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FLS2004-06041 (2) FLS2004-06041 18421 US Hwy 19 N HDSTAR19LLC" . ... ':r- 1 ~ (0 IJ.7T Q1r~,., o GP4.\'t.~LOF TNt ;....... Io.~,._\ ~,,"UI',,~~_ itt'f~,.j' ............_~~ ~~,' \1, -~':. 0'" q~", l!Iff\r'l~ - ~ ill~' - .~'" lor::':. ==- ~~ ':.~';,=--= ~: "':1"'...6~'-===-- ,,~\ ~';T$l4U;;"~'\7~"" .........-,., TE~, ff.. '#4:'1.1:1.,11 CITY OF CLEARWATER LONG RANGE PlANN[NG DEVELOPMENT REvrEW PLANNING DEPARTMENT POST OFF[CE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUN[C[PAL SERVICES BUILD[NG, 100 SOUTH MYRTI.E AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 November 4, 2004 HD Star 19, LLC (MIchael Kaney) 51 00 West Kennedy Boulevard SUIte 225 Tampa, FL 33609 RE. Development Order regardmg Case FLS2004-06041 at 18421 US HIghway 19 N Dear Mr Kaney: ThIS letter constItutes a Development Order pursuant to Section 4-206.D.6 of the Commumty Development Code. On August 12,2004 the Development Review Committee revIewed your apphcatIOn for FleXIble Standard Development approval for three restaurant tenant spaces m a new bUIldmg. The request mcludes a reductIOn to the front (west) setback from 25 feet to 15 feet (to pavement), a reductIon to the SIde (south) setback from 10 feet to 4 5 feet (to eXIstmg pavement), a reductIon to the SIde (north) setback from 10 feet to seven feet (to eXIstmg pavement), a reductIOn to the rear (east) setback from 20 feet to 10 feet (to eXlstmg pavement), under the prOVISIOns of SectIOns ~-703.P and R, and a reductIon to the landscape buffer along the south property lme from five feet to 4.5 feet (exIstmg) and a reductIon to the foundatIon landscape reqUIrement, as a ComprehensIve Landscape Program, under the proVISIOns of SectIon 3-1202.G. The DRC recommended approval of the apphcatIon with the followmg bases and condItIOns: Bases for Approval: 1 The proposal comphes WIth the FleXIble Standard Development cntena, under the prOVISIOns of SectIOns 2-703 P and R. 2. The proposal [S m comphance WIth other standards m the Code, mcludmg the General ApphcabIhty Cntena per SectIOn 3-913. 3. The development IS compatible WIth the surroundmg area and wlll enhance other redevelopment efforts. CondItIons of Approval: 1. That freestandmg sIgnage be hmIted to monument-style a maXImum of six feet hIgh, meetmg Code area and setback reqUIrements, unless a ComprehensIve SIgn Program IS approved. The freestandmg Sign shall be conSIstent m color and matenal as the extenor of the buildmg and mclude the SIte address Attached slgnage shall meet mmImum Code reqUIrements, unless part of a comprehensIve SIgn program, and be ofa conSIstent type (channel letters, color, etc.); 2 That the fmal deSIgn and color of the bUIldmg be conSIstent WIth the conceptual elevatIOns submItted WIth the apphcatIOn, 3 That all proposed on-SIte utllItIes (from the nght-of-way to the proposed bUIldmg) be placed underground, mcludmg outdoor hghtmg overhead lmes, BRIAN J AUNGST, MAYOR-COMMISSIONER HoYf HAMILTON, VICE MAYOR-COMMISSIONER WHlfNEY GRAY, CO~IMISSIOi'oER FRANK HIBBARD, COMMISSIONER * Bill JONSON, COMMISSIOi'oFR "EQUAl, EMPLOYMENT AND AFFIRMA11VE ACTION EMPLOYER" I,', /"1 , ~ ," -~ November 4, 2004 Kaney - Page 2 4 That pnor to the Issuance of any permit a letter of approval from the CIty of St. Petersburg be submitted provldmg for the reconstruction of the parking lot and freestanding sIgnage wIthin the 50- foot wide easement; 5 That pnor to the Issuance of any permIt a copy of the SWFWMD Permit or letter of exemption be submItted; 6. That pnor to the Issuance of a Certificate of Occupancy Traffic Impact Fees be determined and paId; 7. That, pnor to the Issuance of any permit, the landscape plan be revised to reflect the follOWing: a. change the palms on the north SIde of the "Starbucks" and In the Island located In front of the center "Restaurant" to Sabal palms, as these have a smaller spread and wIll not rub on the bUilding as much; b add a focal plant or two on the south side of the bUilding (crepe myrtle or other flowenng ornamental); and c. space the palms a httle further apart and mdlcate their respective clear trunk (C.T.) heIghts; and 8 That pnor to the Issuance of CertIficate of Occupancies Sidewalk cafes be revIewed and approved In conjunction With any restaurants. I concur With the findings of the Development ReVIew Committee and, through thiS letter, APPROVE your apphcatIon for FleXible Standard Development WIth above four condItIOns. The approval is based on and must adhere to the applIcation and site plans dated received October 8, 2004. Pursuant to SectIOn 4-407, an 'apphcatIOn for a bUilding permIt shall be made Within one year of FleXIble Development approval (November 4, 2005). All reqUired certificates