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FLD2004-07053, PLT2004-00012 FLD2004-07053/ PL T2004-000 12 900 N Osceola Ave Clearwater Bay Marina Ii 'j', ~"1 : \11]r11IJ';".tl";"Q: \rja;lo~\~O hq ~\ (~'r ~\b F rll"~.".",,, f..'~'~ ~ttgfjbnbl4>'~th7~~ .,vol., .,,1' ~~~,/~y". ",," .." ,; I dJ.,;,~ ..,-..... t)~~~;~~:'I~ ~ ~ t)~~- -, ".~" ~~\ -~_~"'Si~~~ ~:?~-= =::-- 7~~ ~;rJA""~""'~~~"~ ...........,~TE~",..; 8":11- '/>, CITY OF CLEARWATER PIANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRUE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 LONG RANGE PlANNING DEVELOPMENT REVIEW January 21,2005 Mr. Housh Ghovaee Northside Engineering 601 Cleveland Street, Suite 930 Clearwater, FL 33785 'L E RE: Development Order. Case FLfol,u7053 - 900 North Osceola Avenue (Clearwater Bay Marina Condominiums). '" - Dear Mr. Ghovaee: This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community Development Code. On January 18, 2005, the Community Development Board reviewed your Flexible Development application to permit 133 attached dwelling units and an increase in the permitted height from 30 feet to 100 feet (as measured from base flood elevation and the mean elevation of the site) under the provisions of Section 2-903.B. The proposal includes a multi- family development with 133 attached dwellings within two buildings 100 feet in height and eight townhomes 27 feet in height. The Community Development Board (CDB) APPROVED the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Development criteria as a Comprehensive Infill Redevelopment Project per Section 2-903.B. 2. The proposal is in compliance with other standards in the. Code including the General Applicability Criteria per Section 3-913. 3. The proposal is in compliance with the Vision, Goals, Objectives and Policies of the Clearwater Downtown Redevelopment Plan and the Old Bay character district. 4. The proposal is in compliance with the Downtown Design Guidelines. 5. The development is compatible with the surrounding area and will enhance other redevelopment efforts. BRIAN J AUNGST, MAYOR-COMMISSIONER HoYr HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, CO~1MIS~IONER FRANK HIBBARD, COMMISSIONER * BII I JONSON, COMMIS~IOMR "EQUAL EMPLOYMENf AND AFFIRMA1IVE ACTION EMPLOYER" /~ . " ;~ I January 21,2005 Ghovaee - Page Two Conditions of Approval: 1. That the final design and color of the building be consistent with the conceptual elevations submitted to the CDB, and be approved by Staff; 2. That a Transportation Impact Fee be paid, prior to the issuance of a Certificate of Occupancy; 3. That Open Space C\lld Recreation Impact Fees be paid prior to the issuance of any building permits or final plat (as applicable), whichever occurs first; 4. That all Fire Department requirements be met prior to the issuance of any permits; 5. That the emergency access roadway l:llong the north side of the site, including the emergency vehicle turn-around, meets the requirements of the Clearwater Fire Department prior to the issuance of any permits; 6. That all Traffic Department requirements be met prior to the issuance of any permits; 7. That a SWFWMD and/or FDEP per:iil ~~ifuQqijtted to Staff prior to the issuance of any bOld' 0 E. J', v,. , ," i"ll Ul mg permIts; ._--,."'".~. 8. That easements over the outfall pipestlU'i't"Cnnduct offsite drainage be granted to the City prior to the issuance of any building permits; 9. That the developer/applicant be responsible for the cost of any design or construction modifications to Lift Station No. 12 as a result of the proposed development and that the costs of such modifications be paid prior to the issuance of any permits and/or any such modifications be made prior to the issuance of the first Certificate of Occupancy; 10. That the developer/applicant be responsible for the cost of modifying the curb and providing improved access from North Osceola Avenue to Lift Station No. 12. The access shall be designed to the satisfaction of the City Engineer prior to building permit and shall provide for proper storm water drainage control and safe pedestrian passage; 11. That all signage meet the requirements of Code and be limited to attached signs on the canopies or attached directly to the building and be architecturally-integrated with the design of the building with regard to proportion, color, material and finish as part of a final sign package submitted to and approved by Staff prior to the issuance of any permits which includes: a. All signs fully dimensioned and coordinated in terms of including the same color and . font style and size; and b. All signs be constructed of the highest quality materials which are coordinated with the colors, materials and architectural style ofthe building; 12. That all proposed utilities (from the right-of-way to the proposed building) be placed underground. Conduits for the future undergrounding of existing utilities within the abutting right(s)-of-way shall be installed along the entire site's street frontage prior to the issuance of a Certificate of Occupancy. The applicant's representative shall coordinate the size and number of conduits with all affected utility providers (electric, phone, cable, etc.), with the exact location, size and number of conduits to be approved by the . applicant's engineer and the City's Engineering Department prior to the commencement of work; j, ,,' .t. . '." ~I , January 21, 2005 Ghovaee - Page Three 13. That the Community Development approve of a preliminary plat at the February 15, 2005 Community Development Board meeting; 14. That evidence of filing of a final plat with Pinellas County be submitted to and approved by Staff prior to the issuance of any permits; and 15. That all utility equipment including but not limited to wireless communication facilities, electrical and water meters, etc. be screened from view and/or painted to match the building to which they are attached, as applicable prior to the issuance of a Certificate of Occupancy. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (January 18,2006). All required Certificates of Occupancy shall be obtained within two years of the date of issuance of the initial building permit. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity. The Community Development Board may approve one additional extension of time after the Community Development Coordinator's extension to initiate a building permit application. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4-502.B by the applicant or by any person granted party status within 14 days of the date of this Development Order. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on February 1, 2005 (14 days from the date of approval by the CDB). If you have any questions, please do not hesitate to call Mark Parry, Planner ill at 727.562.4558. Zoning information is available through the City's website at http://www.myclearwater.com/via the "ZoninglParcel Maps (GIS)" link and "City Codes" link both under "Services". . Very truly yours, ~ Cynthia Tarapani, AICP Planning Director S:\Planning DepartmentlC D BIFLEX (FLD)\Inactive or FInished ApplicationslOsceola N 900 Cleanvater Bay Marina Condos 2005 (D) ApprovedlOsceola N 900 Development Order. doc LEGAL DESCRIPTION FLOOD ZONE INFORMATION THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE VARIES PER FLOOD INSURANCE RATE MAP 121 03C01 06G MAP REVISED: SEPTEMBER 03, 2003 SURVEY INFORMATION PROVIDED BY A SIGNED &: SEALED SURVEY BY: LAUREN R. PENNY R.L.S. #4931 DATED: 02/12/01 SECTION 09 , TOWNSHIP 29 S, RANGE 15 CITY OF CLEARWATER PINELLAS COUNTY, FLORIDA E I , I II i~ i: J~~ CEDI\R S r CEDAll ST ~'--- _J /y; lYROJECT SITE :." ',.'~ .ll ;i Is II ,. i' SITE DATA EXISTING (E) PROPOSED (P) REQUIRED DOWNTOWN DOWNTOWN DOWNTOWN ZONING: OLD BAY DISTRICT OLD BAY DISTRICT OLD BAY DISTRICT CBD CBD CBD LAND USE: - ~ -.- . - - - MARINA ATTACHED DWELLINGS HIGH & DRY & WET SLIPS 133 UNITS ATTACHED DWELLINGS USAGE: ONE SINGLE FAMILY RESIDENCE - - TOTAL: 229,285 S.F. 352,310 S.F. 5.26 AC. (GROSS) LOT AREA: 8.09 ACRES - O.K. 160,424 S.F. UPLAND 3.68 AC. (NET) 125 CONDOS 50 UNTIS PER ACRE DENSITY N/A 8 TOWN HOMES 184 UNITS ALLOWED 133 TOTAL BUILDING COVERAGE: 16,682 S.F. N/A N/A (S.F. &: " OF GROSS SITE) 4.74% GROSS FLOOR AREA (S.F.): 16,682 S.L N/A N/A F .A.R.: .0473 FRONT: 5' 15' 10' NORTH SOUTH 72.5 TO BLDG. BLDG. SIDE: 5' TO BLDG. 27.5' 100' HIGH E. or M.H.W. SETBACKS: TO PAVEMENT 3' 0' 43.33' TO BLDG. 100' HIGH W. or M.H.W. REAR: 85' 446.5' 0' 1 &: 2 STORY 9 STORIES BLDG. HEIGHT: , 100' ABOVE B.F.E. 100' .._------------~--------- - _r PAVED VEHICULAR USE AREA: 81,982 S.F. 27,034 S.F. N/A (V.U.A.) IMPERVIOUS SURFACE RATIO: 127,985 S.F. 124,901 S.F. N/A (I.S.R.) 0.36 0.35 OPEN SPACE: 224,325 S.F. 227,409 S.F. N/A (S.F. &: " OF GROSS SITE) 64% 65% PARKING LOT INTERIOR LANDSCAPING: 1,668 S.F. N/A N/A (S.F. &: " OF V.U.A.) .004 225 PARKING: 157 ~189 1 ST FLOOR? 200 20 2ND FLOOR (16 TOWN HOMES) 133 UNITS x 1.5 SPACES PER UNIT = 200 REQUIRED SPACES PARKING CALCULATIONS: H.C. SPACES REQUIRED: 4 SP. FOR 1 ST 100 SP. + 2% ADDITIONAL = 7 SPACES H.C. SPACES PROVIDED: 7 SPACES (INCLUDES IN PARKING PROVIDED) I ,I LEGEND EXIST. ELEVATION EXIST. CONTOUR NEW ELEVATION NEW CONTOUr\ EXIST. STORM SEWER NEW STORM SEWER NEW UNDERDRAIN EXIST. SAN. SEWER NEW SAN. SEWER EXIST. WA rER SERVIC[ NEW WA J ER SERVICE NEW INLET NEW SAN. MANHOLE NEW CLF^tl OIJI(f:.().) r~ f Vi I 11 J II I) III I. ~ ,f I : I /\ r.I[I,'J N;I 'I If I I r If V" I( li If 1'1 II II r 11' ':11 I 11,'\1:'1 'II I f '( 1\111 ()1 If 111111 I II' ; 1 (If III W "11111, 1/1 I I 11 i'l II : I ~ I II i [ ': I ' , I I',t' I li'l 1.11.1. 1 II I 1.ll r) I . ,n, \,:. i I i 'I ' i, I j':: + 10.00 ~10~ "'Ir" ~ ~.. _.._ .... !_--.........--- , . - .....,.. -- ...,...,"'""...............""",..,. . . (' (l '-P.I~ '--,' . ~, ~ Jli " '~ 1 ,JI ( ! Ii' I. I ! ,:i ..! " iil I ,~J I ~l ! .<; l' ill I I : I ! I . . " ~; I i'l " :1 '1 ! m( N~~-.1-~\~04t~\ ~ ~.\ \ i: \ . i ,~.. ___ ._ _.._d ,'--'" - .:~: - -~ \ r-c. P' \...:~j:.,;,~. ::' Ut ~! LV~ 'l' t, ~,,1 ..;JJ""",~ -' I (~. ~~.' /'":. :' :-:...~)'t':...,r:__~' I I II II I I ,-~~ INDEX OF C1. 'I CIVil SITE' \:..\ C1.2 CIVil SITE: ~ri C2.1 DEMOLITIO~: s~ C3.1 STAKING 51 ' .~ p C4.1 GRADING A .0 D SITE PLAN C5.1 UTiliTIES S' "E C5.2 UTiliTIES S }"E C5.3 UTiliTIES S "1 (WATER lit. F.S _.-""..."........ ~ r . ~ ~ :00, "l jEETS - 1 I , I :IFICATIONS TE PLAN lAN RAINAGE PLAN PLAN ... J ... tJ} en. .w .. ,. . ,. '1. r ~ i , \I . B #5936 L " z ~~ o 00 - co \I J- I . -A ~u ~ ~z J- ~~ ~ -A. O .... '^ 1'4 a A. !:: z '^ - Z x~ ~ ~x ~ ... \I J- 0- III ~I- co: · ':'z ... M.. ~~ ~ ~~ J- ~~ Z 1'4 I &II .... III t - Z o ~ - > Z &II . 0 M ~ 0- Z III 11\ - !:: 11\ Z ::>.... Z ~: ~ I-~ ... :a A. ~- I-~ Q '^ 9 Z a'" -AZ~ ~ ~f5 ... ~ I- III~ . ~~ ... ~~ > p~ - o~ V ~\I ---- . " ~ '.,.) ~) COin m . : ., , -Ill By: '., I;"nll [1y: 0430 I B.J.V. I H.G. ~ . ., - '- H~ Date: . - -- ;1 ~ - .. ~ .. j: }-{(.\\fISlons: i( ,I.. Date II .1,. I ;~'8Io4 !I . ~, I. i / I - 1;- 'I ' \ I / ',; I -- : I '/ _u..J_ I ;' II': ~ / ~, ,I / / ~i "I / / i 'I / - / I 'I' / / l.' ": 1-/ / e::( l- e::( C w I- - UJ --I - > - (..) a3 ::) ..J (.) I- ::E: (.) <C > > <C a3 <C ::) C) - I- :z <C SITE PLAN "PPROVE CASE # Fc.' z~t.{ -0 ~ n PLAN CASE TYPE c: (~f? ONLY) DRe DATE 0 "f .0"" 1-1/ (t.. 'd'f COB DATE Of .ff '0) SIGNATURE ~ DATE 01. Z 'a ~ C6.1 CIVil SITE D~:TI\llS C6.2 CIVil SITE DETl\llS l1.1 lANDSCAPJ: S'TE PLAN l1.2 lANDSCAP[ S!TE PLAN l1.3 LANDSCAP~ S. fE PLAN l1.4 LANDSCAPL DiTAllS AND SPECIFICAV~ b NOV 1 8 2004 PLANNING DEPARTMENT CITY OF CLEARWATER 09/27/04 -j Descri tion PER DRe Lt') Lt') I' ('t) ('t) . <( .0 W- >0::: <(9 <CLL. -.I ... 00::: ww (,)1- (1)<( 03: '0::: z<( OW 00-.1 00(.) ~- ------===..=.._---._------.--.-._~- -..- THIS DRAWING t, ,'ISTRUMEtfT or SER\lGE ".ND SHAU. REMI~t: IH[ PROPEI;ry OF 'HE [NGItII:ER, AN' '., NOT BE REPRODUCED. rUFlllSHEO OR USED IN ~t" W"'" WITIIOUl lIlE CONsnH ,. E IN ErR ~COPYRIGIH ?f:()'. ",,, I" 'HIJ';'1rO Le, i trr -' ,- .: Him o\..{ ~ 'MANUJACHARI K}\r.jNfI!i, p.r. U38681l -- -------_.~------ -- ------ .ES or TlIESr rl~"NS ARE' tlor W,LJD WilD". flOSSEll \'I'! lit lIIl ::;:m'lIN8 HJGINHrr-, c;r ,M C1.1 .....____...... ~~....... . __no _"...;..;;;;:::;:~- .;.,;..~;-~~; S.W.F.W.M.D./ EROSION CONTROL NOTES 1. DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES PRIOR TO INITIATING AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION TO PREVENT SOIL EROSION AND SILTATION. 2. THE RETENTION AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH ALL STORM WATER DIRECTED TO IT. AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS AND SILTATION FROM THE BOllOM OF THE RETENTION BASIN, AND FINE GRADE THE FINAL SIX (6) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED AND SHOWN ON PLAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING. 3. THE RETENTION AREAS AND OUTFALL CONTROL STRUCTURES SHALL BE CONSTRUCTED EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTITY IN PARTS OFF SITE. 4. AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES. ACTIONS INCLUDED SHALL BE REGULAR MOWING OF THE BOllOM AND SIDE SLOPES, PLUS PERIODIC INSPECTIONS AND REMOVAL OF DEBRIS, TRASH, ETC. THAT MAY BLOCK THE OPENINGS IN THE CONTROL STRUCTURES. 5. ALL DISTURBED CONDITIONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BEllER. 6. ALL SIDE SLOPES OF RETENTION OR SWALE AREAS SHALL BE STABILIZED BY VEGETATION OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN. NOTE: PLAN CONFLICTS, SHOWN OR UNSHOWN, WITH OTHER EXISTING SITE IMPROVEMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ADJUSTMENTS AND PROTECT OR REINSTALL ALL DISTURBED EXISTING UTILITIES, PHONE LINES, POWER LINES, POWER SUPPORT CABLES, SPRINKLER LINES AND CONTROLS, MECHANICAL PIPELINES OR UNDERGROUND POWER CABLES AND RETURN EXISTING CONCRETE WALKS, DUMPSTER PADS, FENCE, HANDRAIL, VALVES, HYDRANTS, GUY WIRES, ELECTRIC BOXES AND PIPELINES WHICH SHALL BE REPAIRED OR REINSTALLED AS INCIDENTAL TO THE COST OF WORK SHOWN HEREUNDER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RESOLVE ANY CONFLICTS PRIOR TO AWARD OF THE CONTRACT. NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS 40D-4 & 40D-40 FAC. CAN RESULT IN A PENALTY NOT TO EXCEED S10,OOO PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A OFFENSE. MAINTENANCE ANP OPERATION~SPECTIONS FOR STORM WATER DISCHARGE FACILITY 1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY. 2. UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FILLED WITH ANY OrHER SUBSTANCE THAN STORMWATER. 3. SWALE AREAS SHALL BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS. 4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHALL BE RECONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLAN. OPERATION & MAINTENANCE OF THE_STORMWATER SYSIEM THE OWNER SHALL PERIODICALLY MONITOR TIlE STORMWATER SYSTEM (PIPE CONVEYANCE SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP. THE PIPE CONVEYANCE SYSTEM SHALL BE FLUSHED, AS DEEMED NECESSARY NO LESS THAN TWICE A YEAR. ALL MATERIAL SHALL BE COLLECIED DOWNSTREAM AND REMOVED. THE RETENIION POND SHALL BE KEPT MOWED AND THE BOTTOM FREE OF DEBRIS. IF WATER STANDS IN THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND/OR SCARIFY THE POND BOllOM, AS DEEMED NECESSARY AND NO LESS THAN TWICE A YEAR TO RESTORE THE PERCOLATION CHARACTERISTICS OF THE POND. THE OWNER WILL BE RESPONSIBLE TO MAKE SURE THAT TO THE BEST OF HIS ABILITY NOTHING ENrERS THE SYSrEM BESIDES STORMWATER THAT COULD DETERIORAJE THE FUNCTIONING CAPABILITIES OF THE SYSTEM, I.E. GASOLINE, OIL, GREASE, CHEMICALS, ETC. THE POND UNDERDRAIN SYSTEM SHALL BE INSPECTED ANNUALL Y AND RETROFITTED AND FLUSHED SEMI-ANNUALLY. CLOGGED OR SPENT FillER MATERIAL SHALL BE DISPOSED OF IN ALL MANNERS AS WITH THE HANDLING OF HAZARDOUS WASTE. THE SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN A PERMITrED FACILITY. EROSION AND SILTATION CONTROL NOTES 1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS, FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND orHER MEASURES INIENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE ANY OTHER DISTURBANCE OF TlfE SITE BEGINS. 2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. 3. SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE OF SILT THROUGH THE OUTFALL STRUCTURE DURING CONSTRUCTION OF ANY RETENTION AREA AND WILL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING ANY PERMANENT SUBDRAIN PIPE. IN ADDlnON, PERMANENT RETENTION AREAS MUST BE TOTALLY CLEANED our AND OPERATE PROPERLY AT FINAL INSPECTION AND AT THE END OF THE WARRANTY PERIOD. 4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING FROM THE SITE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION. ALL OTHER INTERIOR SWALES, ETC., INCLUDING DETENTION AREAS WILL BE SODDED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 5. PROTECTION AND STABILIZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH STOCKPILED MATERIAL, MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL UNSTABILlZED STOCKPILE REMAIN AFTER THIRTY (30) CALENDAR DAYS. 6. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT AND/OR REPAIRED AS REQUIRED. CLEARING AND GRUBBING NOTES 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAIt~IAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRlllEN APPROVAL FROM THE OWNER. 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE, WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY. 3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE, NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. CLEARING AND GRUBBING NOTES (CON'T) 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY HAND" IS PERMIllED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. 6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY EXISTING STRUCTURES. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING. 8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION. 9. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE. ETC. WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 10. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. 11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE TO THE PJ\NS. 12. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS. WATER SYSTEM NOTES 1. ALL WAIER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL WAIER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICAIIONS. 3. ALL DlJC11LE IRON PIPE SHALL BE ClASS 52 IN ACCORDANCE WIIH ANSI A 21.50 (AWWA C 150) AND ANSI A 21.31 (AWWA C 151) AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, 1 21.8 OR A 21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS SEALED IN ACCORDANCE WITH ANSI A (AWWA C 104-71). 4. ALL FI n iNGS LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE WITH AWWA C-l10 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-l11. FlnlNGS SHALL BE CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-l04. 5. ALL PVr WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA C-900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN ACCORDANCE WITH ASTM D-2241. 6. WATER MAIN PIPING OF LESS THAN 4" SHALL BE PER ASTM D2241-89. 7. ALL FlrTlNGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED SLEEVE TYPE JOINTS. 8. ALL GATE VALVES 2" OR LARGER SHALL IBE RESILIENT SEAT OR RESILIENT WEDGE MEETING THE REQUIREMENTS OF AWWA C509. 9. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE APPROVED BY THE LOCAL UTILITY AND FIRE MARSHALL. 10. THE CCNTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. 11. THRUSI BLOCKING SHALL BE PROVIDED AT ALL FilliNGS AND HYDRANTS AS SHOWN ON DETI',ILS. 12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE :t! ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES. 13. THE IRRIGATION SYSTEM SHALL HAVE COILOR PIPING AND LABELING ON THE PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING. WA1Hi SYSTEM TESTING AND INSPECTION REQUIREMENTS 1. ALL CGMPONENTS OF THE WATER SYSTEM, INCLUDING FilliNGS, HYDRANTS, CONNECi!ON, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTFD AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN AC('Oi~I)/\rL:::- WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY O'r'/h~" . '~NGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF PEJ,f \ 1'\ q,~t; TES IS. 2. NFV\, Wid: R MAINS ArTER COMPLETION OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL FE ,"'~ t)1~MED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM SIAlmAP!.iS ,\f~D SPECIFICATIONS. CONTRACTOR TO PERFORM CHLORINATION. SMv1l'1.Ii'II' OF NEW WATER MAitre; SHALL CONFORM WIlH COUNTY PUBLIC HEALTH UNIT f<t.QU!REMENTS AND RESULTS FORWARDED TO THE ENGINEER. UNDER NO CIRCUMSTANCES SHALL A NEW WATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTIFICATION BY THE ENG:NEER HAS BEEN COMPLETED AND A RELEASE FROM COUNTY PUBLIC HEALTH UNIT HAS BEEN ISSUED. SANITARY SEWER NOTES 1. ALL SANITARY SEWER MAINS & LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL SM~ITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF POLYVINYL CHLORIDE PIPE, SDR 35 OR AS OTHERWISE INDICATED ON THE CONSTRUCTION DRAWINGS. 3. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. 5. PVC PIPE AND FIlliNGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION D-3034-77C, SDR 35. INSTALLATION OF SDR 35 PIPE SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION D2321. ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR. 6. ALL PVC FORCE MAINS SHALL BE CLASS 2000, SDR 21, COLOR GREEN, WITH A GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE, PLACED 1 FOOT BELOW THE PROPOSI:.D GRADE. THE PRINTING ON THE MAGNETIC TAPE SHOULD READ "FORCEMAIN". 7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 (AWWA C 150) AND ANSI A21.51 (AWWA C 151). DUCTILE IRON PIPE SHALL RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.&:;, A 21.8, OR A 21.51. 8. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCEMAINS THAT REQUIRE D.I.P. ARE TO BE POLYLlNED OR EPOXY LINED. 9. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING. SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS 1. ALL GRAVIlY SEWER PIPING SHALL BE SUBJECT TO A TELEVISION INSPECTION BY THE OWNER'S CONTRACTOR. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 2. THE CONTRACTOR SHALL PERFORM AN EX FILTRATION TEST ON ALL GRAVITY SEWERS INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION MAXIMUM ALLOWABLE LEAKAGE RATE: 100 GPD PER INCH PIPE DIAMETER PER MILE. TEST RESULTS ARE TO BE SUBMIllED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. 