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1899 HIGHLAND AVE NS OF APPLICATION FOR LAND CLEARING & GRUBBING PERMIT CITY OF CLEARWATER PLANNING DEPARTMENT (727) 562,4741 DATE RECEIPT NO. 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 1. Location of Pror 2. Project Name: 3. Purpose of clearing and /or grubbing: `New Construction ❑ Demolition '. ❑ Tank Removal ❑ Other 4. General description of existing vegetation, topography, and surface water (including all existing and /or proposed ditches, canals, and swales) 5. Proposed method of debris disposal 6. Date you plan to begin work 7. Proposed method of soil erosion control 8. Q. No Tree Verification Required 0 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. Signature of Owner or Owners Representative Address Printed Name city State ZIP Representatives' Firm b r* y G� t? �Ct p ®� (p Telephone cell Applicant must Aerial Photograph or Scaled Site Plan showing property boundaries and limits of work. This is NOT a Tree Removal Permit. DO NOT WRITE BELOW THIS LINE Based on the above comments and information submitted, the above clearing & grubbing application is: ❑ Approved As Submitted KApproved - Modified As Noted Above ❑ Denied Signed: City Manager or esignee Date: 1362-0002 -GC 10.06 3 N IN C/ CITY OF CLEARWATER - PLANNING & DEVELOPMENT SERVICES =qo� TREE REMOVAL PERMIT NAME OF OWNER �����' `'.� . SITE ADDRESS i % V " n " ,)p PHONE °72- 7 lei , � i .! ; .. OWNER'S ADDRESS 'Ller, I LOCATION OF TREE(S) ON LOTS SPECIES AND NUMBER OF TREE(S) 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. REASON FOR REMOVAL; •See "A" below • Hazardous • Declining • Dead z O • Other (Specify) Fee Rec'd. $_ Date A) CONSTRUCTION 1. For new construction, additions or other modifications of a property which involve the removal of a protected tree(s), a site plan is required. This site plan must have a minimum scale of 1 " =20' for single family lots, or 1 " =50' for all others. The site plan must include: a. Major Changes of Grade f. Proposed Number of Parking Spaces j. All Protected Trees Including: I b. Structure Locations g. Proposed Underground Utilities (i.) Diameter of 4.5' above grade (DBH) C, Driveways and Walks h. Zoning Setbacks (ii.) Surveyed Location d. Parking Arrangement i. All easements and Rights -of -Way . (iii.) Species e. Required Number of Parking Spaces (iv.) Diseased or Insect Infested Trees k. Tree Barricade Detail & Locations C/�( 2. Protective barriers are required around all trees remaining on site during construction. These barricades must remain intact during construction. The barriers must meet City Specifications. B�. REPLACEMENTS D 1. Tree replacement minimum standards: l0' overall height, 2.5" caliper, Florida Grade #1. See inspectors note below to determine the number of replacement trees required. Replacements required within 30 days. I hereby certify that as property owner or as representative of the property owner, I have verified that the tree(s) sought y to be removed is wholly on property owned by the above - Identified property owner, and should it be determined that O the tree(s) are located wholly or partially on property owned by some other person, then, I agree to hold the City of ^' Clearwater harmless in any claim made for wrongful removal of such tree(s). I hereby certify that this application together with lans s bmitted is a true representation of all facts concerning the proposed removal of the tree(s). Any deviation fro t I e issued shall render it null and void and be considered a violation of the Community Development Code. Signat a of owner a plic Pri ten d Name �xvpwi LC cc he fl, Address A enc Representing OCL # City State Zip Phone /raft Fax DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manager or his Designated Agent In ector's Qom ments: zbQ 17, Applicable Code Section;_ 3 Based on the Inspector's comments and information submitted, the above removal application is: 0 Approved as Submitted Approved- Modified as Noted Above 0 Denied Signed: Date: 9 [Z] 10-7 Community evelopme t 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 Phone: 727 - 686 -1682 Email: dalew96rtampabay.rr.com Certified Arboris't 0 December 21, 2006 Rick Albee City of Clearwater After examining the plans for new construction at 1861 N. Highland Avenue and examining the trees affected by the proposed construction activities, I have prepared the following Tree Preservation Plan for your review. Each tree has been located on the Tree Survey and assigned a number, which is referenced in this Plan: TREE PRESERVATION PLAN Trees 56, 57, 58, and 59: Prior to removal of asphalt, sidewalk may be removed using machinery, with extreme caution used to avoid any contact with tree trunks or roots. After sidewalk is removed, all asphalt to be removed within the drip spans of these trees shall be removed using hand tools only, with great care taken to not damage roots. Immediately upon removal of asphalt, soil within drip spans shall be aerated with two - inch diameter holes drilled one -foot deep and spaced on approximately two -foot centers and filled with pea gravel. Four inches of cypress mulch shall be placed in a 12 -foot diameter circle around each tree, or as close to that area as terrain grade permits. Barricade trees as shown on Barricade Detail on Tree Survey to 2/3 drip span and as