of occupancy shall be obtained WithIn one year of the date of Issuance of the bUilding permit. Time frames do not change With succeSSIve owners. The Commumty Development Board may grant an extensIOn of time for a penod not to exceed one year and only Within the ongInal penod ofvahdlty. The Issuance of thiS Development Order does not relIeve you of the necessity to obtain any bUilding permIts or pay any Impact fees that l1)ay be reqUired. In order to faclhtate the Issuance of any permIt or hcense affected by thiS approval, please bnng a copy of thIS letter WIth you when applYing for any permits or hcenses that reqUire thIS pnor development approval. If you have any questions, please do not heSItate to call Wayne M Wells, AICP, Planner III at 727-562- 4504. You can access zoning information for parcels wlthm the City through our webSIte: www.myclearwater.com/gov / depts/planning. Cynthia H. Tarapam, AICP Planmng Director S IPlal1/1/l1g DepartmentlC D BIStandard FlexlPendll1g Casesl2 - Reviewed and Pendll1glUS Hwy 19 N 18421 HD Star '19 (C) 8 12 04 DRC- Wayne I US Hwy 19 N 18421 Development Order doc r~ l2.... ~c..1? 'U>t>4 - \ \S~ December 2, 2004 Wayne M. Wells, AICP, Senior Planner City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, FL 33756-5520 Sent Via Priority U.S. Mail RE: Case Number FLS2004-06041 18421 US Highway 19 North Dear Mr. Wells: Please find accompanying this letter a revised Site & Utility plan; revised Paving, Grading & Drainage plan; revised Landscape Plan; and revi~~d Exterior Elevations for the proposed redevelopment of the existing Wendy's fast food testaurant site at 18421 US Highway 19 North, Case #FLS2004-06041. These revised drawin~s !reflect a modification to tHe building size for , I I the proposed development from 4,200sfto 3,SpOsf. The above referenced C1ase was issued a Development Order based on the larger, 4,200sftiuilding. However, due to some adjustments requested by the proposed tenants we have ~odified and reduced the buildirig size. Please note that the site plan remains unchanged other/han thb building footprint. The ~aved areas, sidewalks and landscape areas as illustrated on th6 previously approved plaris remain unchanged, except for very minor changes to the sid~walks arid landscape areas on the p:erimeter of the building that were modified due to the/building sike adjustment. Please review these revised sheets and provide me any commerytt or question~ you may have. I may be teached at 813. 739.3093 (direct line), I greatly appreciate y6ur time and consideration with this matter. Sincerely, Z nU;;ij:Ai ESTATE SERVICES, INe. Micnael D. Kaney, P.E. .....----- Vic~ Pre.sid~nt,_C_QnsJr,u~JiQn_S J:yicJ~s ~E9E~VED LJCU U 1 200~ ':U~KiI\liI\~ OEPART~~~'- c~TY OFI ClEARWf ' ------~-------~ cc: File Enclosures MDK/ '\ \ ~\ i F \Developments\HD Star 19\Clty of Clearwater Bldg SIze Adjust Itr doc SITE DATA PROPERTY OWNER: HD STAR 19, LLC 5100 W, KENNEDY BLVD, SUITE 225 TAMPA, FLORIDA 33609 A TTN: MR. BRAD DOUGLAS PROPERTY LOCATION: 18421 U.S, HWY. 19 N, TYPE OF CONSTRUCTION: LOT COVERAGE CALCULATIONS (EXISTING): STARBUCKS/RESTAURANT= TYPE IV UNPROTECTED TOTAL IMPERVIOUS AREA MERCANTILE OCCUPANCY TOTAL PERVIOUS BUILDING HEIGHT: TOTAL SITE ST ARBUCKS/REST AURANT =29' -O"(ONE STORY) LOT COVERAGE CALCULATIONS (PROPOSED): 30,829 SF 6,973 SF 37,802 SF 0.707 AC. 0.160 AC, 0.867 AC. 81.55% 18.45% 100.00% SECTION TOWNSHIP AND RANGE: 20 - 29 SOUTH - 16 EAST BUILDING SETBACKS: WEST: N & S: EAST: BUILDING SIDEWALK & DUMPSTER AREA ASPHALT (VUA) AREA TOTAL IMPERVIOUS AREA TOTAL PERVIOUS 3,500 SF 3,076 SF 21,902 SF 28,489 SF 9,313 SF 37,802 SF 0.080 AC. 0.072 AC. 0.502 AC. 0.654 AC. 0.213 AC. 9.22% 8.30% 25' 10' 20' 57.90% 75.36% 24.64% PROPERTY ZONING: SITE IS ZONED: CG COMMERCIAL GENERAL PERIMETER LANDSCAPE BUFFERS REQUIREMENTS: WEST: N & S: EAST: 15' 5' 10' TOTAL SITE PARKING : 0.867 AC. 100.00% EXISTING PROPERTY USE: (CLOSED RESTAURANT) THE SITE CURRENTLY HAS A 1-STORY :i:3,031 S.F. MASONRY STRUCTURE WHICH IS NOT OCCUPIED. FLOOR AREA RATIO: MAX FAR: 0.55 4,210 / 37,802 = PROPOSED PROPERTY USE: RESTAURAUNT REFUSE COLLECTION: TO BE VIA DUMPSTER PICK UP REQUIRED PARKING NUMBER OF SPACES RESTAURANT: 7-15/1,000 GFA 11 TO 23 SPACES 7 5/1 000 GF A 10 TO 21 SP ACES RESTAURANT: -1 /' 10 TO 21 SPACES RESTAURANT: 7-15 1,000 GFA 31 TO 65 SPACES DEVELOPER TO UTILIZE THE CROSS PARKING AND UTILITY EASEMENT AGREEMENT RECORDED IN OR BOOK 5127 PAGES 573-578 FOR THE BALANCE 0.111 39 SPACES PROPOSED (2 HC SPACES INCLUDED) OF THE REQUIRED PARKIt'- G ISPACES , J , , , , , 40.0' CITY OF ClEA~WATER EASEMENT I ; I , I ' I 1 I I 1 1 I I I I 1 I I 1 I I I I I 1 I 1 I 1 20 I 40 I 1 I 1 t'> I I 1 I I I I 1 I I I I I 1 I 1 I I , I I I I I I I I 1 I I I I 11 1 I I I ~: 1K3' I~I w ~! 