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2004, 2010 DREW STE rY OF & DE' A non - refundable filing fee of $10,00 is required. Permit RING & GRUBBING PERMIT I`Ei�tR- E Vii- � MAY 2 3 2002 In accordance with the Community Development Code, I hereby apply for pe property described below. � " 1, Location of Property: Z ° 14 2b1 b "7 (�9 Sr' ,f,-_f R i �CEIPT NO. e of approval, nd clear and /or grub the m 3 3. Purpose of clearing and /or grubbing: XNew 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) o R r.e _ I A 1 5. Proposed method of debris disposal 6. Date you plan to begin work 7. Proposed method of soil erosion control 8. ❑ No -Tree Verification Required ❑ Tree Removal Permit Required I AM AWARE AND UNDERSTAND THE REQUIREMENTS OF SECTION 52.08, CITY CODE OF ORDINANCES REGARDING TREE PROTECTION DURING CONSTRUCTION AND ARTICLE 3, DIVISION 7 OF THE COMMUNITY DEVELOPMENT CODE r—QZGARDING EROSION AND SILTATION CONTROL. -Zsetrill S C-:;,Lj L 'p' 'n,3 Si nature of 0W or rs Rep r sentative Address �wU Printed Name city St at Zip Representatives' Firm ` l eya Telephone Fax Applicant must include 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 Land Resource Comments: _A_tA Z­ -,1LA A Based on the above comments and information submitted, the above clearing & grubbing application is: ❑ Approved As Submitted v4 pproved - Modified As Noted Above ❑ Denied Signed: � - �'�� -��C.T Date: City Manaj er r Designee Brian J. Aungst, Mayor- Commissioner Ed Hart, Vice Mayor- Commissioner Whitney Gray, Commissioner Hoyt Hamilton, Commissioner Bill Jonson, Commissioner 1362- 0002 -GC White - Planning & Development Services Yellow - Applicant 7-01 NO TREE VERIFICATION or .1AWb ` PERMIT REQUIRED VERIFI e CITY OF CLEARWATER MAY 3 200 1H 1.� PLANNING DEPARTMENT .Lw`" (727) 562 -4741 €3EyE 7E- EST gERV10` 1;8 0Et1, T � (Print or Typ OITy OF GLEI�stWr�TEP Owner: E -mail: �E MAY 2 3 2002 �i ) CITY OFrO . fi Phone: Cell Phone: Owner's Representative: �J-o10 C- jGl Phone: 71& • b-7-7`t- E -mail: Cell Phone: 4y, L-000 Address of Applicant; lt)A 61 l 220 City: State: Zip: Address of Proposed construction: ZO©4 / 201 a Clearwater, Florida I hereby certify that the information contained herein is true and accurate and that I am the legal owner of the subject property or have legal authority to execute this form on behalf of the property owner. I am aware that any deviation from the information submitted with this form shall be considered a violation of the Community Development Code. In accordance with Section 4 -1205, Community Development Code, I request a release from the provisions of the tree removal permit section to allow the issuance of a building permit at the above location because one of the following conditions exists: lk PROTECTED TREES EXIST ON THE SITE as defined in Section 8 -102 (non - prohibited species greater than four inches at 4.5 feet above grade), but ARE NOT REQUIRED TO BE REMOVED FOR CONSTRUCTION purposes, thus no tree removal permit is required. I further understand that these TREES MUST BE PROTECTED FROM DAMAGE BOTH BEFORE AND DURING ALL CONSTRUCTION ACTIVITIES ON THIS SITE as provided in Section 3 -1205 of the City code of Ordinances (A site plan is submitted with this request.) 0 NO PROTECTED TREES EXIST ANYWHERE ON THE SITE of the proposed construction as defined in Section 8 -102 (non - prohibited species greater than four inches at 4.5 feet above grade), PRINTED NAME: SIGNED: Whitney Gray, Vice Mayor- Commissioner CLEARWATER Brian J. Aungst, Mayor- Commissioner Hoyt Hamilton, Commissioner Frank Hibbard, Commissioner Bill Jonson, Commissioner 1430- 0022 -GC White - Planning & Development Services Yellow - Applicant 5 -02 m 3 d V w 0 I L E G E N D I �.... �. LOCATION MAP - - - -- RIGHT OF WAY LINE —0 IRON PIPE +--- IRON ROD ---3 CONCRETE MONUMENT $A� z CMD WATER METER tot,l�fl is 4256 EXIST. LIGHT POLE V '. a EXIST. POWER POLE O Z SITE a .026 PROPOSED POWER POLE DREW STREET � 0 CLEVELAND ST. W GATE VALVE W EXIST WATER LINE � EXIST SANITARY LINE � a w —0E— OVERHEAD WIRES TYPE "D" CURBING a� TYPE "F" CURBING o CONCRETE SIDEWALKS tiyh EXISTING TOPOGRAPHY GULF