3. ALL luRCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CREATED BY THE ENGINEER OF RECORD AND SUBMlllED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. WATER/SEWER CLEARANCE REQUIREMENTS VERTICAL CLEARANCE AT CROSSINGS GRAVITY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER JOINTS AND WATER JOINTS WILL BE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY TWO JOINTS. WHERE THE MINIMUM 18 INCH SEPARATION CANNOT BE MAINTAINED, ONE OF THE FOLLOWING METHODS OF PROTECTION SHALL BE UTILIZED: WATER/SEWER CLEARANCE REQUIREMENTS (CON'T) A. THE SEWER SHALL BE ENCASED IN CONCRETE FOR 20 FEET CENTERED ON THE CROSSING (10FT. LINEAR SEPARATION BEIWEEN JOINTS); B. THE SEWER SHALL BE INSTALLE.D WIlH D.I.P. FOR 20 FEET CENTERED ON THE CROSSING (10FT. LINEAR SEPARATION BETWEEN ,lOIN rs); C. THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND BE PRESSURE TESTED AT 150 PSI TO ASSURE WAIER TIGHTNESS PRIOR TO BACKFILLING; OR D. EITHER THE WATER MAIN OR THE SEWER LINE MAY BE ENCASED IN A WATERTIGHT CARRIER PIPE WHICH EXTENDS 10 FEET ON BOIH SIDES OF THE CROSSING, MEASURED PERPENDICULAR TO THE WATER MAIN. THE CARRIER riPE SHALL BE OF MATERIALS APPROVED BY THE DEPARTMENT FOR USE IN WATER MAIN CONSTRucnON. ONE OF THESE METHODS SHALL ALSO BE UIILlZED WHEN THERE IS NO ALTERNATIVE TO SEWERS CROSSING OVER WATER MAINS. IN SUCH Itlc)JAHCES, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER 10 MAIN lAIN LINE AND GRADE. HORIZONTAL SEPARATION BETWEEN PARALLEL LINES GRAVITY SEWERS OR FORCE MAINS SHALL BE INSIALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN. TilE DISIANCE SHALL BE MEASURED EDGE TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL 'JO MAINTAIN A 10FT. SEPARATION, THE WATER MAIN SHALL BE INSTALLED IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AND AT AN ELEVATION SO THAT THE BOllOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, AND THE WATER AND SEWER JOINTS SHALL BE SlAGGERED. IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONIAL AND VERflCAL SEPARATION AS DESCRIBED, BOTH THE WATER MAIN AND SEWER MUST BE CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINT PIPE COMPLYING WIIH PUBLIC WAIER SUPPLY DESIGN STANDARDS OF THE DEPARTMENT AND BE PRESSURE TESIED TO 150 PSI TO ASSURE WATERTIGHTNESS BEFORE BACKFILLING. SANITARY SEWER/RECLAIMED WATER & POIABLE WAIER/RECLAIMED WATER SEPARATIONS WHEN THE RECLAIMED WATER LINE IS TRAI~SPORIING WAIER FOR PUBLIC ACCESS IRRIGATION: MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WAlrR LINES AND DOMESTIC WATER LINES SHALL BE PRACTICED. A MINIMUM HORIZONIAL SEPARAIION OF 5 FEET (CENTER TO CENTER) OR 3 FEET (OUrSIDE TO OUISIDE) SHALL BE MAINTAINED BETWEEN RECLAIMED WATER LINES AND EITHER PorABLE WAIER MAINS OR SAt~11ARY SEWER LINES. AN 18-INCH VERTICAL SEPARATION SHALL BE MAINIAINED AT CROSSIt~GS. WHEN RECLAIMED WATER LINE IS TRANSPORIING WAIER FOR NON-PUBLIC ACCESS IRRIGATION: THE RECLAIMED WATER MAIN SHALL BE TREATED LIKE A SANITARY SEWER, AND A 10 FEET HORIZONTAL AND 18 INCH VERTICAL SEPARATION SHALL BE MAINTAINED BETWEEN THE RECLAIMED WATER MAIN AND ALL EXISTING OR PROPOSED POTABLE WATER MAINS, NO MINIMUM SEPARATION IS REQUIRED BETWEEN THE RECLAIMED WATER MAIN AND SANITARY SEWERS, OTHER THAN THAT NECESSARY TO ENSURE STRUCTURAL INrEGRITY AND PRorECIIUN OF THE LINES THEMSELVES. NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATIONS AS STIPULATED ABOVE, DEP MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER. APPROVAL FOR THE DEVIATION MUST BE OBTAINED PRIOR TO CONSTRUCTION. GRADING AND DRAINAGE NOTES 1. ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PEAT, BURIED DEBRIS), IS TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED l,fATERIALS AND COMPACTED AS SHOWN ON THESE PLANS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROlECTlt~G r.XCAVATING AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED. 3. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) UNLESS OTHERWISE NOTED ON PLANS. 4. PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM TO AWWA C-900, CLASS 150 STANDARDS, UNLESS OTHERWISE NOTED. 5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. 6. THE CONTRACTOR IS TO SOD THE RETENTION/DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND. 7. MATERIALS AND CONSTRUCTION METHODS FOR STREETS At:' :iJORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL I~EGULATORY AGHICY. 8. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVEf', ELEVATION(S) OF THE STORM PIPES(S). STORM PIPE SHALL BE SAW-CUT EVEN WI rH THE STRUC rum WALL(S). GROUT AROUND PIPES FOR WATER TIGHT AND SMOOIH FINI~::1. PAVING, GRADING & DRAINAGE 1 ES TlNG AND INSPEI;T10N REQUIREMENTS 1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM Slf/1' BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER PR'('R TO THE PLACEMENT OF BACKFILL. 2. THE CONTRACTOR SHALL MAINTAIN THE SIORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE ^,PPLlCABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. PAVING NOTES 1. PRIOR TO CONSTRUCTING CONCRETE PAVEME.NT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PAllERN TO THE OWNER'S ENGINEER FOR APPROVAL. 2. THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMINOUS Expr,,NSION JOINT MATERIAL WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 3. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE TO FOOT STANDARD SPECIFICATIONS 971 -12. PARKING STALL STRIPING TO BE 4" WIDE PAINTED WHITE STRIPES. 4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS THAN TWELVE (12) INCHES. 5. STANDARD INDEXES REFER TO THE LATEST EDlnON OF FOOT "ROADWAY AND TRAFFIC DESIGN STANDARDS." 6. PAVEMENT IN THE PROPERTY SHALL CONSIST OF 1-1/2" ASPHALT, TYPE S-3, ON 6" L1MEROCK BASE COMPACTED TO 98% OF MAXIMUM DENSITY, ON SUB-BASE COMPACTED TO 98% OF MAXIMUM DENSITY PER MSHTO T -180. 7. THE CONSTRUCTION OF PAVEMENT WITHIN RIGHT -OF -WAY MUST MEET THE FOLLOWING CRITERIA: ASPHALTIC CONCRETE: 3-INCH (PC-l), ~: 10.5-INCH FOOT CERTIFIED COMPACTED TO 98% MAXIMUM DENSITY AS DETERMINED BY MSHTO T-180. SUBBASE: 12-INCH STABILIZED TO 40 LBR AND COMPACTED TO 98% MAXIMUM DENSITY AS DETERMINED BY MSHTO T -180. RIGHT OF WAY NOTES 1. ALL R.O.W. INSTALLATIONS WILL BE IN ACCORDANCE WITH PRACTICES REFERENCED IN THE STATE OF FLORIDA UTILITIES ACCOMMODAIIONS MANUAL 2. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN IN PINELLAS COUNTY LAND DEVELOPMENr, ZONING AND/OR RELATED ORDINANCES, AND MINIMUM TESTING FREQUENCY REQUIREfAENTS. 3. SIGNS AND BARRICADES SHALL BE IN ACCORDANCE WITH THE US DEPARTMENT OF TRANSPORTATION'S .:MA!iUAL ON l1t~!IH.LfThLlRAffl.C~..QtilRQ.~ AND THE FLORIDA DEPARTMENT OF TRANSPORTATION'S "DESIGN SrANDARDS" INDEXES 600 THROUGH 670 (LATEST EDITIONS). 4. INSTALLATION INVOLVING CONCRETE AND ASPHALT DRIVEW/W, IN GOOD CONDITION MUST BE ACCOMPLISHED BY JACK AND BORE OR PUSHING. NO JElliNG IS ALLOWED. 5. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH MSHTO T-99(100%). 6. DISTURBED AREA WITHIN THE R.O.W. WILL BE COMPACTED TO 100% OF MAXIMUM DENSITY AND SODDED. 7. ANY PORTION OF THE ROADWAY THAT SUSrAINS EXCESSIVE CONSTRUCTION RELATED DAMAGE, IN THE OPINION OF PINELLAS COUNTY HIGHWAY DEPARTMENT, SHALL BE REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY PINELLAS COUNTY HIGHWAY DEPARTMENT. 8. SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES. 9. ANY SIDEWALK WHICH BECOMES UNDERMINED MUST BE REMOVED AND REPLACED. SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE(3) DAYS AFTER REMOVAL. WHEN EXISTING SIDEWALK IS REMOVED, IT IS TO BE REMOVED AT THE NEAREST JOINT. 10. NO STOCKING OF MATERIAL IN ROADWAY OR ON SIDEWALK; ALL DIRT OR DEBRIS WILL BE REMOVED FROM THE JOB SITE DAILY. ROADS AND SIDEWALKS ARE TO BE SWEPT DAILY AS PART OF DAILY CLEAN-UP. 11. SIGNS AND BARRICADES FOR MAINTENANCE OF TRAFFIC PLAN REFERENCE INDEXES 600 THRU 605 ROADWAY & TRAFFIC DESIGN STANDARDS. RIGHT OF WAY NOTES (CON-T) 12. SAW CUT EXISTING EDGE-OF-PAVEMENT PRIOR TO DRIVEWAY CONSTRUCTION. 12. DISTURBED AREA WITHIN THE RIGHT OF WAY WILL BE COMPACTED TO 100% OF MAXIMUM DENSITY AND SODDED. 13. PROVIDE A MINIMUM OF 3" COVER OVER UTILITIES AT ALL DITCH CROSSINGS. 14. NO STREET SHALL BE CLOSED WITHOUT THE WRIllEN PERMISSION OF THE PINELLAS COUNTY TRAFFIC DIVISION. AT LEAST 48 HOUR ADVANCE COORDINATION IS REQUIRED. 15. THE PERMlllEE'S AllENTlON IS DIRECTED TO THE PROVISIONS OF THE TRENCH SAFElY ACT (FLORIDA STATUTES, 553.60 et. seq.) AND THE OCCUPATIONAL SAFElY AND HEALTH ADMINISTRATION EXCAVATION SAFElY STANDARDS (29 CFR SECTION 1926.650, SUBPART B) WHICH SHALL APPLY TO CONSTRUCTION, OPERATION AND MAINTENANCE PURSUANT TO THIS PERMIT. 16. DRIVEWAY TO BE CONSTRUCTED TO FOOT INDEX 515. 17. EROSION CONTROL AND SHOULDER SODDING SHALL CONFORM TO FOOT INDEX # 1 04 & 105. 18. MAINTENANCE OF TRAFFIC TO BE IN ACCORDANCE WITH FOOT INDEX # 604 OR OTHER AS APPLICABLE. CONTRACTOR'S RESPONSIBILITY NOTE IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM A SURVEY (ACCOMPANIED BY THE ARCHITECT AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S) AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC AND WRIllEN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST CLASS CONDITION (SURFACES THAT ARE UNBROKEN, NON-CRACKED, NON-RUSTING, WITHOUT CHIPS, WITHOUT SPLINTERS, OF TEXTURE MATCHING ITS SURROUNDING, WITH NEW APPEARING FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR INTENDED TO OPERATE) WHICH WILL REMAIN IN THEIR PRESENT CONDITION AT THE CONCLUSION OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WIDE STANDARDS IN QUALITY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA BUILDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS BEEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRIllEN DETAILS. CONTRACTOR HAS THE RESPONSIBILITY TO PROTECT THE EXISTING BUILDING(S) UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE COURSE OF THE WORK, ANY AREA OF THE BUILDING(S) AND/OR UTILITIES AND/OR THE SITE BECOME DAMAGED AND THAT AREA WAS NOT SPECIFICALLY CALLED OUT TO BE A PART OF THE CONSTRUCTION, THE CONTRACTOR SHALL REPAIR AND/OR REPLACE THE DAMAGED AREA TO THE SATISFACTION OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER. AS A PART OF THESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA, WHEN PROVIDED, AND ANY ADDITIONAL INFORMATION THAT MAY BE PROVIDED IS FOR INFORMATIONAL PURPOSES ONLY, THE OWNER AND HIS AGENT ASSUME NO RESPONSIBILITY FOR THEIR PREPARATION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR IS FULLY RESPONSIBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOULDl USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF UNDERGROUND SERVICES, INCLUDING BUT NOT LIMITED TO: WATER SUPPLY STORM SEWER ELECTRICAL POWER IRRIGATION LINES FIBER OPTIC CABLES FIRE ALARM SYSTEM CABLES CONTROL WIRING SYSTEMS SANITARY SEWER NATURAL ANn LP GAS LINES RECLAIMED WATER SUPPLY T.V. CABLES TELEPHONE CABLES SECURITY WIRING SITE UNDERGROUND MECHANICAL INCLUDING INSULATION IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE SPECIFIC LOCATION OF THE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLESS OTHER MEANS ARE APPROVED BY ARCHITECT AND OWNER BEFORE BEGINNING THE WORK. THE CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, ANY AND ALL DAMAGED UNDERGROUND SERVICES AS LISTED ABOVE AT NO ADDITIONAL COST TO THE OWNER. 1. TRENCH EXCAVATION - INCLUDE OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART P, WHICH IS NOW A PART OF LAWS OF FLORIDA CHAPTER 90-96. - THE CONTRACTOR SHALL PROVIDE WRlllEN ASSURANCE OF COMPLIANCE WITH THIS LAW. - A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE. - A TRENCH SAFElY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR, AND APPROVED BY THE ENGINEER. 2. ALL RETENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC. MUST BE IN PLACE AS PART OF THE FIRST PHASE OF CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE POSITI\iIE DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT PROPERTIES. ANY FLOODING THAT MAY OCCUR DUE TO HIS WORK WILL IBE THE SOLE RESPONSIBILITY OF THE CONTRACTOR 3. THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL PURPOSES ONLY AND NOT TO BE USED FOR CONSTRUCTION. CONTRACTOR MUST UTILIZE SIGNED AND SEALED DOCUMENTS FOR CONSTRUCTION. NOTE TO CONTRACTOR THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DR,\W- INGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES For} RETENTION BASIN(S), CONTROL STRUCTURE(S), INLEfS & PIPES WITH TOP & BOnOM ELEVATIONS, INVERTS & DIMENSIONING OF SLOT & BAFFLE. LOCATIONS OF NJ 1I III IlIr c; INCLUDING THE SANITARY SEWER AND WAfER PIPIN(~. I,IE CONTRACTOR SHALL PROVIDE fWO COPIES or IIIF CJ r~ I ,r IFII RECORD DRAWINGS 10 1HE ENGINEEr~. THE AFOREMENTIONED RECORD DR^WINGS SII^LL IH :-;111 11<.11 r II ENOUGH IN DETAIL TO BE ^CCEPT^BLE BY ^GENCIES II It.Jf JURISDICTION. GENERAL CONSTRUCTION NOTES 1. ALL DESIGN AND CONSTRUCTION MUST CONFORM 10 IIIE MINIMl't1 SIAtmAf<lY; :;1 I I)ClI"11 IN PINELLAS COUNTY LAND DEVELOPMEN r, ZONII~G At ID / ()I( PI I A I I D OPDlt IN 1"1 ~ 2. ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODF/IC 'IFf I, :/'1 1J^,IH1 3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISlltlG UIILlIIE5 If(lICTUPl5, AND OTHER FEATURES ARE SHOWN ACCORDING TO TIlE BES r IN IRMA lION AVAIl/,"! I AT THE TIME OF PREPARATION OF THESE PLANS. TIlE CONTRN ,'JR WILL VFlllf', THE LOCl\jIOt~S, ELEVATIONS, AND DIMENSIONS or ALL EXISIING 1m IllES, STRUCTURES AND OTHER FEArURES AFFECTING TIllS WORl< PRI<' 1 (l COW; I ['\I' '11\11 4. THE CONIRACTOR SHALL CHECK lIlE PlANS rOR COflrLlCIS Atl! IISI;IIf!'1'11C1f <, PRIOR TO CONSTRUCTION. TIlE CONTRACTOR SIIALL tWllr( 111r ')NtIIR'S FfI('~IIII I' OF ANY CONI L1CTS OR DISCREPA~ICIFS AErORE pr.RrOR1.111 J(~ ^' W( 'PI( Ii' Illf AFFECTED AREA. 5. THE CONII\ACTOR SHALL EXERCISE ExmEME CAlJlIOIJ IN AWN IIIIIJl(IlI' UTILITIES, AND SHALL PROVIDE AI LEAsr 4R HOURS NOllcr 10 'If '/ARIOU:,; UTILITY Cl'Iv1PANIES, IN ORDER 10 PERMII MARKING litE LOCAII( I!S or FXISlltll: UNDERGROUND UTILlIfES, IN ADVANCE OF CONSTRUCIIOH, n 1'C It I'; "SUI.ISIIIt II AT 1 -800-432-4770. MINIMUM or 2 DAYS AND MAXIMUM 01 I IA (5 rRIOP I'I 1111 START Of- CONSrRUCTlOt~ THE CONTRACTOR IS RESPOIISIf~1 r r' ('("IIN:II'''' fll UTILITIES NO r INCLUDED IN TIlE "SUtISI titlE" PROGRNk 6. CONTRACTOR IS SOLELY RESPONSIBLE rOR CotlSlRlJCIIOtJ '^' I SPECIAL PRECAUTIONS MAY BE REQUIRED ItJ IIIF VICIIIII l' 1)[ POWER LlNLS AND 01 HER U I III IfES. 7. ALL UNDERGROUND UTILlIfES MUST SF: III f'II',Cr Alii I If ')1111 I 'IIITI'IIII '1'11" TO BASE AND SURFACE CONSTRUC110fl. 8. IT IS THE CONTRACTOR'S RESPOt~SlOlll fY 10 BFCot,lE II',t.1ILI.^F AND INSPECIION REQUIREMENTS or lllE VARIOUS GOVERfIMFtlll' CONTRACTOR SHALL OBTAIN ALL NECESSARY rmMITS PRIOR In SCHEDULE INSPECTIONS ACCORDING 10 AGEI~eY IIJSIRUCIIOtI. 9. THE CONTRACTOR SHALL SUBMIJ rOR APPROVAL 10 IItF_ OWlltI I fJf:lIlf I ". DRAWINGS ON ALL PRECAsr AND MANUFACIURED ITFMS rOR TH Sill FAILURE TO OBTAIN APPROVAL BEFORE It~STAI_LAIfOIJ MAY RESUI III f'D.HlV.^1 REPLACEMENT Ar THE CONTRACTOR'S EXP[NSE. AI L slIew DRI ",11(''' /lRI I" pI REVIEWED AND APPROVED BY HII'. COtH RAe lOR PRIOf( I () :;lln~' ,^ 1 ! () 11'1 OWNER'S Ei~GINEER. 10. AT LEAST THREE (3) WORKING DAYS r'RIOJ? 10 C()11SII~UCII()tt, SHALL NOTIFY THE ENGINEER AND APPROPRIAIE AGEJJCIFS, Arm ALL REQUIRED SHOP DRAWINGS, TIlE COtHRACTOR'S NAMr, SI/I' PROJECTED SCHEDULE, AND OTHER IIJFORMATION AS m:QUmrfl PERFORMED PRIOR TO NOlfFYING TIlE E.tJGltJEER. OR Will 10111 " PRESENr, MAY BE SUBJECT 10 PEMOVAL Nlfl RFrl,flfTI.H"11 ^1 EXPENSE. III 1111 I I r',: 'I j\(;[ IICIf '; II1I !)tlr;lRllI'II"1I "II' ',.,1 , , ^ r II \ '_ ' 'HIII'f'! I"" Jf"'IY IIWH \"'11' If' 11Arr:, II I'IOI?I', II' . II Ie; r 'I I I r '1 II ")f 11 P^' '1' ". 11. BACKFILL IN: [f'ML SHALL BE SOLlDl Y L^J,lrFJ) AROl)tm 1'11'1 '; r; I ^, f 1", I" TO A LEVEL OF AT LEAS I ONE 1001 ABOVE IIIE I(lP OJ lllr ' III 1'1'1 f' BE PAVED, BACKFILL SHALL BE COMPAcrED 10 100:':: 11^VIHllll . I' 'I, ^'~ DETERMINED BY MSIIIO T -99 12. SITE WORK CONCREtE SHALL "AVE A COMPRESSM c;mllj(~II' P.S.1. IN 28 DAYS, UNLESS OTHERWISE NOILl). f'1 II ^' I . I II I' I 13. ALL PRIVM::" AND PUBLIC PROPERTY AFIECIED Fli HIE WORI~ ~ TO A COI~DlrrOI~ EQUAL TO OR BETlER lIIAtI EXISrltJG CONDIII< SPECIFICALLY EXEMPT ED BY II IE PUlNS. ADDIJ 10NAL COS IS AF OTHER COf",;;!:UCTION AND tlO EXTRA COMf'EtISATIOfJ IS 10 nr I I Hr Ilf '; I"PI I' , JlILESS IJ< 1I1EtJl^' I" I I '.'EP 14. ALL DISrUR1.'! 1) AREAS WHICH ARE tHH 10 RE SODDF:.D, ARE If' IE. I'UJFI) 1'111' MULCHED; !Jor STANDARDS, AI~D MAINI^,IIED UNIII. A SAllsr I ,01 SlAW) ()! GRASS, Au;[1 r....BLE TO THE REGULATORY AGEtJCY Arm FJIGIt~Ef Of f(ECOR!), Ilf. I BEEN OBIAINEI). my WASHOUTS, REGRADING, RESEEDlr,jG, ,^NIl . '?A"i ,111(; WORI;, AND QrHm FfWSI(l:J WOflK REQUIRED, WILL BE PERrOllMFJJ 0\ : II (;ONmACIf11'. AT Hi::> ~,/~"~I.sE, UNTIL THE SYSTEM IS ACCEPTED rOR M^'ItI1Ft ':ICI. fl( "" REGULATOi~, AGENCY AND EtJGINEE.R or RECORD. 15. THE SOILS UIGINEER IS TO SUPPLY lIIE Et~GINEER WII II 1\ Pil" COP { (If 1'.11 COMPACIION fESTS, AND ASPIIA'-' RESULTS. TilE SOIl_S EIJ(;IIjf I' I', 10 (~"\ll' TO THE ENGij.jEER OF RECORD, IN WRIlItJG, IHAI All ILSlltle~ I r l)UIRLMEtlf':, REQUIRE[) FlY THE LOCAL REGULATORY AGENCY, AtJD IIIE. rLORI! I prPARH1Ftll ,,, TRANspnr:!. '. 'N (mOT), FOR TIlE IMPROVEME I~ I S, /IS REQUIRI! ':, IIIF ENC:;,t.ERlt~G ~ONSIRUC'JION DRAWINGS, HAY[ REEtl SAw;rrrll 16. THE CONmA'~r()R SHALL MAlt I 11..111 A ('OP( f)r IIIF t,ITPf1'TII ' AT THE COH, ,DUC lIot~ SIT E. . fir, r I I' "1 ! 17. THESE DRAWINGS DO NOT INCLUDE IJECESSARY CO~H'Ol 1Ft 11:; f' I I IS II?W 111'1' SAFETY. ntr: CONTRACTOR IS SOLELY RESremSll3LE I' OR I 1r "" I P" t,~F1 II' 11)': I'''' CONSTRL'CIION SITE SAFETY. 18. ALL SODDItJ'~, SEEDING AND MULCHltlG SHALL II~CLI)I)[ WAIERII' \1111 FERTlLlZAllui.. THE CONTRACTOR SIIALI_ BE RESpotlSlmr fOP 'ItHAltlllW II'" I AREAS UNTIL THE PROJECT IS COMPLETED AIm 1'/:CFPIFrl /11' 1'" (1"/11['1' 19. ALL PIPE LENGTHS ARE PLUS OR MIt~US. PIPE f.1EASUREt.1f" JI<~ ,[ q J I U( I II CENTER OF smUCTURES OR FITTINGS. PIPE MIASIIREMFt.l1c; fn! 111 ~rf\ r f'l' SECTIONS ARE TO END OF PIPE. 20. EXISTING PAVEMENT SHALL BE SAw-cur Wf/E.RE IIFW PAVEJ1FIJI ,; I' fH 1'1 11 If I' OR EXISTING PAVEMENT TO BE ELIMINATED. 21. ADJUSTMENTS OF INLETS, JUNCTlor~ BOXES, MANIIOI E Tor:;, WI' . -; ^.LVF ~;, \'!^' 1 " METERS, ETC., SHALL BE INCLUDED IN THE CONTRACIOR'S fJlD . [) lif) ClAII1 SHALL BE MADE AGAINST THE OWNER OR ErJGIIJE[R FOR IIIFq 'll,III~IHHllr IF REQUIRE[). 22. ALL BACKFILL OVER ANY PIPE (STORM SE.WER, SANIIARY SLWIY. JR ,,'AIFRlItIl <;) THAT IS INSTALLED UNDER ROADWAYS OR WIlHltl THE EM8ANI<MI'11 UI lIW ROAIW';'I SHALL BE COMPACTED IN ACCORDANCE WIlf/ r.D.O.r. SINJI1NW ',1'1'( IrICAlInll~. SECTION . 25-8.3, LATEST EDITION. 23. THE CONTRACIOR PERFORMING TRENCH EXCAVAllot~, IIJ FXCFc;C; , ~ I Ef I III 1'[ f'lll. SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND IlEAUf/ AI, AINI<, IfIAllotJ'c; (OSHA) TRENCH EXCAVATION SAFElY STANDARDS, 29 C.F.R., S.lO)6.r')O, SIJRrM)1 I'. INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES 10 Tllr ' . NIJtRfJS /lr; ADOPTEi) 61 THE DEPARTMENT OF LABOR AND EMPIOYMEtI1 sr' "~II. (m r C:) 24. CONTRACIOR 10 COORDINATE THE POINtS OF CONNECIIONS or I IIIIIIIFS WillI DIFFEREN I SUBS. SIlE CONTRACTOR TO CONSTRUCT TH[ UIlDFf\c' .'Ut III II Jr RAe; IRtI('1 tllll ~ i.e. SANITN~Y SEWER, SlORM SEWER, WATER LINES, FIRE L1ms, Ie 10!" OllISII" OF THE BLDG(S). THE PLUMBING COtlTRACTOR IS TO CONNEcr t, I) f." Fl III[ ItIV! PI ELEVATIOW; U:- THE SAID UTILITIES. ANY UTILITY WORK PERFORMI ' WI I IIN !)' or II II BLDG. SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRAC I I)R ALL \'VORl, SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, NJI1 LOCN ((JIlES, ORDINANCES AND REQUIREMENTS. 25. ALL WORK SHALL BE PERFORMED AND FINISHED IN A WORl<MANII,! HANNEP I I \ COMPLETE SATISFACTION OF THE ARCHITECT/ENGINE.ER III ACCORI rrc[ Willi THE BEST RECOGNIZED TRADE PRACTICES. 26. DEVIATICJIL TO THESE PLANS AND SPECIFlCAIIONS WIIIIOllI cOtIS'!.! ' 1111 f 1!';IIIf I I' MAY BE CAUSE FOR THE WORK TO BE UNACCEPrARLF. DEVI^ II( ., ^II Fr I .11' 'I WRlllEN APPROVAL FROM THE ENGINEE.R. 27. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT 10 SEPARAI[ SIJ,~lIl, '(S) '.Ilfl PERMITlING. DEVIATIONS SHALL RECEIVE WRlTJ Et I APPROVAL f ROt \ II I I I f(~ltlf 1 I' RECEIVED NOV 1 8 2004 PLANNING DEPARTMENT CITY OF CLEARWATER .. J ... t/} .. I I .1 ~I 1! .' ,I i: I .~ .. ,! fB #5936 " z ~t o 00 - CO \I ... I . .A ~u ~ ~z ... ~~ ~ -A. Or--", ~o A. !:: z '^ - z xt . .x ~ 110 \I ... ~... ~... co'" · ~ "'z I ... M.. ....... . ...... ... ;:: t z ~ I UI r--'" t - z o ~ - > Z UI o M " ~ Z ... 11\ - t: 11\ Z ::> r-- Z ~~ . .... ... t:t 0 A. c=- ...c= Q ",g Z 0110 .A Z .. ~ .f5 ... ..... .... ~~ ... ~ c= >- '"". - o~ \I ~\I . . I - - I I NES Comm.: 0430 .n I . n I Drawn By: B.J.V. I r.hecked By: H.G. ~ ,[ _I.!;su~ Date: .1 Rp.visions: , : I , Date I' ii' ~'8/04 ~ I I I; I I ,i / .1 'I , I 11 ~I Jl ~I I , II ,!I I L -.I ,I / / I I. I. I / / I ,I _---.1 / / I . r I I i I 1 I I I ! I ~! I: Ii , I I I r.n I Z 0 - ...... <:C u - LI.. - U w 0.. V) W I-- ..- UJ ...J - > - U 09/27/04 I Descri tion PER ORe ca ::;:) ...J (.) I- ::J: (.) <t >- >- <t ca <t ::;:) C) - I- Z <t 10 10 ?"- M M . <( .0 W- >~ <(g <(u. ..J ... O~ WW (..)1- (1)<( O!: .~ Z<( OW CO..J CO(..) ......... litiS DRAWIII' HIGINEER, At 1 HE con,;n' , f.tl INSIRUMENT or SFRVlCE NIO SlIM.! REMAltl 1111 I'ROPE.I?ll 1,)1 !lIE ",I L Nor BE RFf'llnnuCFO, PIIRUSHED OR USEIl Ifl 'I"! W^Y WITHOUT Ii 'I (NGINFFP /C1cOPVP't:lI' '1"'" . ",. IInllC:IIFIl \ ltm ()'-( ~:AMANUJACtiARI KANNAN, P.E. #38.!!88. C,JPIES OF THESE PLANS ARE NOT VALID UNLES~. 1MBOSSED WITH THE SIGNING ENGINEER'S SEAl .'V C1.2 i.iii r fr ~.-! ..,~'" !;! iJ" {J C{UDtD . :::? :-':s <:(, ~~\ ~ ~\)~., c\-.s~ \\~,\) ;r~ ,~" r:'~t V). '" (lr -'.,__ f, ~If' "'" ~/I ~ .._~-~ -"""':''', NOT IIjCLUDED-'-~, ~~ 6' CH^IN- LINK Ff.NCE WITH BARBED WIRE DEMOLITION NOTES LEGEND DEMOLITION OF THE SITE INCLUDES THE REMOVAL/RELOCATION OF ALL EXISTING STRUCTURES WITHIN PROJECT AREA, PAVING AND BASE, UTILITY LINES (SANITARY SEWER, STORM PIPES, WATER LINES, POWER POLES, OVERHEAD AND UNDERGROUND POWER AND TELEPHONE CABLES, GAS LINES, TREES, SHRUBS, ETC.) AND IS NOT LIMITED TO WHAT'S SHOWN. REMOVE: r'. "':, .' . " I ~. . '. -. .. :. .. .~ ,4 .. : ~ ~'.;..' . CONCRETE I I ASPH. & BASE , lilt 1111111 r' t! I Lt.! 1.1 II , till I I t , I I l LI I I I I I I I I I , II' 'I BUILDING OJ REMOVE CONCRETE PADS AND CONCRETE WALKS TO THE NEAREST EXPANSION JOINT. [I] REMOVE ASPHALT AND BASE. QJ REMOVE EXISTING STRUCTURE AND FOOTING. [I] REMOVE EXISTING WALL. [II REMOVE/RELOCATE TREE. _ EX. TREE TO BE REMOVED (TYP.) [I] [2] ~ [Il ~ [j] REMOVE CURBING TO THE NEAREST EXPANSION JOINT. REMOVE FENCE AND GATE AND ASSOCIATED POSTS. REMOVE/RELOCATE TRANSFORMER AND BOLLARDS. REMOVE STAIRS AND WALKWAY. REMOVE COVER OVER EXISTING BOAT SLIPS. REMOVE LIGHT POLES, POWER POLES AND ASSOCIATED O.H.W. COORDINATE WITH PROGRESS ENERGY, VERIZON AND CABLE. VACATE EXISTING EASEMENT 0] B] !B] [ill REMOVE PARKING WHEEL STOP RELOCATE LIFT STATION REMOVE EXISTING STORM WATER PIPES & STRUCTURES. 