81 :-.1 1 (J)I I I ~I +; " ! PROPOSED MONUEMENT SIGN LOCA 110N (TO BE DESIGNED AND PERMITTED BY OlHERS) , L{) L{) 0' ~ SCALE: 1" = 20' (J)i I "--/ 1 I I I lONE WAY:] R6-1 36x12 300x900 TYPE G &,1 31 ~I I ~I 81 n CONTRACTOR TO INSTALL 48.5 LF OF 6- CONCRETE RIBBON CURB (SEE DETAIL BELOW) PROPOSED HANDICAP PARKING W1lH SIGNAGE PER CITY OF CLEARWATER REQUIREMENTS. ~. I" Rl-l 30x30 750x750 TYPE G PROVIDE PEDESTRIAN WALKWAY FROM EXISl1NG SIDEWALK TO PROPOSED sm:. SIDEWALK TO MEET ADA REQUIREMENTS N I 10. I 110 I I' I II I I 1 I I I' I I I 1 I I I I I I I 1 I I I I I I I I I Ti 1 1 I I 1 I I I I 1 I I \ l v}) "-../ :r G RIGHT TURN ONLY LOCA 11 ON OF T.B.M. (FCM FOOT BM 15-88-A90 ELEV.- 8.01 RESTAURANT 1,500 S.F. F.F.E. .. 9.44 ~~;. R5-1 30x30 750x750 TYPE G R- 25A 24x30 600x750 ~.~,,~?i TRAFFIC SIGN DETAIL N,T,S, PROPOSED HANDICAP PARKING W1lH SIGNAGE PER CITY OF CLEARWATER REQUIREMENTS. I CONTRACTOR TO INSTALL 46 LF + 12.5 LF OF 6- CONCRETE RIBBON CURB (SEE DETAIL BELOW) . IX) \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ~ \ \ 1\ \ \ \ (~\ ) I I 1 I I a. 110 I I I I 50.0' CITY OF $T. PETERSBURG EASEMENT ' I . to E/P : ,------, rroS. t I roS. MP K I ~--~---~ m a:: => U , , (SEE #5 BELOW) 1. PROVIDE 1 - #4 BAR CONT. 2. COST OF BARS SHALL BE INCLUDED IN BASE BID. 3. PROVIDE 2 - #5 SMOOTH BARS W/ EXPANSION CAPS AT EACH EXPANSION JOINT, 20'-0" O.C. MAX. 4. CONTRACTION JOINTS SHALL BE PLACED AT EQUAL SPACES (10' MAX.) BETWEEN NORMAL EXPANSION JOINTS. CONTRACTION JOINTS SHALL BE SAW CUT IN THE UPPER 1/3 OF CURB AND GUTTER WITHIN 24 HOURS OF PLACEMEN~ 5. MEDIAN CURBING BASE: 6" STABILIZED SUBGRADE COMPACTED TO LBR 40 (TYP) W f- W a:: U z o u In N NOTE: ALL PROPOSED ONSITE UTILITIES ARE TO BE PLACED UNDERGROUND INCLUDING ALL EXTERIOR LIGHTING POWER SUPPLIES, 48 HR NOTICE GIVEN TO "SUNSHINE" PRIOR TO ANY CONSTRUCTION ACTIVITIES 1-800-432-4770 6" RIBBON/ FLUSH CURB N.T.S. SITE PLAN NOTES. THE ARCHITECT/ENGINEER CERTIFIES THAT THE SITE HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT. ALL STRUCTURES, INCLUDING BUFFER WALLS, RETAINING WALLS, SIGNAGE, ETC, REQUIRE SEPARATE BUILDING PERMITS. CONTRACTOR TO REMOVE FROM THE SITE ALL UNDERSTORY TREES, VINES, SHRUBS AND DEBRIS AROUND ALL TREES TO BE SAVED. ALL IMPROVEMENTS ARE TO BE OWNED AND MAINTAINED BY PROPERTY OWNER AND WILL NOT BE DEDICATED TO THE PUBLIC OR MAINTAINED BY THE PUBLIC. ALL PAVEMENT MARKINGS, EXCEPTING PARKING STALLS, SHALL BE "ALKYD THERMOPLASTIC 90 MILS IN THICKNESS. SOD WILL BE INSTALLED AT THE BACK OF THE CURBS, PAVEMENT EDGES, SWALES AND DETENTION AREAS. 3,000 PSI CONCRETE WILL BE USED FOR ALL ROADWAY AND DRAINAGE STRUCTURES. PAVED INVERTS WILL BE PROVIDED WITHIN DRAINAGE STRUCTURE TO PRECLUDE PONDED WATER. DIMENSION NOTES ALL RADII'S TO BE 3' UNLESS OTHERWISE NOTED ON THE PLAN. ALL DIMENSIONS ARE FROM FACE OF CURB/WALL TO FACE OF CURB/WALL UNLESS OTHERWISE NOTED ON THE PLAN. FLOOD ZONE. THE SITE APPEARS TO BE IN FLOOD ZONE "AE", ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 125096 0128 G, DATED SEPT 3,2003 ,STRIPING NOTES TYPICAL PARKING SPACE SHALL BE STRIPED WITH A 4" WHITE STRIPE. (30 MIL.) ALL OTHER STRIPING TO BE WHITE UNLESS OTHERWISE NOTED ON PLAN, SEE DETAILS FOR HANDICAP PARKING ON SHEET C6. CONTRACTOR MUST COMPLY WITH THE LA TEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (M.U. T.C.D.). I I r---- EXISTING DUMPSTER PAD AND FENCE TO REMAIN. I CONTRACTOR TO REPAIR ANY DAMAGED FENCE BOARDS AS REQUIRED. PAINT ENCLOSURE TO MA TCH BUILDING SIGN LEGEND NO R1-1 R6-1 R5-1 R25- A TEXT OR SYMBOL STOP ONE WAY DO NOT ENTER RIGHT TURN ONLY 165.6 A/1 Y _ _ _ E/P _ _ ~ ,-:/- - - - - - === ==== = = = = = = II 3. EXIST. ~ roS. ... 'P' ~ ~=================== EXISTING SANITARY SEWER STRUCTUREE TABLE STR. NO, ELEVATIONS PIPE SIZE DESCRIPTION EXIST, ST-1 RIM EL INV. EL. = 9,25 = 7.04 (SE) 8" DIP SANITARY SEWER MANHOLE (GREASE TRAP) SANITARY SEWER MANHOLE RIM EL. INV. EL. INV, EL, RIM EL INV, EL, = 6,88 = 4,92 (S) = 4,92 (NW) = 6,81 = 4.23 (N) 8" DIP EXIST, ST-2 EXIST, ST-3 SANITARY SEWER MANHOLE STR. NO, C.O. #1 C.O. #2 C,O, #3 C.O. #4 UTILITY NOTES. CONTRACTOR TO FIELD VERIFY ALL UTILITY LOCATIONS SHOWN ON THE PLAN BOTH VERTICALLY AND HORIZONTALLY PRIOR TO ANY CONSTRUCTION ACTIVITIES COMMENCING. IF A DISCREPANCY OR CONFLICT SHOULD OCCUR THE CONTRACTOR MUST NOTIFY THE ENGINEER FOR RESOLUTION, CONTRACTOR TO MAINTAIN A 10' MIN. HORIZONTAL SEPARATION BETWEEN SANITARY SEWER LINES AND DOMESTIC WATER LINES AT ALL TIMES OR A MIN. SEPARATION OF 18" VERTICALLY MUST BE PROVIDED. IF THIS CAN NOT BE OBTAINED THAN DIP MUST BE USED. ALL PROPOSED SITE UTILITY LINES THAT ARE TO BE CONNECTED TO THE PROPOSED BUILDING WILL STOP 5' FROM EDGE OF PROPOSm BUILDING. SITE CONTRACTOR TO THEN COORDINATE WITH BUILDING CONTRACTOR ON