close as possible to proposed asphalt line. , �f Crowns of trees shall be elevated to a height of ten -feet minimum over proposed parking is areas, eight -feet minimum over proposed landscape areas; lower crowns shall be pruned to ANSI A -300 standards. Jc Trees 60, 61 and'62: Prune roots 16" deep along a line running parallel to and six inches to the North of proposed new asphalt using equipment designed for that purpose. Line to be pruned extends from Western drip edge of Tree 60 to Eastern drip edge of Tree 62, approximately 135 IR Elevate crowns to a height of ten feet minimum over proposed parking area and eight feet minimum over landscaped areas. Prune lower crowns to ANSI A -300 standards. Barricade trees as shown on Barricade Detail on Tree Survey, 2/3 of drip span to as close as possible to proposed new asphalt.. Trees 13, 14, 15; 16, 17,18, 19, 20, 21, 22, 23, 24, 34, 35, 36, 37, 38, 39: Elevate crowns to minimum of ten feet; prune lower crowns to ANSI A -300 standards. Note: No materials, supplies, dirt or sand may be stored within drip spans of any trees on property. Dale Williams, Certified Arborist v vA" I' M a U 1 AN .V W ZL L7 VA11t111 1 A11 aT &711 L' A R jt=10. uuv VW AL C OLU L Uuu"12I L& J3 kW, auuuuu Lj; rM &UJUNAauu6 YA WIMA Ly lines and distances between the tank(s) and buiidingststructures/exposures. Identify all buildings on the plan. Plans must b} aubatted in accordance with Bureau of LP Gas Inspection guidelines, NAME" OF FACILITY: foqoftx&�uc LICENSE ND. 4 ADDRESS OF FACILITY: W N W;sh ` « •'— ;� ��i n w 337$y,. STORAGE CAPACITY OF NEW TANK(S):_ AV& TOTAL STORAGE CAPACITY: 4 BULB PLANT DISPENSING UNIT _� CYLINDER EXCHANGE UNIT: GENERAL SITE PLAN A R i V L DETERMIlVE NORTH i I a �(t6WN�ry 4-6 sa —� 0 F GO �0T FEB 2 5 2009 DE1 F- L0Pk ?f f0l a "PINKIES CITY OF CLEfi9 ATER vc '.1 y U t �o' Ar 6a i t'ww�S' U NEAREST CROSS STREET OR INTERSECTION: i SITE LOCATED BETWEEN WHAT TWO STREETS: 2,41 C 01010A BP S�J ;vr I ' �D 1801 N HIGHLAND AVE BCP2009 -02391 INSTALL ABOVE GROUND TANK _ HIGHLAND FOOD MART Zoning: C atlas# 261A Name of installer. - 00 AoAog!, License Number. Address: W0.5 -PfAau Phone No This site is to be constructed ed.in, acco ca bb, NF PA No. 58, and other appropriate regulations. I understand faci'IityltanTf, may not be put into operation until final inspection and approval by a Bureau of Liquefied P of Gas Inspection r_ epresentative. Signature: w --727 03 k7l Date: RETURN FOR APPROVAL TO: Bureau of LP Gas, 3125 Conner Blvd., Ste N, Tallahassee, Fl. 32399 -1650 ���� � �� ��i . - -I-, r r''r 1 •t � AM ...Ceti �~---------- .°�| _---_- 7"11 1 wY-� � ; - �� �,� ' (�'." /.�_ c� y .yr .� � "�1`4 �.+ . - � _ � �� _� Y ` � 1t � � � `s � r tt ,� �• � i � .. , ` ` ?: � .�. Y N ). �' ��.e • � ±�.�, � i i �` rt r.# pr • ..- � �� _ _ .(` �� � r � � - T[ _• � _ _ � - �� - EXISTING TRIFFIC CONTROL LIGHT . CLOSE EXISTING DRIVEWAYS SUNSET POINT RD QA UJI Caress area (within PEDESTRIAN CROSS ' 50' PARTIAL R/W WALKS,TYPICAL, F -1 INLET GRATE 51 CsW LL1 Lot width. 0 2OIX 20, XIST, TREES 0 0 VISION CONE\ T VISION C )NE\ 0 REMAIN, TYP— SToi� STOP Lot d — -------- __RZA_ 11� � 1) 1 STO ALL ST COUNTY eve __r1_ -I _Z __ 2,500 P�S.F� 9, During placing, grout shall be consolidated TO flexible cab!,., vibrator, First C' Lo C) C> CONCRETE MASONRY WALL CONSTRUCTION grout pour shall be stopped a minimum of I - 1/2' below tle top of the to CD CD C> (D JLd Materials, construction and ualitg control of masorir� shall be in accordance Uniform Building C1 (USG), Chapter 4. General conditions and I C) < with construction re urements shall be applied as specified in UBC, Section 2404 (it), C-O" LONG the same materials as long as theg during grouted masonry work. PRE—CAST �--CONCRETE fill 0 U_ PAVING PAINT TRAFFIC cc �D �D q- Z Z I-D IN Z: LU QA UJI Caress area (within PEDESTRIAN CROSS ' 50' PARTIAL R/W WALKS,TYPICAL, F -1 INLET GRATE 51 CsW LL1 Lot width. 0 2OIX 20, XIST, TREES 0 0 VISION CONE\ T VISION C )NE\ 0 REMAIN, TYP— SToi� STOP Lot d — -------- __RZA_ 11� � 1) 1 STO ALL ST COUNTY eve construction of and architectural style of those used in the construction of __r1_ -I _Z __ 2,500 P�S.F� 9, During placing, grout shall be consolidated TO flexible cab!,., vibrator, First I NO SCALE and architectural style of the principal CONCRETE MASONRY WALL CONSTRUCTION grout pour shall be stopped a minimum of I - 1/2' below tle top of the to CD CD C> (D building, (Section 3-802 Materials) Materials, construction and ualitg control of masorir� shall be in accordance Uniform Building C1 (USG), Chapter 4. General conditions and I C) < with construction re urements shall be applied as specified in UBC, Section 2404 (it), C-O" LONG the same materials as long as theg during grouted masonry work. PRE—CAST �--CONCRETE are made or approved opaque material, C> MM PAVING PAINT TRAFFIC 1) FOOTINGS °` �D �D q- Z Z I-D IN WHITE, TYP, U 0 0) Z 15 w &� rebar imbedded. CID v5 2. If a slab docel does not line -up with a vertical core, it shall not be sloped I:D E- Monolithic, min. C thickness wl more than one horizontal in six verticals (1:0. E� imbedded CxC'l I0xlO welded wire 0 fabric (W.W.F.), 300 P.S.I. 3. Horizontal wall reinforcement shall be standard truss tgpe DUR-0-111ALL (or 4.) CONCRETE FILLED CELLS equivalent) at 16' O.C. F1 1, With 1- 45 vertical rebar tied to 4, Hollow, Load-bearing