16 ALL CAVITY & EXCAVATION RESULTING FROM REMOVAL OF TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS, SIGN, AND POLE BASE SHALL BE FILLED WITH APPROVED SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO 95% OF MAX DENSITY. 17 OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE DISPOSAL FACILITIES APPROVED BY F.D.E.P., AND PINELLAS COUNTY. vi - - S. 8' 26' 34. E 216.0' - - -- 658.64 EX. 6' WALK \ ~ \~ i w r . ... ..... >0< S. 8' 26' 3.4. E. 135.07' - b u 0 ~ci - - - - N a - - ~ iT ACCESS W/GATE ~ ~/ .... C7>:::! ... '" w~ ......cJ ..... 7- <> U .,., . I I I I I L _ _ _ _ COVERED j!OAT _suP~ _ __ ----- .j-- .} 1:.-;\. A1ARINA ,., ZONE VE B.F.E.= 14 ~ ~ 01 I ctj a a h:1-=1h: 1---=1 1--=1 1- l=g .,-1 I 1 Cl o o ~ REMOVE EX. PIPE &: PLUG SU1WALL S. 15-58'45" W, 29.86' APPROXIMA TE LOCA TION FLOOD ZONE DEMARCA TlON ~_ LINES, "" I -~ I " ~ .l 36' \ I '4 I. ~ 77-21 I 29.9 :j 'o/~ ~ i .. . (, CEDAR STREFT 40' RIGHT-Or-WAY 20' ASPHALT PAVEMENT' ,. VERT CURB - ',t , '.', , I , ,I , . , " ; ., ~, , , , r' , , , ,:.... r .' , ~. Ir-", I f '" "'I r ,', ,,~ ' --So 89"05'15" f. 0./.1 . III\~I ! r; II ~" I 'J I. 1 I,' ~'- ./.' 4 I i ,-~.' SCALE. 19.40' 40 20 80 o 40 .. J ... tJ} , " .~ .. EB #5936 " z ~~ 0 00 - eou l- . . ~ ~" ~z I- 'llt~ ~ -Do 0 ~V\ ""~ Do ez V\ - Z x~ ~ ~:x: ~ ~u I- ~III ~I- eoV\ . ""III .z .. M.. ~ ~= I- 'llt~ Z ~~ "". III ~III t - z 0 ~ - > Z III . 0 M ~ ~ Z 11I11\ - t:1I\ Z :)~ V\M Z M .. ~ I-~ .. t:~ Do ~- I-~ Q V\O ... Z ~~ ~ z .. ~f5 .. "'1- III~ . ~~ .. ~~ - ,..~ > - o~ \J ~u ~ES Comm.: 0430 I r Drawn By: B.J.V. I r-- Checked By: H.G. I Issue Date: 09/27/04 Revisions: No. Date Descri tion -Lt. _ 11/18/04 PER DRe 6 j~~ ,-.L 6 6 6 j. I.--=-) / . I_~__\ ;. /_\ 1\ I.~_\ /' L_\ , /\ 1..;..\ 1\ / / z :3 0- W I- - (/) Z o - I- - -I o ::E W c co :::) ...J (.) I- ::E: (.) ~ <C ~ > ~ < ><1: .0 w- >0::: CO <g <I::3~ ~ 0 0::: ...., W W , ft (.) t- '-' (/) < _o~ I- . 0::: Zz< OW ~ 0...1 ........ en (.) THIS DRAWINI ' AN INSTRUMENT Of SERVICE AND SIWl. REMAIN THE PROPERTY OF THE ENGINEER, M SHA NOT BE REPRODUCED, PUBUSHED OR USED IN ANY WAY WITHOUT THE CONSENi ~ T ENGI EER. (QCOPYRIGHT 2004 NOT PUBlISHED R C E IV \ l ( \ ~ o~ ..~~ , RAMANUJACHARI KANNAN, P.E. #38688 OV 1 8 20ttlf0PIEs OF THESE PLAtIS AF<E NOT VAUD UNLESS EMBOSSED WITH THE SIGNING ENGINEER'S SEAL PLA 'A CITY OF CLEARWATER '-..J; . C2.1 I \S~' ~~~ ~ ~~" (; ",Sr ~~'S) ~.! 4r).:t'v ~d"~ eLUDeD CEDAR STRE1,'T 40' RIGHT-OF-WAY 20' ASPHALTPAVEMENTu-- 6' VERT CURB 2nd FLOOR BUILDING UNE ABOVE STABIUZE{) NEW EMERGENCY ACCESS (SEE DETAIL BELOW) NEW 20' WIDE FIRE ACCESS HARD PACKED ALL WEATHER SURFACE TO WITHSTAND 72,000 LB. FIRE TRUCK EX. WALL TO REMAIN ~ ; NEW RETAINING WALL N. 89-" '44" W. 101.27' ---- ~. - -.....~ FIRE TRUCK TURN AROUND a C\I ~ . - ..... B__wooo DocK~~ ~ (TYP.) ~ ~ w I:!l ,"-.J ~ f:4' ;.;; "\ ;S ~ & a S7AIRS ""'" - NEW ACCESS --__ 70 PI1R1(fN(; r,'I1.RItG/ , i-NEW VALL!.Y CURB . F.D.O. T. INDEX 300 -5. 89"05'15 ,. C. 0.1."';' - NEW ACCESS TO AROVE OF(,/, 16.21 '04" 1_ 29.98' RESURFACE [ R( I) W/T" TYPE S - A: 'HALl t lief I ?I' I --;\ r \ 6' CHIIIH LINK FENCE WITH BARBED WIRE NEW TYPE 'F' C I] F.V.D. T. INDEX ,,-7: , NEW RETAINING W/HANDRAIL /I.C. RAMP F.D.O) 7. INDEX 30 (TYP. NEW VI1I LE Y CURU FD.O.T. INDEX JOr 'I NEW ASPHAL T &- B4SE ~ N . -WIfERER DRIVEWAYS EIc' eC7 W/SIDEWALKS, A 7Dc. RE. PA71U,fJ WILL BE USED. 70 COORDINATED w/cm : 7!ii 72' 58'gitlfii 1 fth, ON J.'trWE CONC. INLET TOP ELEV.=5.67 TO REMAIN ~ 77"'j),. - (..' " - - - - *1.93' E. · 12. J S. 89-28'00" ~ 136.63' NEW RETAINING WALL Nfl{ OI,lMPSTER T2 xTO x6" THICK CONC. W/6' HIGH WALLS &' GATE FOR TOWNHOMES fT ~ ~A. MARINA S. 15-58'45" W, 29.86' I EX. GROUND I NOTE: SEE 2ND LEVEL FOR FOR VlSfTOR/HANDICAP PARKING SPACES SOD / /I 1/1/_11/1_1/1/=1111=/111=1111 ="" \\\\_ \I\_\\\\:=::\\lI:=::II\I~ IIII 4" THICKNESS GEOTEXTILE CELLULAR CONFINEMENT SYSTEM HIGH DENSITY POLYETHYLENE WEBBING, 50 MIL SUBBASSE COMPACTED TO 95% MAX. DENSITY FABRIC UNDERNEATH 4oz. NON-WOVEN NOTE: CELLS TO BE FILLED WITH EXCAVATED MATERIAL AND ENTIRE AREA SHALL BE SODDED. 4 OZ. NON-WOVEN FILTER FABRIC TO BE PLACED UNDER STABILIZATION GRID PRIOR TO FILLING CELLS (PREVENTS SOIL MIGRATION FROM CELL AREA.) DRAINAGE FABRIC (SEC. 985, TABLE 1 FOR SUBSURFACE DRAINAGE, F,D,O,T, HANDBOOK) RECEIVED SCALE. 1".40' TYPICAL SECTION EMERGENCY ACCESS STABILIZATION N.T.S. NOV 1 8 2004 40 PLANNING DEPARTMENT CITY OF CLEARWATER o 20 40 80 I ... \Il ". .\t\l .. EB #5936 ... J .... z =t 0 00 - cov l- . . . ~'" ~z I- ~- c= ~ -A. 0 ....'" "'0 ~ !::z V\ - Z it . .:1: ~ "'v I- ~III ~... co'" . ,..11I .z .. Moo . ~... ~;c I- Z ~t ,... UI ....11I ~ - Z 0 ~ - > Z UI . 0 M ~ ~ Z III 1ft - t:Ift Z :).... ",M Z M , . .... .. ::10 ~ c=- ...c= Q ",0 ... Z 0'" . z ' .m .. ...... III. . ~~ .. ~c= - .... > - O~ U ~v [NES Comm.: 0430 I [Orawn By: B.J.V. I r Checked By: H.G. I Issue Date: 09/27/04 Revisions: No. Date Descri tion i[~~ 11/18/04 PER ORC I~- - 6~~ l;~ __I 6 /;\ _J /, j / _\ r\ - / / -_\ 1_. I _\\ ~_I '\ ,_ \ _ L - \ l ,_\ __I / / z <t -I D.. LLI I- - (/) -I - > - (.) a:I ::::) ....I (.) I- ::I: (.) ~ <C ~ > ~ <( ><c .0 w- >0:: a:I <( 9 <(I.&.. <c 5 02' ::::) W W *" (.) I- '-' tn <( - 03: I- . 0:: Z z<( OW <C 0 ...J cn(.) THIS DRAWING) INSTRUMENT Of SERVICE AND SHAlL REMAIN THE PROPERTY OF THE ENGINEER, ANI L NOT BE REPRODUCED, PUBlISHED OR USED IN ANY WAY WlTliOUT THE CONSENT .:- E EN INEER. {QCOPYRIGHT 2004 NOT rUBUSHED tl~~~ ~ RAMANUJACHARI KANNAN, P.E. #38688 COPIES OF mESE PLANS ARE NOT VALID UNLESS EMBOSSED WITH mE SIGNING .ENGINEER'S SEAl... C3.1 .....;. :-,. .'. , 1;: ',~, .',' . , ;.:.~:,' I .. ~ Z ~t ~ 0 00 ~ i= cP '-! ~ ~" " ~ ....X' ... ....- -.#. &:IC ... - A. o to- '^ A. ~Q . V\ -~ 'z )it: . .:1: a= 110 u ... 0. III ~I- CO'" . ,.. III IX ,., ;.. . .... = ... -~. Z ~ I III to- III t - z o a= - > Z III CpDAR STRLBT 40 RIGHT-Or-WAY 20' A~PHALT PAVEI.IENf- - ~ ---~- 6 VERT CURB v;/~r ~' 10; ""'-"'fX'~;r~~;{; "'-=13 APPROXIMATE ~ '--=1 LOCATION OCCUPIED ~,r?- ~; 1 ~ FLOOD ZONE I OJ '" i"I '~ --< DEMARCATION [,('I)I\.-)"~)" ~ PLUG OPENING '-1 1I N ES Iii D , fi'- A",,,, .. :' IN F/oWAll W/ '/ 12 CONG. W,(/m T/GHF- ~ '}-=~ .--';p'_~'" o;J' J. ~..... ...L. EX.SEA.:.L ... ,,,I N. 88'51 14""W. I I Ct. ~)CJ -1/':,- '7 " ._ _ _ ,,;--... _ '.' 'S7~' I I J' ~ N.. 89-J I '44," W. r~~t:Lt ~ .{,- 4,9, @ c.o.' ",,"' \ "J. -, _.~}OI.27 ,---"1 ?%rfJ' f;'/1 ! "\ , I'!i,l ~ 4-n: \ \ ....- "' .... .. ~<.; # kS p: - -- "- k ~,.. 5,0 J / ri;i--m--------- m_ --.----------..- .., 6" V.O" +17,0 . R, ! fi If. on en=! ... ~ Lol Vl "- '-~ t! 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B. 6' y EB #5936 ~,~ <:Z;:~, St-/ //~ 'l ~ '~ i'~ ..././ / :/ ~ 1I0T INeLlloro',,,,,,, ~ -< '..... ....~ / 'l~J fi;jl~, /<< ?rNE _Y. -J, - r:~~7'~'" &' \)'"~" @f""PRQPOSE,97 L..... os c;;'~ ,~ / f /l1SS}J~E~GEr ~ ~ ~'~-n~~~'/' ,~u ~~~f~D/ . i~j~,t"O /"" ~ y/ 1'~./'~ ~ ~ COv " ' ' Co~c. 7 ~" 1.1' CONCRElE ..... C;.:rc:' OM 6' '. 'il!)!) EAWAll ~~tl&!5 -' ; ;,'. C-r- ~~ ~ A'~ 'SrH~ :A1<'?):-~/7'y'A DUM"S'; ~k r,.7VC''''I<;- AREA k / cs csl::::) J:.jz~k'lc ~O . ~<:;~~ ~, ~ 'l~l~ ~~~~;~~~~...~. ~ ~\21 (~ C'ZUO/;"h .', J' ~ ...."'" ~ '" ~ cl~ ..... ~ (q ~~ (~ FP~~ ~.~fERS () ~ }. ROOr LJRIIIN JR7l1 WARLJ ELEMf:NTl1fiT .' 0 BE CONNECTED ) SmUClURF #lR / r .NES Comm.: 0430 I I Drawn By: B.J.V. I I Checked By: H.G. I ~.t .,~'" ~<f~ CL ~ UDCD r Issue Date: 09/27/04 Revisions: No. Date Descri tion 1 11/18 04 PER DRC I 6' CHAIN LINK FENCE WITH BARBED WIRE ..... ~ r--WNJEWH.IA RETAINING 1L/ ,/HMNDRAIL ' , ~\~ t ~ & / / z <( -I Q. w I- - (/) W C) <( Z - ~ C C Z <( C) Z - C ~ C) STORM STRUCTURE TABLE INV. ELEV. 6.3(EX. 24") 3.0(PROP. 24") 2.8 1.3 0.5 BOT. OF BOX 2.3 TOP ELEV. STRUCTURE TrPE JUNCTION BOX FDOT INDEX 200 JUNCTION BOX FOOT INDEX 200 TYPE "F" INLET (SEDIMENT SUMP) CORE DRILL SEAWALL TYPE "c" INLET STRUCTURE # (J) @ @ @ @ @ 13.25 ~ 13.3 co ::) -I (.) I- ::I: (.) )5 . >- . ~ <C W ii: CO ~g <C :3 u".. ~OO:: -IWW * ft (.) I- '-' CI) <C - 03: I- . 0:: Z Z<c OW <C O...J 0)(.) STORM P1PE SCHEDULE ~~~~~~~~~ TO PIPE LENGTH PIPE (FT.) SIZE (J) - @ 85 24" @ - @ 135 @-@ 35 @- @ 85 @- 0 60 o - (jJ 125 @-@ @-@ @-@ @-@ @J-@ @-(J) 4.5 PIPE PIPE SLOPE TYPE (%) RCP 2.0 4.0 0.20 24" RCP 0.22 0.57 0.23 0.33 0.48 1.8 TYPE "c" INLET TYPE "c" INLET CORE DRILL SEAWALL TYPE "F" INLET OPENING IN VAUL T WALL CONTROL STRUCTURE # 1 CORE DRILL SEAWALL TYPE 't" INLET 4.0 24" RCP 12" PVC C-900 12" PVC C-900 12" PVC C-900 18" RCP 1.6 4.0 It) It) f""- M M (jJ @ @ @ @ @ 1.0 2.4 4.8 NOTE: ALL ROOF DRAINS TO BE DIRECTED TOWARDS 1REA7MENT VAULTS UNDERGROUND 2.1 0.30 100 SEE DETAIL 24" RCP 0.22 45 0.9 12"x18 RCP 0.29 205 2.8 5.0 RCP 14 "x23 0.5 20 SC/;.LE. ~ 40 1..40' TYPE "F" INLET OPENING IN VAULT WALL CONTROL STRUCTURE 2 SEE DETAIL CORE DRILL SEAWALL JUNCTION BOX FOOT INDEX 200 TYPE P ALT. A 2.2 2.1 5.0 18" 0.67 RCP 15 @ @J @ @ 15" 0.24 RCP 105 !>~/\l \ I ',I: \ __ 80 0.9 3.25 13.2 THIS DRAWl ENGINEER THE CONSE INSTRUMENT Of SERVICE AND S NOT BE REPRODUCED, PUBUSH~ ~Et.AAlN THE PROPERTY OF THE E GINEER. (C)COPYR1 USED IN ANY WAY WITHOUT GHT 2004 NOT PUBUSHED RECEIVED C4.1 \~6~ ~ RAMANUJACHARI KANNAN, P.E. #38688 (.OPIES OF THESE PLAN _ EMBOSSED ~ITH THE S~G~NEG N8JGI~~'SU~~S NUV 1 t5 2004 PLANNING DEPARTMENT CIf( OF CLEARWATER ~ \>-\ S \l-- "'~ ~\J~ C ,--Sr ~~~'v ~ "", '" "-0:-~~t ('I, ~. NOT elUDED 6' CH^'tl lItlK F WCE WITH BARBED WIRE SANITARY STRUCTURE TABLE STRUCTURE # STRUCTURE TYPE TOP ELEV. INV. ELEV. (j) NEW SAN. M.H. 5.0 1.0 ([) NEW SAN. M.H. 5.0 (-)1.0 @) NEW SAN. M.H. 5.0 (-)1.9 @ NEW SAN. M.H. 5.0 (-)0.8 @ NEW SAN. M.H. 13.5 5.0 @ NEW SAN. M.H. 13.0 4.0 (l) NEW SAN. M.H. 5.0 (-)1.0 E. @ 6.5 (~2.2 E&W NEW LIFT STATION -)2.5 N. BOT. ?~)20.0 @ EX. SAN. M.H. 5.3 0.0 E. SANITARY PIPE SCHEDULE STRUCTURE TO PIPE LENGTH PIPE PIPE PIPE SLOPE STRUCTURE (Fr) SIZE TYPE (%) (j)-()) 290 8" pve --- (!)-@ 255 8" pve --- @-([) 65 8" pve --- @-([) 260 8" pve --- @-@ 85 12" pve --- @-(l) 100 12" pve --- ([)-@ 35 12" pve --- @-@ 145 8" pve --- CEDAR STREET 40' RIGHT-OF-WAY 20' ASPHALT PAVEt.lENT &' VERT CURB ~I I~ APPROXIMATE 1-:1-=11-: LOCATION 1--==1 FLOOD ZONE '-=1 DEMARCA liON '-i I ~ES, '-=I 1----- ~ ~ ~ .,--1 . I f-{:st'~RU rEX. SEAWALL ~."'- , N. 88~5 ,14'~ 36W. I.~ ~ N. 89-" '44" W. HYDRANT. J__. t _ I.' .57~1t. _ 0/ 01.27' - ~~7f~NEW 6~~~-;'- -:11III.------------ - 4; ----- ~......o_- '0" NEW 8x6" " WATER INY. 0.3 . of [NflI 8- PVC. W. N~ ~ _1E~ ~:w-6.:~"!.~._ _ _ _ _ _ _ _ _ __ __ _ _ __ _ _ !~R! ~~ l':_ _ _ _~_I_ _ _J!_ ~N:. ~o_~ _"'\__ _ _ _ _ _ _ __ _ _ ___ _ _ ~~'_ _ _ __ _ __ _ ~~ _ _ j .0 ~ I '~EWj x6' . . ---------------------- ------------------------------------ ---------------- fi" ,5.1 , },- - - ,t- , --,,' ".o.~ f .:j' ,\, "-J' i :1 .,i}')_,_'~.:..',_,_ -'->~~~'-'-,:\~,-,~-,-!-'-'-,-,-,-,-,-:~,-,-,~g) ~. -- T ~.<-1'_- I " S4N. INY. - 0.3 '-... .' '" , STORM INY. 2.3 "" W " ~- , 0/ ~~ \ ' y I ' I ' ....., I R:/ on O>::J ~ w~ . I I ,,1- ~ ' I I I I I I I I I . I I , - --' ~ ./ v ": y I I '10. -----------.. J , , 0 , , en '" , NEW flETEN770N VAUL T TOP EL 50 BOT. EL 21 D.H. W. EL 4.1 o ^ , ,.:} " , 5.0 \.. ,. I } , I !!J ,i--.J > ',-; ~ ~ "\ a dl ~ I ~' --~.-------: ~WOOQ DOCKS-f. \.. ~ ' (TYP.) . cw 4" ~ DR 14 F. - 36" MIN. COVER ~1-- ~ lX. CONC. s".;;;~ --------- tile ~I ['<. ,.v- ./ ,,-' l , '. .'<, .{ "J, ~". \' " , I", I,; , , , .:\' , .;;' I , // ~ /~. I / / FOR UTILITIES PLAN SEE SHEET C5.2 NOTE: WHERE UNDERGROUND WA TER MAINS &- HYDRANTS ARE TO BE INSTALLED, THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA 241. ---N, 89-,0'Ofn E. 9.62 ,Itlt' I,~:V v. 16-21'04" L 29.98' .. ;. pvc DR 1/1 r. '!fo/. COVER _3::1 [1 I . ~ ( SCALE. 19.40' 40 RECEIVED NOV 1 8 2004 PLANNING DEPARTMENT CITY OF CLEARWATER o 20 40 80 ..... .. J i 1- \I} , fII. I .\1\l .. EB #5936 j: .~ " Z =t o 00 - co \I t- I . ~ ~" ~ ~z t-~ CE : ~ '-A. O --- '^ .MO A.ez z'xt . .: ~ .. \I t- 0.=. ~'^ co... · ':'z ... "". . ~ ~... ~ ~. t- t:t Z M I WI ___... t - Z o ~ - > Z WI ..l- ..l_- N.~:26'34" W, 658.64 ___ _ ~l';[~ 'BFPCI\MX~ --- ~- ~- - ~PcC t:;: ~rll~~-;---""l;-- .- .. 'W -JI'. "'-= 12" [ " r~1 .. ... EX. 6' WALK l__ ~ *" 'l8! 26' u. t 4l2O'",~~P --j~~~;; :':'9-- --,I rt -f --$V.~ - -)-- "'r-- -- -~\. -- - ~ -- -- ' In:? I...,~ NEW 4" ~ ~ "" S. 8' 26' 34" E. 13507' ~ ~ .$ h: g~" 1J,,[ COVER ~ ~ g - - .:. - 'Ji ~ co B N g ~ ~ ./ en S. 8' 26' 34" [216.0' : ~ 'i~\ __ __ __ __ . 0 "" " 0. Z ... 11\ - t: 11\ Z :;)--- Z ~: . 1-. ... =0 A. ~- I-~ Q '^g Z 0" ~ Z .. ~ .51 ... ... I- .... . ~~ ... ~~ >- ,... - O~ \J ~\I I NES Comm.: 0430 I r--Drawn By: B.J.V. I r Checked By: H.G. I Issue Date: Revisions: No. Date It 11/18 04 ~6 /, I ~~ /\ / / 09/27/04 Descri tion PER ORe z <t ..J D.. W I- - U) U) W - I- - ..J - I- ::::) ~ co ::) ..J (.) I- :I: (.) ~ )5 ~ <t > .0 <C w- >~ CO <t ...J <c:3~ ~O~ -'" w w "" (.) to- '-' (I,) <t - 03: I- . ~ Z Z<t ow <C O...J 0)(.) C5.1 llilS DRAW1N ISUNSTRUMENT Of SERVICE AND SHAlL REMAIN THE PROPERTY OF lliE ENGINEER, #-:-. _ OT BE REPRODUCED, PUBlISHED OR USED IN M('( WAY W1lliOUT lliE CONsa t F t: G1NEER. (QCOPYRIGHT 2004 NOT PUBUSHED - '.\ ldo\.f RAMANUJACHA I KAHNAN, P.E. #38688 1~f)PIES OF TIiESE PlANS ARE NOT VALID UNlf-5S U.4BOSSED WITH THE SIGNING ENGINEER'S SfAl ... tii en. .w .. ~ ~ ~ \ I I I . J ~ ~EW 4" PVC~ DR 14 F. ~ 36" MIN, COVER ~ t^, \'uNL, ~tI\YYI\LL~ v . . I " f.... I . I ; ....-. . . . .~ s.. ~ ~ & . /12/ cr - " " " . 5.0 ~ / /'\01 II?~ IlYDRMll ~ " -'" ,rn ~! J. :011 c , I /, ~'-l~ ! JMLET ..... ~~/ q~:-~ rr 0 I \ I. h~ 1\ I f' I r 0/ If\:/ II! / ~ ~ / '\/' '" ' , / · SAI~III : . . _ ~ ~H .~ II )j ti""'C' :'( _ I ,:;, r-/ "w /~I~..... - ,..(-.-t / ~-- If " .. II! :- -~ -CONNECl NEW 6" F.M ,. "EX FM . . '" " III " ,.If' 1\0 c: ~ ( ) ,- F~I { , '" -NEW 6" F.M. 1I " :_ WATER /NV. g.o .. SAN. -riN- T1 NE IV f I'VC f)OM, W .)()" Mlf,f (Oll! II' - />NE IV ,(e--V EB #5936 ... J .... z ~~ o 00 - co \I ... . . ~ ~" L.. ~z r- ~- ce ~ -A. o ~~ A. ~z V\ -- Z )(~ ~ .x ~ ... \I L.. ~... r- ~I- co'" · ,.. "'z . .. "".. ..6iI ~ "" ~ ~- ... . z ,~~ III ,... ~... ~ - z o ~ - > Z III . 0 "" ~ ~ Z ... 11\ - !: 11\ Z ::>~ Z ~: ~ 1-. .. ::I Q A. ~- I-ce Q "'9 Z Q'" ..6iI Z .. ~ .m ""I- .... . ~~ =I ~ce > ,... - o~ \I ~\I iy~1Y 8" l'li. I. .', ~,1IN I (II I I,' I " . NES Cornm.: 0430 I I Drawn By: B.J.V. I I -- Checked By: H.G. I [_IS~U~ Date: 09/27/04 I Revisions: i 10. _ Date Descri tion i L\ .J 1/18/04 PER ORe i'. I __::.. 1\ I~ ;' /. /- !2/1N,-JfI\/. 1.;,,' q(l{m ,7)\; i,r? ~~ ~/ ,), (v \ I ,~, ",,- / / / 5 15058'45" ?_86' /// /// ~17 9>/ / / /// ./ / / / NOTE: rtEfff 1~~~ffftgUND WA TER MAINS & HYDRANTS ARE AND IN SERVICE 'p;~~Y T~H~'ciNff~tNc~/T.OANLLAEDS' COMPLETED, I, PER NFPA 241. EX. TREE LEGEND I . BAY ~ PALM ~ OAK + PINE + MAGNOLIA ~ CEDAR z <:C ...I a.. w I- - ~ CQ w - ~ - ...I - I- ::) SC ALE. 1..20' 10 20 40 0 I- r""' Zo:: \.. \ ww ". j W ~~ \ -:r ' ,'. j > -= b23 c=l C'J ~~ ..-' ---, I . , - -J:J .~~.( ..0 W O...J ~ (!)u --".:",.,... U > zu.. .c.--'.._ 0 -0 -'r -. z ~~ ~~..> W ,- ~o I O! rnn~~.u~s~ ~~~I~e:sr ",~D o~ T BE REPRODUCED~ ~~~ ~~: ~ OF mE INEER. <l::lCOPYRIGKT 2004 WAY WITHOUT NOTPUBUSHEO - I (l\ff o~ e_~ - RAMANUJACHARI KANNAN, P.E. #38688 COPIES OF THESE PLANS ARE NOT Yo - EMBOSSED WITH THE SIGNING ENGIN~'SU~~ CD ::) ..J (.) I- ~ (.) ~ <( ~ > ~ > .~ <( W~ CD ~g <(:3~ ...... 0 c::: .."WW ,,, (.) t- '-' C/,) <( - 03: I- . c::: Z Z<( OW ~ O...J ~ 0)(.) C5.2 89010'02" E- 9.62 ' CEDAR STREET 40' RIGHT-OF-WAY - - - - 2-0' -ASPHALT- PAV~;ENr- - --- - 6" VERT CURB ---- =-~ 7 f ! V?I I~ APPROXIMATE 31-l3 LOCATION : ~ FLOOD ZONE 1-=1 DEMARCATION I -i , ~NES I --l ,_____ ~'~ I~ I, I.;j" ~ ~.~ Q . N. 89.026 '34" W. flJ<;l1iIRU rEX SEAWALL ..;&,,,,-,~ N. I 14 '1 "W. : ,~ ~ N. 89 "II '44" W. r;~.~ -=-~- - . .;J''''''-~~F~=-- _;58. ~4A, .-/' ~;-,--w;.:'---"'. Cnn n~v "'=- ~ =ll~T ~~-- .. ~1J'''' 0 . "-"'\^P / _ ~ s~' _ _ .~"i> " ,. ~ _ ~~~~7~ _ ""~~ ~ 1-----.,l2!;..2l: _, _" ..... / / ?!I.:.<.../~/ ;: H CONCRETE S~!WALL" ~. V~ 'Y Spf____NEW 6" PVC F. 49 - T ~ " '0/ r U- -U-u ~~. ...'C:\~ Mew 8" 6" WATEI?' ~ '_' ..Mi.. ---..III" " --- '\- , .- , _.. [NEJ:Y 8 PVC. W ' r Y lye I X ""\ ~~ ~/[f[R ,~.~, ,.. ,111" ,tI'-,\i:rrc ~x. 6 WALK \ 'c ;.. NEW 4 TEEi). ~EW 6"x4" REO. ..'" _,_. I 36' MIN, COVER \ ,.~ TEE +1',0 uP, n~, ;" n'-'A F~~ - -- - R~~--~~K:~-?::=~::":' --="-~--"V~-: r---.... :"", '=.-.. - - - - - ..,..... - - -- - -- J.- - '" - -- - -- .. -- - - - . - u - -,.I;I; ,- ~ l::": -- - - -- - - -- - - -- - - -- - - -- -- - -- - - -- - - -- -- - -- -- - - -- -1IJ:8I- __l.,~. .J - - -- - - -- - - - -- -- - "\ - - - -- - - - -- - -- - - - - -- - -- __ .. __ _ __ _ __ _ _ __ __ __ _ __ ~~ _ _ __ _ -.f"#" ~ 'to l s, 135,07' --r-, " .~. \-S, 89"05"5" l. 12: 36' MIN. COVER i:l~ 0;:_ - - - - - R. /: 'J~ ',,' ',,' ", I I ", '" , ::: . '.. 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" , "MH " -1" , - "" ( . 41~1;l, ri 'c. - lJil;, S 890'28 '00" w. ~ _ ... ---cV v FLUSH THRU, ~ I " ~ .. /~I s 5:.i\ "'.... ~~15f,ii. .. "'I l::r:>FR' :~~. . fliti:ru" 'fIWi ~ . '3#: 63' · LJ~ 1j 'r6~- !J~ - - ,.ff ~ -} HYDRANT ,,\ I .. " ~~'l f ~ .. N. 'i~~k~T~ '" -\7 V ," is .~~ ~ EX. TREE LEGEND ~ ~, M;E CONe I \~n[V,'5.67 . 77? ,.~,.~~~. ~~~E- <&>.-:; $;- INV. .1.33' TO REMAIN EX. MARINA 29.9Ut~. BAY ~~~ffESS .t ~. s. 15"58'45" W. .j- 7 .Jlt. PALM ... 29.86' J' "'" ~ + . ~ OCCUPIED # 303 6' WOOD s. 8' 26' 341 [ 216,0' - - - - - - - - - - ~ / -N. J 6021 '04" [, 29.98 ' & ~ lJ..; \ l..:" "',," ....... ""'- 'v ""'- I~ I / ;!; ~ ~ a " /', / ~ .,... l\lICHOL~{)t ,) ~Tr~EFT ..... -.-., --~ ------ --- .-- SCALE. 1..30' OAK PINE C I- Za:: MAGNOLIA Ww W -.:r ~~ > = ~~ = CEDAR C".I cE~ - 0:) Ww W ~ O-J " U >- (!)u Z u.. . 0 -o- W z Z i= _. Z " C::: 5u '. c.. 30 o 15 30 80 .. J 1- tij In. .~ .. EB #5936 t~~r ~:r:. .. " Z'~~' 000 t:. cp "! . ~" ..~Z I-:~ ia ft '-A. O ,... '" I"4Q A. !:: z z xi . .x ft U.V L... ~... r- ~.. co: · ~Z' .. M.. .JI ~... ~ ~- . I- ;:: ~ Z 1"4 1 III ,...... t - . Z o ft - > Z 1M . 0 M \:I ~ Z ... U\ - t:U\ Z :),... z ~~ . ... .. ::: Q A. ~- ..~ Q "'9 z Q u. .JI Z .. ~ .f5 .. ..II.. .... . ~~ =I ~ ~ > ... - 0: \J ~v I NES Comm.: 0430 I r Drawn By: B.J.V. I [CheCked By: H.G. I 09/27/04 Deseri tion PER ORe / / <= ...-.. > .... Z 0 CI) W Z - ......I a::: w l- I ~ '-' Z <t ......I 0- LLI I- - CI) CI) LLI - I- - ..... - I- ::) ~ ::) -J (.) I- :E: (.) :g ~ ~ <( > .0 <C~02 ~ <(9 <c S~ ~oo:: ....I W W ,,, U I- '-' (I) < - 03: I- . 0:: Zz<( ow <cgcj ~ .. C5.3 THIS DRAWI~. IS AN INSTRUMENT Of SERVICE AND SHAI..l RElWN THE PROPERlY OF THE ENGINEER, ""~DONOT BE REPRODUCED, PUBUSHED OR USED IN AI('( WAY WITHOUT THE CONSL.) THE ENGINEER. {QCOPYRIGHT 200.. NOT PUBUSHEO ~ ~ 'l l~ t1v - - RAMANUJACHARI M NAN, P.E. #38688 COPIES OF THESE PlANS ARE NOT VAUD UNlESS EMBOSSED WITH THE SIGNING ENGINEER's SEAL Vl W ~ . co ~da~.X2-1/2.X1/2. 4.x3/S.' ANCHOR STUD GRATE FRAME W/STUD. STEEL FRAME W/2 ANCHOR STUDS PER SIDE - EQUAL CENTERS. GALVANIZE AFTER FABRICATION NOTE: ALUMINUM BARS <<>> 6" O.C. ANCHOR 8TAN>ARD DETAL 18" / ASPHALT <<>> 1/4" r' ~21 PER FT. MIN. L:"-~- -,--~._--- -,' "I)~l EXCEPT AS NOTED ~IU ',~;~,,'~~:c~h~ L1MEROCK BASE F.D.O.T. CERTIFIED COMPACTED TO 98% MAX. DENSllY TOP VIEW SUBBASE COMPACTED TO 98% MAX. DENSllY CAST IRON RETICULlNE GRATE, TRAFFIC TYPE (H-20 LOADING) W/2 SIDED GRATE SEAT _ 8" CONC. WALL 4000 PSI 0 28 DAYS #4 ; 012" O.C.E.W. NOTE: 1. CUT PIPE FLUSH w/INSDE FACE OF WALL. 2. MORTAR BOTTOM TO MATCH INVERT OF OUTFAlL PIPE. ON SITE PARKING & DRIVEWAY SECTION N.T.S. SIDE VIEW 1-1/2" lYPE S-3 ASPHALT <<>> 1/4" 'P . . '.. PER FT. MIN. '.. ;,.) ;)'}/;~;;;irtT,r'f..-i'Yi*:#1d;'if~{.::J'1 EXCEPT AS NOTED ~: ;,.(, ~:j r. .f.. :][..:,..ilJ,.{,.)' 11,}..1>.(7: r.,fi 8;;t ':.1 ".~,l Y.I;. l' 1. ,..... ./,i I f.J f:'.'lit:!; ~~ {'! ff t Jtl./' lIt Yo. t'.'l .r: ,', ,', ~_':_'_ ;'iW;{~'fi~tij\(\i~\if\~~\\\r~~Eii ii'~=i r~ 6" L1MEROCK BASE .'" ~ F.D.O.T. CERTIFIED COMPACTED TO 987. MAX. DENSllY SUBBASE STABILIZED 40 L.8.R. COMPACTED TO 987. MAX. DENSITY N.T.S. NET DET AL MITERED END SECTION DETAIL N.T.S. ('f) () a. ~ ro L- o a. E C1> - --- ~ "<t I"- o (0 ~ () o 10 o ..- Q) -, C OJ '00 C1> o ~ <{ ..- ~ N N ..- ..- "<t o o N -- to ..- -- ..- ..- OJ == "0 Cf) -l <( I- W o ~ ro C 'C ro ~ >- ro co L- C1> - ro ~ ro C1> Q, o ('f) "<t o -- 1Il - () C1> '0 L- a.. o <{ () o - ::l <{ "<t (.) o ~ 1Il ~ l>= t5 C1> B L- a. "0 ro () o - ::l ro 1:: (l) c: (l) 1Il ~ NEW SURFACE (SEE NOTES 1 & 2) . . i. BASE 1-1/2 TlMES EXIST. BASE (9"MIN.) . :', : ,:,' , I (SEE NOTE 3).' I' i I': I .< I' . I "";--."":-':"'....:-2....:_ ' ~ ~ ~ ,., , ...:~_..:~~- 1" I 2' .'. 2' I l' --'--l c-:' TRENCH . . BACKFIll (SEE NOTE 4) ~..'Of-; I VARIES 1 IN R.O.W. & DRIVEWAY SECTION N.T.S. NEW BLDG. EXIST. SURFACE ROOF DRAIN r( .',' I I ! UTILITY (i.e. SANITARY SEWER, WATER SERVICE, . . FIRE LINE OR STORM DRAIN) BY SITE CONTRACTOR TO 5' FROM BLDG. '-",' """~J :?;.':~~~~:~,~~,~' '~ FIN. GROUND UTlUTY WITHIN 5' OF BlDG. BY PLUMBING CONTRACTOR. FINAL CONNECTlON BY PLUMBING COtorTRACTOR UNLESS OTHERWISE COORDtN4TED BY THE G.C. REPAIR OF PAVEMENT CUTS N.T.S. FINISH GRADE TO 1" BELOW EDGE OF WALK MEDIUM BROOM FINISH CONC. WALK EXPANSION JOINT 1 -1/2" RADIUS VERTICAL CURB PAVING BASE 11'1. .. III1 .1!'.illl'W IlilLJ ilil I 1-L-l1111 COMPACTED SUBBASE NOTE: PROVIDE 1/4" CONTROL JOINTS <<>> 4'O.C., 5' O.C., 8' O.C., OR 12' O.C. & 1/2" BITUMINOUS EXPANSION JOINTS o 40' O.C. FOR 4' SIDEWALKS, 50' O.C. FOR 5' OR GREATER. CURB/W ALK DETAIL N.T.S. ------------------------ . .... ..,.. ,,'" ". . ..... , . ,.. .. , . ...., , . . . :. .:,..~n:~..~t~?':.~.9.~..f.. ~~~~:~ ::: :co. i . CD -~L- 6" 6" t-t 1-1 ~IDi -~L- HANDICAP PARKING STRIPING DET AIL N.T.S. UTILITY CONNECTION AT ALL BUILDINGS N.T.S. ,- MEDIUM BROOM I FINISH CONC. WALK ;' r FINISH GRADE TO 1" BELOW / EDGE OF WALK 2' lEVEL " lEVfl SHOULDER VARIES (SEE PLAN) : I :;OOULDER I, SOD . ~SLOPE 1/4;4;[0 FOOT,] :0 I 1111111'1111":1111- IlIkln(:III:='11 . . ~ COMPACTED FILL OR UNDISTURBED SOIL WHEN SIDEWALK IS TO BE REMOVED &/OR NEW SIDEWALK IS TO BE ADDED, IT IS TO BE REMOVED TO THE NEAREST EXPANSION JOINT. NOTE: PROVIDE 1/4" CONTROL JOINTS o 4'O.C., 5' O.C., 8' O.C., OR 12' O.C. & 1/2" BITUMINOUS EXPANSION JOINTS o 40' O.C. FOR 4' SIDEWALKS, 50' O.C. FOR 5' OR GREATER. SANITARY SEWER CLEAN-OUT DETAIL N.T.S. CONCRETE WALK DETAIL N.T.S. EACH PARKING SPACE SHALL BE CONSPICUOUSLY STRIPED IN BLUE AND WHITE PAINT, AND SHALL BE POSTED AND MAINTAINED WITH A PERMANENT, ABOVE- GRADE SIGN BEARING THE INTERNATIONAL SYMBOL OF ACCESSIBILLl1Y AND THE CAPTION "PARKING BY DISABLED PERMIT ONLY". SUCH SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. ALL HANDICAPPED PARKING SPACES MUST BE ~GNED & MARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY THE DEPARTMENT OF TRANSPORTATION AND A.D.A. ,. ~ 'I BLUE BACKGROUND II . 