BUILDING UTILITY TIE-IN CONNECTIONS SEE "WATER SYSTEM NOTES" SECTION SHEET C2 FOR INFORMATION REGARDING WATER LINE CROSSINGS OF STORM OR SANITARY SEWER LINES CONTRACTOR TO ADHERE FLORIDA FIRE PREVENTION CODE, 2001 EDITION AND THE FOLLOWING CODES: NFPA 101, NFPA 70, 1999 EDITION AND FLORIDA STATUE 633. SHOW ON A CODE REFERENCE SHEET PRIOR TO BUILDING PERMIT, CONTRACTOR TO ENSURE TI1AT THE SITE COMPLIES W/NFPA 241 CONTRACTOR TO COORDINATE WITH HD STAR 19, LLC. REGARDING SIZE AND LOCATION OF PROPOSED POTABLE WATER SUB-METERS FOR THIS PROJECT. LEGEND ------- PROPERTY BOUNDARY EXISTING EASEMENT EXISTING EASEMENT EXISTING SITE FEATURES ---------- ---------- ~ :-. :-. :-. ~ EXISTING STORM PIPING EXISTING SANITARY SEWER PIPING PROPOSED 6" CURB ----- SIZE 30" x30" 36"x12" 30" x30" 24"x30" II EXISTING STORM INLET EXISTING STORM MANHOLE @ @ EXISTING SANITARY SEWER MANHOLE .. LP EXISTING UGHT POLE @ PROPOSED PARKING COUNT PROPOSED CONCRETE PAVEMENT/SIDEWALK <1 ~ ,'1 L-. ---l PROPOSED TREE BARRICADE CITY OF S1 ~ PETERSBURG EASEMENT NOTES. T I I 1. THE LIGHT POLES IN THE WATER TRANSMISSION MAIN EASEMENT WITH OVERHEAD LINES ARE TO BE REMOVED. ALL WIRING WITHIN THE WATER TRANSMISSION EASEMENT MUST BE INSTALLED INSIDE STEEL CASINGS AND MAINTAIN A MINIMUM 18" SEPARATION FROM THE 36" WATER TRANSMISSION MAIN. 2. THE CITY OF ST. PETERSBURG MUST BE NOTIFIED, AND HAVE A REPRESENTATIVE ON SITE DURING ALL DEMOLITION WORK IN THE WATER TRANSMISSION MAIN EASEMENT, ESPECIALLY THE REMOVAL OF THE OLD SIGN. THE CONTRACTOR SHALL CONTACT THE PUBLIC UTILITIES DEPARTMENT AT (727) 893-7261 TO SCHEDULE A CITY FIELD REPRESENTATIVE TO BE ON SITE DURING THE CONSTRUCTION WORK WITHIN THE CITY OF ST. PETERSBURG'S EASEMENT('S) 3. NO LARGE TREES ARE TO BE PLANTED WITHIN THE WATER TRANSMISSION EASEMENT (PINES, OAKS, ETC...), AND NO TREES ARE TO BE PLANTED WITHIN 5' OF THE ACTUAL WATER TRANSMISSION MAIN. 4. NO TREES WILL BE ALLOWED TO BE UPROOTED WITHIN THE EXISTING WATER TRANSMISSION EASEMENT. ANY TREES TO BE REMOVED WITHIN THE CITY'S EASEMENT SHALL BE REMOVED APPROXIMATELY 6" BELOW GRADE AND TREE STUMPS SHALL REMAIN IN PLACE, AS NOT TO DISTURB THE EXISTING POTABLE WA TER MAIN. 5. NO VIBRATORY EQUIPMENT MAYBE USED WITHIN THE WATER TRANSMISSION MAIN EASEMENT FOR ANY WORK AND EXTREME CARE SHALL BE EXERCISED WHEN WORKING AROUND IT, 6. NO HEAVY EQUIPMENT WILL BE ALLOWED TO TRAVEL ACROSS / OVER THE CITY'S TRANSMISSION MAIN WITHOUT PROVIDING PROPER PROTECTION TO THE TRANSMISSION MAIN VIA SPECIAL EMBANKMENT COVERAGE, GROUND STABILIZATION FABRIC, ETC,.., THAT IS ACCEPTABLE TO THE CITY OF ST, PETERSBURG. VIOLATION OF THE CRITERIA SET FORTH UNDER THIS PERMIT WILL BE GROUNDS FOR THE CITY OF ST. PETERSBURG TO REVOKE THIS PERMIT IN IT'S ENTIRETY. ,=0 '= I I I I I I 'v I .t ll) I I I I I I 1 1 7. THE CONTRACTOR IS REQUIRED TO PROVIDE THE DEPARTMENT OF PUBLIC UTILITIES AN AS-BUILT OF THE PIPE PROTECTION SYSTEM PRIOR TO USE; AND HE / SHE IS REQUIRED TO MAINTAIN IT AS PER THE AS-BUILT DETAIL FOR THE DURATION OF THE PROJECT OR AS NECESSITATED. 8. ALL EARTH WORK INCLUDING THE REMOVAL, REPLACEMENT AND COMPACTION, OF SUITABLE SOIL IMMEDIATELY ADJACENT TO THE EXISTING WATER TRANSMISSION MAIN SHALL BE DONE BY HAND. 9. PROPOSED SIGN FOUNDATION WILL BE A MINIMUM OF 10' FROM OUTER EDGE OF THE WATER TRANSMISSION MAIN PIPE, PER THE CITY OF ST. PETERSBURG ENGINEERING DEPARTMENT. 10. APPLICANT / CONTRACTOR IS REQUIRED TO PROVIDE "AS-BUlL TS" OF ALL NEW CONSTRUCTION TO THE CITY'S DEPARTMENT OF PUBLIC UTILITIES WITHIN 10 DAYS OF COMPLETION. "AS-BUlL TS" MUST INCLUDE CLEARANCE BETWEEN THE CITY'S TRANSMISSION MAIN(S) AND NEWLY INSTALLED FACILITIES, HORIZONTAL AND VERTICAL LOCATION OF THE NEWLY INSTALLED FACILITIES, AND OTHER PERTINENT DATA. PROPOSED SANITARY CLEAN OUT TABLE lit I, 0 /t: ,Ii DESCRIPTION ELEVATIONS PIPE SIZE SANITARY CLEANOUT TOP EL, INV, EL, 6" SDR 35 = 9,30 = 7,36 SANITARY CLEANOUT 6" SDR 35 TOP EL INV, EL. = 9,30 = 7.34 SANITARY CLEANOUT TOP EL, INV, EL, m r~ ~ ~ 7'! :/1:(:-;~ ~'.~~. t ;!:''','~ ;~ :Or. ~. ,'-, '~.' S H",.::;;~\~d t = 9,20 = 7.43 6" SDR 35 SANITARY CLEANOUT TOP EL, INV, EL, 6" SDR 35 = 9,20 = 7.46 MARK SULLIVAN. P.E. PROFESSIONAL ENGINEER NO. 41227 >- m ~~~~~ (D(D(D(D(D IIII:!: o w :,c U w :I: U -;:. [D o w VI ;; w ~ ~ CD :r: '-.... 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PETERSBURG EASEMENT NOTES. 