Concrete Masonrg Units shall be normal weight 1,900 P.S.I. � � � W, m LL tooter steel at each corner and every 0 �-4 111=111P1111=111 JEHIII PJJJJE1I JPJ III _REt 41 5.) GATES 5� Mortar shall be tgpe M or 5, in accordance with ASTK C-210, Place all mzff � N I (2) 1/2"0 GAUL. STL. Constructed of min. 1-1/2" diameter Mauxirg in running bond with 3/8' mortar joints. Provide complete coverage RODS, 1'—C' LONG, galvanized tubular steel w/privacg type face shell mortar bedding, horizontal and vertical. —2—PER BUMPER. BUMPER DETAIL slats inserted in galvanized steel mesh Fabric, him e-mounted on min. 3" L Coarse pa shall conform to ASTH C-416, with a maximum a gregate uze of 3/8', 8 to 10' dump, and a rimmuri compresvve strength of E00 P�51 at 111. - oil diameter glKanized steel post. (Gates 28 dags� PAINTED W/ 4' STRIPES; COLOR. WHITE, TYPICAL and post constructed and installed per appitcable building code bq licensed EN fence contractor). DUMPSTF-M FENCLOSURE construction of and architectural style of those used in the construction of __r1_ -I _Z __ 2,500 P�S.F� 9, During placing, grout shall be consolidated TO flexible cab!,., vibrator, First I NO SCALE and architectural style of the principal CONCRETE MASONRY WALL CONSTRUCTION grout pour shall be stopped a minimum of I - 1/2' below tle top of the I building, (Section 3-802 Materials) Materials, construction and ualitg control of masorir� shall be in accordance Uniform Building C1 (USG), Chapter 4. General conditions and b.) Existing:nraximum 6'-0" high replacement materials can be made or with construction re urements shall be applied as specified in UBC, Section 2404 (it), C-O" LONG the same materials as long as theg during grouted masonry work. PRE—CAST �--CONCRETE are made or approved opaque material, L All reinforcing steel shall be deformed bars conforming to ASTM A45, PAVING PAINT TRAFFIC 1) FOOTINGS °` Grade LO, Vertical reinforcement shall be placed in the center or the WHITE, TYP, 4 8"xi6 concrete w/2- 5 continuous masonrg cell, and shall be held in position at the top and bottom. rebar imbedded. 3.) CONCRETE SLAB 2. If a slab docel does not line -up with a vertical core, it shall not be sloped Monolithic, min. C thickness wl more than one horizontal in six verticals (1:0. "n imbedded CxC'l I0xlO welded wire if "V fabric (W.W.F.), 300 P.S.I. 3. Horizontal wall reinforcement shall be standard truss tgpe DUR-0-111ALL (or 4.) CONCRETE FILLED CELLS equivalent) at 16' O.C. F1 1, With 1- 45 vertical rebar tied to 4, Hollow, Load-bearing Concrete Masonrg Units shall be normal weight 1,900 P.S.I. � � � W, m tooter steel at each corner and every conforming to ASTH C-90, with a minimum compressive strength of 111=111P1111=111 JEHIII PJJJJE1I JPJ III _REt 41 5.) GATES 5� Mortar shall be tgpe M or 5, in accordance with ASTK C-210, Place all mzff � N I (2) 1/2"0 GAUL. STL. Constructed of min. 1-1/2" diameter Mauxirg in running bond with 3/8' mortar joints. Provide complete coverage RODS, 1'—C' LONG, galvanized tubular steel w/privacg type face shell mortar bedding, horizontal and vertical. —2—PER BUMPER. BUMPER DETAIL slats inserted in galvanized steel mesh Fabric, him e-mounted on min. 3" L Coarse pa shall conform to ASTH C-416, with a maximum a gregate uze of 3/8', 8 to 10' dump, and a rimmuri compresvve strength of E00 P�51 at 111. - NOTE: ALL PARKING SPACES ARE TO BE NO SCALE diameter glKanized steel post. (Gates 28 dags� PAINTED W/ 4' STRIPES; COLOR. WHITE, TYPICAL and post constructed and installed per appitcable building code bq licensed fence contractor). DUMPSTF-M FENCLOSURE is ' 2. All new utilities are to be installed underground. CKIP-TO-BA BLVD, 3. All Mechanical equipment shall be screened from R.O.W. and from adjacent properties. CLEARWATE� > -4. All meters and exposed conduite shall be painted to match adjacent structure. %r 'i L_/ I ca LU III 4 CID I W SUNSET POINT -R:)D. N NPARKING BUMPERS, SEE UJ DETAIL THIS SHEET I I �� > � I "I Q II R PARKING BY I' series "c° letters DISABLED Black border ( letters PERMIT White background U- U- lm U- ONLY U- W >- U- U- i U- 0 > U- 00 11 r— ro CC < $ 255 FINE F. S. 31814 • FTP 55-250 U) 0 U) LF) DISABLED PARKING SIGN DETAIL W SUNSET POINT -R:)D. N NPARKING BUMPERS, SEE UJ DETAIL THIS SHEET I I �� > � I "I Q II R 9 111 N -/y of),- CART — L U- U- U- lm U- U- W U- W >- U- U- i U- > U- U- ti • 9 111 N -/y of),- CART — L 101-01 C-oh[10' 1001-01 101-01 U- U- U- lm U- U- W U- W >- U- U- i U- > U- U- U) 0 U) LF) CID Ln In ; (n Ln LC7ADfNG U rn < AUTO STEREO LU _' MI ICY FL IU LIQUOR STORE R - U COLUMN /TYPICAL) Ln BUMBER TO BUMPER < 6 C <3 U �u Z In FL AK INSIDE V) QJ .1 0 0 AUTO PARTS STORE LALEUCA TREE o La- LUSTER 1U z SIR /8' < K 4941 c 0 V) E 0 q) E j N " 03 0 > U -v W U W III AN A Q) D� iL 'LU QJ U5 5: 4� X Lu U7 z CL U 03 V < Ej Q LIJ 0) < K" Q3 FL 0 In W In /XO/ UU 4� 2 41� U lu — < III, < < Q3 q) 10F 0 q3 it U11 - Ez ID -S cn T) < ar l0'- )1251-101f/- . W" �n DOLLAR GENERAL r wo Ui 1-- 0 =3 70' -0 -0 -0 Q) (Z> - ' cr Lf T "I W/o QJ -X3 10.21 -0 -0 q) -6 q) U) q) -'0 W ac I Z4- EXIST, TREES 10 Z' M GRATE HAIR UNLIMITED %J -0 Q) -0 -0 Q3 < > > > TO BE REMOVED INLET 101-01 C-oh[10' 1001-01 101-01 it FiM7 1 OWN Iff"16 11,41 will be permitted separteig. 2. All new utilities are to be installed underground. 3. All Mechanical equipment shall be screened from R.O.W. and from adjacent properties. 