00 II ~I WHITE BACKGROUND WHITE . BACKGROUND to SYMBOL SHALL BE 5 FT. HIGH & WHITE PAINT COLOR EXIST. SURFACE SAW-CUT EXIST. EDGE OF PAVEMENT & BASE NEW SURFACE D.'... j2~ ......:.......'.':.'...' .;...;:'......+:1 I..Rt/:~. ~ '~<~..>~:...:_;r~' ~:-.......... <" -----to ; .....-.. . ."; (;. ').",I..r-- EXIST. BASE ,-~ ',Y'", T'" "'"/....,,-L- . 'r' ~t:( ;,.(.;' .~' ;".:....I-...:.~ r NEW BASE ,::'ii n:::i nr.n(~ih.L1Hi NEW SUBBASE PA VEMENT TRANSITION DETAIL N.T.S. FILL GROUND AROUND BLDG. TO 3" BELOW FIN. FLOOR ELEVATION & SOD MAX. SLOPE 4: 1 MIN. SLOPE 2% GROUND PREPARATION A TALL DUILDINGS N.T.S. U.S FOUNDRY 7623 COVER TO BE MARKED "SEWER CLEANOUT" IRON BODY FERRULE WITH BRASS SCREW PLUG JONES PLUMB. CO. T 466CSK OR EQUAL 6" PVC 8" MIN. CONC. ENCASEMENT 6" PVC 1/12 BEND 6" WYE ~ PLUG 6"x4" REDUCER (IF REQUIRED) 1-1/2"R HANDICAPPED PAVEMENT SYMBOL N.T.S. HANDICAP PARKING SIGN DETAIL N.T.S. 1-- FINISHED GROUND~ 1 "DROP SEE PlAN P/l PLACE SOD 1/2. BElDW PAVEMENT FIN. GRADE PRIOR TO SODDING POSIT1VE DRAINAGE (4: 1 MAX) MEET EX. r/'/' l~[JiL:f . "I ~,,~.~ .... ,,,..,,, "-- COMPACTED GROUND SEE PlAN P/l PlACE SOD 1/2" BELOW PAVEMENT FIN. GRADE PRIOR TO SODDING POSIT1VE DRAINAGE (4:1 MAX) MEET EX. "-L COUPACTro GROUND GROUND TRANSITION AT THE PROPERTY LINE N.T.S. 6" ORIFICE SOD DISTURBED AREA # 57 ROCK FILTER MEDIUM (6" 1111 1111 IIII illl UlJ COMPACT ___ 1111 FILL ---= on rm 1111 III 1111 1111 FILTER MEDIUM 30 MIL. IMPERVIOUS MEMBRANE VAULTS #1 & #2 SECTION THROUGH UNDERDRAIN N.T.S. 3/4" SAMPLING COCK SAMPLING ARRANGEMENT INSTALL 2" PLUG (AFTER REMOVAL OF SAMPLING ARRANGEMENT THRUST BLOCK Note: LOCATIONS OF BLOW-OFFS FOR WATER SAMPLING TO BE PER PINELLAS COUNlY HEALTH DEPT. ENGINEERING DIV. CLWTR. OFFICE 538- 7277 BLOW-OFF & SAMPLING POINT N.T.S. TOOLED GROOVES 3/8" WIDE, 3/8" DEEP, 3" O.C. TO BE MADE AT IINITIAL POURING //'- PLACE SOD 1/2" BELOW PAVEMENT NEW ASPHALT - FIN. GRADE PRIOR :~'i:;E,. ,., ~_ ~~:IT~:::'NAGE " 1~.l/_~,1</~./ ...~~...}.I..\.l,i"'l WIlL '/1 -~--_'.-.:...:..~ I "'l '\ h . , "', . ,', .,-, "-'-...... , ~COMPACTED GROUND PLACEMENT OF SOD AT PAVEMENT N.T.S. FIN. FL., I " ACE CONe. :':LAB/WALK 1" BELOW FLOOR > LEV. EXCEPT AT :'lOORS REMAIN FLUSH. 'XPANSION JOINl ';LOPE AT 1/4" r'ER FOOT .0: 1 MAX. SLOPF ';OD NEW BLDG. :1 'II' I ,'i. :OTES: . PROVIDE 5',5',4" '.IICK CONC. SlAB o ALL EMERGENCY EXITS. 7. CONFORM TO /lOOVE JHAll FOR PlACING 'YAlKS AT THE BLDGS. 2.1 PLACEMENT OF CONCRETE SLAB A T ALL BUILDINGS N.T.S. .~RAl!~!""'''N 1m"_......~..-.~ ~ :i WA; ER MAIN __~: ORM DRAIN ~ -- q 1/\" MIN. VERTICAl ClEARANCE I CD ~ ~ -~~~1 ::~l '" ~'O' '" FOR A MIN. OF 1 0' EACH WAY + FROM ll. OF WATER MAIN WHEN THE VERTICAl ClEAIWlCE BE1WEEN I WATER It SEWER MAINS IS 18" OR LESS. 16" DR MOrE VERTICAl CL I ~~~W~~~~~=-:=9- P.V.C. OR V.C.P. SAN. SEWER GRAVITY MAIN 1iQIE; CONCRETE ENCASEMENT OF SANITARY SEWER GRAVllY MAIN IS NOT PERMITIED. GRADE -'-'~'~ . . <O~ ~ WATER IMIN 1')::1: + - 10' MIN. HORIZONTAl ClEARANCEs$ STORM SEWER +. OR SAN. SEWER---./ GRAVITY MAIN VERTICAL CLEARANCE HORIZONTAL CLEARANCE WATER MAIN & SA NIT ARY SEWER CLEARANCES N.T.S. GALVANIZED METAL SIGN POST WITH 3/8" HOLES DRILLED ON 1" CENTERS CURB HANDICAP RAMP DETAIL N.T.S. SIGN POST DETAIL N.T.S. CURB CURB /// -=~<. -/. /__;/-;:/ , r 1 l Jsr I Cl mr~ / FLUSH CURB RAMP DETAIL N.T.S. - CURE3 ... \Ii rn. ... J .~ .. EB #5936 " z :5tt 0 00 - co'" l- I . . ~~ ....% I- ....2 ~ -D- o ....V\ 1"4~ A. !::% V\ - z xt . ~:I: ~ ~'" I- ~III ~t- COV\ . 1"411I 1% .. Moo . ....=1 ....~ I- ~t Z 1"41 UI ....11I ~ - Z 0 " > Z UI . 0 M " ~ Z 11I11\ - t:1I\ Z ::>>.... V\M Z M .. . t-~ .. :~ A. ~- t-~ Q V\O ..I Z ~~ . % .. ~f5 .. ..It- III~ . ~~ .. ~~ - ...~ > - 0: \J ~'" I NES Camm.: 0430 I I Drawn By: B.J.V. I I Checked By: H.G. I / / 09/27/04 Descri tion PER.DRC (I) ...J - <a: .... w C LI.I I- - U) .....I - > - (.) a3 :J -I (.) I- :t: (.) ~ )5 ~ <c >c::c .0 W- >~ a3<cg c::c <c LL. ..J ... O~ ...... W W ..J U l- e;) U) <c - 03:; I- . ~ Z Z<c OW c::c co ..J coU THIS DRAW1Nt , ., ENGINEER, N I S THE CONSEN JF Q I- Zo:: W W lJJ -::t- :? ~- .=::t' > = Ck~ = '" ~~ - W 00 W i..JJ ,......, O....J U >- 0U 0 Z u. z -0 W z. z (.': ~ ..-;" .- ........0 n.. ""'--- REPAIR OF PAVEMENT NOTES: 1. ASPHALTIC CONCRETE PAVEMENT SHALL BE MECHANICALLY SAWED AND ALL SURFACES TACK COATED. 2. SURFACE TO BE CONSISTENT WITH EXISTING SURFACE AND THICKNESS; WITH MIN. OF 1-1/2" ASPHALT F.D.O.T. lYPE S-3. 3. BASE MATERIAL SHALL BE PLACED IN 6" COMPACTED LAYERS TO 98% OF MAXIMUM DENSITY AS DETERMINED BY MSHTO T -180 LAB REPORTS ARE REQUIRED. 4. BACKFILL FOR TRENCH SHALL BE PLACED IN 12" COMPACTED LAYERS TO 1007. OF MAXIMUM DENSllY AS DETERMINED BY MSHTO T -99, LAB REPORTS ARE REQUIRED. 1/2" WIDE WHITE BORDER AND SYMBOL SIaN 8PECF1CA 1lOOS PARKm BY 1. 18"x 12" LOGO SIGN DISABLED 2. 2 SIGN COMBINATION 1" SERIES "CO REFLECTIVE SHEETING PERMT LrnERS ON.. Y 1/2" BLACK 3. LrnERS TO BE BORDER 1" HIGH SERIES "CO 1.5" 4. SIGN TO BE MADE OF $255 FIE - 1 " ALUMINUM 1" 5. POST TO BE MADE OF F.S. 318.14 1" GALVANIZED STEEL 1.5" (SEE DETAIL) 3" 6" 3" 6. SIGNAGE PER A.DA F1P - &G REQUIREMENTS --- 1"1" ~ I Y'ooo "'" CONC. .h ~ I ~ ,( \.'\4 ~ -; . ___ p'AMANUJACHARI KANNAN, P.E. #38688 C ,PIES OF THESE PLANS ARE NOT VAUD UNlESS '::MBOSSED WITH THE SIGNING ENGINEER'S SEAL C6.1 INSlRUMENT OF SERVICE AND SHAlL REMAIN THE PROPERTY OF THE L NOT BE REPRODUCED, PUBLISHED OR USED IN Nff WAY WITHOUT E GINHR (DCOPYRIGHT ;1004 t!m f1IJRUSHED .j.' "- J Z =t o 00 - co '" ... I . ~ ~~ ~ ~x ... ~- . ce ~ -A.: o ~Q A. t:x V\ - Z xt . ~:a: ~ II. '" L- ~ III r- ~I- co'^ · ':'z .. M.. ~ ~.. ~ ~. ... ;:: t Z 1"4 I 1M .... III ~ - Z o " > Z 1M " NEW HANDRAIL NEW HANDRAIL NEW 6' CONC. WALK NEW HAND RAIL PARALLEL WI STAIRS NEW 6' WIDE CONC. WALK I Ii.. tij en. 4' SOD SOD NEW RETAINING WALL HEIGHT VARIES wi STEPS I, NEW lYPE "F" CURB / F.D.O.T. INDEX 300 \ 1\'" II '; \ 1\h'11 <..: NEW lYPE "F" CURB / F.D.O.T. INDEX 300 <3 STEPS <1.4 ...s <3 <1.4 ...s " 4 i,a. NEW BLDG GARAGE EL. 5.0 EX ASPH. ROAD OVERLAY 1" ASPH. 4 WEEP HOLE (lYP.) A .<3 'a NEW BLDG GARAGE EL. 5.0 SOD NEW 4' WALK 4 <1. <3. WEEP HOLE (lYP.) ...s ..,.e . .d ~.4 .d<t .4 .d .. 4, I _ <CI. - . <3 .d<t 4 .......... ......... <3. <1.4 : ~ till .. NEW RETAINING WALL Wi HANDRAIL .d .' 4. I . <CI - U.D. . 0 M " ~ Z III 11\ - t: 11\ Z ;:).... z v:: . I-~ .. I::: ~ A. ce- I-ce o '^g z ~... ~ Z .. ~ ~m "I- III~ . ~~ .. "ce ;: ~~ :;. O~ \J ~ '" U.D. U.D. SECTION A-A N.T.S. SECTION B-B N.T.S. P/L P/L NEW HANDRAIG 30' 2' SOD 20' NEW ASPH. ROAD 2' SOD 12" ~ EX. GROUND 20' NEW ASPH. ROAD 3' SOD SOD VARIES :.d . I ' EB #5936 . + .- " - <3 <3 (J) W 0::: ~ " I NES Comm.: 0430 I I Drawn By: B.J.V. I I Checked By: H.G. . I EX. GROUND WEEP HOLE (lYP.) . . . . . .. .a . . . . . . . ....... . <3 NEW RETAINING WALL wi HANDRAIL ......... ......... ......... - ......... ......... . . . . . . . . . EX. RETAINING WALL Issue Date: 09/27/04 Revisions: No. Date Descri tion 1 11 18 04 PER. DRC ~ U.D. WATER PROOF SECTION D-D N.T.S. 0- U.D. SECTIO_N C-C N.T.S. <3 a. ~ e! o a. E a> ~ NOTE: ALL ROOF DRAINS TO BE DIRECTED TOWARDS UNDERGROUND TREATMENT VAULT NOTE: ALL ROOF DRAINS TO BE DIRECTED TOWARDS UNDERGROUND TREATMENT VAULT ;;c ~ I'- o co ~ () o I{) o ..- ...... a> -, c: OJ 'iij a> o :E <( I{) C") C") N ..- ..- 128 LF OF~ 6" U.D. INV.l.6 C.O. (SEE DETAIL) ~ 6" ORIFICE INV.2.1 C.O. C.O. o o 24 ,kF. OF 6 U.D. 6. PVC 24' 22' -8" 20' 22' -8"' .~ ( ~ o o N -- co ..- -- ..- ..- a:I ::;) ...J (.) I- ::J: (.) ~ ~ ~ <C > .0 <C ~ ii: a:I <c g <cLI.. <C c5 ~.. ::;) W W ,ft Co.) I- '-' UJ <C - 03: I- . ~ Z Z<c OW <C~c3 MANHOLE MANHOLE 8" RCP OJ ~ '0 en ...J ~ I- W o :::::.. ro c: 'C ro :E >- ro m GRA TE EL. 6.3 GRA TE EL. 6.3 24' GRA TE EL. 5.0 GRA TE EL. 5.0 133' o .4 TOP 4. SKIMMER (2 SIDES) EL. 5.18 8" CONC. SKIMMER (2 SIDES) EL. 3.68 8" CONC. U) -I - c( I- w C w ..... - U) ....I - > - (.) BOll' 3.43 6" ORIFICE 4" CONC. WALl INV. 2.1 4" CONC. WALL_ 18" RCP INV. EL. 2.1 19"X30" ERCP INV. EL. 2.1 BOTTOM EL. 2.1 L- a> ...... ro ~ ro a> Q. I BOTTOM EL. 2.1 24 L.F. OF 6" U.D. INV. EL. 1.6 (SEE UNDERDRAIN DETAIL) o C") ~ o -- l/J 1:5 a> '0 L- a. o <( () o ...... ::J <( ~ o o ~ l/J ~ 1<= 1:5 a> '0 L- a. '0 ~ o ...... ::J ro -c: a> ~ a> l/J ~ .. UNDERGROUND TREATMENT VAULT #2 N.T.S. UNDERGROUND TREATMENT VAULT #1 N.T.S. Q w > - W U w (k: I- Za:: Ww 5t--, ~.. <( tk:3: <(~ 0..:<( LULU 0-1 0U zLL- -0 Z , zr-: .::5u a.. THIS DRAWIl'<G ~ AN INSTRUMENT OF SERVICE AND SHALl RElolAIN THE PROPERlY OF THE ENGINEER, AN HALl Nm BE REPRODUCED, PUBUSHED OR USED IN AI'l'( WAY WITHOUT THE CONSENT THEl ENGINEER. ~COPYRIGHT 2004 NOT PUBUSHED -:r = = C""-J C6.2 ~ ~ -/V' ~ \ , I filIu\.( -:: _. RAMANUJACHARI KANNAN, P.E. #38688 COPIES OF THESE PLANS ARE NOT VAUD UNILSS EMBOSSED WITH THE SIGNING ENGINEER'S SEAl. 00 ........., >- a :z . . .. z J ~t 0 00 - co'" l- . . ~ ~" " 'lItZ I- 'lIt~ ~ -A. 0 ....'" ,..~ A. !::z '^ - CEDAR STREET z xt ~ .:1: ... tJ} ~ ...", 40\ RIGHT -Of--'-- W ^ Y I- ~III ~I- co'" . ,..11I ___ - ___n_ rn. .z 20' ASPHALT PAVLMENI ... 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MG 2 1/2'-Co.L!0'HT 115 0 NeriuM oleo.neler Dleo.neler OL 3-Go.l,24 'ht,36' of:: 4 ~ Quercus vlrglnlo.no. Southern live oo.k QV 2 1/2' -Co.UO'HT 95 * So.bo.l po.lMetto Po.lMetto SP B 8. B,lO'CT + 560 8 ViburnuM oeloro. tissiMUM 0. wo.bukl Awo.bukl ViburnuM AV 3-Go.l,24'HT ,36'0 ~ 11 . \r/o.shlngtonio. robusto. Mexico.n fo.n po.lM \r/R B 8. B,10'+CT EX. TREE LEGEND . BAY * PALM ~ OAK + PINE + MAGNOLIA ~ CEDAR SCALE. 19.20' 20 o 10 20 40 14 LF.-2' WO ~ _0-_0 I I I APPROXIMA TE LOCA TION FLOOD ZONE DEMARCA TION LINES OCCUPIED # 303 6' WOOD I 1.& ......., t '" I I 0 I I I 1.1_: 12' / l~. / 7f ~~~~m \ .~.-'" . . - - . . -"- - . . .1. -+ J. · · · · · · " ,. I . 1M I ~> ;-8QX-~-~----- - -------~ I NES Comm.: 0430 I l_ Drawn By: B.J.V. I [ - i:hecked By: H.G. I u :z: o u I ........ ...... , ...... I "- '.......... ,.. ... .' ffI . ...." . . "- . . " . , , . . " . . , . \ . . \ , , , - -,~ - - - - "- " "- ...... -. I I , , ~ , "- " " ""- ...... ...... "- :-... 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BAY I ~ PALM ~ OAK I ... tJ} + PINE en. + MAGNOLIA ~ CEDAR I Qunntity SYMbol Scientific NnMe COMMon NnMe Code NnMe Plnnting Size 100 p Juniperus horizontnlis Creeping Juniper PJ 3-Gn1.12'x12' 415 llOIOIE Liriope Muscnri Big blue lily turf LM 1-Gnl,12' full 350 /I Rnphiolepls indicn Indinn hnwthorn IH 3-GnU2'x12' 62 <:t Bougninvillen spectnbilis Bougninvillen BU 15-Gnl, TRELLIS 15 @ LngerstroeMin indicn Crnpe Myrtle LI 2'-CnUO'HT 5 () Mngnolin grnndiflorn Southern Mngnolin MG 2 1I2'-Cnl,lO'HT 115 0 NeriuM olennder Olennder OL 3-Gnl,24'ht,36'o 4 OJ Quercus virglnlnnn Southern live onk QV 2 1I2'-Cnl,10'HT 95 * Snbnl pnlMetto PnlMetto SP B 8. B,lO'CT + 560 8 ViburnuM odorn tissiMUM n wnbuki Awnbuki ViburnuM AV 3-Gnl,24'HT ,36'0:= 11 . 'vInshlngtonin robustn Mexicnn fnn pnlM 'viR B 8. B,lO'+CT '" --------. · FPC X---- 12" -$ .2" EB #5936 ---- -=-~--~- CONCRETE S~~rLL /'1 24" EX. 6' WALK .~ III .. 12" -~ii-dx- 12" . 12" 2" u :z: o u 2" ...._.._...I-~j....... . I . . I FPC ........................................................... ...............~....~........ ....................... ~< WOOD DOCKS ~ ~ ~ ~ (TYP.) ~ ~ ~ ~ u o o ~ .. ~ " .__IIl!II"'''''' o o o ~ --' --' -ex: 3:: -ex: t..U (/) , , z ~~ O "" -< '. 00', _. co \I ~ ~~ ~ ~z t- ~it ~ -A. O ~'^ 1'41" A. ez Z xi . ~:x: ~ ... \I L.. ~ 1M r- ~... co: · ':4z .. "".. ..1# ~ =I ~ ~~ t- t:t Z 1'41 I .... ~ 1M ~ - Z o ~ - > Z .... . 0 "" ~ ~ Z 1M 11\ - t: 11\ Z :>~ Z ~= . ...~ .. t:I" A. ~- ...~ o '^g Z ,,'" ..1# Z .. ~ ~ei .. ...... IM~ . ~~ .. ~~ >- ..~ - o~ U ~\I I NES Comm.: 0430 I Drawn By: B.J.V. I I Checked By: H.G. I r-r) , , OO[}1) "0 ~~ I ~fv) ~ ' "",. , YJ~I ~~ ~. , CONCRETE ~--- 'tI ~ '\ x.. \<- IQ()~'\ \'\ \)~S\ . . ..~ .. I ~. ~I ~: ~I I .. 'tI ~'\ x.. \<- \ .0 I S~. ""~'.'~.~~. "" --------- - ---- -- - -------- -""7 ZONE B.F.E. VE-12 12 ' cr- PILlNG(TYP.) Q ...... ZQ: W UJw --"I"' ~~ > ,= 0:3: = ....., ~~ - W I.J.Jw r-i 0-, () >- 0U 0 zu. -0 \.~~'-l\) ') w z: ~~ a::: ,::5- Q..U EX. BOA T DOCKS o WOOD DOCK ~(TYP.) 'tI ~ '\ x.. \<- 111I 1II1 1111_ z! :3 0- W t- - (I) W 0- <C (..) (I)' C~ Z: <C: -I, 6' CHAIN LINK FENCE WITH BARBED WIRE 1.1' CONCRETE SEAW ALL I NEWRETENTlON VAUL T #: Ter EL. 6.3 BOT. EL. 21 I D.HW. EL. 5.4 SCALE. 1..20' .... 20 0 10 20 40 -----~-~=~~-=: ~ BUTLER'S NURSERY, INC 7011 75TH 5T N PINELLA5 PARK FL. 33781 PH 727-544-:>-445, FAX: 727-541-5027, E-t.tAIL:BUTLERSNURSERYOt.4SN.COt.t DRAWN BY: RON BELKO CHECKED BY: CHUCK BUTLER 8___ ..... /1,... / 09/27/04 Descri tion PER DRe CD ::) -J (.) I- :J: (.) ~ )! ~ < >c::c .0 W- >0:: CD <g c::c ::5 ~ ~OO:: -.lWW II p\ (.) .... '-' (I) < - 03: I- . 0:: ZZ< OW ~ 0....1 ~ en (.) L 1.3 r: :""Ill HABITAT MANAGEMENT AND LANDSCAPING PERMITS. 1. A HABITAT MANAGEMENT AND LANDSCAPING PERMIT IS REQUIRED FOR THE DEVELOPMENT OF THIS PROJECT. APPLICATION SHOULD NOT BE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL HAS BEEN GRANTED. a. AN APPLICATION AND AN EXTRA COPY OF THE APPROVED FINAL APPLICATION PLAN MUST BE SUBMITTED TO THIS DEPARTMENT IN ORDER TO PROCESS THE PERMIT. b. ALL EXOTIC SPECIES, I.E., BRAZILIAN PEPPER (SCHINUS TEREBIN- THIFOLlUS), PUNK TREES (MELALEUCA QUINQUENERVIA), AND CHINESE TALLOW (SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION OF SITE DEVELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMITY TO PROTECTED PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED. SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR EROSION IS CREATED, THE AREA MUST BE RESTABILlZED WITH SUITABLE MATERIAL. c. ONCE FINAL ADMINISTRATIVE APPROVAL (FAA) HAS BEEN GRANTED, A BARRICADE INSPECTION CAN BE SCHEDULED. WHEN THE BARRICADES HAVE BEEN APPROVED THE PERMIT CAN BE TYPED AND RELEASED. TREE PROTECTION AND PRESERVATION. TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS: 1. TREE BARRICADES AND/OR SILT SCREENS OR HAYBALES SHALL BE REQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED PRIOR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE PERMITS. THE LOCATION FOR EROSION CONTROL MEASURES ARE SHOWN ON THE CONSTRUCTION DRAWINGS. 2. ALL DESIRABLE TREES MUST BE RETAINED WHEREVER POSSIBLE. IT WILL BE REQUIRED THAT PROPOSED IMPROVEMENTS (i.e. BUILDINGS, WALKWAYS, DRIVEWAYS, POND BANKS, DRAINAGE SYSTEMS, ETC.) BE ADJUSTED TO RETAIN DESIRABLE TREES. GRADE CHANGES MUST BE SENSITIVE TO TREES REMAINING. IN GENERAL, NO GRADE CHANGES SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND 2/3 THE CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVED. LANDSCAPING 1. EACH LANDSCAPING AND REPLANT TREE MUST BE PLANTED WITHIN A MINIMUM FIVE (5) FOOT BY TEN (10) FOOT OPEN SPACE PLANTER WITH SUITABLE GROUND COVER. LANDSCAPE TREES MUST BE PLANTED IN SAME VICINITY AS VEHICULAR USE AREAS IN ORDER TO BREAK THE MONOTONY OF UNBROKEN EXPANSES OF PAVING. TREES MUST NOT BE PLANTED WITHIN MAINTENANCE EASEMENTS. 2. THE USE OF XERISCAPE DESIGN MUST BE UTILIZED FOR THE REQUIRED LANDSCAPE DESIGN. THE DESIGN DEMONSTRATES THE USE OF A LOW VOLUME IRRIGATION SYSTEM, ORGANIC MULCHES, DROUGHT AND COLD TOLERANT PLANT MATERIAL, ZONING OF PLANT MATERIAL BY WATER REQUIREMENTS, SOIL AMENDMENTS (IF NECESSARY) AND THE PRACTICAL USE OF TURF. 3. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVE- MENT BY WHEEL STOPS, RAILROAD TIES, OR OTHER SUITABLE BARRIER, WHERE POSSIBLE, THE AREA BETWEEN THE BARRIER AND LANDSCAPE MATERIAL SHOULD REMAIN AS GREENSPACE. 4. LARGE TREE SPECIES PROPOSED FOR INSTALLATION MUST BE A MINIMUM OF 20 FEET AWAY FROM BUILDINGS, SIGNS, FENCES, LIGHT POLES, UTILITY LINES AND ANY OTHER OBSTRUCTIONS THAT MAY IMPAIR NATURAL GROWTH. 5. TREES PROPOSED FOR INSTALLATION MUST NOT BE IN CONFLICT WITH PROPOSED OR EXISTING UTILITY LINES OR STRUCTURES, EASE- MENTs OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE EVENT OF SYSTEM FAILURE. THESE FEATURES SUCH AS THE WATER LINES MUST REMAIN OUTSIDE THE 5' X 10' PLANTER AREA. 6. SOILS WITHIN PLANTER BEDS MUST BE SUITABLE FOR PROPOSED PLANTED MATERIAL WITH REGARDS TO pH, SOIL TEXTURE, SOIL STRUCTURE, AND SEASONAL HIGH WATER TABLE. 7. ALL LANDSCAPE MATERIAL MUST BE FLORIDA GRADE #1 OR BETTER. 8. ALL REQUIRED TREES MUST BE A MINIMUM OF 6' HIGH, 1-1/2" CALIPER AT TIME OF PLANTING. 9. ALL HEDGES MUST BE 24" HIGH AT THE TIME OF PLANTING, PLANTED AT 30" ON CENTER, AND BE MAINTAINED AT A MINIMUM OF 3' IN HEIGHT. 1 O. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM OF 5' WIDE. IRRIGA TION NOTES 1. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER. THE DIST- RBuToN SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO COUNTY OR MUNICIPAL WATER SOURCES, UNLESS IT CAN BE DEMON- STRATED THAT THESE SOURCES ARE NOT AVAILABLE. 2. IRRIGATION SYSTEMS MUST UTILIZE LOW VOLUME DESIGNS SUCH AS LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT AP- PLICATION 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 IRRIGATION ZONE THAN LOW WATER NEED PLANTER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE, SHALL ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER SUPPLY HOSE BIBB. 4. AUTOMATIC IRRIGATION SYSTEMS MUST BE OPERATED BY AN IRRI- GATION SYSTEMS OPERATED BY AN IRRIGATION 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 IRRIGATION SYSTEMS MUST BE EQUIPPED WITH RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED. .... ...... """"l IRRIGA TION NOTES (CONTINUED) lJ~~~ &j ~[}={]~lUJ~ ~[L~~lJ~~@ [D)~lJ ~~[L~ Remove Container From Rootball Planting Soil Mixture THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRI- GATION SYSTEM TO COVER 100% OF ALL ON SITE PLANTING AREA. THIS SYSTEM SHALL CONTAIN BUT NOT LIMITED TO THE FOLLOWING: 1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER. 2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES. 3. SPRINKLER HEADS COMPATIBLE WITH THE TYPE OF PLANTING. 4. ELECTRIC VALVES. 5. GAUGE 14 UF COPPER WIRE. 6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES. WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE. 3" Soil Saucer MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY RAIN BIRD CO. OR APPROVED EQUAL. 3" Minimum Mulch THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY -OUT ALONG WITH CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE OWNER FOR APPROVAL PRIOR TO INSTALLATION. THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE ARCHITECT/ ENGINEER. Existing Soil ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH NON-POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY. SHRUB PLANTING DETAIL N.T.S. ANY BUILDING TO BE DEMOLISHED IS SUBJECT TO NOTIFICATION TO THE AIR TOXICS SECTION OF THE COUNTY DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY DEMOLITION OF BUILDINGS. ASPHALT PAVEMENT ' ROAD BASE ~ CONCRETE CURBING NOTE: ALL TREE STAKES AND SUPPORT WIRES WILL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. XERISCAPING For Cabbage Palm Installation: Trim All Fronds at Time of Digging and Planting For Woshington Palm Installation: Leave inside row of fronds Tie up with biodegradable twine 1. ORGANIC MULCHES AND/OR DROUGHT TOLERANT GROUNDCOVERS WITHIN PROPOSED LANDSCAPE PLANTER BEDS. 2. DROUGHT AND COLD TOLERANT PLANT MATERIAL. +' ..c: C7> 'il I .Y. C 2 I- 3. GROUPING OR ZONING PLANT MATERIAL BASE ON SIMILAR WATER REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION ""ATERING SYSTEMS. L- a III U i. THE USE OF SOIL TESTING TO IDENTIFY SOIL CONDITIONS NECES- 3ARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING. ~'. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANURE'S, PEAT ,\jD COMPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LANDS- ;APING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL (~ONDITIONS WARRANT THESE AMENDMENTS). 6. THE PRESERVATION AND INCORPORATION OF EXISTING PLANT COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN. For Cabbage Palms: All Trunks to be Smooth and All Burn Marks Brushed Away For Washington Palms: Leave all boots on trunk 2 Layers Burlap Pad at Support Contact - No Nails in tree Wood Wire Tie 2" x 4" Brace (Yellow Pine) Space Three at 120" Typical Remove after one growing season. 2" x 4' Stake (Yellow Pine) Three Feet Long Remove after one growing season. Saucer Rim Finish Grade 3" Minimum Mulch Rootball. 16" Minimum Radius From Trunk Washed-In and Tamped Planting Soil Mixture Existing Soil PALM STAKING & PLANTING DETAIL N.T.S. 7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT IRRIGATION. 8. LOW-MAINTENANCE DESIGN. TREE & SHRUB PLANTING DETAILS " z J =~ 0 00 - co'" l- I . . ~" "- ....z I- ....ii ~ -A. 0 1"-'" 1'4~ A. t::z '^ - Z x~ . .x ._tii ~ ...", I- ~III ~... co'" . 1'411I ". IZ .. "".. . ........ ....;( I- ~~ Z 1'41 .... 1"-11I t - z 0 ~ - .~ > Z .... . 0 .. "" ~ ~ Z 11I11\ - !::II\ Z :)1"- ",,,,, Z "" , . .... .. :~ A. D:- ...D: Q ",0 .... Z ~... . Z ' .ei .. ....... III. . ~~ .. ~D: - p. EB #5936 > - o~ V ~'" I NES Comm.: 0430 I I Drawn By: B.J.V. I [ Checked By: H.G. I CROWN SPREAD NOTE: ALL TREE STAKES AND sUPPol;r WIRES WILL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. ~ " W I Remove Dead and Injured Twigs, Trim No Leaders, Retain Natural Shope. 3/4" - 2 Ply Reinforced Rubber or Plastic Hose White SlIrveyor's Togging Tope. 6 Length j ~ ~ 3 - 12 Guage Galvanized Wires Spaced 120 Around Tree and Set At A 4S.Angle With 3- # 6f', Duckbill Anchors Or Equal Mound 10 For'\ Suu:.:er 3" Minimum r.;lJlch Loyer Remove Burlof,l i'rom Around Top A, flail Planting Soil f.~" tur: TREE STAKING & PLANTING DETAIL ADJACENT TO OR WITHIN V.U.A. N.T.S. CROWN SPREAD ~ C) W I I /~/ NOTE: ALL TREE STAKES AND SUPI'i.J,H ,VIRES WILL BE REMOVED AFTER 1 COMPI FIE GROWING SEASON. ~. Remove Dead and Injured . Twigs, Trim No Leaders, Retain Natural Shape. !/r- 3/4" - 2 Ply Reinforced ~ Rubber or Plastic Hose I:- White SlIrveyor's Togging Tape, 6 Length 3 - 12 Guage Galvanized Wires Spaced 120 Around Tree and Set At A 4S.Angle With 3- # 68 Duckbill Anchors Or Equal Remove after one growing season. ~sue Date: Revisions: No. Date it. 11/18/04 Ii -, 6. j~ 6 6. L\ 6 j ~ w i) Mound To Form Saucer ..-..-- 3" Minimum Mulch Layer Remove Burlap From Around Top Of Boll Planting Soil Mixture Provide 0 minimum ')'xl0' unobstructed plantin' area TREE ST AKIN(~ & PLANTING DET AIL N.T.S. / / lJ~~~ ~~~~~CG~[D)~ [Q)~lJ ~~[L~ 2" x 2. = Vertical Wood Stokes 1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION SHALL BE BALLED OR BURLAPPED, BARE ROOT TREES ARE NOT AC- CEPTABLE. ALL NONBIODEGRADABLE WRAPPINGS WILL BE REMOVED AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION. IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND BURLAPPED TREES. THE FIRST FEW ROWS OF EACH BASKET WILL BE REMOVED AT THE TIME OF INSTALLATION. 