1. THE LIGHT POLES IN THE WATER TRANSMISSION MAIN EASEMENT WITH OVERHEAD LINES ARE TO BE REMOVED. ALL WIRING WITHIN THE WATER TRANSMISSION EASEMENT MUST BE INSTALLED INSIDE STEEL CASINGS AND MAINTAIN A MINIMUM 18" SEPARATION FROM THE 36" WATER TRANSMISSION MAIN. 2. THE CITY OF ST. PETERSBURG MUST BE NOTIFIED, AND HAVE A REPRESENTATIVE ON SITE DURING ALL DEMOLITION WORK IN THE WATER TRANSMISSION MAIN EASEMENT, ESPECIALLY THE REMOVAL OF THE OLD SIGN. THE CONTRACTOR SHALL CONTACT THE PUBLIC UTILITIES DEPARTMENT AT (727) 893-7261 TO SCHEDULE A CITY FIELD REPRESENTATIVE TO BE ON SITE DURING THE CONSTRUCTION WORK WITHIN THE CITY OF ST. PETERSBURG'S EASEMENT('S) 3. NO LARGE TREES ARE TO BE PLANTED WITHIN THE WATER TRANSMISSION EASEMENT (PINES, OAKS, ETC...), AND NO TREES ARE TO BE PLANTED WITHIN 5' OF THE ACTUAL WATER TRANSMISSION MAIN, 4. NO TREES WILL BE ALLOWED TO BE UPROOTED WITHIN THE EXISTING WATER TRANSMISSION EASEMENT. ANY TREES TO BE REMOVED WITHIN THE CITY'S EASEMENT SHALL BE REMOVED APPROXIMATELY 6" BELOW GRADE AND TREE STUMPS SHALL REMAIN IN PLACE, AS NOT TO DISTURB THE EXISTING POTABLE WA TER MAIN. 5. NO VIBRATORY EQUIPMENT MAY BE USED WITHIN THE WATER TRANSMISSION MAIN EASEMENT FOR ANY WORK AND EXTREME CARE SHALL BE EXERCISED WHEN WORKING AROUND IT. 6. NO HEAVY EQUIPMENT WILL BE ALLOWED TO TRAVEL ACROSS / OVER THE CITY'S TRANSMISSION MAIN WITHOUT PROVIDING PROPER PROTECTION TO THE TRANSMISSION MAIN VIA SPECIAL EMBANKMENT COVERAGE, GROUND STABILIZATION FABRIC, ETC..., THAT IS ACCEPTABLE TO THE CITY OF ST. PETERSBURG. VIOLATION OF THE CRITERIA SET FORTH UNDER THIS PERMIT WILL BE GROUNDS FOR THE CITY OF ST. PETERSBURG TO REVOKE THIS PERMIT IN IT'S ENTIRETY, 7. THE CONTRACTOR IS REQUIRED TO PROVIDE THE DEPARTMENT OF PUBLIC UTILITIES AN AS-BUILT OF THE PIPE PROTECTION SYSTEM PRIOR TO USE; AND HE / SHE IS REQUIRED TO MAINTAIN IT AS PER THE AS-BUILT DETAIL FOR THE DURATION OF THE PROJECT OR AS NECESSITATED. STR. NO. DESCRIPTION ELEVATIONS PIPE SIZE PIPE LENGTH PIPE SLOPE FRAME AND SOLID LID; NEENAH R-1974~A OR APPROVED EQUAL; WITH 6" DIA, CLEAR OPENING I} 6" TOP OF BERM ~ iii 1 ~ M '" I I ~CONCRETE COI~LAR ....~ 6" x 45' ELBOW BOT. OF POND EL.=5.50 PROPOSED STORM STRUCTURE TABLE 5T-1 2x2 YARD DRAIN 10" PPVC 52:!: LF 2.5% GRATE EL. = 5.50 INV EL. = 4.30 GRATE EL. = 6.00 INV EL. = 2.95 6" PPVC 5:!: LF 1.00% 2x2 YARD DRAIN 5T-2 ,- = 6.30 = 2.00 (N) = 2.75 (NW) 6" PVC 12:i: LF 1.67% STANDARD 6" PVC WYE RIM EL. INV. EL. INV. EL. ST-3 EXISTING STORM MANHOLE ~ d>> ~ ~ 100000000 r -- PLUG ~ II "€a o~ ~ 6'16 UNDERDRA~ CLEANOUT N.T.S. 8. ALL EARTH WORK INCLUDING THE REMOVAL, REPLACEMENT AND COMPACTION, OF SUITABLE SOIL IMMEDIATELY ADJACENT TO THE EXISTING WATER TRANSMISSION MAIN SHALL BE DONE BY HAND. 9. PROPOSED SIGN FOUNDA TION WILL BE A MINIMUM OF 10' FROM OUTER EDGJ OF THE WATER TRANSMISSION MAIN PIPE, PER THE CITY OF ST, PETERSBURG ENGINEERING DEfARTMENT. 10, APPLICANT / CONTRACTOR IS REQUIRED TO PROVIDE" AS-BUlL TS" OF ALL NEW CONSTRUCTION TO THE CITY'S DEPARTMENT OF PUBLIC UTILITIES WITHIN 1 0 DAYS OF COMPLETI DN. "AS-BUlL TS" MUST INCLUDE CLEARANCE BETWEEN THE CITY'S TRANSMISSION MAIN(S) AND NEWLY I ~STALLED FACILITIES, HORIZONTAL AND VERTICAL LOCATION OF THE NEWLY INSTALLED FACILITIES, AN) OTHER PERTINENT DATA. I I I i N I: I ! : " : I . SAWCUT EXISTING CURBING :g N ,: I AND CONNECT NEW TYPE -0- : ~ 1'"' 1''" t.~ : ~t Ii;. I I oM : ~,;.s~~~N~~TCIl EXISTING I I I II II II ii' ~II, II,,; I 8t + " +7,84 +7,47 ff4 ~r I I ' , - EXISTING ASPHALT TO BE / I I I I I' I I) I ' OVERLAYEO WITH 1- f;/ I I I I I Ii., I I OF S-1 ASPHALT. 1/ I I ~I I Y. ..1 / $./ · "_ _'" I '"' _ ~"o 'Iii ~L." , F",D LB J88. , I I I, ~/'!8 05, H<l3 ~ /:&;&;~ \ LP, .. ~ :S89, 1 Y/'4H. '~"~, ~, O.24r' t c /1 '" INSTALL 5'% OF 6- ADS ~::.~y ~A~~t:,..~ I~O~TIVE ---.l 1 I I L{) I I I' ~.I I I" ~/' +7.89 ~ '/~A' '" -~ r\~ /"-... i.....,~' ;:=-L- ~ / UNOERORAIN PIPE WITH CLEANOUT DRAINAGE. CURRENTI.Y THIS AREAS '~ I I I ,I j I 'I 11/" +8,37 7,81+J % 78' ,82-....-.--- --riP - 7.49 - ~ ~= - = 7, - -,p ~,19 -7,m .\,~~ -.~ 1'/.0,/.0. 2.5' 1 I I /A INSTALL ADS 2'x'r N'IlOPLAST PONDS/HOLDS WA lER. I I I I I I I " I ,I .. "~' I.E.=3.00' I I ,I III:, r--'I' ~ '\ ' ST-1 I ST-2 : :: I .: : :' il: I. I . U: (',,, ~ / \ " ~ " b' ~ 5 " --- ..........-INSTALL 17'% OF 6- PVC PIPE I I I I I I' II 1 I ~I.: 0>>'- ~ " '~' WOOO FENCE . , ~~ +'6 _ '../ CONNECT TO EXISTING MANHOLE I I I I et: I I: , 1 I I I t, +820 J-...fl.l}2,' ....-.--- ....-.---, .~~;,L. ~ 'I- 713 2:98 ..JO, ,~ & :jL. . AT ELEVATION 2.75. ____ I I I I I I ; I ' I I ""V A '7 \"'-... - '1 ~~. _1<4'". 'ii + 6,40 ~ I I I I . I I ' :l5 I I 5) I', ~~Q.,.- +,,' 7,93' ....-......--, " ~ ___ ~ 1....-'<.... " +04.:'... 6~ '=' ~ 0; I Ij----J-W- I I ! rot : 'It ~ ~..LP'+' .----- -+t9~:_ ~ I ~ ~, -@ I I I I I , I~' I I \ - ". L. +787 ~ ~ ~~ . ' ~,~ INSTALL 22'% OF NEW 6- I I~I~ I '--/ I I +894:" ~k \ ~ ~., I'-G t:., "'_ ~ ~!Jo/ +,~ " , I "~ rlPE"D" CURB ! IT : : :': ,\0\ / ' n. . : J.,,+ +'''. .... 1\, ..ro '''.- 1 J;,,"" ,~ "" 6}"~ .~,. 2 INSTALL 11'% OF NEW 6- , I I I I . \ / 8 ~ u;" . I . - ri 854 i=-- TYPE -0- CURB I I I II 111in . !",7\1QC\ II ~ I ~ .1 I~! 1 I ,':, .t,/ ~ n ..I.