TO BAY PROPOSED ELEVATIONS --�- FLOW DIRECTION • EXIST TREES TO REMOVE 0 EXIST TREES TO REMAIN PROPOSED HEDGES I L E G E N D I �.... �. PROPERTY LINE - - - -- RIGHT OF WAY LINE —0 IRON PIPE +--- IRON ROD ---3 CONCRETE MONUMENT -6 FIRE HYDRANT CMD WATER METER tot,l�fl is 4256 EXIST. LIGHT POLE Qf EXIST. POWER POLE O PHONE BOX .026 PROPOSED POWER POLE QS SANITARY MANHOLE 0 STORM_ MA ® GATE VALVE W EXIST WATER LINE —SS— EXIST SANITARY LINE — G EXIST GAS LINE —0E— OVERHEAD WIRES TYPE "D" CURBING TYPE "F" CURBING o CONCRETE SIDEWALKS tiyh EXISTING TOPOGRAPHY PROPOSED ELEVATIONS --�- FLOW DIRECTION • EXIST TREES TO REMOVE 0 EXIST TREES TO REMAIN PROPOSED HEDGES PROPOSED NEW TREES f -1 / ?" riP£ S -f ASPHALT 8" SYCIL OR L/ME ROCK BASE COMPACTED TO 989 MAX, DENSITY AS DET£RMINCO BY AA500 T -180 SUB BASE COMPACTED TO L.B.R. 40 TYPICAL PAVEMENT SECTION THRU PARKING AREA N.T.S. .CITY'OF:CLE.-A--R.VV!A",TEI-I't.: PLORIDA i Mu LOT 2 LOT 7 INSTALL 1" WATER M Y 8" WATER METER BACKFLOW PREVI I fi 24" TAdL01( �L I� TO HAVE A I� DUNDATION 3 TO NOT BE TED IN THE EASEMENT I I� 14W I$ 10' UTILITIES J EASEMENT -- 110' NEW 6' CONC. SIDEWALK 8Y F00T rvrfrn rvLL TO BE RELOCATED DREW STREET (SR. 590) FUTURE CONCRETE MEiD1AN BY FDOT 100' RI AREA TABULATIONS tiC AREA SO. FT. OKIN�' :ICY Ra+i� 3 �{ � PERMIT rl ONLY.'. w 4'o ASPHALT / VUA tot,l�fl is 4256 .198 he C.Js. 318:0-14- `:!" d bi ... 4w 1,145 LOT 2 LOT 7 INSTALL 1" WATER M Y 8" WATER METER BACKFLOW PREVI I fi 24" TAdL01( �L I� TO HAVE A I� DUNDATION 3 TO NOT BE TED IN THE EASEMENT I I� 14W I$ 10' UTILITIES J EASEMENT -- 110' NEW 6' CONC. SIDEWALK 8Y F00T rvrfrn rvLL TO BE RELOCATED DREW STREET (SR. 590) FUTURE CONCRETE MEiD1AN BY FDOT 100' RI AREA TABULATIONS 0 AREA SO. FT. ACRES PERCENT PROPOSED BUILDINGS 4,000 .093 22.5 ASPHALT / VUA 8,624 .198 47.7 7 CONCRETE AREAS 1,145 .026 6.3 � cn TOTAL GREEN SPACE 4,245 .097 23.5 9� TOTAL SITE AREA 18.082 .415 100 x FLOOR AREA RATIO (FAR) = .22 IMPERVIOUS SURFACE RATIO (ISR) _ .76 INTERIOR LANDSCAPING REQUIRED = 775 SQ. FT. INTERIOR LANDSCAPING PROVIDED = 87 SQ. FT. CONSTRUCT FLARED CONCRETE DRIVEWAY IN ACCORQANCE WITH FOOT INDEX # #515 / I I� Q SIN ^I I �n z INDEX OF SHEETS C -1 SITE PLAN C -2 LANDSCAPING PLAN C -3 DRAINAGE PLAN & UTILITIES SECTION 12, TOWNSHIP 29 S., RANGE 15 E. LEGAL DESCRIPTION LOTS 5 & 6, BLOCK C. SKYCREST TERRACE, AS RECORDED IN PLAT BOOK 339 PAGE 47, ACCORDING TO THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. PROPERTY FOLIO #12129115Z82638/003/0050+0060 ADDRESS SUBWAY SANDWHICH SHOP - 2004 DREW STREET FRITZ BICYCLE SHOP - 2010 DREW STREET OWNER,ZDEVELOPER: EQUITY HOLDINGS GROUP INC. 420 PARK PLACE BLVD,, SUITE 100 CLEARWATER, FLORIDA 33759 ARCHITECT: R.E. GREGG ARCHITECTURE 2,963 GULF TO BAY BLVD. SUITE 220 CLEARWATER, FLORIDA 33759 SURVEYOR: FLORIDA BENCHMARK 1298 LAKEVIEW ROAD CLEARWATER, FLORIDA 33756 PROPERTY ZONING: C (COMMERCIAL) _FLOOD ZONE: SITE IS LOCATED IN FLOOD ZONE "X" FIRM PANEL #125096 -0016D DATED 08/19/91 SETBACKS FRONT = 25' SIDE = 5' BUILDING CONSTRUCTION: MASONRY. & STEEL FRAMING TYPE IV CONST. UNPROTECTED BLDG. HT. =16' _HOURS OF OPERATION SUBWAY HOURS OF OPERATION: MON. - THURS. 10:00 AM - 11:00 PM FRI. - SAT. 10 :00 AM - 12:00 PM SUNDAY. 10:00 AM - 11 :00 PM FRITZ BICYCLE SHOP MON. - FRI. 10 :00 AM - 6 :00 PM SATURDAY 10:00 AM - 6:00 PM SUNDAY 12:00 AM - 6:00 PM PARKING REQUIREMENTS: SUBWAY - 7 SPACES PER 1 000 SQ. FT.= 12.6 SPACES RETAIL - 4 SPACES PER 1,x00 SQ. FT.= 9 SPACES DEFUSE COLLECTION: REFUSE COLLECTION TO BE PROVIDED BY WASTE !MANAGEMENT. FIRE PROTECTION: FIRE PROTECTION TO BE PROVIDED BY THE CITY OF CLEARWATER FIRE & RESCUE A FIRE HYDRANT EXISTS IN N. R -O -W OF S.R. 584 _DRAINAGE INFORMATION: SITE RUNOFF TO SHEET FLOW TO EXISTING CURB & GUTTERS IN DREW & PATRICIA STREETS, THEN INTO THE CITY OF CLEARWATERS STORM DRAIN SYSTEM. A PERMIT EXEMPTION WILL BE OBTAINED FROM SWFWMD _UTILITY INFORMATION: POTABLE WATER & SANITARY SEWER SERVICE TO BE PROVIDED BY CITY OF CLEARWATER UTILITIES. ELECTRIC SERVICE TO BE PROVIDED BY FLORIDA POWER. ENVIROMENTAL IMPACTS: NO UNDERGROUND STORAGE TANKS TO BE INSTALLED NO HAZARDOUS MATERIALS TO BE STORED AT THIS BUSINESS NO IMPACTS TO GROUNDWATER & SURFACE WATER TO OCCUR BEFORE YOU DIO "CALL SUNSHINE" 1- 800 - 432 -4770 D M "En " -- MAY 2 3 2002 DEVELOPMENT SERVICES DEPT CITY OF CLEARWATER 0 10 20 40 t• SCALE: 1 " = 20' NEW CONSTRUCTION BCP2002 -05596 y T 2004 DREW STREET Atlas #2808 SUBWAY 2004 DREW STREET BCP2002 -05596 PLAN a ."'ut 0 l W A W G.