2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS/STEMS TO PREVENT CAMBIAL DAMAGE. 3. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPE (NOT COMPACTED) AND A MINIMUM OF 18-24 INCHES WIDER THAN THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF THE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES ABOVE GRADE ON SITES CONTAINING CLAY. A 2 - 3 INCH LAYER OF ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH TREE. 6' - 8' 1 ~ X 4~ Horizontal Wood Members or Approved Substitute . 4' :-:::J 4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED PLANT MATERIAL. Barriers Placed at Protective Radius 2/3rd's drlpllne for hardwoods (6'mln) full drlpllne for pines 16'mln) 5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST BE CONSTRUCTED SUCH THAT L1MEROCK, ASPHALT, CONCRETE OR ANY OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO THE PLANTING AREAS. TREE BARRICADE DET AIL N.T.S. 6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURAL. 7. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES THAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN) OF TREES/SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT GROWTH. THE LANDSCAPE BUFFER STRIP MUST BE CONSTRUCTED SUITABLE FOR PLANT MATERIAL INSTALLATION. :...11II CI) Z 0 - .... <C (.) - u.. - CO (.) w ::;) a.. -I U) (.) ~ l- (/) :J: (.) It) ...J It) - ~ I'- <C C") C") .... . W > < .0 C <( W- >0:: W CO <0 ...J a.. <( :3~ <C ::;) 00:: (.) Ww C) UI- CI) en<c C - 03: I- .0:: Z Z Z< <:c QW <( Q...J ...J c:nU PINES I JI 0 I- z~ UJ UJ W -4"" ~!<( > = ~3 = ~~ I C"l I - ex) UJ UJ W 0-1 I ...-1 <.!)U I Full Dripline U :> ZLL- C> -0 1-' .... z Z, I W zr::: WOOD FENCE ~ SU 0.. BUTLER'S NURSERY, INC 7011 75TH ST N PINELLAS PARK FL.337A 1 PH 727-54-1-0....5. FAX: 727-541-5027. E-t.4AIL:BUTlFRSNlIP"rpYOI-4SN.COt.4 DRAWN BY: RON BELKO CHECKED BY: CHUCK BUTLER ".. ~,:~:,;,i"'1': .'l~/~'~1~~' > :..:t,..\:,~}' ".' ", "',1, 09/27/04 Descri tion PER ORe L 1.4 . .... -:.1'." ~ , ~. ,'- i - , ,~ .\ . "'. AA. !- ' . 'f'~ ,. '. .' . . ;.. >;-<' '..... ..' \ ~-- ~ ..: f ...... ''=:;;;' _ , , .. , ' - , , t :.... l...:::-'. ... 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NEW RE~ WALL \ _ 101.27' - \ S. 890 1l~44" E. 5 O. i~----Z - - --u-- - -n - Wl-EEL STOPS TYP. 8 ALL SPACES 0- \ g: 22 23 24 25 26 2l 28 29 3i2' 31 32 33 34 35 30 3l 38 39 ON? > WA 40 41 42 118 119 120 121 122 123 12411..:5" 120 12l 128 129 130 131 132 133 134 135 13iC; 13l 43 44 150 lSS lS4 153 152 lSI 15:>0 149 148 14l 140 145 144 143 142 45 40 SToP SIGNS AND STOP BA~ WILl- BE ~IDED · ALL TRAR=IC INTER5ECTION& TYP, < m'~? // /^ / , 90 / / 101 i2'0 9~ 98 91- 95 94 ~ 92 ~ 90 89 )l;8 8l 86 85 84 83 _ -- --- --- .../ '-- -- l/ t---- ___ ---- - .- - ----- 7['\-- _"_=~_H -- -- ~-~~-- ,1/ --- :IIIII--=--- - ~~~ _...~~~~~ ------1J-~?:- ~ 0 ( VERI-iEt D ~ \1/ 1 2 3 5 l 8 9 10 II 12 13 14 15 16 f-GRILLEW 11 18 19 20 21 ~~"'I -- ---"'" -- -- -- r"-. ~- --- , T ~' A~;J:.4: - ',4 // ", ///', It - - ~ ~ ~ ~ "v// "v// ", OUT ~ ~ C.3 W · GLASS STOREFRONT DOORS G> ", ~ C.38 .~~ 10l ALL LOBBIES TYP. ", o~ '~ ~ III 112 113 114 115 110 h~l I 1 1 1~2 101100 IS9 158 15l I 1 1 1 MI~ WILL BE ~IDED AT r-- ~ /)- ~ ~ ~ ~ ~ ALL &HEARWALL TO IMPROVE &AFETY I I / / I VALLTL _ _ _ _ _ ~ / / / ~- - I 3i I I:: g I LoI " i '..... <.nl IL- 880 55' 0 16.86' I , I " 0" E.' · J_ @ DO(X ~ ~~~ ..4 . 614 SF.,. ~ 'i;X-J!. A-~ ANT ~~ ,0, '\ '}.~ MA FtMA /; \~ ~\ ~\~ ,--",' (f)?; . . (f)f?J 0. ~ -------- I 0. . -------- ~ p.0~ ~ · -------- ~t~~. ~ ~ ~~ ~ of:' ~ '"' '"' ~~ .......: ~~ cy "'. I ~ _ io58'53, .....N. 7 116.33 -- - E. I - -- r , 10C r 108 110 ~~ ~:~!J 8>- ~"~~ 1..8 1..11.... TI2AS1-l RM. r:: 105104 103 p.~ll ~ ~'F f"\ ~I~ 0>- f-m_ <im >0 '==:~ ~--l . lU ~ - ---- .~ 5' SIDEWALK -- ~ ~. . -- - n- . .'. .. -- - .~ 4 ~ n .....1c.-- - .~ ~. 5' SIDEWALK - ------ /. J~ . ~ /. ~ ~@;I ~T__ J /. T.~ FI'vjE T.~ FO JR 199 198 191 196 ./ . "=-- - - . -~ GARAGE FL EL 0.0 1t ~ - ..-- 0- -------- S--" ------ . 770')') ,"-- -C-c 56" 74.93' E. . - - 82 81 8" 19 18~ ~~_'lr ~2 1~.2 .. C'T4IC7J1I C - --- ---- u . _'n~~"'_ ...c '-='~'-HnTr\ C '-- c== C.16) ~ c.~D '== c... ) c== CJ:: '> ~ cn ~ CJ I'> ~) '== POOL ABOve t-l-2/ ; 113 ; 114 109 I.-<J :;. ~~ fi~ ~~ -",,-' .,<::::) "" ~ ., :--....~ ~O). ~ /-,~ - I..(.j - ) ....." I.. ........ "'., ~ - ,,(r) '" ~ :1/ 'JD.,-1 b ~ ~., /~ .. J ':;f ., /~?: '" <ti ~ ~Aj, / '" o'-J. / //J!3: ~ ~ -- ~ ~ -~---:- SPE IALlZED PAVING - '" AT IN ERSECTION OF TRAFFIC - ~ AN PEDESTRIAN AREAS TYP. ~~ - ~.. M~- ~~ I~'{/ ~~. 1-/ <c C\i IJL ""'- ~~ f!} 'llJ I(/) 1 UP "'7'" o ~ I s.. ~ J ~ ~ a 0l \ 18l >61 1rB! I 00/ 188 ~m II~ I , lUO ~ , I --l,~ 05\ 189 l/ IlfJ 04 l 55 ' ... : ' ~3) ~ 03 l < fir~? 50 II ! r) ~ C.3[;>! ~ vi c'\I ~D 02 l IN e OUT S.u6~ lit- ;i =:=; ~, I ~ .. J CJD 01/ 1 T v ~ :s:..... - 00 59 58 5l 11 11 ." 'II? ~ I """\ ~ERHEA[^ ^ I~"'t.... A5( )& 1T'~^::t~:R~8~~ A"'~ = ~ ~OORS ~CURIT,,( ( IN . .:: /" GATES <<_ ). - [;2;J CARD 0 T -. -=4 - SPECIA IZED PAVING ~ (- r =~ READER . - AT INTE SECTION OF TRAFFIC ...... -== I 0 - - - - - - I - AND pI DESTRIAN AREAS TYP. , I..(.j ~ ... ... ___ OL T \ 1'::- S. 89'28~OO" W. - - ri>f~~~ s. 7~1.~};" l ~~U 136. 63'< ~o fl?' NEW 10' 20' 20 'x20 , SITE DISTANCE NEYV Df)Mf,STER I? " ....... " TRASH S~AGING AREA TRIANGLES (TYP.) 12 xl0 x6 THICK ~ ....... SI-I CONe. W/6' HIGH ,,-.: j ~ r~~L~ofvN~1J5ES s: 77:?/ ,Ol......'-:-k-- CONe. '=> /~' r WALL <'9.97' c. o ==; c.9D =:=; C.8t:> =:=; C.7 '== ~ c== C.6 ~ c5D ~ CAt> '== .. ..... ~ -1~ -55'-3 f' E:- - - - - - \" - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ - - - - - - - - - , ; 49.72' : C€> 'g 7CfJ 35' 38" E. I S~~O:E~~EE~ I I tn 25.51' LAND LEASE I - - -- - - >>1 I----------------~--- l]i. DEVELOP~ N. 880 55' 00" I w. L__ R--- --------- 38.06' : I-IL .__ ~.. . ..1 I L_____._ n__ - . I I I L __ - un _ un I L I 1-.--.---------, - .. ~"nm__ (::, L___~.J CO -- -"""" '..... , "" " ", ....."" "\ \ \... , " , " , "..... , " , " , , " , " , , " , , , , " , ", , " ..... " "" r, I ", I " I I I I I I (" , " " " " " " ""T( TJ-t T~F ~E 1~f31 T ~_ 1luo j~~1 T_~ Ot\~ 195 194 193 192 191 191<: "f3~ -~ ~ --~ j -[ ...~. .'" /. ~~ '" I S. 15058'45" 29.86' w.---- 13~ T3-~ ----, 1~ 140 ~! I I 1 I I 1 l_________J ~---------------------~l /L::: QNE (~ WA "( 4~ '---- ! \ 1# ( l;::J? ~ ' 49! I; , ~& I I ~,C\j ~fl~ " J ~~ ill~(~ ' I , r----z 'f~ II f ~ (tt:iEJ~,,' , ~.~. <{ ~ T~~" V1 , ~ 51 h . JF ~~5;; r-:::::::: ~T~&H~ - ~ ,I I III 110 r I I ) I , I , \ r-..1 1 I I ) I , I I \ r-..1 I , I I, \ ) II 1 Z I-{ l0 r-J ~9 : j 1'8 115 110 w y II III l0 118 119 l5 l4 180 l3 181 l2 182 183 184 185> 186 53 54 N W+E S @ (j Z lU 01 ::J f- o lU f- I o ~ <i z <i m lU f- (f) lU 1= z <i (f) ...... (f) lU Z ~ <i m ::r f- ~ (f) IL o Z o ill (f) ~ ~ lU (L Z I.l\ f- f- a,; 5: lU ::r f- f- ::J o ::r f- ~ o lU 5: o --l --l - m --l '> '> 0 f:! ~ ~ LU I (f) ::J m ::J (L Z ::J (f) I I-- Z o o lU ~ <{ --l o en f- I (!) a,; >- (L o o <i (j Z lU ~ ::J f- o lU f- I o ~ 815 So. Howard Avenue - (L o o 4.$_ '-..; t;- , :'.5 ~ ~ I..), C>_...., " U '" " OJ III os; os; ~ ~ o c D Q) -Y o Q) -c u D o Q) +' o D c 3: ~ D 't o I t- ~ o ~ '<t t- O 0 > L - () I II -, 'L N ({) ............... AI.I @ Z <( ----I D- Ii () () ----I lL I- \0 It lL "' ~ "". ~ ...-- :::2' <l: <Xl o .0 o a> .., o o N ;0 ~ U z 4' :::2' t- o .., 9 Iii '" E .g <II .., o en N en rn '" u E rli .. o u c 8 ~ c '" :::2' >- '" al Q; ~ '" .. U t- o .., 9 "- - - l.r) o c:::> - en ""' " , " " " ~ROPOSEDl " SUBMERGED " LAND LEASE , , , , BY. DEVELOPER " -- 7 3i1 \ IPROPOSE]fl JI'- , , j g I '- .. .. .. rI ~~~MEEE~~~ I " ... ... ... ... ... ~ I '"~I l1Y._SELL~ I ", E; " I', , I ' , ~l "" / I~ ", (, " " , " " " " "'7~ ",_ ", IU' ~, "I , ", , , , , S. 880 55' 00" E.' · .................. 16.86~ L " ~ , " " " , , .3::: ::0 ::::? i::! ~~ C, ,~ >i ~~ ~'~ ~'1 ~~ "'-.. ....~ '"' <::::).... :---~ ~O). N. 88053'14" W. N. 89011'44" W. S. 89011'44" E.. ~ Q N. 89'26 '34" W. 658.64 n __. 0 .. . ... EX\ ~T W:LL~",; .1 :!~:,7': . u ~ :EW~~ WALL .'\.-lP 1.270' ...~...,. J sr . jO. 1 ' I.::-:~ EX. 6' WALK 't 6 EDGE OF BUILDING STEPS IN FIRELANE 6 I DN. - L' I ~ -.,~.... "'4.J $, 26' 34' [, 46,20' -, ' MA55ING " TOP FLOOR - _ ,") "" . r -. -k. "" )- ~~.~"~--~. '0 1~/= ===== === ===== 6IPR~ Z~~f! ~ S. 890 26' 34" E. 135.07' ( \1/ ~ '-:::: .j) A .)6 207 208 209 210 2n 212 213 214 215 216 217 218 WALL j J " ~. T. T. T. -- -- ---" \..J ~ /---:J l/ - - - - - - - - - - ..... LNTSAEIO~~~~I7~i~;Q;~ /0 iPAVER COLOR BAND LINE NO GRADE CHANGE GATES OUT C.... SPE ALlZED PAVING . 2507 SQFT. 1901 SO FT V ,f r-....... ~ ...... \. . ;.. NC:UJJElSa.eYA1'OI>LaBY NQ.I.JZSI!l.EJA,o,L.C>EBr 1985 SO.FT. ') 219 ,...-., 220 221 ""-"'lf22 ~23 /'"'0 224 '" 225 ...... ~....A T IN ERSECTION OF TRAFFIC '. - "N~ -1~4-95-752')-.[:- - - - - -, - - - - - -- - - - - - - -- - - -- - - -- - - - -...... - - -- - - - - -1 0- i ~~r eml I IM~bY~ ~~-1 BEe,,11" r 1 b H4 w~aSTOPS TYP ',ALL SPACES b b 6. ?=E GEN3<ATOl< (-h' F<'R~ ~i3('N PEDESTI;>IAN AREAS TYP- . \\ ~ - - [l I Y c:,) \I v 'Vr... 'V^,ClIJ II '7 f-- = C3 C4 C5 C6 = ~ ~ '- WAUL <Of\j 7M 35' 38" E. PROPOSED I vi L IF' '\ fii*= POOL C2 C7 0\\ FO 0'" ~Z5,51' . &~~MEEE~~~ I - - - - - - " ,- .H_n.. (ml H I Jt~K A~-nM~~~JL o~ -0 CI 0/ ~O--o. "'---0 C8 /)J~ -0 ~~:~ ~tIf~w '~-.J~~' l]i. ~ElOP~ . r t~~ ~ T n N, SPA :[ H / T. T.. T /, 1 0 CWS:OOM ~ : ~.r ~ L___~~I / TOTAL BUILDING I AC AREA = 127,256 SF WEST TOWER CEDAR STREET IV. 89016'26" If. 64.75' . ~. ~. :3 I ~ci) X 0-1 (lI:w O-w O-Z <t:::J :, l.r)"' ::~ " "'. .0) ~ V) Iv') -.--. " nn 6 ~ /; 1815 SQFT. (~ " ~!~ h r~ ~ 5 mv/~, 2165 SO.FT. 1/1 b '/ 165 U~TS 1 /,IIftJ 1 ; 't2 " J[I[;::"t:::::i II I So. ~ J ~ ~ a -- - --- -. - ---~ .~ .~. o . ..~ --- - --..:....- I '- I T. \ TOWER PARKING = == ~ ~ ~ ~ --= 4 2235 SOFT. I I T. REQUIRED PROVIDED 133 UNITS X 1.5 ; 200 SPACES 225 - 12 = 213 SPACES 151, PROJECTED LOSS DUE TO COLUMNS 133 UNITS TOTAL o ~ ~ '7 ~ ~ ---- ~ v~ ~v ~ ::::::::: lrx I ~I X I ~ I 3 2241 SQFT. ) ~ "--,,-- ~ ~ EASTTOWE~ I TOT AL BUILDING I I AC AREA = 143,556 s.~J 2 2210 SOFT. T. ? 'I T. s @ ~ r-.\'I- @ ~ ,\)-\. ;.I~"". y ~ TJ-L FIvE ~ y:c:..'N. 7.7.0/1) f)U" 22~ sa.FT. ,\)-\. S fp.f" 7.?~f/) ____ .....- ~ - II TJ-l. TWO JI 22S/Z> 5aFT_ ft~ .~. I I :I~ ft ~.. 6~o ;.' JS J .}7 <;t' -s1'.? JJ . <;t'S' Z T. " VI nl ~ Il ~: "~~# ~ 2306 SOFT. 1 o 2ND LEVEL PLAN ~ l:/ ~ ... ... ~~ ~ ~. ~" I TOT AL BUILDING I ~. AC AREA = 6,250 S.P. - - '-- I II/END UNIT~ ARE REMOVED \ it /)L. A T 10T~ t ND I IT~ FLOORS FOR A ~ - MASSING STEP. TYP. AT ,11' ::: BOTI-1 NO :JTI-1 AND SOUT~ 9J;ECURITY \ . - ENDS OF BUILDING. GATES c- 11. - CARD " I-r · / - SPECIA IZED PAVING ~ ( I ^- READER OL II , ~ AT INTE SECTION OF TRAFFIC ....... =-===-- \.27 - - - - - - I - AND PI DESTRIAN AREAS TYP. )'t...; ~ - - -~ oUr 1=/ s: 77o!~.. I-L_J ~ ~ .... 047" - ~ f\ s. 8978-:00" W. - - fH ,....~~ 99.93' E. ~[j) 136. 63' , (if ~ "<< ... H' ~o CQ NEW DUMPSTER '. ... ... ........... ~ (r) NEW 10'x20' 12'xl0'x6" THICK;( I. .... s" TRASH STAGING AREA CONC. W/6' HIGH ~ ll.....:HH . ~ J ~ WALLS & GA TE S 7 ..I """ FOR TOWNHOMES . 70"}1 '0"- ~ <~ --CONe. .c ! " WALL 29.97' E. / T. "' / T. " / ------ TJ..j. FOUR wI T.I...L T~REE ,,~ ~. ~ 2250 San. II ~ !\ lr .#" A( '::::: '\ \ ^ I TOTAL BUILDING I '\21 AC AREA = 11,250 SF \6~\ ,\)-\. ~~. ?7.?f/) ~ ~ ~ 6~~~~ f\..' ~ . ~ ~ S --- - . 77""}"},- --- .c.c 56" 74.93' E. @) ~------ ~ . SCALE' NTS ~ - .-- . --- - E. ~'\, ....... --- - .- " - 2.;8'53, ....N. 7 176.33 ~20'x20' SITE DISTANCE TRIANGLES (TYP.) S. 15058 '45" W 29.86 ' N W~E S ~ < ~ < ~ d ~ ~ Z < :r !:- .(j ~ J , t,- <~) r: ~ ._~ ... I \ tf," .~~:: u u QJ .. OJ '" "> '> ~ ~ UJ -1 <( \l \0 o c Q) D +-' o 0 .~ -0 o I II "t o I t- ~ o ~ 't t- O () N {() ........... (j b \lJ Cll :::J I- o \lJ l- I o Cll <( Z <( rn \lJ I- (f) \lJ i= z <( (f) ..... (f) \lJ (ji <( rn ..... I I- ~ (f) lL o Z o U5 (f) ~ Cll \lJ Q a'i l- I- 5i ?;: \lJ I l- I- :::J o ~I ~~ ~i UI Cll o z ~~ ~~ U~ - rn -1 <( 5i \lJ I- <( ~ ~ ~ ~ OJ '" <II .'" .'" .'" a ~ ~ e lU I (f) ::J rn :::J ~ :::J (f) I I- Z o o \lJ L - Q o o <( c :;: o .... -0 -0 (l) :Y U (l) L U @ (j b \lJ Cll :::J I- o ~ I o Cll 815 So. Howard Avenue <( Tampa, Florida 33606 ~ Phone 813/251/1884 rn www.sbsarchitecture.com ~ Florida License AAC002209 lfi i= z SMIT~/BARNES ~ (f) SANTIESTEBAN ~ Cll ARC~ITECTURE ~ ..... I I- ~ (f) c<) o o N ~ I (!) ~ Q o o @) Z <( -1 IL Ii o o -1 lL Q z o \l UJ \0 > 1: "/ }1 A2.1 rr ~1 V V'/ t:;" JD- /I ~ "- = v/ EX. 6 J WALK -=-=[ OJ1 ~<;? C ~CA2r 1 CAO :;>6, '.e" C.39 - _II~~ 1~1 ~~ 1"'6 C.36 ~l1i 1~5 flr\ C. v.u~ C.~~ 104 I\: C.34 10.3 I\: C.33 1~2 '~~ ~29 }1 . I;l OA1 1;1 OA1 1;1 OAl J; Ot 1 1;1 OAl !;l OA1 I;l OA1 ~ OAl I;l OAl ~ OA1 ~ OA1 OJ1 <;? OJl 't OJl 't OJ S ( VERHEt D 1~ GRILLE J1 - T 1. IN c OUT .. 081 - ~ p1 OJ1 2 ~ 2 "~l// 1 8 1"\ I~ Iy 12 1.3 ~ 15 "v 081 081 K:>B 1 081 081 / r I~C;: I~~QI: 10e 110 ~~~~ I ~~- 168 1~11~~ " \j .... I I 111 112 11.3 114 115 11~ 11 118 11'9 120 121 122 12.3 124 125 12~ 121 128 12'9 1.30 131 1.32 1.3.3 134 1.35 1.3~ 1.31 13 ~ 13~ ....." ~I~ ~~F~ :::1 II OA1 Li: -u OA1 NEW RET. WALL \ \ u OC1 O~l OB1 OB1 OAl " ~ ~ 081 >> >>!~~ lL ,. 0~1 Ox1 u o OC1 oC1 OA1 o OC1 ~ ////// ~ 7 / / ~ 17 / / ~NOT % INCLUDED ~ Og1 O~1 11 18 ,~ 21Z' 21 22 23 24 25 210 21 28 2~ 30 31 32 33 34 35 310 31 38 3~ L/ IlJir, TRA; 1~!:::> 1~4 1103 1;'2 1~1160 1!:::>'9 158 151 15~ 155 154 153 1!:::>2 151 1!:::>0 14'9 148 141 14~ 14!:::> 144 143 142 141 140 RM. - VALLT 7 /" '3~ V'f"'-.. // 101 100 ~ ~8 ~,. ~ ~5 ~4 ~ '32 I ~ '30 8'3 ~8 81 810 8S 84 83 I ---- '=== ==, OB1 OB1 OB1 5' S/DEUJAL OB1 081 OB1 / ~ L-- OA1 b81 ~~ ~~~A . 00: \.. ~ if?:: ~ \-I. 'b\Y' ~~\i\-l'~~~~\ ~~ · r~\~~ ~~~~ OA1 f\,.. OA1 ~ OA1 ~ bB1 o - -c //J .41 )81 )B1 b81 ~' &/DJ:UJALK f" /O' O'" /O' T.14 Fly E T.14 FOUR If 1'31 1'310 195 194 ~ F"-' U U G~~E D -~ · OA 1 OA 1 FL. 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FOOL A60vE e.1 PB1 OB1 ~ Pl1 L- ~ c.'" = er. > = ~ = e.9> = C.6> = C.7 ) =:d )B1 t ;== C.61> ~ C.51> f=i C.4 ') l=:! bB1 /O' II OA1 OA1 OA1 OA1 OA1 r&~ TRA6H ( ~ 111 13 11~ / \ 11 16 15 14 ( 180 13 12 11 181 182 183 l~"~r:'- r- !:::>1 52 ~ ---.:: 1~ - 184 ~s 'P8 185 18~ &3 54 ~1 \ ~~/ ~51 181 188 18'9 I ~m I~~ I [10 ~ ~ J ~ v 55 64 / CEDAR STREET ~ /~:0 'A /1/71 ~ L/ (~ ~ ~(;?d ) ~(f4 L/ o OCl o POC1 U o OC1 ) O~Z 40 41 42 0~17 / ~I J 43 44 'I I ~ ~ J ~ ~ a ~ \\ C) II) 1.1 'I' I) LtJ l') I ") I 1-: I (I) I : ~ : I I <( I" ) I I ) 0::: ,.1 I , ' ) () I II) " 0__ II I 0::: I I . o () I U III:' z Ill' ...-. I () -. z " ---- . J 0::: J J Lt..I LtJ ( ) Z I .1 () (.( Z III I J W r I r1' tl .11 III I ( , 1,1 1 ___J II I <( III ('I I 0:::"_. . I, =) ., III , I II[[~I() I,,: 1,1 Lei ~/I / '., 1-- ..." 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"t \\) > 00 UJ 3 o ;:::; ~~ -) 1- ~ () [Y <.\. z <l: ~ U) 11 , I' z.. <( en in 11.1 & <l: ~ I ~ In <l ~ <l: ;; ~ U) ill J i'i. z 1 \!2 1 I. o ~ ~ u <n I- ~r (9 i'i }-. 11- o o <( El.I ~ FJ fd ~ 815 So. 'jo ~ard Avenue Q: Tampa, Florida .33606 ~ Phone 813/)~1/18B4 m www.sbsarchitecture.com t'! Florida License MCOO2/09 lB ,. 7 SMIT~/BARNES ~ (f) SANTIESTEBAN ~ ARCHITECTURE ~ ...... r[ ~ U) (1) o o ('0\ I~ cE tv >- [l o u f------ .....--- ~u_ .J \. ~ 'Or/-. \~,~. r?:-"'f;.~ 7.7.~ \~,'O~. ~ :\ 7.7.~ 'f;. \(:1.\-\ \~'t)~f"(' ~-----= ~. 'j.'j.t; ____ ~- ~. ___ ~ " b..(:1.'f;. -_______ ~ (:1.p.~~. 0~ \1lIII"" ~\... '1 n LJ IV t/~ (;:; " // / EX. 6' WALK T. ~ ~ r / %~ /////7 W~ 7/// //// % [7 / / / I "~ "= t ~NOT % INCLUDED l '( V- ''''/1- o [//L': ~ -CIJi '\. P:\040 1:1 NORTH ED ~~E~ ~/:~ I ~ ~.L j~ Clearwater Bay Marina Condos-Simdag\Correspondence\E2.1.dwg, 9/28/2004 2:33:48 PM, HP designjet 5500 GreyScale.pc3, ~ ~G II n=~E If ~ T. T. T. L/ ~1h1~ rJ (P1~CIlJ ~ ~ T. 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ALL FIRST R..OOR OPENiNGS AND RAILS 0S0UTI-l ELEVATION .- 't I \) 't 1 \) 't - I \) 't I \) 't () - I \) 1 () () 't I \) 't 1 \) 't I \) 't _I \) , .~ () _I () '1.\::~S<" )?~f,x~~':"} '. I :.,.",.,\&~-,.: ..:. i~:t:-; ""~!@..?,,/:':,'7',, , " .~\,)~~\-.,',' !/~ :,~r(:::~,.:\t~i: ~~ - 2 \J) Z () I- <( > lU -1 lU \!) z Q -1 J ({} }- <( ({} I- \J) lU I: t- () 't () 't () I OJ .- ~ 'If. (j ~ W Ol ::J I- o W l- I o Ol 815 So. Howard Avenue ~ Tampa, Florida .3.3606 <{ m Phone 813/251/1884 W www.sbsarchitecture.com tn Florida License MC002209 ~ z <{ ({) -..... ({) W Z Ol <{ m -..... I I- ~ ({) -- Q o o SMITH/BARNES SANTIESTEBAN ARCHITECTURE @ (j ~ W Ol ::J I- o W l- I o Ol <{ Z <{ m w I- ({) w i= z <{ ({) -..... ({) W Z Ol <{ m -..... I I- ~ ({) lL o Z o U5 ({) ~ Ol W Q Z W l- I- ri <: w I l- I- ::J o I I- ~ o w s: o ...J ...J <{ en z o i= ::J m ri I- ({) B Ol W I I- Ol ::J lL Ol o Z o i= <{ o ::J m ::J Q o Z (j ~ W Ol ::J I- o W l- I o Ol <{ Z <{ m w I- ({) W i= Z <{ ({) -..... 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IHIl IHIl - f- ~ i"""'IIl - - e- - 'VVVV V VV~VVWV I .VVVVVVVVVVVVVV vvvvvvVVVVVV ~ IHIl lr IHIl IHIl ~ mV IHIl 1- JVVVVVVVVVVV row V V V V V V V V V JWv V V V V V ..~ VVVVVVVVVV' ~ VIIVVVVV~ r r ~ [ - I-- T r - ~ "- - I-- l- i-- - l- f- i-- - I-- - I-- f- ~ ,.... - ,- .1-.. r.... ,-" r'" ,-" rl- -.. lIJ I l- I- ::J o I I- ~ o lU s: o ---1 ---1 <l: o b ~ U~ Z - m ---1 <l: 01 lU I- <l: :2 o lU I U) :J m ::J (L Z ::J U) I I- Z o o lU :2 4: .---1 o !!2 l- I <.!) 01 >- (L o o <l: o b lU 01 ::J I- o lU l- I o 01 <l: z <l: m lU I- U) lU i= Z irl SMITH/BARNES ~ ill SANTIESTEBAN ~ UJ ARCHITECTURE ~ L ~ () 3 I ~ Z ~ ~ ~ () ~ I- 0 NORTH ELEV A TION - o I ~ N IHIl 5 UNIT TOWNHOME ELEV. 14'-0" 1ST HABIT ABLE LEVEL ELEV. 5'-0" @EAST ELEVATION Cc0 WEST ELEV A TION u u u u u Q) Q) ., ., ., '" '" '" '" '" '> '> '> '> '> t" t" t" t" t" 0 u Q) c C .Y Q) i: 0 D +J 0 Q) 0 0 L L .~ U U 0 ~ ~ ....... 1'1' rr-... .....1"1'11'11' ~ .......l'I'n 1'1' n 1'1' "'" ......,.,.11'11'11'11'11'11'~ r I o ~[I "m" 'fl'l'l'I'n l'I'nl'l'n ~O-O n - - 1'1' nnnnTV nn nnnnn n 1'1'1'1' nn-p" ~ nnn11'n p I .......,.,. ""'- TOP OF .......,.,.nl'l' 1'1' 1'1'"' l'I' ~ lYl'I' n n n n'>. T r. ~ ..J = -- - - -- -- ~ CO ~ -- -- ~ ill D D J1Ill ~ ~ ~ - t--- - - - ~ ~ \JjJ W I - - ~ - - - - f-- f-- 0 .3RD FL. -,- ~ .A1'1h,..., .A1"1t- ~ ~ - ~ V .Afnnn )0,.... ....-rn 1'1' 1'1' 1'1' n~ ...-1"f n n 1'1' ""- A .Al'l'I'l'I'l'I'n "'- CO filll 0 0 ~ ~ 0 0 filll ~ 0 0 filll 0 0 ~ ~ D D filll I - IVVVvvI VVVVVV. lWW\ II/ VVV V V V. IVVVVVyv~vvVVI ~ )WiJvvvVVVVVVI 0 2ND FL. r III ,. L/ = CO - 0 I--- - 0 - I--- I I- - I-- I I II I IL L-_ f-- - - ()\ 1ST FL. - r-- - ~ >-- I- ,-.. r'" r-" I--- r-" '== - - - rl- .. I--- ,- .. L- ~ ..J - () I II (\) " 't r- () () I 't N -, () ~ "'- PLATE UJ -1 <( \l ill ill Z () I- 815 So. Howard Avenue A Tampa. Florida 33606 ~ Phone 813/251/1884 > www.sbsarchitecture.com UJ Florida License AAC002209 SOUTH ELEV A TION @ o b III 01 ::J I- o lU l- I o 01 <l: Z <l: m lU I- (f) lU i= Z <l: (f) ...... U) lU Z 01 <l: m ...... I I- ~ U) lL o Z o if) U) ~ 01 lU (L Z llJ l- I- 01 s: ELEV. 14'-0" 1ST HABIT ABLE LEVEL ~ ..A1::h.... A1"'n' 'If 'If l'I--... ___ 1'1'1'1'''''- /1"1 1'1' 1'1' 1'1' 1'1' 1'1' 1'1' ""- - L 1'1'1'1'1'1'1'1'''''- I 1 --()-{J~ 1'1'1'1' 1'1'1'1'1'1'1'1'1'1' -annn n--ttJ nn nnnn17 0 '\l1'l'f nn nnnY ~n 1'1' I n .-< ::MI l'I--... --- ......-1fll"''lf'lf n nn'lf'lf'lfM' 'lfl'("",-- 'If M' rr-.. ......nnn 1'1 ~ n 17'1'1' n n n n nnn'lfM' n n "Iil n n n-... I T I -- , ..... IIIIl ~ f""IlllI r-- I-- I f-- f--- IVVVVVVVV yvyy ,JVvvwvv ~ IVVVI IV ' y y IIIIl - f-- "~ "_ IIIIl 111II1 V V V V V V V V V VfJfJVVW rwvv - -- n ''Il n n n n"!:/ 'VVVyy I r r [ ....J(- -, filll --, ~ll [] f-- f-- ~ - ==' I-- f-- t-- ~ - - I--- ~ ,-.., 10.. - r- 10.. - o I - ~ 0J ELEV. 5'-0" 0) NORTH ELEV A TION ~ ~ .AI n lr">.. ....-T n n"'-. ...-nnnn nnn"'>.. ./1'l' n 1'1'~, I 1 6~ I ".... f"":I 1'1' 1I''lf'lf TV ".... ~ f-- - 1'V - - f-- ~ r-, /1"1 I. TOP '''''''''''''If'lf '.If =? OF PLA ,/ n n 1'1' nA'l' 1'1' I I I . J J --- ------ L = - ~ -- E ~) -- E ~ cD - f-- 'J,JI J I - f-- - ~ f-- t-- l--- 0 .3RD FL. -{ ~ ~ ~ ~ J .Af" " " " "l'l-.. .A1' 1'1'1'1'''''''" ..Al''lf n n n n~ = 0 0 ~ 0 0 ~ ~~ D D llTIl cD I - !WI ~vvvvvvv. IVVVV~ JiMvVVVVVVI 0 .2ND FL. -I' I ~ LJ = - - 0 i--- cD I - - - - t-- I--- ()\ aolST FL. -~ ~;; - - -... - - { . l-J TE SOUTH ELEV A TION 3 UNIT TOWNHOME .Aln1'l'nnn1'l'nn 1'1' nn nno-... A nnn1l''lf'lf'lfnn nnnnnnnn n-.. D-""~A ...:;J tl-.. "l'l-.. -.nf'lf'lf n 'h... l!!f ,. ~ ~ ~ - \J)I '- - ~ ~ ~ WIl t-... A' -~ 1'1' __ A"TI n 1'1' ,~ "' nnn__ = L.., I I l!!! ---- ;;-- mn I.. f'-" @ EAST ELEV A TION ....-T nnn"M''lfnn n n n 'If 'If 'lfl'r-.. r- "A'Inn nnnnnnnn nnnn1'l'nn_ .A .AT n n""- ...-.1'"" n r I ~ - . - ~ ~ V'" ./ r-.. ~ no. no. ./nTl_ .Alnn" fIIll - ... "'"- W W -~ @ WEST ELEV A TION @ <5 ~ ill 01 ::J f- o W f- I o Cll <{ Z <{ m w f- (f) w i= z <{ (f) '- (f) w Z 01 <{ m '- I f- ~ (f) lL o Z o ill (f) ~ 01 W (L Z W f- f- fit S ~ I ~ ~ ~ ;: < ~~ ~ ~i o z o i= d ~~ ~ ~z ~u z< <~ o c II d) " "t > r 9 :L () N "t I I () r "'- llJ --1 <( \) ill ill Z :2 0... u) 7 o 7 o o N "" a) N "" Ol . Ql 5: \J ~ o I r-r) N I Ol o Q) ....... If) / o C L o 2 >-. o Q) L Q) ~, o 5: L o Q) U '-/ o n ~ o / ({) ....... U Q) .~ o \ 0... o <{ u o ....... :J <{ -t o o N / N Quantity SYr'lbol Scientific Nar'le COr'lMOn Nar'le Code Nar'le Planting Size 100 1=1 Juniperus horlzontalls Creeping Juniper PJ 3-Ga1.12'x12' 445 llOlOlE Llrlope r'luscarl Big blue lily turf LM 1-Gal,12' full 365 8 Raphlolepls Indica Indian hawthorn IH 3-Gal,12'x12' 62 ~ Bougainvillea spectabllls Bougainvillea BU 15-Gal, TRELLIS 15 ~ Lagerstroer'lia indica Crape r'lyrtle LI 2'-Cal,10'HT 5 0 Magnolia grandiflora Southern r'lagnolia MG 2 1I2'-Cal,10'HT 115 0 Nerlur'l oleander Dleo.nder OL 3-Gal,24'ht,36'oc 4 G Quercus vlrglnlana Southern live oak QV 2 1I2'-Cal,lO'HT 100 * Sabal palr'letto Palr'letto SP B &. B,10'CT + 560 8 Vlburnur'l odora tlsslr'lur'l a wabukl Awabukl Vlburnur'l AV 3-Gal,24'HT ,36'OC 11 . 'w'ashlngtonla robusta Mexican fan palr'l 'w'R B &. B,10'+CT '\ I , ... z J ~t 0 00 - cov l- I . < ~" ~Z '" I- ~C2 ~ -A. 0 ....'" MQ ~ t:Z V\ - CED~lR STRb13'7i z xt < ~X ... \tl ~ Uov 40' r~IGI-IT -OI~--Vv/\ y I- ~III ~t- co: ------ - ---~--.- -- - ". . ~Z 20' ASPHALT IJ A VUMJII -' Moo < ~-' G" VEin CUIW ~;( ... 40 Z ~t 1'41 &.II ....11I t - / z 0 ~ - ! .~ > Z r &.II r I 0 I I .. . OCCUPIED t M / \:J ~ # 303 ( ')" Z 11I11\ <. ( , - !::II\ ., . . ) Z ::>.... , (u l/) ",M tl'v) /: Z M " . ( ) .. I "y. ( ~) < t-~ "t............ / ... ~Q A. ~- 6' WOOD t-~ 0 ",0 -' Z QUo < Z .. ~m ... -'t- n (1 . I'. ) , J , III~ IIi I ., I- / / ( . ~~ I'T ( , ,. I } i I ... ~~ "! - -~ , I , > ," EB #5936 o~ - \I ~v EX. TREE LEGEND __ BAY ~ PALM Q9 OAK + PINE + MAGI~OLlA ~ CEOAR SCALE. 