(j,~i1'.. ~~ V +'" /6'l+,,~,~__" .:,',iD..--..... INSTALL52LF-10- !: :~: I : : : i 11: I "ou u" ,,0;.,' , ~ ~44 STARBUCKS ~.r ...........~ 1))' ~ P'iC 0 1.26lt: SLOPE 1 i:~: : O'l: : .:; ~I\ II \; ~ ~W olfj - 'I. " ~ F}:~O 9~:' ~ ~~.~~.. ~ 934 ~M., 1 V~~iTI~~)W^TER "I "I 1"'- I I ~I ,I .~, ~ 'I'!I . . . ~ "-10>9 _______ ~. +6.48 ", ";0 I I I !.! ~I ill \",t'~ _,:.1.1 HTlIII nJ HI ,~ 944 !L::'~,~;!~ ~ ~ I · I 110 I I I '1 ~\ 1J: I x~ +'" ~j / :", / "'l! "'O)X~ ~ I ~ ~~~~~~iO'tE 8- PVC I I I I >- I I I I ,~\ II,~. reii,l 1;~ ~ ~~.CJd 7:'a6.,,~,,' ,,' 9.44 .. 16 C?i'- / E I I I I I I I &' ~ i I C ~. I if '~;f~ ~ 7!lJ' 6=~ ,'~ I I) : <( I I 'I ~\ i I:e I:.!: II ) i',~>~ +8, ---rr ~25 .fI77 +881 ~23 ~~ ; - l30 6,i~' -'.!J I I I~I; I I liP I '11 8.00 :,y,,' 7:~~ ' -.J RESTAURANT 8.78 1---, +' 7.23 5,89 ", -'--' \I ......! ."~ ~/,.///. I I I I : I! \ 'I I I i 8,22 \. I nrf ,,' 7.73 +786+784 yj:tt~06" 667r \.. /i~ij~~~ I I I I C) I " , . I I I ,.~ " I '--'"r--STEPS" Y p'; '',,~ I : i: : -: i I ~~ \, I t i i:: +: ~ , " I ~ ' ~Q I ,.+~ '+' +,~ fr~:;:;O'1 6,t +66~" :1 i i I: I. I I: ~~. i Tsrl_ ~/:li I :: ~.r ~~.: :r~T~;~~~~~fUT ~~~~~~T1.TO BE.' +6>9 I 1 I ..r ~ LOCATIONS) / S-1 f,Sl'H.\LT.'. I JI;~ : . II II i ",;,,/, 'b~11 Ill: ';1 r ' ! 7X~+~ :4~7.4;" 7.29 +72 70~ ~ - l . I (f) f 43 ~ M' \7,03 6,74- " \ I I I I': ;: " ,4 't- // \~ ". 1 <It:f :. : : ,"\)~: Ii:) ~ :,~y, 'I~'i ~~ \o~ '" '00\: \\ \VV~;~ ~~V I => I I ~ ," , I ,"I %./0 >.<W/7.-1 "' I j ",'1'\ " \ : 6~ - (~ I I I ! 1 """,!'j' .0_ 1.!,~k~~0.~ +749 +741 j:)//%-;;'" 7.40=_~.3~__=71 =~-F~. ~96 === ~Gtf..-=r'~~ ,,,<<\~ i : i ;':' ""I" ~~j,'1"i::~~~;, ~ '"' - ::~ ~y :/:"/~ ~ ~"^- <':~ 9;48.~:~ ~~~~!^'~...~~ " ~ ...~ ,,-- -~. oJ. .-- <, ""-"A ".DC"''' : : : I . I I r~ it,~ , "To, ~ ~ EJ!' ~ ~ ~ 1"= ~ ~ 6." ..." I I I / ii, 1739 : : , : : I ,I : : I: : 'I I : : /: ; 'I I 1/ I I : 1 : ; I : I! ! ! I I INSTALL SILT FENCE FOR EROSION CONlROL SEE DETAIL ON SHEET C6 FOR MORE DETAIL. INSTALL ADS 2')(2' NYLOPLAST 6,21 + I PROPOSED POND TOP EL- 6.5 BOTOM EL.= 5.5 SIDE SLOPES- 4: 1 I 0' ~ SCALE: 1" = 40 I INSTALL SILT FENCE FOR EROSION CONlROL. SEE DETAIL ON SHEET C6 FOR MORE DETAIL. 20 I 20' AREA OF NEW ASPHALT CONSlRUCTION NEW PAVEMENT TO BE CONSlRUClEO PER GEOlECHNICAL REPORT BY NOOARSE AND ASSOCIA lES, INC. DATED APRIL 28, 2004. SEE PAVEMENT SECTION ON SHEET C6. LOCATION OF T.B.M. (FCM FOOT BM 15-88-A90 ELEV.- 8.01 CONNECT PROPOSED SIDEWALK TO EXISTlNG SIDEWALK AT ELEVATIONS SHOWN. SAWCUT EXISTING CURBING AND CONNECT NEW TYPE -0- CURBING. MATCH EXISTING ELEVATIONS. +6,54 APPROXIMAlE LOCATION OF AREA OF ASP AL T TO BE REMAOVEO AND REPLACE WITH 6- STABILIZED BASE 6- SUBBASE AND 1.5- S-1 ASPHALT I I CONlRACTOR TO TAPER NEW ASPHALT OVERLAY DOWN TO EXISTING ASPHALT AT PROPERTY LINE OF ALL INGRESS/EGRESS LOCA TlONS. ~j\c;:. ",~^" ~~,. SAWCUT EXISTING CURBING AND CONNECT NEW TYPE '-0- CURBING. MATCH EXISTING ELEVAll0NS. \ t9,19 \ \ \ \ \ \ \ \ \ \ \ ";91 \ \ \ \ \ \ 1\ \ \ \, (~~ ;1;,'+ ~ ~ I~~ ~ I I t- ~ I Ia. g I 10 I ;., I", I", I N I~~ 14~ _ E/P _ L - ~ L2l+t726 4lf '7,9't +i,90 T7,28 I rT.s., 311. r.s. 7:8~ /J.P..r ,.786' JJ25 I 7~- - -i- - - #7,24 I , I 724 SAWCUT EXISTING CURBING +6 91 CONlRACTOR TO PLACE ASPHA 6,64 " :t6,i7 +636 AND CONNECT NEW TYPE -0- OVERLAY IN THIS AREA IN A r INSTALL SILT FENCE FOR CURBING. MATCH EXISTING MANNER THAT CREATES POSI11VE EROSION CONlROL SEE ELEVATlONS. DRAINAGE. CURRENTI.Y THIS AREAS DETAIL ON SHEET C6 FOR [#1= = = = = = = ~09 = = = E/P_ ~(ONDS/HOLDS WATER. F~8= =E/P = = = = = .: = MORE ~~IL = = 6~ 7164 I I >>-6,90 68\({ , \. _ _ _ _ _ T.5. ... ,.!I ~ r.s. ... ,{;' ~~----==~F=====~8 ~~ =================~ , .~~ ~~ , , I I I , +690 +6,06 +6,21 +5,12 +5,69 +6,56 +7.19 I 48 HR NOTICE GIVEN TO "SUNSHINE" PRIOR TO ANY CONSTRUCTION ACTIVITIES 1-800-432-4770 2'-0" r-COURSE GRAVEL TO MEET /~DO NOT SOD OVER UNDERDRAIN \ FDOT SPEC #901-2 ggL~~~TE~:E 0~IMiiJg~.f5NES ~ SOD ___ /i~ ~. ~ _ 1. ".- ~ BOT. OF POND 'y, "-~,,,,-.( '" V~, ,A ',,,,-~... EL. = 5. 50 /'/ // <<~ f/: :/" '/ / '/ ~>> ~~, N ~~ <~ MIRAFI F^BRIC ~ .. ~ .:D..~ ,.. ~ ~:.~': ~- WR^P BOTTOM ^ND SIDES WITH 30 MIL WRAP , SOOJ ~L ~\L FILTER MEDIA 6" dia PERFORA TED POLYETHYLENE PIPE W/ SOCK OR APPROVED EQUAL INV. EL=3.00 COURSE GRAVEL TO MEET FDOT SPEC #901-2 DO NOT USE LIMESTONES, DOLOMITES, OR SANDSTONES NOTES: 1. FILTER MEDIA EFFECTIVE GRAIN SIZE DIA. 0.20-0.55 MM UNIFORMITY COEFFICIENT 1.5-4.0 WITH A PERMEABILITY RATE OF 14.75' PER DAY. 2. ENTIRE PERIPHERY TO BE WRAPPED WITH MIRAFI FABRIC NO. 140N OR APPROVED EQUAL 3. CONTRACTOR TO NOTIFY COUNTY INSPECTOR PRIOR TO THE CONSTRUCTION OF THE UNDER DRAIN SYSTEM. 4. CONTRACTOR TO PROVIDE THE INSPECTOR A SAMPLE OF THE PROPOSED LINER PRIOR TO INSTALLATION. POND UNDERDRAIN DETAIL N,T,S, LEGEND ------- PROPERTY BOUNDARY EXISTING EASEMENT -..