+ O � cn W W A � o W � a ."'ut 0 W A W G.+ O � cn W W A � o W � V Z o co n Z Q F n � 0 W � W Z CK V a, ZOOM W w =, VI w cr Oo cl v � � Ld T Q N Q C= Y o O 00 UL .oi ........ ."'ut DRAWN BY: DATE: 05/06/02 SHEET 0 I LANDSCAPING NOTES AND SPECIFICATIONS 1, The LANDSCAPING CONTRACTOR is responsible for verifying project site conditions And all quantities indicated on the plans. 2. Plant materials used in conformance with the provision of this chapter shall conform to the Standards of Florida No. 1 or better as given in "Grades and Standards for Nursery Plants" Part I., 1963, and Port II, State of Florida, Department of Agriculture, Tallahassee, as amended from time to time, or equal thereto, 3, Installation of all landscaping shall be in sound workmanship —like manner according to accepted good planting procedures. 4. Plants shall be sound, healthy and vigorous, well branched and densely folioted when in leaf. They shall be free of disease, insects, eggs, of larvae, and shall have healthy, well developed root systems. They shall be free from physical damage of adverse conditions that would prevent thriving growth. 5. Landscaping Contractor shall bear final responsibility for proper surface drainage of planted areas. Any discrepancy in the drawings, obstruction on the site, or prior work done by another party which the Landscape Contractor feels precluded establishing proper drainage shall be brought to the attention of the General Contractor. 6. All backfill around plant material shall be worked firmly, tamped and watered in, under and around the rootboll to fill all voids. 7. All trees are to be staked unless otherwise directed by the CONTRACTOR, owner or owner's representative, Refer to staking and planting details on the drawings. Existing trees -- LANDSCAPE CONTRACTOR to limb /prune all existing trees, as shown to remain on the plans, as directed by the CONTRACTOR or Owner. 8. The LANDSCAPE CONTRACTOR is responsible for all fine grading preparation for planting. Landscape contractor responsible for berm material and will verify amount necessary when submitting bid. Fill will be suitable, sandy gradation which Is porous and percolates well, to insure proper water run off and drainage. Absolutely no plastic clay soil may be used in any plant areas. All planting beds shall be bermed a minimum of 6" unless otherwise noted, 9. All plants shall be guaranteed by LANDSCAPE CONTRACTOR to be healthy polonts and in flourishing condition of active growth for ninety (90) days from final inspection and acceptance. All trees shall be guaranteed on additional one —year from final inspection and acceptance, IRRIGATION NOTES 1, The Landscape Contractor is responsible for 100% coverage of all planting beds, planters and sodded areas as shown. 2. Owner or General Contractor to supply electric power to the irrigation controller. CIGAR CUT PALM BUD AND FRONDS PALM FROND BOOTS TO REMAIN INTACT TYPICAL PALM TREE PLANTING LOT 2 LOT 3 LOT 4 I I I FIR8" � 5' 24" TALLO I I� I� I� I� r I I� p I� 10' UTILITIES EASEMENT —H 10' NOTE: ' STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES 3" MULCH FORM SAUCER WITH 3' CONTINUOUS RIM SPECIFIED PLANTING MIX WATER & TAMP TO REMOVE AIR POCKETS 2 X BALL DIA 2" DIA. TREATED TIMBER STAKES DRIVEN FIRMLY A MINIMUM OF 18' INTO THE SUBGRADE PRIOR TO BACKFiLLING 2 STRAND 3mm GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6 -9" FROM TOP OF STAKE 2 WIRE SUPPORTS SHALL BE USED ON MAIN STRUCTURAL BRANCHES MULTI - -TRUNK TREE STAKING 11'05' CONC. DUMPSTER PAD W 6' MASONRY ENCLOSURE & LOCKINYGATES. FINISH TO MATCH BLDG. ARCHITECTURE. mo nAw NEW 6' CONC. SIDEWALK BY FDOT POWER POLE' TO BE RELOCATED LOT 7 CONSTRUCT NEvr . _.." , 6' MASONRY WALL VITH LINTEL & PIER FOUNDATION IN VICINITY OF OAK TREE DREW' STREET (SCR. 5 90) FUTURE CONCRETE MEDIAN BY FOOT 100' R/W AREA TABULATIONS EXISTI z SHRUB PLANTING DETAIL in LANDSCAPING NOTES AND SPECIFICATIONS SHRUBS AND HEDGES 1) SHRUBS SHALL BE MINIMUM 3 GALLON CONTAINER CROWN 24 INCHES IN HEIGHT, MEASURED ABOVE ADJACENT PAVEMENT SURFACES REQUIRED TO BE BUFFERED AND /OR SCREENED. 