4. All meters and exposed conduite shall be painted to match adjacent structure. I K IN LOCATION MAP North NO SCALE a < SRt- U- U- U- lm U- U- W U- W >- U- U- i U- > U- U- U) 0 U) LF) CID Ln In ; (n Ln LC7ADfNG U rn < AUTO STEREO LU _' MI ICY FL IU LIQUOR STORE R - U COLUMN /TYPICAL) Ln BUMBER TO BUMPER < 6 C <3 U �u Z In FL AK INSIDE V) QJ .1 0 0 AUTO PARTS STORE LALEUCA TREE o it FiM7 1 OWN Iff"16 11,41 will be permitted separteig. 2. All new utilities are to be installed underground. 3. All Mechanical equipment shall be screened from R.O.W. and from adjacent properties. 4. All meters and exposed conduite shall be painted to match adjacent structure. I K IN LOCATION MAP North NO SCALE a < SRt- U- U- U- lm U- U- W U- W >- U- U- i U- > U- U- U) 0 U) LF) CID Ln In ; (n Ln LC7ADfNG U rn < AUTO STEREO LU _' ICY FL IU LIQUOR STORE R - U COLUMN /TYPICAL) Ln BUMBER TO BUMPER < 6 C <3 U �u Z In FL AK INSIDE V) QJ .1 0 0 AUTO PARTS STORE LALEUCA TREE o La- LUSTER 1U z SIR /8' < K 4941 c 0 V) E 0 q) E j N " 03 0 > U -v W U W III AN A Q) D� iL 'LU QJ U5 5: 4� X Lu U7 z CL U 03 V < Ej Q LIJ 0) < K" Q3 FL 0 In W In /XO/ UU 4� 2 41� U lu — < III, < < Q3 q) 10F 0 q3 it U11 - Ez ID -S cn T) < ar l0'- )1251-101f/- . W" �n DOLLAR GENERAL r wo Ui 1-- 0 =3 70' -0 -0 -0 Q) (Z> - ' cr Lf T "I W/o QJ -X3 -0 -0 q) -6 q) U) q) -'0 W ac I Z4- EXIST, TREES 10 Z' M GRATE %J -0 Q) -0 -0 Q3 < > > > TO BE REMOVED INLET < < I < < W 41 0 CMO 6 CHINA ONE (Z) C) I. ENCLOSURE 9' HIGH SOL D W U > CD fn —r: vv VINTL 5rCXMG tn 0 A < J��CKSON HEUjiTT,"i ASPHALT RIVE/ r--: Q) C" PARKII G CONC U) PAWN SHOP it FiM7 1 OWN Iff"16 11,41 will be permitted separteig. 2. All new utilities are to be installed underground. 3. All Mechanical equipment shall be screened from R.O.W. and from adjacent properties. 4. All meters and exposed conduite shall be painted to match adjacent structure. I K IN LOCATION MAP North NO SCALE a < SRt- DREAM NAILS c 410, — NEIU 12 EXTEND CON C. CURBS TO EXISTING FLUME 10.01 LC7ADfNG < AUTO STEREO LU ICY FL 0,4' CONCRETE LIQUOR STORE COLUMN /TYPICAL) R TE I < 6 C FL AK INSIDE 0 LALEUCA TREE LUSTER SIR /8' 4941 N U III AN A it FiM7 1 OWN Iff"16 11,41 will be permitted separteig. 2. All new utilities are to be installed underground. 3. All Mechanical equipment shall be screened from R.O.W. and from adjacent properties. 4. All meters and exposed conduite shall be painted to match adjacent structure. I K IN LOCATION MAP North NO SCALE a < SRt- t L 40'INGRESS/EGRESS EASEMENT (EXISTING) •,--SAMPLING POINT IS MAD z :I 31.25 (E) 9/10 SANITARY MANHOLE #T RIM EL. = 37.15 INV. W/Hijz P. F.H.k` - - - - - - - SUNSET POINT ROAD EXIST. PVC FORCEMAIN 111N SANITARY MANHOLE #5 50' PARTIAL R/ SANITARY MANHOLE #4 — INV. EL. 29.23 (W) — SANITARY — — — — — — — MANHOLE #6 PUBLIC RIGHT OF AY INV = 36.25 INV. EL. 29.48 (W) INV. EL. 29.13 (S) RIM EL = 36.71 EP INV. EL. = 28.92 (W) INV. EL. = 28.82 (S) 5' I- _TPP7P7 rAKJn0V f1r7 L 40'INGRESS/EGRESS EASEMENT (EXISTING) •,--SAMPLING POINT IS MAD z :I 31.25 (E) 9/10 SANITARY MANHOLE #T RIM EL. = 37.15 INV. W/Hijz P. F.H.k` - - - - - - - E== C== =3- ii 6, 44— __o �A I ROP. NE F PVC K F Du e,-, - IN V "I ? - r Z F ROP. Z LF :)F PVC S.S. q PROP. FIRE DEPrJ 4 45% }` PROP, 3/4" PVC CONECTION WATER LINE OFD 8" PVC S.S. ZPROP. X-1 0 45% 46 LE OF 8" PVC S.S. 0, 0.45% .---PROP. 40 LF OF PROPOSED 4" PVC FORCEMAI NI 0 6" PVC S.S. 1 % MIN INSTALL 6"X5" WfE L 40'INGRESS/EGRESS EASEMENT (EXISTING) •,--SAMPLING POINT IS MAD z :I 31.25 (E) 9/10 SANITARY MANHOLE #T RIM EL. = 37.15 INV. EXIST. TREES TO BE REMOVED 4 & I ii EXIST. TREES TO BE REMOVED 4 & I I I 2" SPECIFIED HUL HING (SEE NOTES) C1 SHRUB PLANTING DETAIL NO SCALE 0 -OAK TREE 0 -MELALEUCA TREE _PALK THE -WILLOW TREE ME= �,4ND F F. F V 2. SOD. St. Augustine, shall be certified true to variety, two ars old, sand grown, laid staggered in rows, rolled and fertilized. Pensacola Bahia sod shall be installed in all detention areas. CD C� 0'5' 20' 40' GENERAL NOTES 3. MULCH. Grade "A" pine bark chips mulch shall be laid to a depth of 2 in. in all planting beds and around all free-standing trees. 1. CONFORMANCE, Implemenation of this drawing shall conform to the highest T_ ordinances and codes. 5_etrade and to all 4. PLANTING. All plant material shall be installed plumb, and at the same grade at which 0 co stand`arZ—s_3 prevailing they were grown, best side Facing prime visibility, and thoroughly watered to eliminate any 2. IRRIGATION. Execution shall be accomplished by the installation or a 100% overlap air pockets. 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, 5• -PLANTS. All plant material to be installed shall have been grown in similar light and U_ coverages, sleeves, pipe, valves, controllers and water source for the review and approval drainage conditions to those proposed on site. of the owner and Architect prior to commencement of the work. TREES. Trees shall be planted in water retention dish 6 inches in depth and equal to the 3. SAFETY. Due care and prevention shall be provided to prevent damages and Injurq to root ball and mulc ,ed, Trees shall be properly guyed and staked and warranted for one year persons, service utilities, structures, etc. on or about the site during the course or worl, after planting. 