUM ROMANZOFFIANUM QUEEN PALM FLORIDA 41 B t B 15 GAL. 25 BIN BISMARCKIA NOBILIS BISMARK PALM FLORIDA 41 B t B 15 GAL, 0 Z W 06-233 I WF WASHINGTONIA FILIFERA WASHINGTON PALM FLORIDA 41 B t B 15 GAL. 8 PR PHOENIX ROEBELENII PYGMY DATE PALM ( ROEBELENII PALM) FLORIDA 41 B t B IS GAL. 18 SOD: ST. AUGUSTINE "FLORITAN' I as � 15 GAL. B t B, FLORIDA 91 PROVIDE PERMANENT IRRIGATION SYSTEM PROVIDING COMPLETE WATER COVERAGE FOR ALL REQUIRED AND OTHER LANDSCAPE MATERIALS, THE SYSTEM SHALL BE FULLY FUNCTIONAL AND MAINTAINED TO PRESERVE THE LANDSCAPING MATERIAL IN HEALTHY AND GROWING CONDITION. SOURCE FOR IRRIGATION WATER SUPPLY TO BE DETERMINED. SYSTEM SHALL BE PROVIDED W/ RAIN SENSOR AND SHUT OFF DEVICE. EXISTING SOD TO REMAIN GENERAL NOTES I. CONFORMANCE. Implemenation of this drawing shall conform to the highest standards or the trade and to all prevailing ordinances and codes. 2. IRRIGATION, Execution shall be accomplished by the installation of a 100% overlap coverage, underground irrigation system to the Standards and Specifications of the Florida Irrigation Society. The contractor shall submit a schematic shop drawing showing all heads, coverages, sleeves, pipe, valves, controllers and water source for the review and approval of the owner and Architect prior to commencement of the work. 3. SAFETY. Due care and prevention shall be provided to prevent damages and in jur to persons, service utilities, structures, etc, on or about the site during the course of work. 4. VERIFICATION. Quantity estimates, soil properties and pH, climate factors, existing conditions an proposed improvements shall be verified consistent with this drawing pursuant to implementation and with necessary recommendations forwarded. 5. OWNER'S INTEREST. The contractor shall not perform any work that to his knowledge, or in his opinion, is contrary to the interests of the owner. G. CLEAN -UP. At the completion of the work, all debris and waste material shall be c eaned up and removed from the site. 1. GUARANTEES, All furnished plant material shall be guaranteed for a period of one (1) year after issuance of the Certificate of Occupancy, by the governing authority. 8. TECHNIQUES. The contractor shall implement such techniques as warranted by soil and cilimate ac ors consistent with good practices of the trades relevant to wind loads, drainage, encroachment, etc. 9. ROUGH GRADES. The contractor shall furnish as rough grades to +/- 0.1 ft. of fixed control elevations, free of debris, construction waste and weeds. LANDSCAPING NOTES I. GRADE. All furnished plant material shall be Grade 41, per "Grades and Standards or Nurs ery Stock ", parts I t II, Florida Department of Agriculture. 2. SOD. St. Augustine, shall be certified true to variety, two gears old, sand grown, laid staggered in rows, rolled and fertilized. Pensacola Bahia sod shall be installed in all detention areas. 3. MULCH. Grade "A" cypress mulch shall be laid to a depth of 3 in. in all planting beds and around all free - standing trees. 4. PLANTING. All plant material shall be installed plumb, and at the same grade at which they were grown, best side facing prime visibility, and thoroughly watered to eliminate any air pockets. S. PLANTS. All plant material to be installed shall have been grown in similar light and rainage conditions to those proposed on site. DREW STREET (STATE ROAD a n Plan North - -- - -- I INCH = 20.0 FT. 6. TREES. Trees shall be planted in water retention dish 4 inches in depth and equal to the root ball and mulched, Trees shall be properly guyed and staked and warranted for one year after planting. 1. SOIL. All planting soil shall be composed of 1/3 top soil, 1/3 peat moss and 1/3 native material. PH to be in the 'ollowing range: 1.1 to .G or as required by the specified plant material. 8. MAINTENANCE. All maintenance shall be the responsibility of the contractor until ninty days after date of acceptance. 9. FERTILIZATION. All furnished ph-nts, trees, and sod shall be topdressed fertilized with a 4 -6 -d 100% organic fertilizer applied at the rate recommended by the manufacturer. IRRIGATION SYSTEMS GENERAL: GENERAL CONDITIONS: Provisions of "General Conditions/ Notes apply, All materials and workmanship shall conform to the Standards and Specifications prescribed under the Florida Irrigation Society's current manual. Permits and Fees: Obtain all permits and pay required fees to any governmental agency having jurisdiction over the woek. Inspections required bg local ordinances during the course of construction shall be arranged as required. Plans: As given or as "shop drawings" prepared by the contractor. 