1"-20' 10 20 o 20 I APPROXIMA TE LOCA TION I FLOOD ZONE DEMARCA TION LINES I w u z W L.... Cl C) C) :;= .-.-11 ..""........~ ~BG / / J!J \ //-1 [ NES Comm.: 0430 I -~ -- I --- - I J!I~<Iwn By: B.J.V. I l Checked By: H.G. I ._.~.~... -... -... -I.... j. -.. - -. . .. 1 . III I I_~ss.ue Date: 09/27/04 Revisions: l'lu. Date Descri tion ,~~^;\ 1//.'. 1 . \ , /~,\I I , /\1 / ,:\1 / f\ / ,. .. \ I.. \ \ , , . .'\~ . . . . "- , "- , ...... ... --. ~~~ # ~ ## ~~ ## ~ # .. _ _.ms _ ;. _ . ... . P.:. . , " ~ , "- , , "'- , , "- :--. ....... , ,. .... ~ ~~ ~~ # ~~ ## ~*# ... ... . . . . ~~ ~ ~~ ~~ .,..,. .'. ~. ~~ ~~ ~ ~~ \ . . . . . . a- . . . . . . . . . . #1 ## # ## ## ## ## # ## ,.J -- . . . . I ) I . I ! f2:! LD en --I --I 4: 3: 4: l.L.J W (/) ::: U -=T:z: c-.......o u ":..::t- ,..,-, - o I"") c::> ~ c::> .. . . . . .'. . . . . .. ... . . . - . . . . . . . . - . i ....... , "'- ............... ........., "- -I , , " '\ , , / " i L,\ /\ ! L'::" '\ j l .\ /\ ! 1._\ " i ' \ I, __\ _\ 1 j\ / / \ IQ .....~ , . " . ': .', . , . . . . . . . . . ".............1 ~....~................._.......~ ~ \ . I ~, . \ t . \ ~ \ : \ \ \ \ . . " , I! \) \ .' ~ I I ... ~ (/) \ \ . . . . . . . . . ,. . . . . . . . ! I . . . . ~ t . t f... I . J :. . . . . ~. · r..:' I' . I . . . ~ . t, . . . . .: . ,..... . . 1111 . RETE . ## ",.# .. ## ~ # ## ## <C z - c=: <C ~ >- <C c.a . 0:: . C3 w~~ I-<(g <C~ :3 LL... 00::: Ww ~ (.)1- ...... CI) <( <Cw ~~ z<( ....I 0 W I' ~ o-J ~Q')(.) I ~= ~I a ~I . . . . . . . . I I '-...I SAN " ~.!t~...: "' ' '. , o . ~j}fll(L II ilJl,MI I I " t'" _ _ _~_1lI ~~_, , I · I/" I I~ -i ~ eJ '" - --."' " " "." i --'-8 ui'ljl~ER ' s "il~ lJR S [-,.: u~. I\UCJ-I( )L3 )1\1 10; I l~illl SI H PINELL^S r^RI~ Ii ~ ~ ~.' I Nil SI"I\I~L~-1 Pit 127-~-1~ "1-15, fAX: 727-511.'5027. E-'~AIL:nu,'rf":'f1,,":r"'''''I.(()!~ ~. IJR^WtJ 13'(: rWI~ UELI<O I · 1'1 CIIECKEU BY: CHUCI~ n.U II.IT . II .., ,_.. \ \ 3 \ LI ' .....1 ~ ! EX. CONC. SEAWALL WOOD DOCKS (TYP .) z <:( --I 0- W ....... - (f) W 0.... <C u en c z ~ ~ LO LO "'" M M . . EX. BOA T DOCKS ~ I \.\\~'\!\) J ZONE VE MA TCH LINE B.F.E.= 14 IIII IIII II11 IIII 11'1 IIII 1111 IIII IIII 1111 IIII _1111 \\'I ~$.?- \ .~ ""-h':~->>:\. :> . . . . IIII . . I I I . . t:=- . . i i f L1.1 I ;-::;\ . ~ ~ . ~ ~I ~c ~I I ~ ~ ~ \ I II . J ~ ~ ~t^, EX. BOA T DOCKS / '-'VI~'-'. ::lL/\ vv I\LL ~,:. '\ ~ " I f. I I J :. , '. I ~. · r..:' : . : . I I . I " . : . .: . ,...... . I III. I I I . I , I a=- I I . J- I I , I- I I . 1l-=- , I I I i- I I ~- I I I .'-.. I , . . . . . . \~~'\j$ ') ZONE VE B.F.E.= 14 IIII IIII IIII IIII IIII IIII 'tI ~\~\l-. \ .s ",,-k,.,~~. :~. MATCH LINE IIII 1111 1111 IIII IIII IIII I "- I " - "r::: , ~OD " " , " I , , (TYP. ) "- " '. " · ~ 63f~" 12* . .~ EX MARINA s. 15058'45" W. 29.86 ' 2 0... 0Cl ~ ~~ CIO '10 . ... ~' '02;~' ' \\~ ~ ,,'30 o ~ 'T o o ('-J '-... Q) N '-... en Quuntlty SYMbol Scientific NUMe COMMon NUMe Code NUMe Pluntlng Size 100 1=1 Juniperus horlzontulls Creeping Juniper PJ 3-Gu1.12' x12' ~:t~M5;~ji~j~~;';.r . * lIE lIE L1rlope Muscarl Big blue lily turf LM I-GaU2' full : ~~6~:V:;'r.'~~ 'L' 8 Raphlolepls Indica Indian huwthorn IH 3-Gul,12'x12' 62 ~ Bougalnvllleu spectubllls Bougu/nvllleu BU 15-Gul, TRELLIS 15 ~ LagerstroeMla Indica Crape Myrtle LI 2'-Cul,lO'HT 5 0 Magnolia grundlFlora Southern Mugnollu MG 2 112' -Cul,lO'HT 115 0 NerluM oleander Oleander lJL 3-Gul,24'ht,36' o~ 4 G Quercus vlrglnlana Southern live auk QV 2 112' -Cul,lO'HT 100 * Sabal pulMetto PulMetto SP B &. B,lO'CT + 560 8 ViburnUM odoru tlsslMUM awubukl Awubukl ViburnuM AV 3-Gul,24 'HT ,36'U r lJ 11 ~ \o/ashlngtonla robusta Mexican fan PUlM \o/R B &. B,lO'+CT ". - , ~p~ EX. TREE LEGEND . BAY ~ PALM ~ OAK + PINE + MAGNOLIA ~ CEDAR - CJ'l 3: -0 'T o I n N I 01 o <1) ...... l.f) / ~ u c L o 2 ;-"{':> ~1!~;~1,:. A o rIl L Q) ~, u 3: L o Q) U '--'" o 1"") 'T <-) / V) ~, U Q) .~ o L 0... o <{ u o 4-' J <{ 'T o U N / 1'--1 . . . . . . . . . . . . . , , , , , . . 'I . . .. . . . ..... SA ~~ ,. l~ ~" 0" l{~ 1,-." \ \ --\- @---\- AV \- \ \ IIII IIII 18" rye rnV:-T.84- . - . - . - ~ ill "" r, r r F n r ;~ ...J ~; lit I \., Iylll ~ I 01...,.,r-~-: ~ T" A ~ "~:\~r ~[ ~\., r< t\ ' I~ n ,.. n - :)/"~ : RMII " r-, . ;_.~ '-" 1_ J' ,,- "'--1' r-' .......... "';, ,., ,. .. '-~J - I ~ ''-I , \, ~ \7' 'y / i Of; -\ r./ J - a / ~--{~~G a r , I' . .' I - " , , ,',../ ;' ,../ , .T" .( (. fT" .'T" /,',-i 11:1 II, I JI' /, II, r, ,. f/ I I _"'Il.._~_..Jr.' h l j, 1 .1 .J _I , r' ~'\:'"'I..,..n"'....r-~_"'l .Il t : I I ( )1 ' "'I'PI.'! ; I . '\ ' I II T" i;,' lLlII ,.'rC\j,J'r-,rrv IJ.J : ,/ \ -~~~-;-I < -Q~) - . I \__ _ _, / - i I MG I,r; /11 , I 20'x20' S'/lL /)/','//1/\/(,'/ L-(' ( '/)) TR/ANGL ~~j .) .' " f) r) --... O--I' "'" ,., ~} '" ~ I'"ll'"l"'~"'''''' ------ -----r;- I. I I I ~ " I,.. ,. ----t:_ r . - j I " , ." . "" , --~-----' - ---.- SCALE. 1--20' ......."... 20 o 10 20 .. J ... \tl en. .~ .. fB #5936 " Z ~t o 00 - co "! I- ~" ~ ~z I- ~~ ~ -~ o ~Q a. !:: z Z xi ~ ~x ~ .... '" I- ~1Ii ~I- co: · ':'z .. 1'1\.. ~.... ~ ~~ I- ~t Z M I III ..... iii ~ - Z o ~ - > Z III . 0 M " ~ Z iii It\ - !:: It\ Z ::>..... Z ~~ ~ I-~ .. ~ 0 a. ~- I-~ Q "'9 Z 0.... z .. ~ ~f5 .. .... I- 1Ii~ . ~~ .. .... ~ -"'~ > ~1Ii - 0.... v ~'" "NES Comm.: 0430 I ~ I, ()_rawn By: B.J.V. I .[ C"lecked By: H.G. I lis_sue Date: 09/27/04 Revisions: 1"/0. Date Descri tion / .\ I / \ / :\ / I \ , , \ 1 ,,-'1 ! / .--\ I \ ! , \ 1 i... .\ L I /' _I. i. \ /'\ _L L~\ ^ u_L 1___\ I _.1 c\ /\ / / t I fl Z <( -I D... W ...... - tI) w D- c:( (.) CI) C Z <( -I <t z - 0: <C :E >- ~ <C ~ ta ~ ~ a::: . c W~i:2 I- ~g 3:<C :3 LL... 00:: Ww ~ (.,) t- y.. en ~ W<C ~~ z~ -low , ... 0 ...J ~ en (.) BUTLER'S NURSER", II\IC 7011 75TH 51 r~ PINELLA5 PARK I I ~:, n\ I o or. F^X 727 r.-11 "027 [-M^IL"BUII rR<;tl"R-;rr(fll~Stl,CC)M PI! 727-5-1-1-0"'1;>, : -;> -~ , . . DRAWN RY: RON [JEU({) CIIECI<ED BY: CHUCI< FJUTI.U' L 1.2 Quo.ntlty SYMbol Scientific No.Me COMMon No.Me Code No.Me Plun ling Size 100 1=1 Juniperus horlzonto.lIs Creeping Juniper PJ 3-Gu1.121x121 445 L1rlope Musco.rl Big blue III y tur f LM 1-Gul,121 rull * lIE lIE 365 /I Ro.phlolepls Indlco. Indlo.n ho. wthorn IH 3 Gul,121x121 62 ~ Bougo.lnvllleo. specto.bllls Bougo.lnvllleo. BU 15 Gul,I RELLIS 15 ~ LugerstroeMlo. Indlcu Cro.pe Myrtle LI 21 Cul,lO'HT 5 0 Mo.gnollo. gro.ndlfloro. Southern Mugnollu MG 2 1/21 Co.l,10'HT 115 0 NerluM oleo.nder Dleo.nder OL 3 Gul,241ht,3610:: 4 Q) Quercus vlrglnluno. Southern live oo.k QV 2 1/21 Cul,lO'HT 100 * Subo.l po.lMetto Po.lMetto SP B &. B,lU'CT + 560 0 ViburnuM odoro. tlsslMuM 0. wo.bukl Awo.bukl ViburnuM AV 3 Gul,241111",361O: 11 - W'o.shlngtonlo. robusto. Mexlco.n fo.n po.lM W'R B &. B,10'+CT EX. TREE LEGEND .' BAY ~ PALM ~ OAK I + PINE ~~ MAGNOLIA ~ CEDAR I - - I <~X~ - - " lr -~'- . .~-=-=-=-- -" . - 12" . N. 89"026'34" W. .. 12" · · -.. -... -..iFPC1I; · 658.64 1'lI'T........-..- II-~__ .--.-~. ___-. i211 / 1fW24" 12" CONCRETE S WALL EX. 6' WALK ... . . . .. ... II ____ . "\7~~'" ~0lW.1lI' --. .2" *" _.__.._..-I-~j.__.._. . I . " I .~ ~ ~ 12" .S. 8!i1J 26' 34" E. 46,20' .2 CL o o FPC ........................................................... ............... ............. ....................... -. -. NJ NJ <.D C""-J C> t'0 . 1t'0 ~ I@) C> ~I Ll) en --l --l .oc::{ ~ <( l.LJ W (f) ::: U -q-:z: C'.lo u -q- r-r) - o r-r) c:::> ......: c:::> -. lit ~ -;0 - '= -~ t- -------- i't '= --------- ~ I l-, l ~ .. . ~( ~ ~ ~ ~ ~ L.aJ u:> C'.l - - C> r-r) . r-r) c> C"J 5 c:::> 216.0' . ::z: .. .. .. .. -- .. . 135.07' ~ WOOD DOCKS (TYP.) 3= ~ S. 89 26' 34" E. .. . . . . .. v-; V1 S. 8~ 26' 34" E . .. . . .. . ..-.. (/) ~ ~ b~ ... . J '" '~. , ;;;~ ~C\j OOU-DOCK vJ'6ou-ooc ~. ...."."'". -t o o ("oJ ~ [X) ('I ~ m I ~; ~I ~= ~I ~= I - ( \~,J~'\ \l) == :\ S \~ \-j "- ""~':~->>~~~~> \ ~-"".,-_.., ,. :" "- ~. \ " " - o- s: u -t o I 1") ("oJ I OJ o Q) +-' U1 ,/ o C L o .2 IIII >, o Q) 6' CHAIN LINK FENCE WITH BARBED WIRE Co <lJ ~, I I I " o 3': L o Q) U '-../ o n "T o ,/ (f) ~-, " " " u Q) .~ o L CL o <.{ u <.) . , /VQ .?' ~ 4rc~U , ~ lr-.. 17 2)'&b , " 0<,0 <. JS J ~ ~~ '$1'<, JJ ~ .<~J ,.<' :.) <.{ -t (_l Cl ('..J ,/ N ! < SCALE. 1..20' 20 0 '10 20 I .. z ~t J 0 00 - CDV l- I . ~ ~" ... ~z I- ~~ ~ -~ 0 i'''' MO A. !:::z '^ - z xt ~ ~x ... tJ) ~ Uov I- 0-1.&1 ~I- CD: en. . ~z ...I Moo ~ ~..1 ~~ I- r::t z MI u.I i'1.&I ~ - . Z 0 ~ - .~ > Z u.I . 0 .. M \:I 0- Z 1.&111\ - !::II\ Z :;)i' ",M Z M , ~ I-~ ...I :0 A- ce- I-~ Q ",0 ..I Z QUo ~ Z ' ~f5 ...I ..II- I.&I~ . ~~ ...I ~ce - ,..~ > EB #5936 - o~ V ~v r__NES Camm.: 0430 I 1- Drawn By: B.J.V. I l Checked By: H.G. I Issue Date: 09/27/04 Revisions: 1\10. Date Oescri tion /\.u1 ,1\ ! , .., ,\ ! 1.\ __ /\ u/ 1\ _I I \ j c. j /..\ - - - '\ I._~ ...1 , L\ _1 1._\ .~ ,\_.L ;'~} I ..L /\ / / II ~ I ~ I ~ 4.0 z <( -I 0- W I- - VJ W Q. <( U en c z <C ..-I BUT LE R' S 1\) U r~ S [f\l' I i i\l C 10 II 15T11 SI l~ PINELLAS P^,~I\ ! I PII 727 -5~A -{)~~5. fAX: 7;U-5~ 1-5027. E-MAIL:OUlI r P~J1IIf";r P(OW',tI.CUM . rn' l,', II I DRAWN flY: RON BELKU CIIECKED BY: CIIUCK DUTilI' <( Z - 0::: <( :E ~ CO . ~ . i3 Ww~ I- ~g <( :3 LL. :> 0 cr.... >Ww 0::: ~ ~ <Cw ~~ Z<c -.low ~ ~ O....J ~ 0> (..) LO LO ...... ('t') ('t') L 1.3 II /' " II ... Z ~t ~ ' ~ ~ 0 ;1 00 :11 - oov ~ l- I . 4 ~" ", "IfZ " I- "If~ ~ -~ 0 .....V\ 1'40 A. t:~ V\ z xt 4 ~:x: ... \Ii ~ ....v I- 0-1&.1 ~t- 00: M. . ~z -' Moo 4 "If...l "If~ I- ~t Z 1'41 UI .....1&.1 ~ - Z 0 c: - -~ > Z '.,,t. UI '!r,( 0 .. . M " 0- Z 1&.111\ - t:lI\ Z :J..... V\M Z M .. 4 t-~ -' :e ~ ~It 0 t-o V\.... Z 0.... " 4 z .. ~ffi ... ...It- 1&.1-< . ~~ ... ~~ - """~ > EB #5936 - o~ V ~\J :"""l .. ""Ill HABITAT MANAGEMENT AND LANDSCAPING PERMITS. InnlGA TION NOTES ICONTINUED) u~~~ ~ ~[}={]~lUJ~ [F)lL~~u~~@ [Q)~U ~~lL~ THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRI- GATION SYSTEM TO COVER 100% OF ALL ON SITE PLANTING AREA. THIS SYSTEM SHALL CONTAIN BUT NOT LIMITED TO THE rOLLOWING: 1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER. 2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES. 3. SPRINKLER HEADS COMPATIBLE WITH THE TYPE OF PLANTING. 4. ELECTRIC VALVES. 5. GAUGE 14 UF COPPER WIRE. 6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES. Remove Illlllop I, (llll Around I op or 111111 Planliny Soil Miy.llI'<' CROWN SPREAD 1. A HABITAT MANAGEMENT AND LANDSCAPING PERMIT IS REQUIRED FOR THE DEVELOPMENT OF THIS PROJECT. APPLICATION SHOULD NOT BE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL HAS BEEN GRANTED. NOIE: ALL lREE SIAI<ES NIl> SlJl'I'(llil \'/II\I~; WILL BE REMOVE!) AFIER 1 COMI'II IL GROWING SEASor~. o. AN APPLICATION AND AN EXTRA COPY OF THE APPROVED FINAL APPLICATION PLAN MUST BE SUBMITIED TO THIS DEPARTMENT IN ORDER TO PROCESS THE PERMIT. b. ALL EXOTIC SPECIES, I.E., BRAZILIAN PEPPER (SCHINUS TEREBIN- THIFOLlUS), PUNK TREES (MELALEUCA QUINQUENERVIA), AND CHINESE TALLOW (SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION OF SITE DEVELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMITY TO PROTECTED PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED. SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR EROSION IS CREATED, THE AREA MUST BE RESTABILlZED WITH SUITABLE MATERIAL. WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE. I I I MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY RAIN BIRD CO. OR APPROVED EQUAL. 3" Minimum Mulch !i: l.' Ii} :c I~ernove Deud alld Injur cd .'wig!;l, lrim No Leodms, Retain Nalural Shope. 3/4" - 2 Ply Reinlorced Rubber or Plaslic Ilose White S\!rveyor' 9 lagginy lope, 6 Lenglh 3 - 12 Guoge Galvanized Vlir es Spocpd 120 Around 1 ree and Set At A 45'Angle Wilh 3- 1/ lill Duckbill Anchors Or Equal I THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY-OUT ALONG WITH , CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM ,. TO THE OWNER FOR APPROVAL PRIOR TO INSTALLATION. I I THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRAC10R FOR ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE ARCHITECT/ ENGINEER. : : I I I I ! 3" Soil Saucer c. ONCE FINAL ADMINISTRATIVE APPROVAL (FAA) HAS BEEN GRANTED, A BARRICADE INSPECTION CAN BE SCHEDULED. WHEN THE BARRICADES HAVE BEEN APPROVED THE PERMIT CAN BE TYPED AND RELEASED. CONCRETE CURBING Remove Container From Rootball Planting Soil Mixture Mound Iu I UIIII ';'IIIC'" - J" MinirnUlII r.IIII<:II 1")''', TREE PROTECTION AND PRESERVATION. Existing Soil TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS: 1. TREE BARRICADES AND/OR SILT SCREENS OR HAYBALES SHALL BE REQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED PRIOR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE PERMITS. THE LOCATION FOR EROSION CONTROL MEASURES ARE SHOWN ON THE CONSTRUCTION DRAWINGS. TREE STAKING & PLANTING DETAIL ADJACENT TO OR WITHIN V.U.A" N.T.S. ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH NON-POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY. i I i ANY BUILDING TO BE DEMOLISHED IS SUBJECT TO NOTIFICATION TO THE AIR TOXICS SECTION OF THE COUNTY DEPARTMEN r OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY DEMOLITION OF BUILDINGS. : SHRUB PLANTING DET AIL N.T.S. 2. ALL DESIRABLE TREES MUST BE RETAINED WHEREVER POSSIBLE. IT WILL BE REQUIRED THAT PROPOSED IMPROVEMENTS (i.e. BUILDINGS, WALKWAYS, DRIVEWAYS, POND BANKS, DRAINAGE SYSTEMS, ETC.) BE ADJUSTED TO RETAIN DESIRABLE TREES. GRADE CHANGES MUST BE SENSITIVE TO TREES REMAINING. IN GENERAL, NO GRADE CHANGES SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND 2/3 THE CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVED. CROWN SPREAD NOTE: All TREE STAKES AND SUPPORT WIRES Will BE REMOVED AFTER 1 COMPlETE GROWING SEASON. LANDSCAPING For Cabbage Palms: All Trunks to be Smooth and All Bum Marks Brushed Away for Washington Palms: leave 011 boots on trunk for Cabbage Palm Installation: Trim All Fronds at Time of Digging and Planting for Woshington Polm Inslollation: leave Inside row of fronds lie up with biodegradable twine 2 layers Burlap Pod at Support Contact - No Naile In tree Wood XERISCAPING 1. EACH LANDSCAPING AND REPLANT TREE MUST BE PLANTED WITHIN A MINIMUM FIVE (5) FOOT BY TEN (10) FOOT OPEN SPACE PLANTER WITH SUITABLE GROUND COVER. LANDSCAPE TREES MUST BE PLANTED IN SAME VICINITY AS VEHICULAR USE AREAS IN ORDER TO BREAK THE MONOTONY OF UNBROKEN EXPANSES OF PAVING. TREES MUST NOT BE PLANTED WITHIN MAINTENANCE EASEMENTS. NOJE: ^lL lHEE SIAI<ES AI~1l SUI'I'(I;:I ,llIiLS WILL BE REMOVED AFl m 1 COMPLE.II GROWING SEASON. ..~.:: . . . " . t . , . . , . .. , . i::~#~;/ . I :.~~~ I ',"!.': 1. ORGANIC MULCHES AND/OR DROUGHT TOLERANT GROUNDCOVERS WIl HIN PROPOSED LANDSCAPE PLANTER BEDS. : !i: l.' Ii} :c Remove Dead and Injured lwigs. 'him No Leaders, Reloin Natural Shope. 3/4" - 2 Ply Heinlorced Rubber or Plaslic Ilose \Vhite S\lrveyor's logging 'ope, 6 Lenglh I_NES Comm.: 0430 I . [IJr;lWn By: B.J.V. I ! 1__ GI'~~kC(J By: H.G. I . . :ll~s~e Date: 09/27/04 Revisions: II (). Date DescriDtion I <'I i / I / . I _ \ :1/\ 1 / j - / / ~J .\ I .1 . , /.~ / / :1 ' ..\ ( I / / \ I ~ / \ I / ~ " / / I _\ I - " I / I , I , \ / / ,- ., / / /\ / / / \ .... .c tJt 'ij :I: -x c 2 I- Wire Tie I 2. DROUGHT AND COLD TOLERANT PLANT MATERIAL. 2. THE USE OF XERISCAPE DESIGN MUST BE UTILIZED FOR THE REQUIRED LANDSCAPE DESIGN. THE DESIGN DEMONSTRATES THE USE OF A LOW VOLUME IRRIGATION SYSTEM, ORGANIC MULCHES, DROUGHT AND COLD TOLERANT PLANT MATERIAL. ZONING OF PLANT MATERIAL BY WATER REQUIREMENTS, SOIL AMENDMENTS (IF NECESSARY) AND THE PRACTICAL USE OF TURF. I ! 3. GROUPING OR ZONING PLANT MATERIAL BASE ON SIMILAR WATER REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION WATERING SYSTEMS.' , " , 3 - 12 Guage Galvoni7ed Wirc~' Spaced 120 Around 1 ree and Set At A 45'Angle With j- 1/ GIl Duckbill ^nchors Or Equal Remove after one growing SC(JSO'1. 2" x 4" Broce (Yellow Pine) Space Three at 120" Typical Remove after one growing season. 2" x 4. Stoke (Yellow Pine) Three Feet Long Remove after one growing season. Saucer Rim ... o I) o 3. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVE- MENT BY WHEEL STOPS, RAILROAD TIES, OR OTHER SUITABLE BARRIER, WHERE POSSIBLE, THE AREA BElWEEN THE BARRIER AND LANDSCAPE MATERIAL SHOULD REMAIN AS GREENSPACE. 4. THE USE OF SOIL TESTING TO IDENTIFY SOIL CONDITIONS NECES- SARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING. I 5. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, I MANURE'S, PEAT AND COMPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LANDS- CAPING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL CONDITIONS WARRANT THESE AMENDMENTS). I 6. THE PRESERVATION AND INCORPORATION OF EXISTING PLANT COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN. I I 7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT IRRIGATION. TREE ST AI{ING & PLANTING DETAIL N.T.S. - - . . - . : . .,. . . finish Grode 3" Minimum Mulch Rootball~ 16" Minimum Radius trom Trunk Washed-In and Tamped . Planting Soil Mixture Existing Soli Mound To Form Saucer ----- 3" Minimum Mulch Loyer Remove Burlap From Around lop 01 Boll Plan ling Soil Mixlure 4. LARGE TREE SPECIES PROPOSED FOR INSTALLATION MUST BE A MINIMUM OF 20 FEET AWAY FROM BUILDINGS, SIGNS, FENCES, LIGHT POLES, UTILITY LINES AND ANY OTHER OBSTRUCTIONS THAT MAY IMPAIR NATURAL GROWTH. Provide 0 minimum 5'xl0' unobstructed planling area PALM STAI<ING & PLANTING DETAIL N.T.S. 5. TREES PROPOSED FOR INSTALLATION MUST NOT BE IN CONFLICT WITH PROPOSED OR EXISTING UTILITY LINES OR STRUCTURES, EASE- MENTs OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE EVENT OF SYSTEM FAILURE. THESE FEATURES SUCH AS THE WATER LINES MUST REMAIN OUTSIDE THE 5' X 10' PLANTER AREA. 8. LOW-MAINTENANCE DESIGN. 6. SOILS WITHIN PLANTER BEDS MUST BE SUITABLE FOR PROPOSED PLANTED MATERIAL WITH REGARDS TO pH, SOIL TEXTURE, SOIL STRUCTURE, AND SEASONAL HIGH WATER TABLE. 7. ALL LANDSCAPE MATERIAL MUST BE FLORIDA GRADE #1 OR BETTER. TREE & StlRUB PLANTING DETAILS -- rJ) Z 0 - I- <C u - 1.1... - (.,) UJ Q.. (/) ~ V) -I - <C ~ w 0 w Q..., 1 <( 1 U ,1 r.n ~ c ~j Z : <( , ~-.J 8. ALL REQUIRED TREES MUST BE A MINIMUM OF 6' HIGH, 1-1/2" CALIPER AT TIME OF PLANTING. , 1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION SHALL BE BALLED OR BURlAPPED_ BARE ROOT TREES ARE NOT AC- CEPTABLE. ALL NONBIODEGRADABLE WRAPPINGS WILL BE REMOVED AI~D BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION. IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND BURLAPPED TREES. THE FIRST FEW ROWS OF EACH BASKET WILL BE REMOVED AT THE TIME OF INSTALLATION. ;\ I' 2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED WHERE SUPPORT WIRES ARE WRAPPED AROUND TREEj' TRUNKS/STEMS TO PREVENT CAMBIAL DAMAGE. I 3. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPE (NOT COMPACTED) AND A MINIMUM OF 18-24 INCHES WIDER THAN THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF THE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES ABOVE GRADE ON SITES CONTAINING CLAY. A 2 - 3' INCH LAYER OF ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH TREE. u~~~ ~~~~~~~[Q)~ [Q)~U ~~[L~ 9. ALL HEDGES MUST BE 24" HIGH AT THE TIME OF PLANTING, PLANTED AT 30" ON CENTER, AND BE MAINTAINED AT A MINIMUM OF 3' IN HEIGHT. HARDWOODS J~ " . ;\ I )11,j I:, 10. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM OF 5' WIDE. 1/ (' (, '- ) " I c \. , ',I ) C. \ \ ..F'" c:- 1~ , I ~-_/ I( ,-. I .- I \"., /' , I (/ l,j I I ' :~lrl=. -m~~. (~ ~">u.l II]I""~"'-, 'il__ lr.."~~~~/IIII : 'llr --- --IIi" I I I- I IRRIGATION NOTES C I 2/3 D. I' I np me ~ Full Dripline RIBBON BARRER I ~. 1. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER. THE DIST- RBuToN SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO COUNTY OR MUNICIPAL WATER SOURCES, UNLESS IT CAN BE DEMON- STRATED THAT THESE SOURCES ARE NOT AVAILABLE. ; I (;". - , I I .-31 , -J <~ I I I I , I I I I I I I , I I ,. , I I I I I I I I 11 I I I I I I I .. I.. I I .\ 2. IRRIGATION SYSTEMS MUST UTILIZE LOW VOLUME DESIGNS SUCH AS LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT AP- PLICATION 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. 1- X 4- Horizontal Wood Members or Approved Substitute A : 3'x2"x2" B 12" C 4'-5' D 1"x2" 6' - 8' ~ 4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS WILL BE NECESSARY, THE PlANTING MUST INCLUDE SOIL MIXTURE THROUGHOUT THE ENTIRE SECTION OF EACH PlANTER AREA TO A DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED PLANT MATERIAL. = 2- x 2" Vertical Wood Stakes 3. HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE SERVED BY A SEPARATE IRRIGATION ZONE THAN LOW WATER NEED PLANTER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE, SHALL ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER SUPPLY HOSE BIBB. I \ ill 1)1 iplillr~ Barriers Placed at Protective Radius 5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST BE CONSTRUCTED SUCH THAT L1MEROCK, ASPHALT, CONCRETE OR ANY OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE ,SURFACE INTO THE PLANTING AREAS. j : 6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT: RECOMMENDED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURAL. I I 7. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES THAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN) OF TREES/SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT GROWTH. THE LANDSCAPE BUFFER STRIP MUST BE CONSTRUCTED SUITABLE FOR PLANT MATERIAL INSTALLATION. I I I I , . WOOl) fENCE 2/3rd's drlpllne tor hardwoods 16'mlnl full drlpllne for pines 16'mlnl TREE BARRICADE DETAIL N.T.S. PROTECTIVE BARRIER DETAIL N.T.S. 4. AUTOMATIC IRRIGATION SYSTEMS MUST BE OPERATED BY AN IRRI- GATION SYSTEMS OPERATED BY AN IRRIGATION CONTROLLER CAPABLE OF DIFFERENTIATING BElWEEN 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. ..-,. .... .... ,. . ~... ..,.- . . -- - . 1IIIS IJR^WIIIr. I:; NI IIISmUMEtH or SF.lNlCE ANl> SIINL RWNll lilt I'ROrr HIY or IIIE [IIGIIIE.E.R, NlIJ SIWL lIor OE IlEI'RODUCEU, I'UBLlSIlEU OR USU> II' ~tl( WM WIIIIUIJl lIIE CotlSEtH or 1I1f: E:rIGltIEEIl. (pCOP'YTm:1I r ?fI(O' "'" l'III111<;lIrll 5. AUTOMATIC IRRIGATION SYSTEMS MUST BE EQUIPPED WITH RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED. SFf):)'j )OO~ 1m-HIE III I!. !mUSII, P.L ft333~(. COI'IES or lIIF5E rLAtIS ARE tWT VALID \11111.' . LMBOSSE.O Willi lllE SIGNING ENGIt~EEI(~; :>1 II ..... .... ..... Z:\2001J AuloCAD Projecls\OtJ50 - (C learwoler IJ oy Morino)\Landscape Specs.dwg, 9/27/200/1 9:09: lOAM ;.),;, .... j , '. ....1 <( Z - c::: <C :E " ~ LO LO I'- M en ('t) . ~ <C .0 W LJ,J 02 I- ~g <C ~ LI- 3: 0 ~.. WW 0:: u ..... cn<( <(0:;: W "~ Z<( -I OW (.) 