4. VERIFICATION. Quantity estimates, soil properties and pH, climate factors, existing 1. SOIL. All planting soil shall be composed of 1/3 to soil, 1/3 peat moss and 1/3 native material. PH to be in the following range: to to 1.6 or as required by the specified conditions and proposed improvements shall be verified consistent with this drawing plant material. Cn pursuant to implementation and with necessary recommendations forwarded. 5. OWNER'S INTEREST. The contractor shall not perform any work that to his 8. MAINTE NANO E.. All maintenance shall be the responsibility or the contractor until know Fe7g—e,—or—i—n-Tis—opinion, is contrary to the interests of the owner. nintg days after date of acceptance. CLEAN-UP. At the completion of the work, all debris and waste material shall be 9. FERTILIZATION. All Furnished plants, trees, and sod shall be to dressed Fertilized with tg LU d c Fe—an-e- —up and removed from the site. a 6-6-6 100% organic fertilizer applied at the rate recommended the manufacturer. I. GUARANTEES. All furnished lant material shall be guaranteed for a period of one (1) IRRIGATION SYSTEMS year after issuance of the Certificate of Occupancy, by the governing authority. 8. TECHNIQUES. The contractor shall implement such techniques as warranted bg soil GENERAL CON DITIONS: Provisions or 'General Conditions/ Notes apply. All materials and a_n_U_"c �imate�act`ors consistent with good practices of the trades relevant to wind loads, workmansl shall conform to the Standards and Specifications prescribed under the Florida drainage, encroachment, etc. Irrigation ocietg's current manual. Permits and Fees: Obtain all permits and pay required fees to any governmental agency having 9. ROUGH GRADES. The contractor shall furnish as rough grades to +/- 0.1 ft. or fixed jurisdiction over the woek. Inspections required by local ordinances during the course of control elevatio ,ree of debris, construction waste and weeds. construction shall be arranged as required. LANDSCAPING NOTES 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 by the 1. GRADE. All furnished plant material shall be Grade 41, per "Grades and Standards contractor consistent with existing and proposed site conditions and design coverage. for Nursery Stock", parts I t 11, Florida Department of Agriculture. "As-Built" Drawinq: Prepare an "as-built" drawing on reproducible paper. 2. SOD. St. Augustine, shall be certified true to variety, two ars old, sand grown, laid staggered in rows, rolled and fertilized. Pensacola Bahia sod shall be installed in all detention areas. FAK INSIDE ,'ELALEUCA TREE MUSTER T VS 1§111 WE WON ME roil SD-02.2 X W CD C� 0 co UJ o i U_ Cd 13 See Sheet SD—U2 Z UJ LU CRI Cn 4 Z Z —WZ MATCH LINE cza LU FAK INSIDE ,'ELALEUCA TREE MUSTER T VS 1§111 WE WON ME roil SD-02.2 X W I cat A WAI -. ,* A EXISTING Zoning district: COMMEprC ENERAL required PROPOSED MIN. or MAX. CoMME AL ,IENERAL COMMERCIAL PNPPAI Use: SNOPPING-CE TELe SHOPE CENTER N/A Lot area (s.f, and acres) Gross area (within property lines): 11819 S F = 51 At 118 755 S F-= 81 Ac 10,000S 3 Ac Lot width: L14' 414' 100' MIN. Lot depth: 411' 411, N/A Building (s.f. and % of gross acts }: i9.2° 2 s_F =203% )?41 &E,= = 211% 151502 s f (40 MAX) _coverage Floor Area Ratio (FAR) 0.21 0.22 0.55 (MAX) Setbacks (also include dimensions on site plan drawing) Front (Highland Ave.): (Y 25' 25' MIN. Front (Sunset Point Road): 0' 15' 25' MiN Between structures: N!A_ N/A N/A Rear: 15' -4" 15' -�• 20' MIN- Heicht: 25' +/- 30' 25 53 MAX - Landsca ed areas: 36 610 s f = 1% 65,E =11 % N/A Pavement Areas: 254.012 s.L:m 61.1% 214,116 S.F.= 56.5% N/A Sidewalk Areas: 8.180 s.f.= 2.3% 11.670 S.F.= _1% N/A Interior Landscaped Areas. 6;459 s.f.= 31% 20.399 S = 9.91% 21,343 BE= = 10% (MIN) Impervious Surface Ratio (IS R) 3428054 S F. =0.903 X3159 S.F.= 0.526 359 511 s.f.= 0.95 (MAX) Parking 3 4099 4.11 /1000 S.F_ tjK]l 4 O0 T°P- -2a —Q4 REV.: 2004 PER FL DESIGN STANDARDS ENGLISH UNITS c7 ° construction requirements shall be applied as specified in USC, Section 2404 (If), 5 LOCK WMLL 6 W 0 L PIPE FILLED w/ CONCRETE; 45" HiGH, T F- 0 CONC. SLAB, 3000 psi; U1/ WIAxWI.4 WIRE MESH t FiBER o-- MESH; STEEL FLOAT FIN. FILLED CELL: 1 -45 CONTI. FROM Iii FTG TO TIE BEAM. I2' -O" 12' -O" (� the same materials as long as theg during grouted masonrg work. SLUING GATE, TYP. PRE -CAST are made of approved opaque material. <-- CONCRETE 2`} FOOTINGS 1. All reinforcing steel shall be defamed bars conforong to ASTM A -615, 6 f6 PAINT TRAFFIC 5 "x168 concrete w/- 45 continuous Grade 60. Vertical reinforcement shall be placed in the center of the t1 rt p { WHiTE, TYP. rebar imbedded.. masonrg cell, and shall be held in position at the top and bottom. :,,..:.. PIN CROP HOLE, ! I�i�Ia', I ,! TYPICAL A s ` ! ` more than one horizontal in six verticals (1:9). e . s imbedded VxCl IOx10 welded wire • r FLAN t i Fabric (W W.F.), 300 P.S.I. 3. Horizontal call reinforcement shall be standard truss tgpe DUR-O -(BALL (a SCALE: 114'.11-0. 