-..-..- EXISTING EASEMENT EXISTING SITE FEATURES ---------- ---------- ----- EXISTING STORM PIPING ----- EXISTING SANITARY SEWER PIPING PROPOSED 6" CURB II EXISTING STORM INLET @ ~ EXISTING STORM MANHOLE EXISTING SANITARY SEWER MANHOLE EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED DRAINAGE FLOW DIRECTION x34,5 34.00 cr- - ,', PROPOSED TREE BARRICADE L-. --' EOP TOC TOSW HP EDGE OF PAVEMENT TOP OF CURB TOP OF SIDEWALK HIGH POINT IN GRADE r.' NOTES. CONTRACTOR TO REFER TO 'THE F.O.O.T. INDEX '304 FOR ALL SIDEWALK RAMP CONSTRUCTION UNLESS O'THERWISE SHOWN ON 'THE PlANS. CONTRACTOR TO SAWCUT EXISTING PAVEMENT WHERE NEW PAVEMENT MEETS EXISTING TO FORM A SMOOTH, STRAIGHT TRANsmON. ALl. ASPHALT SURFACES TO RECEIVE AN ADDmONAL COAT OF ASPHALT SURFACE COURSE ARE TO BE CLEANED TO ALLOW A PROPER BOND BETWEEN NEW AND EXISTING PAVEMENT, ALL LOOSE DEBRIS AND OBSTRUCTIONS ARE TO BE REMOVED lREAT ALL VEGETATION EXPOSED WITHIN THE PAVEMENT AREA WITH A HERBICIDE TO REMOVE EXISTING VEGETATlON PRIOR TO CRACK SEALING OPERATION , ',,1." ,1 ,. "~' MACHINE ROUTE ALl. CRACKS, PRIOR TO PLACING SE'ALANT, A MINIMUM OF 3/8- IN WIDTH AND ~- IN DEPTH. CLEAN CRACKS WITH HOT COMPRESSED AIR FOLLOWING THE ROUTING PROCEDURE. FlLL CLEAN, DRY CRACKS WITH CfW'CO PARKING LOT SE'ALANT, OR EQUIVAlENT. CRACKS ARE TO BE SUGHTLY OVERFlLLED AND THEN LEVElED WITH A SQUEEGEE OR SEALING SHOW IN A NARROW BAND (2- TO 4j ACROSS 'THE CRACK WITH AN OVERlAP BEYOND 'THE CRACK EDGES UNIFORMLY PLACE A TACK COAT Of SLOW SETTlNG EMULSION ON THE PAVED AREA AT A RATE OF .10 TO .15 GALLONS PER SQUARE YARO PLACE A ONE INCH (1j lYPE S-1 ASPHALT SURFACE COURSE COMPACTED OVER EXISTING PAVEMENT. TAPER ASPHALT OVERLAY AT THE CURB & GUTTER TO BE A.USH WITH 'THE GUTTER EDGE. OVERLAY IS TO EXTEND TO THE CONSTRUCTION UMrrs AND PROVIDE A SMOO'TH, LEVEL AND STRAIGHT TRANsmON UNE FROM EXISTING PAVEMENT OUTSIDE OF 'THE CONSTRUCTION UMrrs TO THE NEW SURFACE A 30 MIL APPLICATION OF ACIMJC LATEX llW'F1C MARKING PAINT IS TO BE USED FOR THE PAVEMENT MARKINGS. lRAFF1C MARKING PAINT TO BE PLACED ON A CLEAN, DRY SURFACE. DUST, DIRT AND DEBRIS IS TO BE REMOVED FROM 'THE NEW ASPHALT SURFACE PRIOR TO PLACING llW'F1C MARKING PAINT. til I ,. ;'I f f- .-r:. ,"": ~". ," , ~. ~{c. 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Q Q Z CC C5 I ~ r' ~ \\~. yJl '~[;I;Jt & ~v 'FJff ~~~ BORE IN THE CONTAINER. FINISHED GRADE AS IT SAME RELATIONSHIP TO PLANT TO BEAR THE OF THREE TIMES. BE SCARIFIED A MINIMUM CONTAINER PLANTS MUST 12~120 DEG TAPE. MARKED WITH ORANGE FLAGGING GRADE, (~ 1 ALL WIRES TO BE STAKES (MIN.) DRIVEN BELOW ~ #14 WIRE AND 2"x2"x36" PT SYP TREE SHAll 120 DEG BE STAKED USING ST AKING PLAN NOT TO SCALE ~ 3" CYPRESS MULCH lAYER 6"-12" TREE SAUCER _ I'" 111~f:::::wm:~;> rl m III FINISHED GRADE I 111-1 :'1 ,vv/VYX;x "',,""--;-;--'-- - PLANTING HOLE TO HAVE =11 III <:""vxX/YX ,.'.' 'r~w i!:1i VERTICAL SIDES '-= millm1llm 1 ~III ttlll- PLANTING BACKFill -III III III III W II r~'1 'I~J'l EXISTING SUBGRADE EXISTING AIR POCKETS AND TO PREVENT FURTHER TREE SETTLEMENT PRESSURE WATER NOZZLE AND PACKED WITH SOIL TO REMOVE NOTE: ALL TREES SHAll BE WATERED IN THOROUGHLY WITH A HIGH MUL TI-TRUNK TREE PLANTING DET AIL NOT TO SCALE I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1\ \ \ 1\ \ \ \ (~\ ) I I I I 'a. I ,;;:;- I , I I CITY OF ST. PETERSBURG EASEMENT NOTES. 1. THE LIGHT POLES IN 'THE WATER TRANSMISSION MAIN EASEMENT WITH OVERHEAD LINES ARE TO BE REMOVED. ALL WIRING WITHIN 'THE WATER TRANSMISSION EASEMENT MUST BE INSTALLED INSIDE STEEL CASINGS AND MAINTAIN A MINIMUM 18" SEPARATION FROM THE 36" WATER TRANSMISSION MAIN. 2. 'THE CITY OF ST. PETERSBURG MUST BE NOTIFIED, AND HAVE A REPRESENTATIVE ON SITE DURING ALL DEMOLITION WORK IN THE WATER TRANSMISSION MAIN EASEMENT, ESPECIALLY 'THE REMOVAL OF THE OLD SIGN. THE CONTRACTOR SHALL CONTACT THE PUBLIC UTILITIES DEPARTMENT AT (727) 893-7261 TO SCHEDULE A CITY FJELD REPRESENTATIVE TO BE ON SITE DURING 'THE CONSTRUCTION WORK WI'THIN THE CITY OF ST. PETERSBURG'S EASEMENT('S) 3. NO LARGE TREES ARE TO BE PLANTED WI'THIN THE WATER TRANSMISSION EASEMENT (PINES. OAKS, ETC...). AND tiQ TREES ARE TO BE PLANTED WI'THIN 5' OF THE AClUAL WATER TRANSMISSION MAIN. 4. NO TREES WILL BE ALLOWED TO BE UPROOTED WITHIN THE EXISTING WATER TRANSMISSION EASEMENT. ANY TREES TO BE REMOVED WITHIN THE CITY'S EASEMENT SHALL BE REMOVED APPROXIMATELY 6" BELOW GRADE AND TREE STUMPS SHALL REMAIN IN PLACE, AS NOT TO DISTURB THE EXISTING POTABLE WATER MAIN. 5. NO VIBRATORY EQUIPMENT MAY BE USED WITHIN THE WATER TRANSMISSION MAIN EASEMENT FOR ANY WORK AND EXTREME CARE SHALL BE EXERCISED WHEN WORKING AROUND IT, 6. NO HEAVY EQUIPMENT WILL BE ALLOWED TO TRAVEL ACROSS / OVER THE CITY'S TRANSMISSION MAIN WITHOUT PROVIDING PROPER PROTECTION TO THE TRANSMISSION MAIN VIA SPECIAL EMBANKMENT COVERAGE, GROUND STABILIZATION FABRIC, ETC..., THAT IS ACCEPTABLE TO THE CITY OF ST. PETERSBURG. VIOLATION OF THE CRITERIA SET FORTH UNDER 'THIS PERMIT WILL BE GROUNDS FOR THE CITY OF ST. PETERSBURG TO REVOKE THIS PERMIT IN Irs ENTIRETY. 