0 -I 0)(,.) L 1.4 n u Q rr: w > (Y LLl en L.L.I ~ LL c o ~ <( oct f'-.. o to U '-..../ u o to o 4_' Q) J C CJ'l ,J Q) o :J ...... ~ <( - 2 <( f'-.. o f'-.. to ro oct o o N '-..... en N '-..... f'-.. . CJ'I :; T.J Q) ...... (f) /' o c L o 2 >- o m L Q) ...... o :; L o Q) U '-..../ o n oct o /' lf) ...... u Q) o L 0... o <I'. U o ...... ~ <( '<t" o o ('~ /' x ~'r\\..~ ~~ <\\)~ C,'v~r ~~~"J ~..t ~ll elUDED CEDAR STREET 40' RIGHT-OF-WAY 20' ASPHALT PAVEt.IENr- - --- 6' Y[Rl CURB 14 Lf.-2' OCCUPIED I 303 r "26'34" W. 2. 658.64 . FPC X Ir '. 3tJI: 41 'If Mf- 'IlP rpc - ---------------------------- -------- . ::? .----WOOQ DOCK~ (TYP.) ~ ....J ~ ~ ~ ~~ .. '" ......."'. ~~ ~~ vi NOT INCLUDED s ~~ . 6'<" 'ff. J>s I , ~~ 'Sf'~ II . ~S, t!: PALM OAK _ IC. ~_. .1\,' ,- ___f" c... (.c. , ,A.J)./ \ 07 ~_I' ,~ Y ~ ~ /.' -1 ~" l \0' t/)-t- Quo.ntlty SYMbol Scientific No.Me COMMon No.ME' Code No.Me Plo.ntlng Size ~ Bougo.lnvllleo. specto.bllls Bougo.lnvllleo. C Bosr;L; 15-Go.l, trellis 100 p Juniperus horlzonto.lIs Creeping Juniper PJ 3-Go.1.12"x12' Q;) Lo.gerstroeMlo. Indlco. Cro.pe Myrtle LI 2'-Co.l/8'ht 445 ... L1rlope Musco.rl Big blue lily -';urf LM 1-Go.l/12' full 0 Mo.gnollo. gro.ndlfloro. Southern Mo.gnollo. MG 2 1I2'-Co.lJO'ht 115 0 NerluM oleo.nder Oleo.nder OL 3-Go.l/36'ht 0 Quercus vlrglnlo.no. Southern live oo.k QV 2 1I2'-Co.lJO'ht 265 ff/ Ro.phlolepls Indlco. Indlo.n ho.wthorn IH 3-Go.U2'x12' * So.bo.l po.lMetto Po.lMetto SP B 8. B/I0'ct+ 562 8 ViburnUM odoro. tlsslMUM o.wo.bukl Awo.bukl Vlbur'nuM AV 3-Go.l/24'x24' SCALE. 1-.40' 20 40 40 o ... tJ) tn. .. J .bJ .. .... Z ;stt o 00 - CD '" t- I . ~ ~" ~ ~Z t- ~~ c:: - A. O ~'" I'4Q A. eX Z xi . .x c:: 110 '" L- ~w .- ~... CD: · ~x ... M.. ~ ~... ~ ~- . t- ~t Z 1'4 I III ~ w ~ - Z o c:: - > Z III . 0 M \J ~ Z W 11\ - !: 11\ Z :;)~ Z ~= . .... ... I:t Q A. ~- ...~ o "'9 Z QIIo ~ X .. ~ .ei ...... w. . ~~ ...~ "'. Pw 0... ~'" I NES Comm.: 0430 I I Drawn By: B.J.V. I I Checked By: H.G. I Issue Date: OS/20/04 Revisions: No. Date Descri tion / / 80 z :3 Q.. w I- - CI) w D.. <C (..) CI) C z <C ...J <C Z - a:: <C ~ ~ CD . a:: .~ Ww~ I- ::c g <C :3 LL. >O~ >ww I'Wf# (.) l- I.."- Cf.) <t <C03: W .0:: Z<t ...J Q W ~, Q...J '-' en (.) Lt') Lt') ?"- M M BUTLER'S NURSERY, INC 7011 75TH ST N PINELLAS PARK FL. 33781 PH 727-544-0<<5, FAX: 727-541-5027, E-WAIL:BUTlERSHURSERY...SH.COW DRAWN BY: RON BELKO CHECKED BY: CHUCK BUTLER L1.1 , .~\ ,. ( I i I l . i~~. t I ~ . [ . 1:- I. ~ :. I f " ' I;' ' 1 I I, I. , ! ,. ( I. i, I ~ ! . , , " I'.'" I' " , 1. I. ,.' , " :\ . r:! i' I,'" I' . j. . I I ..... P" ""IIIl HABITAT MANAGEMENT AND LANDSCAPING PERMITS, 1. A HABITAT MANAGEMENT AND LANDSCAPING PERMIT IS REQUIRED FOR THE DEVELOPMENT OF THIS PROJECT. APPLICATION SHOULD NOT BE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL HAS BEEN GRANTED. o. AN APPLICATION AND AN EXTRA COPY OF THE APPROVED FINAL APPLICATION PLAN MUST BE SUBMITTED TO THIS DEPARTMENT IN ' ORDER TO PROCESS THE PERMIT. b. ALL EXOTIC SPECIES, I.E., BRAZILIAN PEPPER (SCHINUS TEREBIN- THIFOllUS), PUNK TREES (MELALEUCA QUINQUENERVIA), AND CHINESE TALLOW (SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION OF SITE DEVELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMllY TO PROTECTED PLANT MATERIAL. HAND REMOVAL WILL BE REQUIRED. SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR EROSION IS CREATED. THE AREA MUST BE RESTABILlZED WITH SUITABLE MATERIAL. . c. ONCE FINAL ADMINISTRATIVE APPROVAL (FAA) HAS BEEN GRANTED, A BARRICADE INSPECTION CAN BE SCHEDULED. WHEN THE BARRICADES HAVE BEEN APPROVED THE PERMIT CAN BE lYPED AND RELEASED. TREE PROTECTION AND PRESERVATION. TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS: 1. TREE BARRICADES AND/OR SILT SCREENS OR HAYBALES SHALL BE REQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED PRIOR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE PERMITS. THE LOCATION FOR EROSION CONTROL MEASURES ARE SHOWN ON THE CONSTRUCTION DRAWINGS. 2. ALL DESIRABLE TREES MUST BE RETAINED WHEREVER POSSIBLE. IT WILL BE REQUIRED THAT PROPOSED IMPROVEMENTS (i.e. BUILDINGS, WALKWAYS, DRIVEWAYS, POND BANKS, DRAINAGE SYSTEMS, ETC.) BE ADJUSTED TO RETAIN DESIRABLE TREES. GRADE CHANGES MUST BE SENSITIVE TO TREES REMAINING, IN GENERAL, NO GRADE CHANGES SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND 2/3 THE CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVED. LANDSCAPING 1. EACH LANDSCAPING AND REPLANT TREE MUST BE PLANTED WITHIN A MINIMUM FIVE (5) FOOT BY TEN (10) FOOT OPEN SPACE PLANTER WITH SUITABLE GROUND COVER. LANDSCAPE TREES MUST BE PLANTED IN SAME VICINllY AS VEHICULAR USE AREAS IN ORDER TO BREAK THE MONOTONY OF UNBROKEN EXPANSES OF PAVING. TREES MUST NOT BE PLANTED WITHIN MAINTENANCE EASEMENTS. 2. THE USE OF XERISCAPE DESIGN MUST BE UTILIZED FOR THE REQUIRED LANDSCAPE DESIGN. THE DESIGN DEMONSTRATES THE USE OF A LOW VOLUME IRRIGATION SYSTEM. ORGANIC MULCHES, DROUGHT AND COLD TOLERANT PLANT MATERIAL, ZONING OF PLANT MATERIAL BY WATER REQUIREMENTS, SOIL AMENDMENTS (IF NECESSARY) AND THE PRACTICAL USE OF TURF. 3. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVE- MENT BY WHEEL STOPS, RAILROAD TIES, OR OTHER SUITABLE BARRIER, WHERE POSSIBLE, THE AREA BElWEEN THE BARRIER AND LANDSCAPE MATERIAL SHOULD REMAIN AS GREENSPACE. 4. LARGE TREE SPECIES PROPOSED FOR INSTALLATION MUST BE A MINIMUM OF 20 FEET AWAY FROM BUILDINGS. SIGNS. FENCES, LIGHT POLES. UTIU1Y LINES AND ANY OTHER OBSTPUC110NS THAT MAY IMPAIR NATURAL GROWTH. 5. TREES PROPOSED FOR INSTALLATION MUST NOT BE IN CONFLICT WITH PROPOSED OR EXISTING UTllIlY LINES OR STRUCTURES, EASE- MENTs OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE EVENT OF SYSTEM FAILURE. THESE FEATURES SUCH AS THE WATER LINES MUST REMAIN OUTSIDE THE 5' X 10' PLANTER AREA. 6. SOILS WITHIN PLANTER BEDS MUST BE SUITABLE FOR PROPOSED PLANTED MATERIAL WITH REGARDS TO pH, SOIL TEXTURE, SOIL STRUCTURE, AND SEASONAL HIGH WATER TABLE. 7. ALL LANDSCAPE MATERIAL MUST BE FLORIDA GRADE #1 OR BETTER. 8. ALL REQUIRED TREES MUST BE A MINIMUM OF 6' HIGH, 1-1/2" CALIPER AT TIME OF PLANTING. 9. ALL HEDGES MUST BE 24" HIGH AT THE TIME OF PLA.NTING, PLANTED AT 30" ON CENTER. AND BE MAINTAINED AT A MINIMUM OF 3' IN HEIGHT. 10. WHERE LA.NDSCAPE OR REPLANT TREES ARE PROPOSED TO BE PLA.NTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM OF 5. WIDE. IRRIGA TION NOTES 1. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLA.IMED WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER. THE DIST- RBuToN SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO COUNlY OR MUNICIPAL WATER SOURCES. UNLESS IT CAN BE DEMON- STRATED THAT THESE SOURCES ARE NOT AVAILA.BLE. 2. IRRIGATION SYSTEMS MUST UTILIZE LOW VOLUME DESIGNS SUCH AS LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT AP- PLICATION 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 LA.NDSCAPE AREAS SUCH AS TURF MUST BE SERVED BY A SEPARATE IRRIGATION ZONE THAN LOW WATER NEED PLA.NTER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE, SHALL ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER SUPPLY HOSE BIBB. 4. AUTOMATIC IRRIGATION SYSTEMS MUST BE OPERATED BY AN IRRI- GATION SYSTEMS OPERATED BY AN IRRIGATION CONTROLLER CAPABLE OF DIFFERENTIATING BElWEEN THE SCHEDULES OF HIGH AND LOW WATER DEMAND AREAS. CONTROLLERS MUST HAVE MULTIPLE CYCLE START CAPACllY AND A FLEXIBLE CALENDAR PROGRAM ABLE TO BE SET TO COMPLY WITH LOCAL OR WATER MANAGEMENT DISTRICT IMPOSED. RESTRICTIONS. 5. AUTOMATIC IRRIGATION SYSTEMS MUST BE EQUIPPED WITH RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED. ....,j ,. .... IRRIGA TION NOTES ICONTINUEDI THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRI- GATION SYSTEM TO COVER 100% OF ALL ON SITE PLA.NTING AREA. THIS SYSTEM SHALL CONTAIN BUT NOT LIMITED TO THE FOLLOWING: 1, UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER. 2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES. 3. SPRINKLER HEADS COMPATIBLE WITH THE lYPE OF PLANTING. 4. ELECTRIC VALVES. 5. GAUGE 14 UF COPPER WIRE. 6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES. WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE. MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY RAIN BIRD CO. OR APPROVED EQUAL. THE CONTRACTOR SHALL SUBMIT A SYSTEM LA.Y -OUT ALONG WITH CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE OWNER FOR APPROVAL PRIOR TO INSTALLATION. THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE ARCHITECT/ ENGINEER. ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH NON-POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY. ANY BUILDING TO BE DEMOLISHED IS SUBJECT TO NOTIFICATION TO THE AIR TOXICS SECTION OF THE COUNTY DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY DEMOLITION OF BUILDINGS. XERISCAPING 1. ORGANIC MULCHES AND/OR DROUGHT TOLERANT GROUNDCOVERS WITHIN PROPOSED LANDSCAPE PLANTER BEDS. 2. DROUGHT AND COLD TOLERANT PLA.NT MATERIAL. ':'. GROUPING OR ZONING PLA.NT MATERIAL BASE ON SIMILA.R WATER REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION WATERING SYSTEMS. 4. THE USE OF SOIL TESTING TO IDENTIFY SOIL CONDITIONS NECES- SARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING. 5. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS. MANURE'S, PEAT AND COMPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LANDS- CAPING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH CF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL CONDITIONS WARRANT THESE AMENDMENTS). 6. THE PRESERVATION AND INCORPORATION OF EXISTING PLANT COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN. 7. THE MINIMAL USE OF TURF GRASSES WHiCH REQUIRE FREQUENT IRRIGATION. 8. LOW-MAINTENANCE DESIGN. TREE & SHRUB PLANTING DETAILS 1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION SHALL BE BALLED OR BUR LAPPED. BARE ROOT TREES ARE NOT AC- CEPTABLE. ALL NONBIODEGRADABLE WRAPPINGS WILL BE REMOVED AND BURLA.P WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION. IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND BURLAPPED TREES. THE FIRST FEW ROWS OF EACH BASKET WILL BE REMOVED AT THE TIME OF INSTALLATION. 2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE GPOWING SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS/STEMS Te PREVENT CAMBIAL DAMAGE. 3. PLA.NTING HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPE (NOT COMPACTED) AND A MINIMUM OF 18-24 INCHES WIDER THAN THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH THA.T THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF TH::: PLA.NTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES ABOVE GRADE ON SITES CONTAINING CLAY. A 2 - 3 INCH LAYER OF ORGANIC MULCH MUST ALSO BE PLA.CED OVER THE ENTIRE SURFACE OF EACH PLA.NTING HOLE. TO PREVENT FUNGAL INFECTION MULCH SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH TREE. 4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE THHOUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED PLANT MATERIAL. 5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST BE CONSTRUCTED SUCH THAT L1MEROCK, ASPHALT, CONCRETE OR ANY OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO THE PLA.NTING AREAS. ' 6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURAL. 7. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES THAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN) OF TREES/SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT GROWTH. THE LA.NDSCAPE BUFFER STRIP MUST BE CONSTRUCTED SUITABLE FOR PLANT MATERIAL I NSTALLA.TION. ~...,j CROWN SPREAD 1r~~~ ~ ~[}{]~(VJ~ [pJ[L~~1r~~@ [Q)~1r ~~[L~ ... J 3" Minimum Mulch 3" Soil Saucer I" I: :1\1.. . 111 III : I ! 111 . " , , ' " Remove Container ill,' 5 :'.': Iii 111_1,,1 From Rootball "I I: ',' . . .... I III / ~'".' . 6~'.:Miri. J .' ~., Planting Soil Mixture .i11 . . ~ . .' ': "..: i I .\ III! III. 111111: .III!II .II! , ! II III III 111111 111.1 ! i .1 Existing Soil SHRUB PLANTING DETAIL N.T.S. CONCRETE CURBING ASPHALT PAVEMENT ' ROAD BASE ~ NOTE: ALL TREE STAKES AND SUPPORT WIRES Will BE REMOVED AFTER 1 COMPLETE GROWING SEASON. For Cabbage Palm Installation: Trim All Fronds at 11me of Digging and Planting For Washington Palm Instanotion: Leave Inside row of fronds rre up with b1odegrodoble twine .... .c CI' 'j X '" c 2 I- L i (; For Cabbage Palms: All Trunks to be Smooth and All Bum Marks Brushed Away For Washington Palms: Leave 011 boots on trunk 2 Loyerw Burlap Pod at Support Contact - No Nalls In tree Wood Wire 11e Flnlsh Grode I : I I I I, III 3- Minimum Mulch I . Ii" .1' ... I i i i II i III:. RootballL. 16- Minimum , I , I III. . .111 Radius tram Trunk '11'111 ." . Washed-In and Tomped III. .11 i . .... .~. III Planting Soil Mixture Ii III "I'll ,::' ~ :.";: ".,' . :: .)1.llL-1 ,_: ; 1""'1" Existing Soli .. . .I!!. .,I'..!II..III. I. .. '11111 .111. ""IWJII..IW. ., f ." I" . I'. !. PALM STAKING & PLANTING DETAIL N.T.S. NOTE: AlL TREE STAKES AND SUPPORT WIRES WILL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. :1" \Il .. .,,~ eI. i . . .j: !i: C) Iil :J: Remove Dead and Injured Twigs, Trim No Leaders. Retain Natural Shope. 3/4- - 2 Ply Reinforced Rubber or Plastic Hose White SlIrveyor's Togging Tope, 6 Length I 3 - 12 Guage Galvanized Wires Spaced 120 Around Tree and Set At A 45.Angle With 3- , 68 Duckbill Anchors Or Equal Mound To Form Saucer 3" Minimum Mulch Loyer Remove Burlap From Around Top Of Boll Planting Soil Mixture ",. ,', -'^ ~ ,.'.. 'i ;I.~~: H' TREE ST AKING & PLANTING DETAIL ADJACENT TO OR WITHIN V.U.A. N.T.S. ,'.i." "" , ,~ t, I. " CROWN SPREAD 4 "~ -I..l....:~~;::~t...:.. EB #5936 f: ,; ..j.;,.: NOTE: ALL TREE STAKES AND SU;'."ORT WIRES WILL BE REMOVED AFTER 1 COMr" ..DE GROWING SEASON, " z =~ 0 00 - CD" I- , . ~ ~" ~~ I- ~~ ~ -A. 0 "'" 1"40 At t::Z '^ - Z xt ~ ~X ~ ..." I- ~... ~... CD'" . 1"4'" ,Z ... "".. ~ ~. ~~ I- t:~ Z 1"4' UI ,,'" t - z 0 " > Z UI . 0 "" \:I ~ Z "'Ift - tift Z :)" ",,,,, Z "" .. ~ ti~ .. ...a At a=~ Q "'0 "'... Z 0'" ~ Z .. .. ~ei ...... ...~ . ~~ III ...~ "~ ~ ,..... 0... \J ~" !i: C) Iil :J: Remove Dead and Injured Twigs, Trim No Leaders, Retain Naturol Shope. 3/4" - 2 Ply Reinforced Rubber or Plastic Hose White SlIrveyor' s Togging Tope, 6 Length I NESfComm.: 0430 I I Drawn By: B.J.V. I Checked By: H.G. Issue'Date: OS/20/04 Revisions: No. Dote Descri tion I 3 - 12 Guage Galvanized Wires Spaced 120 Hound Tree and Set At A 45'Angle With 3- , 68 Duckbill Anchors Or Equal Remove after one growing season, Mound To Fonn Saucer 3" Minimum Mulch Layer Remove Burlap From Around Top Of Boll Planting Soil Mixture 2- x .- Broce (Yellow Pine) Spoce Three at 120" Typical Remove after one growing season. 2- x .. Stoke (Yellow Pine) Three Feet Long Remove after one growing season. Saucer Rim Provide 0 minlrlum 5'x10' unobstructed plonting area TREE STAKING & PLANTING DET AIL N.T.S. 1r~~~ ~~~~~~~[Q)~ [Q)~1r ~~[L~ 6' - 6' 1 - X 4- Horizontal Wood Members or Approved Substitute . 4' 2" x 2- Vertical Wood Stokes Barriers Placed at Protective Radius . . 2/3rd's drlpllne for hardwoods 16'mln) full drlp"ne for pines 16'mlnl TREE BARRICADE DETAIL N.T.S. (I) Z 0 - ~. (.) - ..... e:( -: (.).", I' I Z W", ~, ,IJ - 0... i 0:: ' :i (I)' , : e:( I ~;; :E I I CI) ~ 10 I ....I 10 I - l"'- I <C C") CD C") I 1-',' I . w;: 0::: <C I .0 I ~:::r ~ w wQ2 I ~o I w: " ~ I .....I I D..:, :5~ I <Co. ~ O~ : "f' ;:-ull Dripline I (.) I UJ W .-1 U to- I .en '. tn<t WOOD FENCE ~; <C 03: w .~ Z' Z<c :3 -I OW (.) 0-' cnU HARDWOODS I I I I I I I i1 : I I I I I .. I . I A : 3'x2"x2" B : 12" C 4'-5' o : 1 "x2" I 2/3 D. ,. I np me --, Full Dripline RSBON BARRER PROTECTIVE BARRIER DET AIL N.T.S. mlS DRAWING IS AN INSTRUMENT Of SEIMCE AND SHALl. REMAIN THE PROPERlY OF mE ENGINEER, ANI) SIJ\ll NOT BE REPRODUCED. PUBUSHED OR USED IN N(( WAY WI1HOOT mE CONSENT Of mE ENGINEER, (QCOPYRIGHT 2004 NOT ~ L 1.2 '~UL 2 9 200~- KENNETH H. ROUSH, P.E. #33366 COPIE.S OF' II lESE rU\NS ME NOT VNJD UNI..f.'JS EMBOSSED WITH THE SIONING ENGINEER'S SEAl. ~ .......... I I ....., 4. ~~ Iv ~. ~ ......... ......... NOr '-. -. -'- .--.-- .. BAY _ PALM ~ OAK + PINE + MAGNOLIA ~ CEDAR (] SCHEFFLERA EO L1GUSTRUM ~f ROSEWOOD o HICKORY NUT ~ GUAVA ~ CAMPHOR ~ >- i!:>-~ ~~ ~/f5 ~,",-f-.:. ~o~ ~,.!~ ~::t:: ~-...J Q 0:: i:::! ~ CIJ !J]>-'"<:f: ;$ is! 0 ii? ~& ClJk! ~~ - ~s~ ~~ ~ <- ~~ ~~\) c.,'v"Y ~~ POWER ,} BOX . ~ r-..: ...,. C"4 r:: 1 G " PIUNGS /" (TYPICAL) /\ en S. 8t 26' 34' E 3t:: .- 1~ 55' 31" E. 49.72' 7fJ 35' 38" E. 25.51' N. 7& 51' ,34" W. 21.26 ~ ~\~~ ~o~\~ ~~s'\ .. :::? o OS SUBMERGED LAND LEASE BY. BUYER - II") o c:::> - vi ,., . Jh.~lf.Z :.r...~" ~ Cf'1t- ~ ~..~ t1 "'a.a. o S. 1q 06' f9"W. 40.10 s. NOT INCLUDED L...i .. ~ "- ~~......... ~ ......... o ~ - - ......... ......... ZONE vO , BJ.E. = 12 P 0 ::>i:.. SUBMERGED LAND LEASE BY. SELLER ~ ~\~~ 1J0.74, Jt:, N. v "2" Jr. IJ; .0, .........~" " ~ PIUNG(TYP.) a" / ......... 000 DOCK f~rTYP.) .................. ......... -'- -'-'---.-_ 309.67' -. -. -. -. -. -'- ......... ......... o SOUTH BOUNDARY UNE OF CEDAR STRE BASIS OF FIELD BEARINGS S. 06 11' N E CORNER OF SE li4' OF SEC. 9-29-15 WEST 658.64 10' 02i w. 9.62' C9 N. E. CORNER LOT 1, BUC 2 J.A. GORRA'S SUBDIVISION AS DESCRIBED IN O.R. BOOK 5625 PAGE 1715 Illll.04' ---- ---- ---- w . " ... ..... - b ::::10' N a. S. "8' 26' 34' E. 135.07' ~ # ~# ~ ~ ~ AREA 'U' IU' u z: 9 5 m METAL BUILDING ~ IU' :Z o - - L S ::Ii '2.11' IClO.22' e IY ~! e IY .t! '-- . ,;. ~ ~ ~ -~~~ V , , -, en r~s DOCK N. 8~ 55' ,00" I w. . 38.06 '\ ~~ ~~ :J: I- :::> ~~I ~ -.;- -t.. ..:) .-:.> -- I ..;- _ 227.8' f ~_J I - I I L -~ I S. 860 02' zr t 210.0' SUBMERGED LAND LEASE BY. BUYER o .... vi PIUtGS (TYPICAL) /~~ t- '- ~ g COVEqED BOAT SLIPS - 5"'. '-" / / ZONE VE B.F.E.= 14 o o / o o o o Q 0 ~\~~ ~ 0 0 o o o o o o o ( o o o '- o o o o o o o o o o I~ o o 0 >~YHHHH:; I . en 1L,3 PAGE 269 o o o o o ~ <6 00 00 COVERED BOAT SUPS o o o o o o ......... o o o o o o 00 o o 00 o 0 0 ......... o o o ......... o ......... W Q DOCKS (TYP.) ......... c. 8 1 SUBDIVISION PG. 26 )f W ",PP ~ 39 S. ..-....,. SCAt.S~ 1..40' 40 0 ~ 1_\1} tn. .~ .. EB #5936 ... ~ ~ .... z ~~ o 00 - cov I- I . ~ ~" ~ 'lit Z I- 'lit ~ ~ -A. O .... '" 1'40 ~ !::z Z xi ~ ~:z: ~ u.~ I- ~ to- ~'" co... · ':'z .. "".. ~ 'lit... ~ 'lit. I- _~ Z ~ I UI .... ... t - z o ~ - > Z UI . 0 "" ~ ~ Z ... '^ - I-,^ -.... Z ::> "" z ":. "" ~ I-~ ~ :0 ~ ~- I-~ Q ",g Z 0.... z ~ ~ ~f5 .. ... to- ...~ . ~~ ...~ = V~ > -... - 0... \J ~ V I NES Comm.: 0430 I I I Drawn By: B.J.V. I I Checked By: H.G. llssue Date: Revisions: No. Date ^, ..I=do _ 1\ 11.~ -~ OS/20/04 Descri tion ~ o I- Z LLI > Z - 80 LLI LLI Q:: I- ., <..,; ..~ ~.. ~ () ~. ~~ ......... ~, ~ .......... ~hp~ " ~!lY~a.il . ~r' ~~~lY~ I "-'ljtY ~.~ AI ~l.# I'. 020 CL.UDfD <( Z - 0::: <( :E > ~ <( ~ CO ~ 0::: ~ w u.i 0:: I- ~g <( <( ... 3:..J ... Ott:: ww 0::: ~ ~ <(03: WZ~ ....I 0 w *' 0-1 '-' en (..) E\~EO / ) ( . O'J 1 t) 1~~4 RIMENI N\NG D~:\N p..,IER I Or C\. BlJT!.ER'S NURSERY, INC - T N PINELLAS PARK FL. 33781 70 . .)TH S 41-5027 E-MAIL:BUTLERSNURSERYOt.lSN.COt.l PH 727-54-1- 144~.. fAX: 727-5 . DRAWN BY: RON BELKO C.IEeKED BY: CHUCK BUTLER ii ANTIGUA BAY PRELIMINARY BEING A REPLAT OF LAND ONCE KNOWN TO BE CLEARWATER BAY MARINA WHICH INCLUDED ALL OF LOTS 1,2 AND 3, BLOCK 2, J.A. GORRIA'S SUBDIVISION AS RECORDED IN PLAT BOOK 1, PAGE 44; AND ALL OF LOTS 13, 14, 23 AND A PORTION OF LOT 22, SUE BARCO SUBDIVISION, AS RECORDED IN PLAT BOOK 1, PAGE 26; TOGETHER WITH PART OF UNNAMED STREETS UNOFFICIALLY KNOWN AS "NICHOLSON STREET" AND "UNNAMED STREET" ALL RECORDED IN PUBLIC RECORDS PINELLAS COUNTY, FLORIDA; AND A PLAT OF A PORTION OF SUBMERGED LANDS ADJACENT TO THE PROPERTY SECTION 9, TOWNSHIP 29 SOUTH, RANGE 15 EAST, CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA LEGAL DESCRIPTION ANTIGUA BAY A PARCEL OF LAND BEING IN THE STATE OF FLORIDA, COUNTY OF PINELLAS, CITY OF CLEARWATER, SECTION 9, TOWNSHIP 29 SOUTH, RANGE 15 EAST, KNOWN TO BE CLEARWATER BAY MARINA AND ITS OUT PARCEL COMMENCE AT THE NORTHEAST CORNER OF LOT 2, BLOCK 2, J.A. GORRA'S SUBDIVISION, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK I, PAGE 44 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. SAID POINT BEING THE WESTERLY CURB AND GUTTER ON OSCEOLA A VENUE AND ALSO THE POINT OF BEGINNIG: THENCE N. 14 DEG. 41' 14" E. ALONG SAID CURB A DISTANCE OF 64.94 FEET, THENCEN. 