5 CONT. IN equivalent) at ib" O.C. 1 BII _III _I1= II I I I 1= 11I_IIf=1 IIII Till— IIiI_IiII_IIII 1111 = 11111111 —IIII 1111 =1111 IIiI�IBII III °IIII = IIII =1111 =IIII° IIII= IiII �Illf— IIII— IfII= IIIhIIIhI K,O. BLOCK With 1- #5 vertical rebar tied to footer steel at each corner and everg 4. Hdlow Load - bearing Concrete Masonrg units shall be normal weigght conforming to ASTM C -90, with a onsi m compressive strength of 1,900 P.S1. CEit. PLASTER iN. FLOAT FIN. at INTERIOR---4 -���I= 111 =1if1 =IIII -= IIII —I = 1111 ='���_ ..r � a STL PIPE FILLED w/ VI-00 CONCRETE; 45" HIGH, TYPICAL 6" CONC, SLAB, 3000 psi; W/ 6 .CONC. SLAB UN.4xWIA WIRE MESH t FIBER Alai 1 I 1 ° 9 w i r NO AL replacement materials can be made of construction requirements shall be applied as specified in USC, Section 2404 (If), 6' -0" LONG the same materials as long as theg during grouted masonrg work. PRE -CAST are made of approved opaque material. <-- CONCRETE 2`} FOOTINGS 1. All reinforcing steel shall be defamed bars conforong to ASTM A -615, PAVING PAINT TRAFFIC 5 "x168 concrete w/- 45 continuous Grade 60. Vertical reinforcement shall be placed in the center of the _ . .:. WHiTE, TYP. rebar imbedded.. masonrg cell, and shall be held in position at the top and bottom. :,,..:.. 3.) CONCRETE SLAB 2. If a slab docel does not line -up ath a vertical core, it shag not be doped I�i�Ia', I Monolithic, min. 6" thickness w/ more than one horizontal in six verticals (1:9). e . imbedded VxCl IOx10 welded wire • r t i Fabric (W W.F.), 300 P.S.I. 3. Horizontal call reinforcement shall be standard truss tgpe DUR-O -(BALL (a =III =1 =11 =I 4.) CONCRETE FILLED CELLS equivalent) at ib" O.C. 1 BII _III _I1= II I I I 1= 11I_IIf=1 IIII Till— IIiI_IiII_IIII 1111 = 11111111 —IIII 1111 =1111 IIiI�IBII III °IIII = IIII =1111 =IIII° IIII= IiII �Illf— IIII— IfII= IIIhIIIhI With 1- #5 vertical rebar tied to footer steel at each corner and everg 4. Hdlow Load - bearing Concrete Masonrg units shall be normal weigght conforming to ASTM C -90, with a onsi m compressive strength of 1,900 P.S1. —I IIII= IIII =IIII= IIII= IIII= IIfI= IIII�IIN =IIII= IIII = IIiI= IIII =IIII III =1111= IIII =IIII =IIII= IIII = 1111= IIII = IIII -IIEI= 1111..= 111E =1 = IIf1- E111= 11_f1= 11_11 = 11_11 =11fl =fill fl_I1= 1E_I1 =IIi! 4' O.C. -���I= 111 =1if1 =IIII -= IIII —I = 1111 ='���_ H EXISTING TRIFFIC CONTROL LIGHT P o r SUNSET POINT -RD. —PEDESTRIAN CROSS - " IN= DEVELOPMENT NEIGHBORHOOD CITY OF CLEAR R iA 5 t d 4 M LOCATION I /P ti A NO SCALE • • r • ..r � a LOCATION I /P ti A NO SCALE • ua 5 D y y #* • ua 5 D X 4 MINIMUM 019MEMM Ln SUNSET POINT RD. 50' PARTIAL R/W Bar per o" LU 7-M ALL TREFT . , - , OT�jrf"AT ru v -, ALL TO ON P170TICIED FRGM ��WCU[A,? TRAFFIC BY A f,,11NW UP V sl NCH I P4,011 cuavG Ro wHLEL Sict,3 [ 1� M## INTERIOR ISLAND "All 101-ON 9 0 I I I e INTERIOR ISLAND "C" 101-01 mw 1011 INTERIOR ISLAND "E" 92 D '2 —v w a: to Z: uj LU co co Is U� C4 LANDSCAPt' TREMMENT MEWED W FOR INI'l-RIO R ISIANDS to w Min 530% cow-�,,raga with Ii ving mcife E NT ALL TREFT . , - , OT�jrf"AT ru v -, ALL TO ON P170TICIED FRGM ��WCU[A,? TRAFFIC BY A f,,11NW UP V sl NCH I P4,011 cuavG Ro wHLEL Sict,3 [ 1� M## INTERIOR ISLAND "All 101-ON 9 0 I I I e INTERIOR ISLAND "C" 101-01 mw 1011 INTERIOR ISLAND "E" 92 D '2 —v w a: to X 4 MINIMUM 1392HEM PLANT MATERIAL SCHEDULE BOTANICAL NAME I TAXODIUM DISTICHUM LAGERSTROEMIA INDiCA Qw JUNIPERUS CONFERTA m — m See In -:p N, iSd milli 50' PARTIAL R/W 11 h, i • SPECIFICATION FLORIDA 91, 13 ( 13 SIZE 3'Ck/I0'0.A, HT,/ VDIA, 130TTLEBRUSH FLORIDA 41, B t B 3'CA!/6'0,A, HT./ 8'DIA. BALD CYPRESS FLORIDA #1, B t B 3'CAI/10'0,A, HT./ 4-S'DIA VARIGATED JASMINE FLORIDA 91, 18" O.C. I GAL. INDIAN HAWTHORNE FLORIDA 41, 36" O.C. 3 GALA8' HEIGHT C R �00�``' FLORIDA FANCY , 30- O.C. 3 GAL/18' HEIGHT VIBURNUM FLORIDA 41, 36`0.C, 3 GAL/18' HEIGHT it FLORIDA 41, B i B 3" CAL /6' O.A. HT/8' DIA, CABBAGE PALM FLORIDA 41, B I B 10' to 12' CLR, TRUNK IXORA OR FLAME OF THE 8 GODS FLORIDA 41, 24' O.C. 8 PERIMETER PLANTING 3 GAL/18' HEIGHT FLORIDA 91, 20m O.C. 9 INTERIOR PLANTING 3 GAL,/18' HEIGHT VI M FLORIDA 41, 24" O.C. 3 GAL/18' HEIGHT SHORE JUNIPER (VERIGATED) FLORIDA 41, 24" O.C. I GAL. RHODODENDRON FLORIDA 41, 24' O.C. 0 PERIMETER PLANTING 3 GAL/18' HEIGHT mamma 3 GAL/18' HEIGHT PITTOSPORUM T0131RA FLORIDA 41, 24" O.C. 0 PERIMETER PLANTING 3 GAL./18' HEIGHT FLORIDA 41, 20" O,C, D INTERIOR PLANTING 3 GAL./18' HEIGHT SPECIFICATION FLORIDA 91, 13 ( 13 SIZE 3'Ck/I0'0.A, HT,/ VDIA, 130TTLEBRUSH FLORIDA 41, B t B 3'CA!/6'0,A, HT./ 8'DIA. BALD CYPRESS FLORIDA #1, B t B 3'CAI/10'0,A, HT./ 4-S'DIA VARIGATED JASMINE FLORIDA 91, 18" O.C. I GAL. INDIAN HAWTHORNE FLORIDA 41, 36" O.C. 3 GALA8' HEIGHT C R �00�``' FLORIDA FANCY , 30- O.C. 3 GAL/18' HEIGHT VIBURNUM FLORIDA 41, 36`0.C, 3 GAL/18' HEIGHT CRAPE MYRTLE FLORIDA 41, B i B 3" CAL /6' O.A. HT/8' DIA, CABBAGE PALM FLORIDA 41, B I B 10' to 12' CLR, TRUNK IXORA OR FLAME OF THE 8 GODS FLORIDA 41, 24' O.C. 8 PERIMETER PLANTING 3 GAL/18' HEIGHT FLORIDA 91, 20m O.C. 9 INTERIOR PLANTING 3 GAL,/18' HEIGHT VI M FLORIDA 41, 24" O.C. 3 GAL/18' HEIGHT SHORE JUNIPER (VERIGATED) FLORIDA 41, 24" O.C. I GAL. RHODODENDRON FLORIDA 41, 24' O.C. 0 PERIMETER PLANTING 3 GAL/18' HEIGHT FLORIDA 91, 20" O.C. 8 INTERIOR PLANTING 3 GAL/18' HEIGHT PITTOSPORUM T0131RA FLORIDA 41, 24" O.C. 0 PERIMETER PLANTING 3 GAL./18' HEIGHT FLORIDA 41, 20" O,C, D INTERIOR PLANTING 3 GAL./18' HEIGHT • 352 19 21 HE m Pi I PFITZER JUNIPER I J. CHINENSIS "PFITZERANA" I FLORIDA 41, 48" O.C. I I GAL. 1 141 Ell 9 0 a INTERIOR ISLAND "All 101-01 milmmimuffiln; 9 sm III ml 11 6 11 1 (3 1 31T] [ a [ a I I sm —201 HMO W CI required 30'0R EXISTING PROPOSED MK or MAX, Zoning —district: .---.