'AND SPACED 18 TO 38 INCHES ON CENTER, AS NOTED ON THE LANDSCAPE PLAN. 2) PLANTS SHALL BE 38 INCHES IN HEIGHT ONE YEAR AFTER PLANTING, AND MAINTAINED AT 72 INCHES. EXCEPT FOR VISIBILITY AT INTERSECTIONS AND WHERE PEDESTRIAN ACCESS IS PROVIDED, 3) HEDGES AS REQUIRED IN BUFFERS SHALL BE PLANTED IN ROWS AND MAINTAINED SO AS TO FORM A CONTINUOUS UNBROKEN VISUAL SCREEN WITHIN ONE YEARS TIME OF INSTALLATION EXCEPT WHERE STREET VISIBILITY IS REQUIRED BY CODE. 25 FEET ALONG THE ABUTTING RIGHT -OF -WAY LINES MEASURED FROM THE POINT OF INTERSECTION. THE THIRD SIDE OF THE TRIANGLE SHALL BE A LINE CONNECTING THE ENDS OF THE OTHER TWO SIDES. SH GROUND COVERS ODE 1) GROUND COVERS SHALL BE INSTALLED IN A MANNER WHICH REPRESENTS A FINISHED APPEARANCE AND COMPLETE COVERAGE. 2) STONE, GRAVEL, OR ARTIFICIAL GROUND COVER SHALL NOT BE UTILIZED IN THE REQUIRED LANDSCAPE AREA. ORGANIC MULCH 1) A 3INCH LAYER OF ORGANIC MULCH SHALL BE PLACED AROUND ALL NEWLY INSTALLED TREES, SHRUBS, AND GROUND COVER PLANTINGS. 2) EACH TREE AND SHRUB SHALL HAVE A RING OF ORGANIC MULCH 24 INCHES BEYOND ITS TRUNK IN ALL DIRECTIONS. 3) CYPRESS MULCH SHALL NOT BE USED. 1) WHERE AN ACCESS WAY INTERSECTS A RIGHT -OF -WAY OR WHEN A PROPERTY ABUTS THE INTERSECTION OF TWO OR MORE RIGHT -OF -WAY, A MINIMUM SAFE SIGHT DISTANCE TRIANGULAR AREA SHALL BE ESTABLISHED WITHIN THIS AREA VEGETATION SHALL BE INSTALLED AND MAINTAINED IN SUCH A WAY AS TO PROVIDE UNOBSTRUCTED VISIBILITY AT A LEVEL BETWEEN 30 INCHES AND 8 FEET ABOVE THE CROWN OF THE ADJACENT ROADWAY. LANOSCAPING SHALL BE LOCATED IN ACCORDANCE WITH THE ROADSIDE RECOVERY AREA PROVISIONS OF THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION MANUAL OF UNIFORM STANDARDS FOR DESIGN CONSTRUCTION AND MAINTENANCE OF STREETS AND HIGHWAYS. 2) WHERE AN ACCESS WAY ENTERS A RIGHT -OF -WAY TWO SAFE DISTANCE TRIANGLES SHALL BE CREATED DIAGONALLY ACROSS FROM EACH OTHER ON BOTH SIDES OF THE ACCESS WAY. TWO SIDES OF THE TRIANGLE SHALL EXTEND 10 FEET EACH WAY FROM rNE POINT OF INTERSECTION FROM THE EDGE OF PAVEMENT AND RIGHT -OF -WAY LINE. THE THIRD SIDE OF THE TRIANGLE SHALL BE A LINE CONNECTING THE ENDS OF T:-IE OTHER TWO SIDES. 3) WHERE A PROPERTY ABUTS THE INTERSECTION OF TWO RIGHT -OF -WAY, TWO SAFE DISTANCE TRIANGLES SHALL BE CREATED. TWO SIDES OF THE TRIANGLE SHALL EXTEND 25 FEET ALONG THE ABUTTING RIGHT -OF -WAY LINES, MEASURED FROM THE POINT OF INTERSECTION THE THIRD SIDE OF THE TRIANGLE SHALL BE A LINE CONNECTING THE ENDS OF THE OTHER TWO SIDES. B) IRRIGATION SYSTEMS 1) THE IRRIGATION SYSTEMS SHALL BE OPERATED BETWEEN THE HOURS OF MIDNIGHT AND 10 A.M. UNLESS THE OPERATION OF MULTIPLE ZONES REQUIRES ADDITIONAL TIME OR WHEN WATER USE RESTRICTIONS SUPERSEDE THESE REQUIREMENTS. C,) PLANT MATERIAL INSTALLATION AND STANDARDS 1) PLANT MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH ACCEPTED IANDSCAPE PRACTICES IN THIS AREA AND INSTALLED IN SOIL CONDITIONS THAT ARE CONDUCIVE TO THE PROPER GROWTH. PLANT MATERIALS SHALL NOT BE PLACED VitRE THEY WILL INTEirERE WITH SITE DRAINAGE, SURFACE UTILITIES. OVERHEAD POWER LINES AND AREAS THAT RETAIN EXCESSIVE QUANTITIES OF STANDING VATER. UNLESS AS ACCEPTED AS SUCH. SO, FT, (3) 2" x 4" WOOD CLEAT PERCENT (3) 2" X 4" WOOD BRACE QTY. COMMON NAME (Wire to tree) COMMENTS •. 