89DEG. 03'47" W. A DISTANCE OF 9.52 FEET TO THE N.E. CORNER OF LOT I, BLOCK 2, J.A. GORRA'S SUBDIVISION AS RECORDED IN PLAT BOOK I, PAGE 44, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE N. 89 DEG.03'47" W., ALONG THE NORTH BOUNDARY LINE OF LOT I, BLOCK 2, J.A. GORRA'S SUBDIVISION A DISTANCE OF 151.47 FEET TO A 3" X 3" CONCRETE MONUMENT WITHOUT SURVEYOR'S ID.; THENCE N. 88 DEG. 03'47" W. A DISTANCE OF 120.01' FEET TO A POINT DESCRIBED IN O.R. BOOK 572, PAGE 607 SAID POINT BEING 11.55 FEET SOUTH AND 1507.98 FEET WEST OF THE NORTHEAST 1/4 CORNER OF SECTION 9, TOWNSIllP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA; THENCE N. 89 DEG. 26'34" W. ALONG A CONCRETE SEAWALL A DISTANCE OF 658.99 FEET, TO THE BULKHEAD LINE, AND THE EASTERLY RIGHT-OF-WAY LINE FOR THE INTERCOASTAL WATERWAY, THENCE S.10DEG. 40'47" W., ALONG SAID BULKHEAD LINE, A DISTANCE OF 71.99 FEET; THENCE ALONG THE EDGE OF A BOAT BASIN THE FOLLOWING 2 COURSES RUN S. 79 DEG. 35'38" E., A DISTANCE OF 26.06 FEET, THENCE N. 10 DEG. 55'31" E., A DISTANCE OF 49.72 FEET TO A POINT ON A LINE DESCRIBED IN THE OR BOOK 572, PAGE 607, SIGNED BY THE TRUSTEES OF THE INTERNAL IMPROVEMENT FUND OF THE STATE OF FLORIDA; THENCE ALONG THOSE LINES AS DESCRIBED THE FOLLOWING 5 COURSES RUN S. 89 DEG. 26'34" E., A DISTANCE OF 46.20 FEET THENCE S. 00 DEG. 33'26" W., A DISTANCE OF 45.00 FEET THENCE S. 89 DEG. 26'34" E., A DISTANCE OF 216.00 FEET THENCE N. 00 DEG. 33'26" E., A DISTANCE OF 20.00 FEET THENCE S. 89 DEG. 26'34" E., A DISTANCE OF 135.07 FEET TO THE EDGE OF A CONCRETE SEAWALL THENCE S. 00 DEG. 34'24" E., A DISTANCE OF 95.70 FEET TO A POINT ON A LINE DlSCRmED IN DEED NO. 19440, SIGNED BY THE TRUSTEES OF THE INTERNAL IMPROVEMENT FUND OF THE STATE OF FLORIDA; THENCE ALONG THOSE LINES AS DESCRmED THE FOLLOWING 3 COURSES RUN N. 88 DEG. 55'00" W., A DISTANCE OF 38.06 FEET THENCE S. 01 DEG. 05'00" W., A DISTANCE OF 185.00 FEET THENCE S. 88 DEG. 55'00" E., A DISTANCE OF 16.86 FEET TO THE EDGE OF A CONCRETE SEAWALL THENCE ALONG SAID SEA WALL EDGE S. 26 DEG. 42'03" W., A DISTANCE OF 32.30 FEET TO A POINT ON THE NORTH LINE OF A PARCEL DESCRIBED IN O.R. BOOK 101, PAGE 274; DEED OF CONVEYANCE BY THE CITY OF CLEARWATER THENCE N. 76 DEG. 57'19" W., A DISTANCE OF 131.91 FEET TO THE EDGE OF A CONCRETE SEAWALL THENCE ALONG THE EDGE OF SAID SEAWALL RUN N. 64 D]~G. 12' 13" W., A DISTANCE OF 298.37 FEET; THENCE CONTINUING ON SAID SEAWALL EDGE N. 11 DEG. 06'29" E., A DISTANCE OF 44.91 FEET, THENCE N. 76 DEG. 51'34" W., A DISTANCE OF 21.97 FEET TO THE AFORE MENTIONED BULKHEAD LINE AND THE EASTERLY RIGHT -OF-WAY LINE FOR THE INTERCOSTAL W A TERW A Y, THENCE S. 10 DEG. 40' 47"W., ALONG SAID BULKHEAD I RIGHT -OF-WAY LINE A DISTANCE OF 88.96 FEET, THENCE S. 62 DEG. 35'42" E., A DISTANCE OF 444.45 FEET; THENCE N. 72 DEG. 58'53" E., A DISTANCE OF 176.33 FEET; THENCE S. 77 DEG. 22'56" E., A DISTANCE OF 74.93 FEET; THENCE S. 89 DEG. 28'00" E., A DISTANCE OF 136.63 FEET; THENCE S. 15 DEG. 58'45" W., A DISTANCE OF 29.86 FEET; THENCE S. 77 DEG. 21 '01" E., A DISTANCE OF 29.97 FEET; THENCE N. 15 DEG. 58'45" E., A DISTANCE OF 58.92 FEET; THENCE S. 77 DEG. 11' 51" E.., A DISTANCE OF 100.00 FEET; THENCE N. 04 DEG. 42'59" E., A DISTANCE OF 155.17 FEET; THENCE N. 14 DEG. 24'44" E., A DISTANCE OF 162.60 FEET; THENCE N. 16 DEG. 21'04" E., A DISTANCE OF 30.00 FEET; TO THE POINT OF BEGINNING. BEING SUBJECT TO ALL EASEMENTS AND RESTRICTION OF RECORD. CONTAINING 5.8697 ARES MORE OR LESS OR 255686.87 SQUARE FEET MORE OF LESS. ALSO KNOWN AS; BEGIN AT THE INTERSECTION OF THE NORTH LU:Z OF LOT I, BLOCK 2, J.A. GORRA'S SUBDIVISJON, AS RECORDED IN PLAT BOOK I, PAGE 44, OF PINELLAS COUNTY RECORDS, AND THE BACK OF THE WEST'<:RLY CURB AND GUTTER ON OSCEOLA A VENUE AND RUN THENCE NORTH 89 DEG. 39'57" WEST 2.25 FEET TO AN IRON AXLE, THENCE NORTH 89 DEG. 39'57" W. 158.94 FEET TO A CONCRETE MONUMENT, SAID MONUMENT LYING SOUTH 89 DEG. 39'57" E., 120.19 FEET FROM AN IRON AXLE ON SAID NORTH LINE, THENCE S. 01 DEG. 10'49" E., 63.11 FEET TO A CONCRETE MONUMENT, THENCE SOUTH 89 DEG. 39'57" E., 143.94 FEET TO BACK OF SAID WESTERLY CURB, THENCE NORTH 14 DEG. 12'57" E., 65.0 FEET ALONG SAID CURB TO POINT OF BEGINNING. SUB-PARCEL I-B LOTS I, 2, 3, 8 AND 9, IN Fr. BLISH SUBDIVISION, CLEARWATER, FLORIDA, ACCORDING TO THE MAP OR PLAT THEREOF RECORDED IN PLAT BOOK I, PAGE 27, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. LOT 1 OF SUE BARCO SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF AS THE SAME APPEARS FO RECORD IN PLAT BOOK I, PAGE 26, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. LOT 10 OF F. T. BLISH SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF AS THE SAME APPEARS OF RECORD IN PLAT BOOK I, PAGE 27, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. BEGINNING AT THE NORTHWESTERLY CORNER OF LOT 10 OF F. T. BLISH SUBDIVISION, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK I, PAGE 27, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE RUN WESTERLY ALONG THE PROJECTION OF THE NORTHERLY LINE OF SAID LOT 10, 23.7 FEET; THENCE SOUTHERLY ALONG THE EASTERLY RIGH-OF-W A Y LINE OF OSCEOLA AVENUE AS IT EXISTED AUGUST 30, 1939 AND NOW EXISTS, 46 FEET; THENCE EASTERLY ALONG THE PROJECTION OF THE SOUTHERLY LINE OF SAID LOT 10, 12 FEET TO THE SOUTHEASTERLY CORNER OF SAID LOT 10; THENCE NORTHERLY ALONG THE WESTERLY BOUNDARY OF SAID LOT 10, 50.064 FEET TO THE POINT OF BEGINING. AS TO PARCEL 2: THE EASTERLY 10 FEET, MORE OR LESS OF LOT 1, BLOCK 2, J.A. GORRA'S SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK I, PAGE 44, PUBLIC RECORDS OF PINELLASCOUNTY, FLORIDA. AND THE WEST 50 FEET OF THE EAST 150 FEET OF LOT I, BLOCK 2, GORRA'S SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK I, PAGE 44, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. ALSO KNOWN AS: BEGIN AT THE INTERSECTION OF THE NORTH LINE OF LOT I, BLOCK 2, J.A. GORRA'S SUBDIVISION, AS RECORDED IN PLAT BOOK 1, PAGE 44, OF PINELLAS COUNTY RECORDS, AND THE BACK OF THE WESTERLY CURB AND GUTTER ON OSCEOLA AVENUE AND RUN THENCE NORTH 89 DEG. 39'57" WEST 2.25 FEET TO AN IRON AXLE, THENCE NORTH 89 DEG. 39'57" W., 158.94 FEET TO A CONCRETE MONUMENT, SAID MONUMENT LYING SOUTH 89 DEG. 39'57" E., 120.19 FEET FROM AN IRON AXLE ON SAID NORTH LINE, THENCE S. 01 DEG. 10'49" E., 63.11 FEET TO A CONCRETE MONUMENT, THENCE SOUTH 89 DEG 39'57" E., 143.94 FEET TO BACK OF SAID WESTERLY CURB, THENCE NORTH 14 DEG. 12'57" E., 65.0 FEET ALONG SAID CURB TO POINT OF BEGINNING. REVIEWED FOR CONFORMITY TO CHAPTER 177, PART I, FLORIDA STATUTES: CERTIF1CA TE OF APPROVAL OF CITY COMMISSION DATE IT IS HEREBY CERTIFIED THAT TIllS PLAT HAS BEEN OFFICIALLY APPROVED BY THE CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA TIllS DAY OF , 2005. PROFESSIONAL SURVEYOR AND MAPPER LICENSE NUMBER lS - STATE OF FLORIDA CITY OF CLEARWATER, PUBLIC WORKS ADMINISTRATION ENGINEERING DEPARTMENT CITY MANAGER SURVEYOR'S NOTES: DEDICATION: THE UNDERSIGNED, SIMDAG INVESTMENTS, LLC. AND HEREBY CERTIFIES THAT THEY ARE THE OWNER OF THE PARCEL OF LAND DESCRmED HEREON AS "ANTIGUA BAY" AND THAT TIllS PLAT REPRESENTS THEIR INTENTION TO SUBDIVIDE THE PROPERTY LOCATED IN SECTION , TOWNSIllP , RANGE , PINELLAS COUNTY, FLORIDA AS DESCRIBED IN THE DESCRIPTION, AND DOES HEREBY DEDICATE TIllS PLAT FOR RECORD . DRAINAGE EASEMENTS AND DRAINAGE AND UTILITY EASEMENTS, AND TRACTS "A" AND "B" . IDENTIFIED IN THE PLAT OF "ANTIGUA BAY" ARE NOT BEING DEDICATED TO THE PUBLIC, BUT ARE HEREBY DEDICATED TO AND WILL BE MAINTAINED BY THE ANTIGUA BAY HOMEOWNERS ASSOCIATION, FOR ITS USE AND FOR THE USE AND BENEFIT OF ITS MEMBERS. A NON-EXCLUSIVE EASEMENT FOR INGRESS - EGRESS AND UTILITIES SERVICE ACROSS TRACT" B" IS HEREBY DEDICATED TO THE MEMBERS OF ANTIGUA BAY HOMEOWNERS ASSOCIATION. A PERPETUAL NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS OVER AND ACROSS THE ROADWAY IN TRACT" B " IS HEREBY DEDICATED TO PROVIDERS OF PUBLIC AND QUASI-PUBLIC UTILITIES AND TO GOVERNMENTAL AGENCIES FOR THE PERFORMANCE OF THEIR OFFICIAL DUTIES. 1) BEARINGS ARE REFERENCED TO THE NORTH LINE OF DESCRIBED PROPERTY AS SHOWN ON SURVEY BY LEO BUTLER, REGISTERED SURVEYOR #78. SURVEY DATED APRIL 2ND, 1965 2) TIllS IS A TOWNHOUSE CONDOMINIUM DEVELOPMENT AS TO LOT 2, AND A CONDOMINIUM DEVELOPMENT AS TO LOT 3, AND A COMMERCIAL DEVELOPMENT AS TO LOT 1. 3) NOTICE: TIllS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFF1CIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCE BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THERE MAYBE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON TIllS PLAT THAT MAYBE FOUND IN THE PUBLIC RECORDS OF TIllS COUNTY. THE CITY OF CLEARWATER, A POLITICAL SUBDIVISION OF THE STATE OF FLORIDA, IS HEREBY GRANTED THE RIGHT TO USE ALL UTILITY AND DRAINAGE EASEMENTS AS SHOWN, WITHIN THE DRAINAGE EASEMENTS. THE CITY OF CLEARWATER WILL ASSUME RESPONSmlLITY FOR MAINTENANCE OF FLOW ONLY. THE MAINTENANCE RESPONSmILITY RELATING TO AESTHETIC AND VEGETATION CONSIDERATIONS IN AND UPON DRAINAGE EASEMENTS IS A PRIVATE FUNCTION NEITHER ASSIGNED NOR ACCEPTED BY THE CITY OF CLEARWATER. 4) ANY UTILITY EASEMENTS SHOWN HEREON, WITH THE EXCEPTION OF ANY EASEMENT THAT IS EXCLUSIVELY IN FAVOR OF A SPECIFIC PRIVATE ENTITY, SHALL ALSO BE EASEMENTS FOR THE CONSTRUCTION,INSTALLATION, MAINTENANCE AND OPERATION OF CABLE TELEVISION SERVICES PROVIDED HOWEVER THAT NO SUCH CONSTRUCTION,INSTALLATION, MAINTENANCE AND OPERATION OF CABLE TELEVISION SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC, TELEPHONE, GAS OR OTHER PUBLIC UTILITY. WITNESS OWNER OWNER PRINT HAME PRINT NAME BY: SURVEYOR'S CERTIFICATE: I, LAUREN R. PENNY OF LR. PENNY & ASSOCIATES, INC., MAKER OF TIllS PLAT DO CERTIFY THAT IT IS A TRUE AND CORRECT REPRESENTATION OF THE LAND PLATTED AND THAT TillS PLAT COMPLIES WITH THE APPLICABLE REQUIREMENTS OF CHAPTER 177 OF THE FLORIDA STATUTES, AND I FURTHER CERTIFY THAT TillS PLAT MEETS ALL OF THE SURVEY REQUIREMENTS, REQUIRED BY FLORIDA STATUTE 177.091' AND THAT ON THE DAY OF JANUARY, 2005, THE PERMANENT REFERENCE MONUMENTS (P.R.Ms) WERE IN PLACE, AS SHOWN HEREON, AND PERMANENT CONTROL POINTS (p.C.P.s) WILL BE PLACED WITIllN ONE YEAR, AS REQUIRED BY LAW, AND THAT THE SURVEY DATA COMPLIES WITH ALL REQUIREMENTS OF CHAPTER 177 OF THE FLORIDA STA TUTES. WITNESS PRINT NAME PRINT NAME SIGNED TIllS ,2005 CERTIFICATE OF APPROVAL OF COUNTY CLERK : DAY OF LR. PENNY & ASSOCIATES,INe. STATE OF FLORIDA S.S. COUNTY OF PINELLAS LAUREN R. PENNY, PSM I, , CLERK OF THE CIRCUIT COURT OF PINELLAS COUNTY, FLORIDA, HEREBY CERTIFY THAT TIllS PLAT HAS BEEN EXAMINED AND THAT IT COMPLIES IN FORM WITH ALL THE REQUIREMENTS OF THE STATUTES OF THE STATE OF FLORIDA PERTAINING TO MAPS AND PLATS, AND THIS PLAT HAS BEEN F1LED FOR RECORD IN PLAT BOOK , PAGES , OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, THIS DA Y OF ,2005, AT A.M.P.M DA TE OF SURVEY: ,CLERK PINEL LAS COUNTY, FLORIDA BY: DEPUTY CLERK ACKNOWLEDGMENT STATE OF FLORIDA ~ t:) 31VO l@NTED NA 3~nlVN8IS S ('J . s) "1.0 31VO eo:) j.,p.lj;}/ 31VO J~O ..L 7d 3dAl :3SVJ L;a:;:o. tJtfJl..!.-1. # 3SVJ C3^OHdd'(f ld 31lS COUNTY OF PINELLAS ) ) ) S.S. I HEREBY CERTIFY THAT ON THIS DAY OF , 2005, BEFORE ME A NOTARY PUBLIC IN AND FOR SAID COUNTY PERSONALLY APPEARED FRANKDAGASTIOX AND BOB LYONS,lNDlVIDUAlS, TO ME KNOWN TO BE THE PERSONS DESCRmED IN AND WHO EXECUTED THE FOREGOING DEDICATION AND THEY ACKNOWLEDGE THE EXECUTION THEREOF TO BE THEIR OWN FREE ACT AND DEED. SHEET 1 OF 2 NOTARY PUBLIC (pRINT NAME) NOTARY PUBLIC (SIGNATURE) 10730-102 od. AVENUE NORTH SEMINOLE, FLORIDA 33778 PHONE: (727) 398-4360 FAJ(: (727)319-6051 LAND BUSINESS # 6539 L.R. PENNY AND ASSOCIA TES,INC. MY COMMISSION EXPIRES NOT VALID UNLESS SIGNED & SEALED. 11 <, . '" ~ ~'. \i "I;,. . . ...hJ JAl\) ~) 4 1005 '. ':\~" ... ,'..,. : ~,. .... ~';('~~f~\n " I '.; ('"L.' ". O.R. PG. P.B. tl. P.O.B. PRM PCP Ll N&D N S E W PSM LB NO. D . 6, . o ~ X ~~1~~ ~~\\",,1\O~ C~ \l~~ ;;.. It;;.. ~ ,",;it t=l~ r: ~(;> f. ".:.~ It:::: ~ ::JC>-J $~~ ~~~ ~t:t:8 !S~t:t: ~"J~ I~~ ~/ (-'I' it' i-. ~ ..,. . .... ~ "- " ..,. N ANTIGUA BAY (PRELIMINARY) E BEING A REPLA T OF LAND ONCE KNOWN TO BE CLEARWATER BAY MARINA WHICH INCLUDED ALL OF LOTS 1,2 AND 3, BLOCK 2, J.A. GORRIA'S SUBDIVISION AS RECORDED IN PLAT BOOK 1, PAGE 44; AND ALL OF LOTS 13, 14, 23 AND A PORTION OF LOT 22, SlJE BARCO SlJBDIVISION, AS RECORDED IN PLAT BOOK 1, PAGE 26; TOGETHER WITH PART OF UNNAMED STREETS UNOFFICIALLY KNOWN AS "NICHOLSON STREET" AND "UNNAMED STREET" ALL RECORDED IN PUBLIC RECORDS PINELLAS COUNTY, FLORIDA; AND A PLAT OF A PORTION OF SUBMERGED LANDS ADJACENT TO THE PROPERTY 5 SCALE: 1" = 60' ~ 10' 30' 60' 120' SECTION 9, TOWNSHIP 29 SOUTH, RANGE 15 EAST, CITY OF CLEARW A fER, PINELLAS COUNTY, FLORiDA \ APPROXlMATEM~ HIGH WATER Ul.lE / I I & ~~~'1 ;' I I NOT PIA TTED 1 I / I I 1 I 1 / I~.E. CORNER OF SE / 1/4 OF SEC. 9-2~15 r-- ...~. CLEARWATER HARBOR BASIS OF BEARINGS / / I CONcu:TJ: SEAW.w.,,\ _ ~ __ ~_ _ _ __ _ --l-- _ _'_ _ \ ,~)~~)" ~~~-- \ \\\ ___ __--- 1 ~ VA ATED -- ~-o----- - \ \ l BY PLAT - --.:=:::::::::- ~--: \ \ ~ _--::::--___ I I ~--=~-~-. ~~ ' ~mn~~~ ~::~.~ ~~~,t~~~~~n=. -----r----------- ~~~~~~~~:~~~-- ------~.-TOT--2:.BLOi::lCf----..~.. . \ TO BE RELEASU> BY TIllS PLAT ~-SOUTH__~~ O.~I~~ 2,~.LJ':.2 LINE DESCRIBED IN O.R. BOOK 572, PAGE 607 TIFF DEED I 1507.98' WEST VACATED BY PLAT \ N. 890 51' 08" W. S. 89003' 47" E. 151.47' 120.01 " N. 89" 03' 47" W. 658.99' N. 890 26' 34" W. ourn 16.87' I INE CORNER ____________~LOTI,BLK 2 J A GORRA'S SUBDIVISION I I AS DESCRIBED IN OK BOOK 5625 2f ' PAGE 1715 P.O.B. I NORTH E.JT CORNER LOT 2'7 B. 2 N. 160 21' (U" E. 3U.UO' PO B. lO' EASEMEr.,. TOR BOOK Ji9Z' PO li., PO.86'IASEMt:NT OR BOOK 1639. PO ~98 ~~ SE CORNER LOT 2, BLK. 2 ~ ~ tJl / J. A. GORRA'S SUBDIVISION ~~ ~ '4~::1 -~~$I ~ ~ .. ~~ ~ I 2;~ & I ~,~L, P.O.B. SEWE LSEMENT DEED BOOK/~013' PAGE 269 I Iff Ii Ii l:; IW, '''XO''OL I g I NO. I ~ g ~ I ~ I ~ ... ~~ ::l~ ~ ~ __ _~ __ __ n~__._ ___~ I N. 10" 55' 31" E. " I 49.72' ' \so 790 35' 38" E. 26.06' ..,. "" ;f N it' ;... ..,. ~ ..,. Q .... I N. 760 51' 34" W. I 21.97' / I / ~ // ~}~CRETE j'" / ~ ~ -7: , ...;., /1 - '- NOT INCLUDED ~~" -~ ro' -- '- I - \.............. . <~"':' \ Ar .t..(i~;'-!~'-I' ~ \ ~,~ <YO,. Js. ' .. ~ ~ ~ ~(>':,p, ~ .;, ~ / l- , _ C-lU./)./j'./) 'IJi:o; '- , '-\; \ \ \ \ , " '~." -------- 309.67' -- ~~/l _ ! P.O.B. LEGEND = OFFICIAL RECORD = PAGE = PLAT BOOK = CENTER LINE = POINT OF BEGINNING = PERMANENT REFERENCE MONUMENT = PERMANENT CONTROL POINT = LINE NUMBER (SEE LINE T ABEL) = NAIL AND DISK = NORTH = SOUTH = EAST = WEST = PROFESSIONAL SURVEYOR AND MAPPER = LICENSED BUSINESS = NUMBER = FOUND 4"X4" CONCRETE MONUMENT NO # = PRM 4"X4" PSM #4931 = FOUND 3"X3" CONCRETE MONUMENT NO # = SET N&D PSM #4931 = LOT CORNER MONUMENT (5/8" IRON ROD PSM # 4931 = UNITED STATES PUBLIC LANDS SECTIONAL CORNER = POINT NOT SET LIES IN WATER LOT I, BLOCK 2 ,.; , '" N ~~ ~N '" Q ... wi 0> S. 89" 2~' 34" F. 140' TIFF. 1l""1> S. 89" 26' 34" E. 135.07' S. 89" 26' 34" E 216.0' ..- - ---. ..- - - -.-.-.- - - -'- -- - - -.--- - - -- - -,- - -.--...., I ..l , .. ... :. ... g LOT 3 PROPOSED Sl~n'lERGEI) LAi'\D LEASE ~: .,; LINE DESCRIBED IN DEED NO. 19440 TIFF I _ j __ 'l2.7.R' ~ 8. _ C> ~<:i ... N. 640 12' 13" W. "', . ,~7OO' -:fP~ ~~ A~ pP~ j7P$f ~;P .t7~ ~p fr p-f" Lr ~ :z: E; ~ \ ~. - C> <Ii s.~ os' 22" E. 260.0' . 109..10' .. N. 880 55' 00" W. 38.06' I _ h _ g_ vi ~ CONe SEAit' ALL N. 070 19' 39" W. 15.43' .) PROPOSED .~.. st:B;\IERGED " LA:'>\D LEASE "'" "N. 64012' 13" W. " \>' ", 315.00' ~~---------~~~~""'_/ (, ~. "'-" N. 64' 12' 13"W. NOT ~ ~37' INCLUDED ~,,/' ' , ", . N. 770 00" " 39"",- '~ " 497'63'(D) .(D) - - - . lV. 760" - , '-._. _ . 57' J9"1\1. ~__,...!.31.9J' >, . 497:(;)7----.._ ' , .-"_.__ "" O.R. so,oK 101 N 72'09' 17" E S 76' 58' 52" E ~ -.'_.. _. P.1GE.71 .~ 116.40' 29.01' ~~ ,,~~ - ',- , - -\. ~ ---1 ~. S',,", .:t. N 57'35' 38"W - -. -. ~ ~. ...' ",- /29 50' . ~. \, >... 30" SJDRM' - . - ~, ~ 'X "-. SE.wErtASEMENT NOT .... IC! "-2Z' ',,--- ..._____rt"R O.R. BOOK.' 101 INCLUDED (t!f ~ PAGE 274 .. ... , TO BE VACA'JE) v./r; ",-- "- . '''~'~~v.& y ,IS'-- ,IS '-- <.",,~. "'. ~I' 1");.' '-' -....: 5?' -;;P ~~'ll"'\'. JIA"~'~' "".1t' L31' ~ 0~ - ~ ~~ PROPOSED Sl'B;\JERc:rm LA}'; D LI~ i,SE I . " :Y, 8 ~ lit -..:.g I I I I ---------------~~-~T- I I I I I :i LOT 3, BLOCK 2 - ;> s. 870 09' 17" E. 296.00' ----...:--s .vi . ... '- NICHOLSON S11UJET ,UNOPPIC1A.L, V:I N. 350 17' 27" W. 86.18' 331.00' 1 S 270 18' 49" E - ~ /j]91' -/___ ::? LOT 23 \ /;' 1 - '_. .... S 40' 33' 15" W\ \, ___ _ ---v,-.---------::::. I.i _ 3'19' , >;-- N. 88" 0\i"45" E 1285' ,.., - - - - J I ~AGEEASEMENT ~~ - S. 86' 42' ~?" E NE CORNER LOT 22 - . _ . .,----;: , -- WTI4 _ N 186~. ~~BARCO'S SUI! ___..-c- I I:i I ;- ..,. LOT 22 - --:::=::/ f! 0 ..,. ~ ~= of. . ,iO': S. 88" 55' 00" E. 16.86' LOT 2 S. 87009' 17" . I ~ 2.23'.......... . ~ LOT \3 .. N. 8SO 55. ilO" w; NOT PLA TTED FILLED LANDS LOTI -/ 1 1 1 1 _I INGRESS I EGRESS EASEMENT m.4"X4" CM.NO. . -i'f'- . S. 89" 28' 00" E. 136.63' /- . - -- . _. ~1~8' / SOlJfHERL Y BOUNDARY LOT 22 / S. 150 58' 45" W. 29.86' S.; 77". ,. -:- - - _ 11 OJ" Ii: -ro."X"CUTOrn<>POFW4\.L 1 29.97" - - 1 1 40' SUE BARCO'S SUBDIVISION PB 1 , PG. 26 , _, N. 62035' 42" W. 9.02' NOTICE: SHEET 2 OF 2 1. THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT.THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNfY. PREPARED BY: L.R. PENNY AND ASSOCIATES, INC. 107JO-I02 nd. AVENUE NORTH SEMINOLE, FLORIDA 33778 PHONE: (727) 398-4360 FAX: (727) 319-6051 : r----- I 1(, . " I III ~ I i lil_i.......i I !!i "";'~ .''l..~:>,ril:~.J~! i i i ilt~.~%. I I III-w.; I IIII Jl I I II \.,.,~.. j I I\../ I I I I I I ~~ H.\." FALi\i UAI\. 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' I II! .:,. 17.11' IJ .J.L4.. ill \111'_ LJ 17:'1' l(~ :::: ~ i ~ i . . i If. II' r J ~ J.'--"""-~f::-:".~.~-=-:~~~,~:~,;Q=-=--::"::' o',;:'=:?-.:. ':o_L__ ",,;/ ..I : !:2 II '~1 t.~--.-.,----~ Dj....~--------=;:::'-,rr:.ilT II~ ; ! 1"0\' SIIII ILl-II ~~[ .~ ~~ \-,J - NUll I~I I ~ Iqi ;.. ,. v 'i. 'd 0 ll~'l 'Ii : ;.~\ II '.... 1'111'\(;\ l j, .-> ... f: 11\1'11\1, d~1 1.1" U:; J~L I~A, r1. 81 (:H \, , I'11'r .,. .. ":', __. 2~7X 1\' Id I, ".I~ :;',j :/::tp ~~--~~~ P.O.C. ' I DEED: I.J.!. 11\ f tn II LT! !_t-f'':f''_'JI & .~ ~ ~ ~ \ J. A. GORRA'S SU8DIVISION ~-----=------------=--. o ''':;-',:':::',::C:'~':':''''~.:':,~~_O___~'''' 'H J./" l'.~ 2611.11' II t 1- -un7c:'''c~==~'II-~ I I ! 1. 1\ ()O 1l1l0l ,,~ 't I W ~ IIII'I II C tJ' , .1 L\ Ii JJJ ., ld ., .,~,. ..:.S" ~. o c '-' ... c () " ,: o o l) () c '0 ~ o if 1" C"<J ~ ....... ~ ~..~:!!~ ! ~ 1 ill I ~ ~I, I~I',I ! 'II! .Id I QI Ii. . I ~ I ! " gl ~ 101 .. , .,.1 . 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CO"!CRETE W\LL .\ T SOtiTH PROPERTY L!~f.. H. WOOD DOCKS EXTPm 11\ITO St'B'\1ERCED L\~DS W!TH!"! BO.\T H:\S!"!. BEING SlI8.JECT TO -. (i ') \'.. J '--"" TERMS Ai'lD COi'lDiTiOi'lS REnTED Ii'l THAT (ERTAij~ ii'lSTRiJi\iEi'lTS RECORDED ii~ O.R. BOOl\: 'j57. PAGE of.).). OF THE PlJBU( RECORDS OF Pij~ELLjb COlJ~n. PLOTTED TERMS AND CONDITIONS RECITED IN THAT CERTAIN INSTRlJME!'ITS RECORDED IN O.R. BOOK 11I13. PAGE 269. OF THE PlJBLlC RECORDS OF PINELLAS COlJNTY. FLORIDA PLOTTED TER:\iS. COI\DiTiOI\S A;'IiD EASE:\'iEi\TS RECITED il\ THAT CERTAII\ iI\STRiJ:\iEi'lTS RECORiH':iJ il\ O.R. BOOI\: Wi. PAGE 27.... OF THE Pi,BLiC RECORDS OF Pil\ELLAS COlJI\TY. FLORIDA PLOTTED 11.25 .. .,,"" ,. ...., ",.' .., ""1. , ,~'" '. 1\ ".... n.",'. '" .' I . I , , l' r ,... ,. '" . .......'",,, '" RESERVATIONS RESERVED BY THE TRlJSTEES OF THE INTERNAL IMPROVEMENT HiND OFTHE STATE OF FLORIDA AS SET FORTH IN lJNRECORDEJ) Till<' DEED 1'1"(' I'O.\! l'J(). !9-!-tO { OR NO~ !9-!-tD }. PLOTTED .V. 62/1 3$' 42" H< 9.-'6' :~[S[R\.'[D ~r'." 1'::[ TRlJS'fECS I'\. ,.. v.' ~.~. I r I .11.... "i.....~rn"l.. . t,,, I Ll'-.',--'\.I.J . ""nt-..r..., ''''''1\11'-''1''-,- '."1 .,'-' t LJU L..' I 1'11'1""" ,. '-J,'.I ,'\.~ 'r,. ,... ".. 1 IlL {"'J'4'rr .:1 . ..-, . l'~ nr VI' ....J ~'....n.. .. 1...\....1.". Vi' , (. r\...J (' rOt' ."Lot I"r\ ,...........,. .' '.In. 1.1 ::-.; 0[[0 01',--.'.....00....." "1 1'\.1:...'- V n.'" 1:.11 II" n n V.I'~ n 1"'\ 1"'\ I.... UVVI" :..,.... n.. r...... ,,,.., .. , I '" _ I r" \JI I:. "" I . FASFI\1FI'oIT(S) GRAI'oITFIl TO FLORIDA POWFR CORPORATIOI'ol. RFCOROFIl 11'01 O.R. ROOK 163t). Pi\GF ~t)R OF THF PUBLIC RFCORIlS OF PII'oIFILAS COIII'oITY. FLORIDA PLOTTED i3.) EASEiViEi\T(S) GRAi'lTED TO FLORiDA POWER CORPORATiOi-i. RECORDED i~ O.R. BOOK 31\92. PAGE 227. OF HiE PUBLiC RECORDS OF Pii'lELLAS COUi'lTY. FLORiDA PLOTTED D!STRlBt!T!O"! EASE!\1E"!T(S) CRA"!TED TO FLORIDA POWER CORPORAT!O;\!. RECORDED I;\! O.R. BOOK I~)n. PACE ~EI'iEKAL UI~ I KmlJ IIUN EA~MENI NU I PLUTI EU. 7~C)'I OF THE Pt!BLlC RECORDS OF P!"!ELLAS COt!"!TY. FLORIDA I I I<p) = PLAT j/l<\=J.'H"IJl I I(~) ='M~F~~.SIIRFO I NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS NOTED '(C) = CALCliLA TED INO INSTRUMENTS OF RECORD REFLECT!NG EASEMENTS. R!GHT OF WAY. AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS NOTED AND/OR SHOWN LOT . BLOCh: -- PU.T ROO/\: P-\r.F(S) ABBREVIATIONS I C' '1 ~J n C'T"t' '1 I, 'f I, "-ID '''\'c'r~ 1... /:'''''' T'n 1'\1. "0.1 I ~:I:~.U :: '~~~ 'I~~~ t~~D u..)\. ff .....11 ~.~:~;.". i "(' M = "....T rONrR....T.... M()NIIM....NT FD.N.&D. I f,:i.R." = FOUND IRON ROD -. . .- . B.M. I F.O.P. = ~UUN OPEN PIPE L.FL.EL. F.P.P. = FOUND PINCHED PIPE GAR.FL.EL. FLOOD ZONE: "VARIES" ACCORDING TO r.t R.M.# 12509G-01OG-G. DATED: 9/3/03 LEG..\L D[SCRJPTIO\ ~ '.....E ......~ - F()tJ~,DFK~,AIL = FOUND CONe. MON. = FOllND NA!L AND D!"C. = BENCH MARK = LOWESI FLOOK ELE\. = GARAGE FLOOR HEV. ,III 1- P;\RI<'''IC ~ ... -- ." -=.... .-.,.;: ,"''':'.' i I i I i I i I I I i I i I i I i I i I i I I II II II II II II II I ':!. ('()P'!' p ! ()! ~=' P.-\ RKIN(; .'., 1 I) 'I" ..\..' < 11\ ....n II} \I\.."-'} " ,)~ II TOTAL AREA UPLANDS '-.: Ie-: ."(Dj'-' -- ~ _ ". - 160424 SQ. FT. II t.')' ~.. ". -'_ ~_ .:r--~~.- PO no FIl "H"'lIl---- ,/ 11'( ~ S 7 ------... . .1>.' "'/: .'\;0# :' II !;(~', 'f' _~ ~"':Il.c::'S"IH ~1~~ Z.O ).,. .__ ~....~~ ..%j':.- P" UI" , n' ...-----j~~ .$.l1)\1 ,.. .,: """- ;;?I>" ~., , 1".. . ~,''f' If(..me"---' It" If 'f .~. 14.93' ~....... v"~ S. 8911 28' 00" E. ."--- 1~' ~ _ J.-;r> ,"h."-' IIJ,.H"I.I<. ;.." , ' "" '" 1 t:Q,Q ~ I'nL'C -'~uu_u f-'1. '- I" I..~-' 136.63' TOTAL AREA ..' 13 I .v"" OVERALL 5.2637 ACRE5, 229284.9270 SQ. FT. PI' .. . SOllTIlIRIY IHllINI).I\,RY '()" ........ I \ II __ r'"\ I {' I ~ ~ll t.: HAKCO'S su HUI V I~IO~ PB i . PG. 26 l\DDRESS: 900 OSCEOL.t\. .~ v'ENUE CLE.A.RW.J\TER, FLORID.A. S. 1511 58' 45" W. S. 770 ,.. - "U\ "..., .. I' "", '" ...7.()U 29.97'- ~ l'... FII. "\" ('[ I 0.... 'OJ' OF \\ \1.1 JOB NO. 04-782D REVI.\'EJ) 7/23/2()(}.j 1 I I I ) ( . I II I I I I l I I \. ~ ' i 1 L.R. P[;'Ii:":Y A:":O ASSOClA n:s,::":c. 1'(1"''1(1 I'" I \\'["'l'[ "'ORTII i.l'iJ-~,...n{"J ,; ,'I 'A I SEMINULE. I<LUKIUA JJ77H I rHO~E: (727) 398 t3611 NUl V/\I.II) IINI.I.~~ I FAX: (717)JI'J-hll:'i1 Sf( ;1\]I'!) /Ie SI I\, I!I) .J LA~D HtlSI~[SS '# ('~J'l SIGNATllR~~- '74!!'<~?~ L:\t'REN R. PENNYR.L.S.H493! ~OTE : NO PART Of<' SIJ8.IECT PROPERTY LIES WITHIN THE BOIJNDARIES Of<' LOT 1:'1 Of SlJ[ BARCO SLJBDl\'ISIO~ AS fiLED I~ PLAT BOOK 1. PAGE 2(; A:'iD :'i0 PART OF THE SlJBJECT PROPERTY LIES WITHIN: II CANAL RIGHT-OF-WAY RECORD[D I~ O.R. BOOK tn.HI. PAGE 1587. BASIS OF FIELD BEARINGS: NORTH LiNE OF DESCRiBED PRUPERTY HEING: N. ~9 26'34"\\1. :'.,....; PREPARED WITH BENEFIT OF TITLE COMMITMENT pOI_lcr , PREPARED IH' TlTI_E AGE/....Cr OF FIJ)RIDA, INC / COMMONWJ:AI.TH lAND TITJ.J:' II'vSURANC"" COMPAN)' # 412i3983CA. DATf,'D JUi'if_' 9. 2""4 BENCHMARK .' TIDAL STA T/ON # 3, ELEJ.A T/O.!\' = .5.34' I I I ( I I .-.J l --~--l I ) TYPE OF SURVEY: iiSE..:. Pi/RCfi.<1.\'E DATE: 6121/2004 OUA WN BY: LP/TK J?t.1J)RD. i\ TTl\CHED I SEe. 9 'I.''... I !. J: I . '.. " , \'. ! . 1<: )'!'~~: ! ~ . '.. ~: ! . !:> ~)'!'~ NA..VI) ")')XX" I BL^RIN( is H^SLI) ()N I R 1 ': L - ( ) R 1 >I ': I) I, 1 ': ( i ^ I , I . J THIS WILL CERTIFY THAT A SllRVEY HAS BEEN MADE liNDER MY DIRECTION FOR: I I SIMDAG INVESTME~TS, LLC / CLEARWATER BAY MARINA, LLC / I ATTORNEY'S TITLE !NStIRANCE ~lIND INC. ! QtlARLES & BRADLEY lLP, ! I i CO~1~10~WL\LTH L\ND TITLE INStlR,\~CE CO~1P,\~Y I I TITLE AGENCY OF FLORIDA, INC. . TWP 29 S.RGE 15 E. -\s RFC(lROFO 1'\ ------.--~-~- .----~-------- . PI RUe RECORDS OF PI'\F.l.L.\S cOI'\n . FLORm.\ '/ .,. ~s~ ~'\\ ~ ~~ (;\-.s~ ~~~~ "".., rArt '" C'r ~ .~tjk' ""_., All . .-=-.=.~- ., j--.=:. . '\J X -. ~ 16.11 ' - r NOT INCLUDED --"-,, ',-, ""'"", ""'~"""" ~.~ .,~!<, ~i~ C/"UOtD 41' ".: CD c--l o ~~ e. <::> tA - - PRELIMINAR Y PLA T CLEAR WATER BA Y MARINA LOTS 1 &2 CEDAR STREj~'T 40' RIGHT -OF -WM 20'- ^SPH^LT-- p^VEMrtll -. -_~_.6":'_YEfll..s.~~. ._ _. .. .. . .. ~~.~~6'34" ~~~_ 01 Ir.tj a a I-: I --=ll-: 1--==1 1-=1 1---1 l--=l -~! .... ~ APPROXIMA TE LOCA nON FLOOD ZONE DEMARCA TION I ~NES ,----- ""I ~ M. I N 8805 '14'~ W I ~~~~ \ \ s ~ N. 8901 f '44" W - II '/Aa~l/l: - N. 89'10'02" f. 9.67' LEX. SEAWALL . . .-. 658.64 ...::'.-=L ~=.=---=-=-.=:.. . cONCRETE - SUWAll < . p .. 1,'f~ 12' Pi' -f.P~0)( EX. 6' WALK \ --- -- -....- -_. 10J.21' - --- "; . .- . .-- . .. u I . .' I I I \ ,.. - - , _--- --J-L.L I 1\ ",. '~~~', . 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