--------CQMERM LSE RERAL—COMERCk— GENERAL ------CMRCW—G FERAL_ Use: INTERIOR INTERIOR LANDSCAPED I, _U Lot area (s.f. and acres) Gross area (wit kin ro ert4 lines) Q_2a_A:_ Lot widths 100' MIN. Lot depth: Buildina scgoyt�erf. _and-% of ross ite): 19 -2 Floor Area Ratio (FAK___0_2_I________D_22_ 0.55 IMAY) Setbacks (also Include dimensions on site plan drawing) 11ont--- — ----------------------------- Franc (Sunset Road): Between structures: N / —A N Z —A DREAM NAILS Eli 12'X35° < TO Irl MAX. Landscaped —areas. CLU R Pavement Areas; Sidewalk Areas: A < Interior Landscaped Are4s�- _ M,_ U.= 10% (MIN) InMvious Surface Ratio -4 ISR) - 'a Pir�inn 'ki;4 408 W ra CI J01 �0 30'0R \110'I 801-01 L I INTERIOR INTERIOR LANDSCAPED I, _U RE AREAS, TYPICAL DREAM NAILS Eli 12'X35° < CLU R < NG ZONE 'a 33'-0 1/-' 1� 0, �0' 18,-0, jd 01 30y 01-0 CAR �1 RETIR" P-0 100 -0. EX IST. GAR Lij 801-01 01-01 801-01 101-01 LIJ ul < z AUTO STEREO DOOR TO EOGE or EXISTING 1611111 a_;3 REMAIN PAVEMENT, TO REMA STO M 1 OR N LIQUOR STORE 0.6' CONCRETE COLUMN CART RETURN (TYPICAL) < T + 7 .2EXIST TRANS. NC EXIST. 4' CONC. EXIST. TRANS. WALK TO REMAIN T, REMAIN TO REMAIN v WILL u T 101-01 1101-0[ 101-01 7,0,01-0 1014 12'-0 2'j' Uj 0 0 181 5> U.1 0 Z< I I I I 1 17-71 1 1 1 1 1 F­ o Ul Rou I ra ea J01 �0 30'0R \110'I 801-01 L I INTERIOR INTERIOR LANDSCAPED I, _U RE AREAS, TYPICAL CLU R < 'a 33'-0 1/-' 1� 0, �0' 18,-0, jd 01 30y 01-0 CAR �1 RETIR" P-0 100 -0. 801-01 01-01 801-01 101-01 LIJ ul < 1111111 1611111 a_;3 ea 24 10, LOCATION NAFD �ort h O. N' 2 X 4 MINIMUM 100 0 INTERIOR ISLAND "A" U-04 9 mto 9 INTERIOR ISLAND "Cff U-09 INTERIOR ISLAND "D" f m ME INTERIOR ISLAND "Eff 101-04 INTERIOR ISLAND F 0 mtt F1110000 0 0 -201 2 ul to uj ggg I c> LL- ce- 4 [3 [3 z 13 % C4 cn w z V2 0 z 13 o I_U u) F- < d & w t: Lu W- < < E3 tn w I-- < C) �, E- 0 P�4 -c LL C:) r4 1j) < ui LL CL BEE Q 0 (gL- mamula 100 0 INTERIOR ISLAND "A" U-04 9 mto 9 INTERIOR ISLAND "Cff U-09 INTERIOR ISLAND "D" f m ME INTERIOR ISLAND "Eff 101-04 INTERIOR ISLAND F 0 mtt F1110000 0 0 -201 2 I 0 40 80 SCALE AS SHOWN WE 'vt jn E- - ------ - (5 V 4 0 0 c kl m 0 c NOW a p'l FIRE LINE FIRE LINE jammulamir (n ---- 0 1� � _Uu r 11 — I-lKt UNt 6 L. 8' RE Lit E mp-wi V400 A � E 7 Ln OF-tv TA R r KrIq - ------ - ----- FlOSED-1 RR-IGATIC AINIH, 777 C14 j4-33 "ZI, (n - --- CONNECTION --lNtLUbN�---- JVV W 15, PIC CL 0 c 0 PROVIDED DY THE CITY OF PROPOS CONTRACTOR MAY OPEN CUT ROAD AND 15'x25' 2- LANE- UNDIVIDED -CLEARWATER) -AND- FLOW- ---UTILITY SEMEN-T ---jo- co MILL AND RE URFACE THE ROADWAY A SENSOR. SEE IRRIGATION (SEE SERVICE .00, -Z� -- — MINIMUM-- OF O'--IN-EA-CH-DIRECTION -OF-- ASPHZ ROADWAY 01- THE CUT OR S ANOTHER OPTION MY => 4; --fr i I DI AM(Z rnD f*AC*TAII (Z 17A TVICTAII N I r I R. RIM ELEVATION INVERT DATA E s� 30.85 (E)- 8- PVC 0 0.40% SS-1 36.45 31.60 (N)- 8" CLAY (EXISTING) CD < 30.85 (S)- 8- CLAY (EXISTING) cq CD cr < cp 32.36 (N) - 8- PVC 0 0.40% .0 39.99 32.65 (S) - 8" PVC 0 3.68% 0 32.36 (W) - 8- PVC 0 0.40% SS-3 39.78 3312 (NE) 6" PVC 0 0.407. C) 33.10 (E) 6- PVC 0 2.71% M 33.02 (S) 8- PVC 0 0.42% SS-4 39.74 34.31 (E) - 6" PVC @ 1.00% (o cr- 34.21 (N) - 8- PVC @ 3.68% -c cD 33.38 (E) - 6" PVC @ 1.007. SS-5 39.80 33.38 (N) - 8- PVC 0 0.41% 06 33.28 (SW) - 8- PVC @ - — o . w Iq w 0 v I LLJ < 1> E 0 E c 0 c .0 0 0 -c C 0 0 40 80 SCALE AS SHOWN WE 'vt jn E- - ------ - (5 V 4 0 0 c kl m 0 c NOW a p'l FIRE LINE FIRE LINE jammulamir (n ---- 0 1� � _Uu r 11 — I-lKt UNt 6 L. 8' RE Lit E mp-wi V400 A � E 7 Ln OF-tv TA R r KrIq - ------ - ----- FlOSED-1 RR-IGATIC AINIH, 777 C14 j4-33 "ZI, (n - --- CONNECTION --lNtLUbN�---- JVV W 15, PIC CL 0 c 0 PROVIDED DY THE CITY OF PROPOS CONTRACTOR MAY OPEN CUT ROAD AND 15'x25' 2- LANE- UNDIVIDED -CLEARWATER) -AND- FLOW- ---UTILITY SEMEN-T ---jo- co MILL AND RE URFACE THE ROADWAY A SENSOR. SEE IRRIGATION (SEE SERVICE .00, -Z� -- — MINIMUM-- OF O'--IN-EA-CH-DIRECTION -OF-- ASPHZ ROADWAY 01- THE CUT OR S ANOTHER OPTION MY => 4; --fr i I DI AM(Z rnD f*AC*TAII (Z 17A TVICTAII N I r I R. CN RIM ELEVATION INVERT DATA 0 0 m T- 30.85 (E)- 8- PVC 0 0.40% SS-1 36.45 31.60 (N)- 8" CLAY (EXISTING) CD < 30.85 (S)- 8- CLAY (EXISTING) cq CD cr < cp 32.36 (N) - 8- PVC 0 0.40% SS-2 39.99 32.65 (S) - 8" PVC 0 3.68% 32.36 (W) - 8- PVC 0 0.40% SS-3 39.78 3312 (NE) 6" PVC 0 0.407. C) 33.10 (E) 6- PVC 0 2.71% M 33.02 (S) 8- PVC 0 0.42% SS-4 39.74 34.31 (E) - 6" PVC @ 1.00% (o cr- 34.21 (N) - 8- PVC @ 3.68% cD 33.38 (E) - 6" PVC @ 1.007. SS-5 39.80 33.38 (N) - 8- PVC 0 0.41% 06 33.28 (SW) - 8- PVC @ - — CN cr cl� 0 0 m T- DATE 12/27/07 0 Of PROJECT NO. CD < 01 cq CD cr < cp w LL- U-6 co c) Z C) w M Lu (D (o cr- cD (D 06 o . w Z w < LLJ > < 1> CN cr u m C) 0 m T- DATE 12/27/07 00 0 iD PROJECT NO. CD z 047253651 cq CD cr < cp SHEET NUMBER E: ob L) < U-6 co I « \4 \. 