3 " -4" SOIL SAUCER Y 3 LIVE OAK 3" MULCH LAYER O'l OF (3) 2" X 4" X 30" WOOD STAKE MIN. 4' CALIPER EXISTING SOIL 41; 1 I�III��� III =1►r HEIGHT 12' 4,245 PREPARED BACKFILL (See Note i 7) 23.5 q SET ROOTBALL ON UNDISTURBED SOIL. TOTAL SITE AREA 18,082 MIN. 36' ROOTBALL DIAMETER. TYPICAL PALM TREE PLANTING LOT 2 LOT 3 LOT 4 I I I FIR8" � 5' 24" TALLO I I� I� I� I� r I I� p I� 10' UTILITIES EASEMENT —H 10' NOTE: ' STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES 3" MULCH FORM SAUCER WITH 3' CONTINUOUS RIM SPECIFIED PLANTING MIX WATER & TAMP TO REMOVE AIR POCKETS 2 X BALL DIA 2" DIA. TREATED TIMBER STAKES DRIVEN FIRMLY A MINIMUM OF 18' INTO THE SUBGRADE PRIOR TO BACKFiLLING 2 STRAND 3mm GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6 -9" FROM TOP OF STAKE 2 WIRE SUPPORTS SHALL BE USED ON MAIN STRUCTURAL BRANCHES MULTI - -TRUNK TREE STAKING 11'05' CONC. DUMPSTER PAD W 6' MASONRY ENCLOSURE & LOCKINYGATES. FINISH TO MATCH BLDG. ARCHITECTURE. mo nAw NEW 6' CONC. SIDEWALK BY FDOT POWER POLE' TO BE RELOCATED LOT 7 CONSTRUCT NEvr . _.." , 6' MASONRY WALL VITH LINTEL & PIER FOUNDATION IN VICINITY OF OAK TREE DREW' STREET (SCR. 5 90) FUTURE CONCRETE MEDIAN BY FOOT 100' R/W AREA TABULATIONS EXISTI z SHRUB PLANTING DETAIL in LANDSCAPING NOTES AND SPECIFICATIONS SHRUBS AND HEDGES 1) SHRUBS SHALL BE MINIMUM 3 GALLON CONTAINER CROWN 24 INCHES IN HEIGHT, MEASURED ABOVE ADJACENT PAVEMENT SURFACES REQUIRED TO BE BUFFERED AND /OR SCREENED. 'AND SPACED 18 TO 38 INCHES ON CENTER, AS NOTED ON THE LANDSCAPE PLAN. 2) PLANTS SHALL BE 38 INCHES IN HEIGHT ONE YEAR AFTER PLANTING, AND MAINTAINED AT 72 INCHES. EXCEPT FOR VISIBILITY AT INTERSECTIONS AND WHERE PEDESTRIAN ACCESS IS PROVIDED, 3) HEDGES AS REQUIRED IN BUFFERS SHALL BE PLANTED IN ROWS AND MAINTAINED SO AS TO FORM A CONTINUOUS UNBROKEN VISUAL SCREEN WITHIN ONE YEARS TIME OF INSTALLATION EXCEPT WHERE STREET VISIBILITY IS REQUIRED BY CODE. 25 FEET ALONG THE ABUTTING RIGHT -OF -WAY LINES MEASURED FROM THE POINT OF INTERSECTION. THE THIRD SIDE OF THE TRIANGLE SHALL BE A LINE CONNECTING THE ENDS OF THE OTHER TWO SIDES. SH GROUND COVERS ODE 1) GROUND COVERS SHALL BE INSTALLED IN A MANNER WHICH REPRESENTS A FINISHED APPEARANCE AND COMPLETE COVERAGE. 2) STONE, GRAVEL, OR ARTIFICIAL GROUND COVER SHALL NOT BE UTILIZED IN THE REQUIRED LANDSCAPE AREA. ORGANIC MULCH 1) A 3INCH LAYER OF ORGANIC MULCH SHALL BE PLACED AROUND ALL NEWLY INSTALLED TREES, SHRUBS, AND GROUND COVER PLANTINGS. 2) EACH TREE AND SHRUB SHALL HAVE A RING OF ORGANIC MULCH 24 INCHES BEYOND ITS TRUNK IN ALL DIRECTIONS. 3) CYPRESS MULCH SHALL NOT BE USED. 1) WHERE AN ACCESS WAY INTERSECTS A RIGHT -OF -WAY OR WHEN A PROPERTY ABUTS THE INTERSECTION OF TWO OR MORE RIGHT -OF -WAY, A MINIMUM SAFE SIGHT DISTANCE TRIANGULAR AREA SHALL BE ESTABLISHED WITHIN THIS AREA VEGETATION SHALL BE INSTALLED AND MAINTAINED IN SUCH A WAY AS TO PROVIDE UNOBSTRUCTED VISIBILITY AT A LEVEL BETWEEN 30 INCHES AND 8 FEET ABOVE THE CROWN OF THE ADJACENT ROADWAY. LANOSCAPING SHALL BE LOCATED IN ACCORDANCE WITH THE ROADSIDE RECOVERY AREA PROVISIONS OF THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION MANUAL OF UNIFORM STANDARDS FOR DESIGN CONSTRUCTION AND MAINTENANCE OF STREETS AND HIGHWAYS. 2) WHERE AN ACCESS WAY ENTERS A RIGHT -OF -WAY TWO SAFE DISTANCE TRIANGLES SHALL BE CREATED DIAGONALLY ACROSS FROM EACH OTHER ON BOTH SIDES OF THE ACCESS WAY. TWO SIDES OF THE TRIANGLE SHALL EXTEND 10 FEET EACH WAY FROM rNE POINT OF INTERSECTION FROM THE EDGE OF PAVEMENT AND RIGHT -OF -WAY LINE. THE THIRD SIDE OF THE TRIANGLE SHALL BE A LINE CONNECTING THE ENDS OF T:-IE OTHER TWO SIDES. 3) WHERE A PROPERTY ABUTS THE INTERSECTION OF TWO RIGHT -OF -WAY, TWO SAFE DISTANCE TRIANGLES SHALL BE CREATED. TWO SIDES OF THE TRIANGLE SHALL EXTEND 25 FEET ALONG THE ABUTTING RIGHT -OF -WAY LINES, MEASURED FROM THE POINT OF INTERSECTION THE THIRD SIDE OF THE TRIANGLE SHALL BE A LINE CONNECTING THE ENDS OF THE OTHER TWO SIDES. B) IRRIGATION SYSTEMS 1) THE IRRIGATION SYSTEMS SHALL BE OPERATED BETWEEN THE HOURS OF MIDNIGHT AND 10 A.M. UNLESS THE OPERATION OF MULTIPLE ZONES REQUIRES ADDITIONAL TIME OR WHEN WATER USE RESTRICTIONS SUPERSEDE THESE REQUIREMENTS. C,) PLANT MATERIAL INSTALLATION AND STANDARDS 1) PLANT MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH ACCEPTED IANDSCAPE PRACTICES IN THIS AREA AND INSTALLED IN SOIL CONDITIONS THAT ARE CONDUCIVE TO THE PROPER GROWTH. PLANT MATERIALS SHALL NOT BE PLACED VitRE THEY WILL INTEirERE WITH SITE DRAINAGE, SURFACE UTILITIES. OVERHEAD POWER LINES AND AREAS THAT RETAIN EXCESSIVE QUANTITIES OF STANDING VATER. UNLESS AS ACCEPTED AS SUCH. D MAY 2 3 2002 LOPMENT S:_~ 'CES DEPT DEV CITY_OF AKA SO, FT, PLANT LEGEND PERCENT QTY. COMMON NAME BOTANICAL NAME COMMENTS •. •� ASPHALT / VUA LIVE OAK QUERCUS AT TIME OF PLANTING MIN. 4' CALIPER 3 41; 1 VIRGINIANA MINIMUM HEIGHT 12' 4,245 .097 23.5 q BEFORE YOU 010 CALL SUNSHINE 1- 800 - 432 -4770 TOTAL SITE AREA 18,082 .4115 100 70 A � CREPE YRTLE LAGERSTROMIA AT TIME OF PLANTING MIN. 2' CALIPER 6 INDICA MINIMUM HEIGHT 8' YAUPON HOLLY IIEX AT TIME OF PLANTING MIN. 2' CALIPER 2 VOMITORIA MINIMUM HEIGHT 8' SAB F'ALM SABAL AT TIME OF PLANTING 3', 4' & 5' HGT'S 3 PALMETTO GROUPED IN CLUSTERS OF THREE PYGMY DATE PALM 8 PHOENIX AT TIME OF PLANTING 2', 3' & 4' HGT'S ROEBELLNI GROUPED IN CLUSTERS OF THREE AS HAYTHORN RHAPHIOLEPIS AT TIME OF PLANTING MIN. HEIGHT 18' REQ. JINDIA INDICA 'DWARF PINK' SPACING AT A MAXIMUM OF 24' O.C. AS PLUMBAGO AT TIME OF PLANTING MIN. HEIGHT 24' REQ. PLUMBAGO SPACING AT A MAXIMUM OF 24' O.C. AS OLEANDER NERIUM AT TIME OF PLANTING MIN. HEIGHT 36' REQ, OLEAND R SPACING AT A MAXIMUM OF 24' 11C. AS JASMINE VARIGATED AT TIME OF PLANTING MIN. HEIGHT 12' REQ. JASMINE 1/2 GALLON, SPACING AT 12' ❑,C. D MAY 2 3 2002 LOPMENT S:_~ 'CES DEPT DEV CITY_OF AKA SO, FT, ACERE PERCENT PROPOSED BUILDINGS 4,068 .093 22.5 7 •. •� ASPHALT / VUA 8,624 .19)8 47.7 F W A CONCRETE AREAS 1,145 .026 6.3 7 F Cn 48 HOURS J TOTAL GREEN SPACE 4,245 .097 23.5 q BEFORE YOU 010 CALL SUNSHINE 1- 800 - 432 -4770 TOTAL SITE AREA 18,082 .4115 100 70 FLOOR AREA RATIO (FAR) = .22 IMPERVIOUS SURFACE RATIO (ISR) _ .76 INTERIOR LANDSCAPING REQUIRED = 775 SO. FT. INTERIOR LANDSCAPING PROVIDED = 87 SQ. FT. 0 10 20 40 SCALE: 1 " = 20' LANDSCAPING PLAN P-.4 O Cn •. •� Ca F W A W a O F Cn 4.T, � A � d Q O W [N111111111 P-.4 O Cn •. •� Ca F W A W a O F Cn 4.T, � A � d Q O W V Z Do -- ( o C= Cr. •'`• W o Z V 0 O W =� J V1 LLJ cr. O o V W �+ ,`. Q N v NUNN C= Y a O� J oo LL N SHEET C-2 ��Ca •. •� Ca 4.T, SHEET C-2 EROSION CONTROL MEASURES Use silt fence or straw bales at all locations where sheet flow runoff leaves the site. It is not necessary to use these at locations where runoff enters the site, Silt fence is also used for inlet protection and within dry retention ponds to filter runoff prior to discharge. Do not use silt fence or hay bales in water bodies. Use turbidity barriers when the barriers must be placed in water bodies. 3,2,2 Straw Bales :_ A straw bale barrier is a temporary sediment barrier consisting of a row of anchored straw bales. The primary use and purpose of a straw bale barrier is the some as that of a silt fence. Refer to the previous section for recommendations, Straw bales can also be used in ditches as check dams, Use F.D.O,T, Index 102 for determining spacing and configuration of bales used . as check dams along ditches• Sediment deposits should be removed when the level of deposition reaches approximately 1/2 the height of the bale. The useful life of straw bales is about 3 months, Straw bales have less filtering efficiency than silt fence, but their flow capacity is greater. 3,2.6 Storm Drain Inlet Protection: This is a filtering measure placed around curb and ditch bottom inlets to trap sediment before it can enter inlet structures and the associated storm drainage systems, inlet protection can be provided by hay bales, silt fence, concrete block and gravel, wire mesh and gravel, F.D,O.T. Index 102 shows typical arrangements, inlet protection should be provided for all inlets receiving runoff from disturbed areas. . STORMWATER SYSTEM OPERATION /MAINTENANCE 1) REMOVE ALL SAND, SILT AND DEBRIS FROM PARKING AREAS AND FROM AROUND DRAINAGE INLETS OR AS REQUIRED, POSITIVE EFFORTS SHALL BE MADE TO PRECLUDE THE DEPOSIT OR ACCUMULATION OF GRASS CLIPPINGS, LEAVES, ORGANIC MATTER OR ANY MATERIAL WHICH WILL BE DETRIMENTAL TO THE FUNCTIONING OF THE INFILTRATION SYSTEM, 2) CHECK WEIR OR ORIFICE IN ALL CONTROL STRUCTURES PERIODICALLY TO ASSURE THAT THEY ARE FREE OF DEBRIS WHICH MAY HAVE AN EFFECT ON THEIR HYDRAULIC FUNCTION. SANITARY NOTES. 1. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF THE PREPARATION OF THESE PLANS BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT, 2• THE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES PRIOR TO CONNECTION IN ORDER TO PERMIT THE LOCATION OF EXISTING UNDERGROUND UTILITIES iN ADVANCE OF CONSTRUCTION, 3. ALL SANITARY SEWER LINES SHALL HAVE A MINIMUM COVER OF 36" BELOW FINISHED GRADE AND SHALL BE LOCATED AS SHOWN IN THE DRAWINGS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER, 4. ROOF DRAINS, FOUNDATION DRAINS AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER SYSTEM ARE PROHIBITED. 5. ALL P.V.C. PIPE AND FITTINGS (4) INCHES AND LARGER SHALL BE EXTRA - STRENGTH UNPLASTICIZED, MINIMUM OF SOR -35, TYPE PS", CONFORMING TO THE REQUIREMENTS OF ASTM DES. D -3034 AND SHALL BE FURNISHED WITH FACTORY APPLIED PLASTIC JOINT CONNECTIONS. 6. WATER AND WASTEWATER LINES INCLUDING SERVICES, SHALL HAVE A MINIMUM VERTICAL SEPARATION OF 18" SHALL BE MAINTAINED. WHERE IT iS POSSIBLE, THE SEWER WILL BE 20 FEET OF EITHER Cl /Dl PIPE OR 6 INCH THICK CONCRETE ENCASEMENT CENTERED AT THE POINT OF CROSSING. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL FIELD INFORMATION TO THE ENGINEER FOR THE PREPARATION OF AS -BUILT DRAWINGS AS REQUIRED BY APPLICABLE GOVERNING AGENCIES OR THE OWNER, WATER DISTRIBUTION NOTES 1. THE CONTRACTOR OR SUBCONTRACTOR SHALL LAY WATER LINE AND SERVICES A MINIMUM OF 3' -0" FROM THE FINISHED GRADE TO THE TOP OF THE PIPE. 2. THE CONTRACTOR OR SUBCONTRACTOR SHALL EXTEND THE WATER SERVICE TO A POINT OF 3' -0" FOR THE OUTSIDE OF THE FOUNDATION WALL. A VALVE BOX SHALL BE INSTALLED AT THIS LOCATION, 3. WHERE WATER LINES CONFLICT WITH STORM AND SANITARY SEWER, THE WATER LINES SHALL BE LOWERED DURING CONSTRUCTION. 4, ALL TEES, CAPS, PLUGS, BENDS, FIRE HYDRANTS, VALVES, ETC., SHALL BE LOWERED DURING CONSTRUCTION. 5, BACKFILL UNDER PAVEMENT SHALL BE APPROVED GRANULAR BACKFILL IN 6" LAYERS AND COMPACTED TO 100 V. MAXIMUM DENSITY AS DETERMINED BY A.A.S,H.O. -T -99, 6. THE CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF THE BRASS OR S,S. BALL VALVE BRASS NIPPLE i REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY METER ' REDUCED PRESSURE BACKFLOW PREVENTER GALVANIZED 90' ELBOW 3/4" GALVANIZED STEEL PIPE SERVICE ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE BALE TIES 4' VERT. FACE /- 2'x2" STAKES 11/2- 11/2- To z' I N GROUND WIRE TiE HAY BALE SECURggLY TIED BALES TO BE STAKED 'MTH Yx2'0 AS REQUIRED TO MAINTAN PROPER ALIGNMENT EROSION Q,QNTROL II �� 1Z� I I I1,0 11', 1,1 I I I) EROSION & SEDIMENT CONrRQ�, SILT FENCES TO BE PLACED AT PERIMETER OF PROJECT ARIEA AND TO REMAIN IN PLACE THROUGHOUT CONSTRUCTION. " �h 1�a I I �1h 36 OAK0 1�� S.89'23'02 "E. 129.02' 1` a I BLDG. r SETBACK 24 " TA4LO �i 3 �ti64 I to 1 BICYCOLE SHOP 2,150 SQ. FT. I F.F. EL.= 73,14 C.O. I$- BREAK ISLAND BREAK CURSING CURBING 18" 12" 0 9' O.C. \ �1 206 r- • a, --- - - - -- - -- - - - - -- � � I 1 �y it 1 II I I I UNDERGROU oo DRAINAGE I II I SYSTEM - EE DETAILS III 014 THIS SHEET 1 1 I I to I I il I I �y - -r.n�- -,nom► I I - - - - - - - - - - - - - - - I IF, WOOD 2' x 4' OAK 1 1/2" X 1 1l2- STEEL 1.33 LBS /F , MIN. II �xx II II 0 it P) Doc II II .-- -_ -_ -- -- - - -}}- ILTER FABRIC SILT FENCE SN C985Of00T sP cTH FOOT INDEX 102 FOOT INDEX 102 TYPE III SILT FENCE NOTE: CONTRACTOR TO MAINTAIN SILT FENCE THROUGHOUT CONSTRUCTION OF SITE, AND IN AREAS OF EROSION, 0 1o�m 14� 1� FIR 1;50 10, I - .�v�►. I '�� 1p. 12' 34 " OAK To N m a 0 z �S 0 a 14 1 cic 10. �I �IN I �I 1 I i a z N PP I LOCATIdN I -- B"—• W— — �. _ _. EtiY 6' CDiNC. SIDEWALK 8Y FDO _ _W_ . EROSION & SEDIMENT CONTROL SILT FENCES TO BE PLACED AT PERIMETER OF PROJECT AREA AND TO REMAIN IN PLACE 'THROUGHOUT CONSTRUCTION. REMOVE EXISTING DRIVEWAYS & �ss— POWER POLE CONSTRUCT FLARED CONCRETE TO BE RELOCATED DRIVEWAY IN A CORDANCE WITH FDOT INSEX 1515 1409 109 1� 0, �, 06 , 14 1 DREW STREET (SR. 590) FUTURE CONCRETE MEDIAN BY FDOT ' 100' R/W TYPICAL INSTALLATION SHOWN R O R NATURAL GROUND AND ASPHALT 24 IN. SQUARE CONCRETE PAD U.S.F. N0, 7820 FO C.O. 4 IN, THICK, MIN. 24 IN FRAME AND COVER APPROVED EQUAL 4.1 I NAT. GROUND �` �.