100% overlap coverage required. Schematic in nature sub j,, ct to head, pipe and valve location adjustment by the contractor consistent with existing and proposed site conditions and design coverage. "As- Built" Drawing: Prepare an 'as -built" drawing on reproducible paper. MATERIALS: Quality: All materials throughout the system new and in perfect condition. Plastic Pipe: All underpavement sleeves Schedule 40, Type 1120 -1220 polygvinyl chloride (PVC) pipe and conform to CS- 25L -13. Main and lateral line pipe Class 315 for 1/2', Class 200 for 3/4 and Class 160 P VC for I" and above. Plastic Fittings: Schedule 80, polyvinyl chloride (PVC) standard weight, Risers: Schedule 80 PVC. Above grade risers painted flat black. Main Line Shut -off Valves: Brass, threaded each side, non - rising stem gate valves. Backflow Preventer: As required by code. Control Valves: Rainbird E Series or equivalent. 20' VISION TRIANGLE WORKMANSHIP: Layout: Layout work as accurately as possible to the plan and details. Adjustments; Make necessaryy minor adjustments at no additional cost to maximize coverage and minimize waste. Maintain 100` overlap coverage. Changes:" Any major revisions to the irrigation system must be submitted for approval by the architect. Water Source: Metered reclaimed water tap at North property line. PIPE SIZING SCHEDULE: Apply the following pipe sizes for volume and class given: 1/2" 0 -5 gpm Class 315 PVC 3/4" 5 -10 gpm Class 200 PVC I" 10 -19 gpm Class 160 PVC 1 1/4" 19 -28 gpm Class ILO PVC I I/2' 28 -35 gpm Class ILO PVC 2" 35 -55 gpm Class ILO PVC 2 1/2" 55 -85 gpm Class 160 PVC 3" 85 -120 gpm Class 140 PVC To meet the intent of the City of Clearwater's Land Development Code the irrigation system must meet the following requirements: I. Shallow wells, open surface water bodies, or reclaimed water must be used as a source of irrigation water. The distribution system for irrigation must not be connected to county or municipal water sources unless it can be demonstrated that these sources are not available. 2. Irrigation systems must utilize low volume design such as low trajectory heads or soaker hoses to provide direct application and low evaporation. Systems that overspray areas that do not require irrigation, such as paved areas, will not be acceptable. High irrigation need areas must not overspray low need areas. 3. High water demand landscape areas such as turf must be served by a separate irrigaition zone than low water need areas, such as planter beds, or mulched areas with trees. In no case shall any planted vegetation area be more than 50' from a water supply hose bib. 4. Automatic irrigaiton systems must be operated by an irrigaton controller capable of differentiating between the schedules of high and low water demand areas. Controllers must have multiple cycle start capacity and a flexible calendar program able to be set to comply with local or water management district imposed restrictions. 5. Automatic irrigaiton sgustems must be equipped with a rain sensor device or switch which will override the irrigation cycle of the sprinkler system when adequate rainfall has occurred. 590) EXISTING GROUND UNDISTURBED EXISTING SOIL 2" SPECIFIED MULCHING (SEE NOTES) / 2" SAUCER AROUND FSHRUB-LUELL PERIMETER PEEL BACK UPPER 1/3 OF BALL WRAPPING UNCOMPACTED PLANTING SOIL MIX TO BE PLACED THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF THE PLANT MATERIAL, PLANTING SOIL MIX BY VOLUMN SHALL BE COMPRISED OF EQUAL PARTS OF TOPSOIL,PEAT MOSS (or COMPOST), and NATIVE SOIL FORM THE SITE. SHRUB PLANTING DETAIL _NO SCALE BLACK POLYURETHANE HOSE SINGLE STRAND 12 GUAGE WIRE PLASTIC WARNING FLAG (TYP.) 2'X2 'X3V WOODEN STAKE INTO UNDISTURBED SOIL (3 REQUIRED) ,, REMOVE BURLAP FROM TOP 1/3 OF BALL WRAPPING UNDISTURBED EXISTING a W W V � > O W 0 ZN p,U r' m LU a W W �00 c� WO > ZN (.00 �00 PRUNE CANOPY AS DIRECTED 21 2' SPECIFIED MULCHING (SEE NOTES) 3' -4' EARTH SAUCER AT PERIMETER OF PLANTING WELL EXISTING GROUND SLOPE 11 / SLOPE Z— UNCOMPACTED PLANTING SOIL MIX TO BE PLACED THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF THE PLANT MATERIAL. PLANTING SOIL MIX BY VOLUMN SHALL BE COMPRISED OF EQUAL PARTS OF TOPSOIL,PEAT MOSS (or COMPOST), and NATIVE SOIL FORM THE SITE. TREE PLANTING DETAIL �� - -- NO SCALE co O 0 Q cc J 0 LL w 2 a. w 0 0 N C.) Z C/ Ew- U Q w a U O co a u°3 J O LL F- 0 U ffil m r- co N ca M I0� J Q W CD Q UN < U N m r` 00 N CU CU V l • Woo �CO CO ZOU Enimi R2�® T 1 z 0 W U O j' 1 ado e U O w O U C) H o co r.� . F�+�1 m r` cU FD_1 FE-1111 A W 1 WN co (n U') -5 C W) mJ # UJI w ? �D 0. M 0 r Q co U N Co cn w °C z O °- z o W a a owc o w z U 00 N W O LU N °z _ n 0 0 w oe ad o F- < a ¢ U) r0,. �tV 0 �- W If n j� IFF �u� 0 o U Lan N Imo- p„ m 2 < Z o SR rm UN 0 8.JAN.01 IF] F nn m r` co N cB O Cn C11 W f,• �O _J LN a M U � CO , .o 0-) Z3 cn r m Q U N U E 4 L_ tQ C > rn� > ca UJI L U -; 11-11 IC 11 0 Z W 06-233 0 i w SD-02 N r