2 X 4 MINIMUM — m See I M-1-10m I fR I 1 HE PLANT MATERIAL SCHEDULE MARK BOTANICAL NAME COMMON NAME SPECIFICATION SIZE QUANITY QV QUERCUS VIRGINIAN LIVE OAK FLORIDA 41, B B YCAL/10'O.A. HT./ IO'DIA. 20 CR CALLISTEMON RIGIDUS— BOTTLEBRUSH FLORIDA ftl, B B YCALA'O.A. HT,/ 8' DIA. 11 TD TAXODIUM DISTICHUM BALD CYPRESS FLORIDA Ul, B I B 3" C AL/10'O.A. HT,/ 4-S'DIA. 0 vi VARAGETED JASMINE MINHA VARIGATED JASMINE FLORIDA 41, 18" O.C. I GAL. 415 RIA RAPHIOLEPIS INDICA ALFA INDIAN HAWTHORN FLORIDA 41, 3C O.C. 3 GAL./18" HEIGHT CV CODIAEUM VARIEGATUM CROTON FLORIDA FANCY , 30" O.C, 3 GAL./18" HEIGHT 142 VS VIBURNUM SUSPENSUM VIBURNUM FLORIDA 41, 3CO.C- 3 GAL./18" HEIGHT 186 LI LAGERSTROEMIA INDICA CRAPE MYRTLE FLORIDA 41, B t B 3" CAL/6' O.A. HT,/8' DIA. 19 SP SABLE PALMETTO CABBAGE PALM FLORIDA 41, B t B 10' to 12' CLR, TRUNK 21 IX IXORA COCCINEA IXORA OR FLAME OF THE WOODS FLORIDA 41, 24' O.C. PERIMETER PLANTING 3 GAL./18" HEIGHT 66 FLORIDA 41, 20' O.C. a INTERIOR PLANTING 3 GAL,/18" HEIGHT SV SANDANKWA VIBRUNUM VIBURNUM FLORIDA 41, 24" O.C. 3 GAL./18" HEIGHT 322 JC JUNIPERUS CONE TA SHORE JUNIPER (VERIGATED) FLORIDA 41, 24" O.C. I GAL. 452 RHO AZALEA RHODODENDRON FLORIDA al, 24' O.C. PERIMETER PLANTING 3 GAL./18" HEIGHT 104 FLORIDA 91, 20' O.C. INTERIOR PLANTING 3 GAL./18" HEIGHT PT PITTOSPORUM PITTOSPORUM TOBIRA FLORIDA 41,24' O.C. a PERIMETER PLANTING 3 GAL./18" HEIGHT 60 FLORIDA 91, 20" O.C. INTERIOR PLANTING 3 GAL./18" HEIGHT pi PFITZER JUNIPER J. CHINENSIS "PFITZERA-NA" FLORIDA 41, 18" O.C. I GAL. 141 3 GAL./18" HEIGHT 0 EXISTING TREES T O R EMAIN SEE PLAN FOR TYPE AND SIZE LIVE OAK ( QUERCUS VIRGINIANA) 3" DIA. at BREAST HEIGHT, FLA. 41 015' 20' 40, Xl�■►� ,�PFITZER JUNIPER (J. CHINENSIS "PFITZERANA") FLORIDA FANCY VIARIGATED TRINETTE, (ABORICOLA CULTIVARS) FLORIDA FANCY N m ml 9 101-01 INTERIOR ISLAND tic" unammallowldlano a 271 ''L rL!' A Fil 0 0 F01 [a I N� 0 -201 2 O SD-02.1 w ceB I LU SD— 02,1 t__ Cn INE —PALM TREE —WILLOW TREE 2•• a SHRUB PLANTING DETAIL NO SCALE 2"X2"X34" WOODEN STAKEINTO � UNDISTURBED SOIL LO PE (3 REQUIRED) REMOVE 13URLA FROM P BALL WRAPPING �_, il I PRUNE CANOPY AS DIRECTED — ­­ '­ , ­= . - ____ -"-" -_ ' F__ ' coverage, underground irrigation system to the Standards and Specifications of the Florida LO C) C) C) Irrigation Society. The contractor shall submit a schematic shop drawing showing all heads, S. PLANTS. All plant material to be installed shall have been grown in similar light and LU cc LU SD— 02,1 t__ Cn INE —PALM TREE —WILLOW TREE 2•• a SHRUB PLANTING DETAIL NO SCALE 2"X2"X34" WOODEN STAKEINTO � UNDISTURBED SOIL LO PE (3 REQUIRED) REMOVE 13URLA FROM P BALL WRAPPING �_, il I PRUNE CANOPY AS DIRECTED — ­­ '­ , ­= . - ____ -"-" -_ ' F__ ' 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, S. PLANTS. All plant material to be installed shall have been grown in similar light and coverages, sleeves, pipe, valves, controllers and water source for the review and approval drainage conditions to those proposed on site. 2" SPECIFIED MULCHING of the owner and Architect prior to commencement or the work. 6. TREES. Trees shall be planted in water retention dish 6 inches in depth and equal to the (SEE NOTES) 3. -SAFETY. Due care and prevention shall be provided to prevent damages and inju r to root ball and mulched, after Trees shall be properIg guyed and staked and warranted for one gear r-3"-I" EARTH SAUCER AT persons, service utilities, structures, etc. on or about the site during the course or wort. planting. PERIMETER OF PLANTING WELL • • I I Ifful 111111121 IR 0 -201 2 0- I X -4 MINIMUM. 2 X 4 MINIMUM SUNSET POINT RD. to CD BOTANICAL NAME COMMON NAME SPECIFICATION Ct SIZE QV QUERCUS VIRGINIAN uj FLORIDA 41, B ( B 0"00 A!, (8- C HT./ IO'DIA. F CALLISTEMON RIGIDUS C) FLORIDA 41, B ( B < HT/ VDIA. C313 Lu BALD CYPRESS FLORIDA 41, B t B 13 c4 P4 C\2 U-1 VJ F- 4 z z - FLORIDA 41, 18" O.C. I GAL. 91-! MW OZ z 13 w RIA RAPHIOLEPIS INDICA ALFA LU F- FLORIDA 41,3C O:C. 3 < HEIGHT 04 5 E- d CROTON FLORIDA FANCY 30' O.C: 3 F- HEIGHT VS EE- uj uj 3 0 Q4 t LI LAG ERSTROEMIA INDICA CRAPE MYRTLE FLORIDA 41, B t B 3" CAL/C O.A. HT./8' DIA. r=4 0 tn w F- < u Q 0 FLORIDA 41, B t B 10' to 12° CL R. TRUNK < V) VORA OR FLAME OF THE WOODS w E� 3 GAL./18" HEIGHT u- FLORIDA 41, 20' O,C, INTERIOR PLANTING 3 GAL,/18" HE16HT SV SANDANKWA VIBRUNUM VIBURNUM rL ANN GAL./18" HEIGHT J C JUNIPERUS CONE TA SHORE JUNIPER (VERIGATED) FLORIDA 41, 24" 0,C. I GAL, RHO AZALEA 11-1111-11 FLORIDA 41, 24' O.C. PERIMETER PLANTING F0] 11-11 HEIGHT F0] W, 0" C. j,, f,)E1,lG4N OF 1K 0000--13:11 LANDSCAf=E F:ILA- N PLANT MATERIAL SCHEDULE 0'S' 20' 40' MARK BOTANICAL NAME COMMON NAME SPECIFICATION SIZE QV QUERCUS VIRGINIAN LIVE OAK FLORIDA 41, B ( B 3'CAL/10'0,A. HT./ IO'DIA. CR CALLISTEMON RIGIDUS BOTTLEBRUSH FLORIDA 41, B ( B 3'CAL/VO.A, HT/ VDIA. TD TAXODIUM DISTICHUM BALD CYPRESS FLORIDA 41, B t B 3"CAL/10'0.A, HT./ 44DIA. VJ VARAGETED JASMINE MINMA VARIGATED JASMINE FLORIDA 41, 18" O.C. I GAL. RIA RAPHIOLEPIS INDICA ALFA INDIAN HAWTHORN FLORIDA 41,3C O:C. 3 GAL./18" HEIGHT CV CODIAEUM VARIEGATUM CROTON FLORIDA FANCY 30' O.C: 3 GAL./18" HEIGHT VS VIBURNUM SUSPENSUM VIBURNUM FLORIDA 41, 3CO.C. 3 GAL./18" HEIGHT LI LAG ERSTROEMIA INDICA CRAPE MYRTLE FLORIDA 41, B t B 3" CAL/C O.A. HT./8' DIA. SP SABLE PALMETTO CA AG PALM FLORIDA 41, B t B 10' to 12° CL R. TRUNK IX IXORA COCCINEA VORA OR FLAME OF THE WOODS FLORIDA 41,24' O.C. PERIMETER PLANTING 3 GAL./18" HEIGHT FLORIDA 41, 20' O,C, INTERIOR PLANTING 3 GAL,/18" HE16HT SV SANDANKWA VIBRUNUM VIBURNUM FLORIDA 41, 24" O.C. 3 GAL./18" HEIGHT J C JUNIPERUS CONE TA SHORE JUNIPER (VERIGATED) FLORIDA 41, 24" 0,C. I GAL, RHO AZALEA RHODODENDRON FLORIDA 41, 24' O.C. PERIMETER PLANTING 3 GAL./18" HEIGHT FLORIDA 41, 20' O.C. INTERIOR PLANTING 3 GAL,/18" HEIGHT PT PITTOSPORUM PITTOSPORUM TO IRA FLORIDA 41, 21" O,C, PERIMETER PLANTING 3 GAL./18" HEIGHT FLORIDA 41, 20" O.C, INTERIOR PLANTING 3 GAL./18" HEIGHT pj PFITZER JUNIPER J. 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