�� �N ���: • . _ :•• ASPH. PROVIDE THREADED P.V.C. CLEAN -OUT PLUG, ` BEND 8 IN. OR 8 IN. PiPE TYPICAL CLEAN -OUT PLUG -I ASPHAL T 8' SyI£LL OR LIME ROCK 8ASE COUPA07£0 TO 98.1 MAX, , ' DENS FY AS 0EIVYIN£0 8Y MSHTO T -180 Ts BASE COMPACTED TO L.B.R. TYPICAL PAVEMENT SECTION THRU PARKING AREA N.T,S. Length 7' -2" Lay Up Length 6' -3" Width Height 102.'5" Contactor 7 5 Capacity 75 gal. Weight H -10: 22 lbs. H -20: 29 lbs. _7\ r/1 "750'aw., I r r r CONNECT 8" SAN. SEWER r FINISHED GRADE FROM BLDG'S INTO EXIST '14 W SERVICE STUBS FROM 8" I 1 CULTEC 410 FILTER FABRIC SANITARY MAIN IN EASEMENT. fi I 1loaa000000noccol► d _Li II G Q G SUBWAY 4 o SANDWICH SHOP 101-9 I I 1,850 SQ. FT. o 1�0 I ( F.F. EL.= 72.47 10' UTILITIES BOTTOM EASEMENT LY, A I � ..e•,` INSTALL 1" PVC (SCHAO) \�/ ''• ' t •..'.: •.• .••• .. & 5/8" PVC (SCHH,40) /`C WATER SERVICE TO BLDG'S, I TREATMAUT II AREA A 1 PET It, 1�0 I 69.75 ( INSTALL 1" WATER METER (SUBWAY) 3:1 SODDED SLOPES NNCC FLUML 5/8 WATER METER (RETAIL BLDG) I W/ BACKFLOW PREVENTERS. I 71 g CONNECT TO EXIST 6" MAIN IN ESM'T WITH 1 -1/2" TAPPING SLEEVE & VALVE INSTALL NEW FIRE HYORAN ASSEMBLY ° N m a 0 z �S 0 a 14 1 cic 10. �I �IN I �I 1 I i a z N PP I LOCATIdN I -- B"—• W— — �. _ _. EtiY 6' CDiNC. SIDEWALK 8Y FDO _ _W_ . EROSION & SEDIMENT CONTROL SILT FENCES TO BE PLACED AT PERIMETER OF PROJECT AREA AND TO REMAIN IN PLACE 'THROUGHOUT CONSTRUCTION. REMOVE EXISTING DRIVEWAYS & �ss— POWER POLE CONSTRUCT FLARED CONCRETE TO BE RELOCATED DRIVEWAY IN A CORDANCE WITH FDOT INSEX 1515 1409 109 1� 0, �, 06 , 14 1 DREW STREET (SR. 590) FUTURE CONCRETE MEDIAN BY FDOT ' 100' R/W TYPICAL INSTALLATION SHOWN R O R NATURAL GROUND AND ASPHALT 24 IN. SQUARE CONCRETE PAD U.S.F. N0, 7820 FO C.O. 4 IN, THICK, MIN. 24 IN FRAME AND COVER APPROVED EQUAL 4.1 I NAT. GROUND �` �.�� �N ���: • . _ :•• ASPH. PROVIDE THREADED P.V.C. CLEAN -OUT PLUG, ` BEND 8 IN. OR 8 IN. PiPE TYPICAL CLEAN -OUT PLUG -I ASPHAL T 8' SyI£LL OR LIME ROCK 8ASE COUPA07£0 TO 98.1 MAX, , ' DENS FY AS 0EIVYIN£0 8Y MSHTO T -180 Ts BASE COMPACTED TO L.B.R. TYPICAL PAVEMENT SECTION THRU PARKING AREA N.T,S. Length 7' -2" Lay Up Length 6' -3" Width Height 102.'5" Contactor 7 5 Capacity 75 gal. Weight H -10: 22 lbs. H -20: 29 lbs. _7\ r/1 "750'aw., I r r r CRUSHED STONE r FINISHED GRADE '14 W 2.5" ASPHALT 1 CULTEC 410 FILTER FABRIC ;% 1loaa000000noccol► d _Li 0 G Q G o 4 o G 101-9 o G o ib 1 1" - 2" WASHED, CRUSHED STONE FINISHED GRADE '14 W 2.5" ASPHALT 1 CULTEC 410 FILTER FABRIC ;% �e d RECOMMENDED, NOT REQUIRED W 85%d COMPACTED FILL CULTEC CONTACTOR 75HD CULTEC 410 HEAVY DUTY H -20 CHAMBER 7 FILTER FABRIC G� TOP, SIDES AND BOTTOM LY, A H � ..e•,` \�/ ''• ' t •..'.: •.• .••• .. '`•.•1••.:'1.'11 .. ••• /`C I I z--6" STONE BASE TYP. TYPICAL CROSS SECTION CONTACTOR 75HD PAVED H -20 CULTEC CHAMBER SYSTEM CALCULATIONS BASED ON 2.5 CF./ LF. 1 40% STONE VOID SCALE -" 1' -0" 3' 28' _ 4 28' 3' CULTEC HDPE STORAGE CHAMBERS (SEE DETAIL) _ _ _ _ _ _ - - - - - _ �° o (H -20 WHEEL LOAD) --- _ - -_ - -- r (3) 12" HDPE MANIFOLDS - -_ - - - - - - - 1. INSTALL TYPE __ -_ -___ Ill STORM INLET C __ ___ ____ GRATE EL. =71.25 -- - - - - -- - -- - -- - E. INV =69.75 Q�pE -- - - - - -- - - -- ---- GOT. EL= 69.25 -- - - - - -- - - - - - -- ----_ - -- - -_- '� - -- I m ,�r -- L -- ' TREATME T III -_- _ -_ -_ -_ - _ -__ -- - -_ AREA "A� RETAINING WNAL! 69.75 COUCk ---- ' -"-"-- "-" �s - - - - -- -- - - - - -- 3:1 SODDED SLOPES -d - .a 71.50 fill ° LANDSCAPED AREA Uj INSTALL TYPE "C" STORM OVERFLOW STRUCTURE GRATE EL. =71.40 N. INV. EL.= 69.75 GOT. EL.- 69.25 UNDERGROUND STORMWATER INFILTRATION SYSTEM SEE CROSS SECTIONS '& DETAILS 0 10 20 40 SCALE: 1 " = 20' STORM INLET GRATE EL. =71,25 W. INV =69,75 BOT. EL.= 69,25 MAY 2 3 2002 DEVELOPMENT S_!• ;•:cS DEPT CITY OF CLE;•. fER BEFORE YOU 010 "CALL SUNSHINE" 1 -800- 432 -4770 GRADING, DRAINAGE 8c UTILITIES PLAN V o Z �h� c0 S V` V Q r` p n n CC 0 W LL LL Z V 0 O Z'C� t W =, J Q1 V W Cc Oo W a: J .. n 0. > moms Q � Y � O t Ln C a � U. O '14 W Y .� 1 ;% �e d W A E U) G� LY, A H � N14 (.Y � a ij V o Z �h� c0 S V` V Q r` p n n CC 0 W LL LL Z V 0 O Z'C� t W =, J Q1 V W Cc Oo W a: J .. n 0. > moms Q � Y � O t Ln C a � U. O '14 W Y .� ;% �e d W A E U) G� LY, A H � N14 (.Y � a V o Z �h� c0 S V` V Q r` p n n CC 0 W LL LL Z V 0 O Z'C� t W =, J Q1 V W Cc Oo W a: J .. n 0. > moms Q � Y � O t Ln C a � U. SHEET C f li I � 9 '14 W Y .� ;% �e d i?t SHEET C f li I � 9