7. THE CONTRACTOR IS REQUIRED TO PROVIDE THE DEPARTMENT OF PUBLIC UTILITIES AN AS-BUILT OF THE PIPE PROTECTION SYSTEM PRIOR TO USE; AND HE / SHE IS REQUIRED TO MAINTAIN IT AS PER THE AS-BUILT DETAIL FOR THE DURATION OF THE PROJECT OR AS NECESSITATED. 8. ALL EARTH WORK INCLUDING THE REMOVAL, REPLACEMENT AND COMPACTION, OF SUITABLE SOIL IMMEDIA TEL Y ADJACENT TO THE EXISTING WATER TRANSMISSION MAIN SHALL BE DONE BY HAND. 9. PROPOSED SIGN FOUNDATION WILL BE A MINIMUM OF 10' FROM OUTER EDGE OF 'THE WATER TRANSMISSION MAIN PIPE, PER THE CITY OF ST. PETERSBURG ENGINEERING DEPARTMENT. 10. APPLICANT / CONTRACTOR IS REQUIRED TO PROVIDE "AS-BUILTS" OF ALL NEW CONSTRUCTION TO THE CITY'S DEPARTMENT OF PUBLIC UTILITIES WITHIN 10 DAYS OF COMPLETION. "AS-BUILTS" MUST INCLUDE CLEARANCE BETWEEN THE CITY'S TRANSMISSION MAIN(S) AND NEWLY INSTALLED FACiliTIES, HORIZONTAL AND VERTICAL LOCATION OF 'THE NEWLY INSTALLED FACILITIES, AND OTHER PERTINENT DATA. '" . '."'j ~vt. .r.;~~o .8'cl d> ""0 " C>~~~tf~ g ~ 3" MULCH lAYER "'~~ / FINISHED GRADE If ill 11111=11' w::::; '~: I ~11l~111 =1, 'FW;=II II-IU, Il u, 111r-11 11111illllllllllllllllllll- 1 J 2: l t PLANTING BACKFill EXISTING SUB GRADE I ~ N 1\ NOTES: 1, SPACING VARIES SEE PLAN/SCHEDULE 2, PLANT SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS IT BORE IN THE CONTAINER. 3. PLANTING HOLE SHAll HAVE VERTICAL SIDES. " O' ~ I SCALE: 1" = 20' 20 SHRUB/ GROUND COVER PLANTING DET AIL NOT TO SCALE ~ c?(W FOR PALM INSTALLATION, TRIM ALL FRONDS AT TIME OF DleGlNe AND PLANTINe RETAIN BOOTS ON TRUNK ~ ~ 0-:1 ~ ! ~ov uJ =:=.. 2' x 4" BRACE (P.T.) is Ij~ t\ SPACE THREE AT 120 TYPICAL (, ~ 2' x 4' STAKE (P.T.) V i=- ~ THREE FEET LONe SAUCER RIM ~ ;J ~ ;~ FINISH eRADE -1 ~WII:III:IIIIIIIIII "',, ~ ~~ ::;::~~I:r: I -'-'-II I III III ", @ SB" ' RADIUS FROM TRUNK II III I HASHED-IN AND TAMPED I -=111 III ' ,. , III: PLANTINe SOIL MIXTURE ,ill ill\., ,'" " : .' , ' :: ; -ill , II III 11m Ilml I Iml Ilrrf Ilinl III111 H EXISTINe SOIL ~II I_I 11_111_111_1 II_Ill_III. EALM 5T AKIN~ ANt2....E.LANTIN~ t2.ET Alb. C.ONTRAC.TOR SHALL REMOVE STAKING AND GUYING MATERIALS AFTER ONE GROHING SEASON 20 LAYERS BURLAP PAD AT SUPPORT CONTACT - NO NAILS IN TREE HOOD HIRE TIE I , I I!> I I I I I I 1 I I I I I I I , I I I I I I I , 1 I I , 1 I I I " I I I I I ;e,' 113' 1}oJI w c~! 8/ ~I N Ia. I 1;;:;- I I I , I I II I 1 I I I , I I I I I I I I I I' I I I I I I I I' I I I I I I \ l J)) "-/ I I I I I I I I I I I I I I I I I I I I I I I I I I enl 0.: 31 ~I I ~I 81 ~I 40 I IT> 0.: :::> o w f- W 0.: o Z o o I~ N I I I I I I I I I I I! , I I : I Ii I , ~ I ,I I +1 : : !,' It I, 'II I , ' , I /. I I < I' : ' I I 'I !i,t; I I . , ([]\ ! ~: : !: :,. ~ :.: I,l."",,, r@ ... _ I ~ ~~TING ,/ I I ; I L.() I I I , I I ! I I I I I I ! I: 'I' I II II : ~-- 181 , . ,:'.,~ XISTIN XISTIN ~ EXISTING ' I~: ':i · I I I, i I : ~_.J~: I'i?I l8I181 ,~~ 1iC\\ , ^ :.<! .,. ~ IiC\ I I ,I ,! I: I I ~I : ~ ~.~ ISR\~' ~ ~~~ \\1...1 \ ~ 4~ WOOD FENCEJI~~,'! !)'~~,:J~~~~i~7!,/' \J.J 0:::: I I 'I . ~ I , 1 0 ):: . ~18l ~ ~ 181 S EXISTING ~', IiO\ L ./ ", "j /,-::}'i/--"." t'~ llJ EXISTING I rzp , ..1.--;1 )!:: . . ' \\.... '-iJ . - - I '"", ~"J;.v, ,;,' .....J .JiK.~" I I I I\.Y:~~' . . . .~~JJ ~ \1V ':', 1'7..J.) . I I I II 1,:1:; <: I1c\ "'" /Ri"\' Ilf' ~ ~ ~ ~ _',./ l\.~ l8I ~'1U~ -CONTRACTOR TO (f) I Ii, It ~l (\ ~..o- ~ \V \.y' ,"-U \jJ ~ "Zy, ':.cJ,/ r-tt;::;,i ROOT PRUNE I I' 1\ ILM'\, !IlIl~ ~', . fLM' ".(, ITJ\ ~I li>;/ TREE AS SHOWN ~ I I)) II! 'r! I \.iQJ ~"", ~ '~O'" ruJ\:,;, 'J ~~ ~ \.U I/'[M\ ~ ~ \.Y I r:;':~ ~ PRIOR TO THE I / (f v~.: ! iL.: EXISTING \ d~ ~:~OOO ~RD',';" I ~ \V __. /'07 ~ ~ !I\" ~ipfFB~~6VC I I ,I: IPM\ /_, :0 0 "' ~ l,***:>I(>k***~~ ~ INSTALLED I I , : I ~j L . 0 0 ::, ~tF>\ ~ EXISTING ~ I5V'\ ./ "..'(.~ : : : ! t 11 :EXIST7"/~ ; o~ rID,'-!') ~KCJ:)/W\ EX~G 'l.-" (t E~G ?- ~Ij~ Ef CID (J) : : .:! ~: Ii: ~ :, ~ ~ ~ ~.... : c. ~ \VSI~~(nrs (c!{ ~ ~ ~NG ~J ~t;y r:J /' EXISTING I I I ~\ I \,'. y y U ctU \. l ~ F.F.E.= 9.44 -,~. '-....I.~ \ '=-' IrM'\ ...............1iC'\ J .-;' .- : : ,~~:; I : \ 2:'<"111:1 111111 i II m: ~j' 01'sR\ EXIS~NG ~~.. E~G EXI~, li,W >- ii' ": '10.\\ III ) 11 ' 0 0 aid : / ~ -V D~~!j " a. i.' I /07;"0. t--00 6"'-" ~CV"" <( I I ! I f$ . ~ @) RE~:~U~~NT \1V ~~ 0 \V "{~: ~~IISSTTIINNGG ~~~j/, 3: I I I I: I I~ I. : ~ 11m ITJ\' , ~ F.F.E... 9.44 fRi\ c-- 0 0 IZP\ ~ ~;:'~ . I I .' I \ ; I I~ I!/ ~C'~~::; \.D \J.1JEXISTING, / '''"1\.1.) j\JlJ ~ 0 0 \V ,. ~ ~ :r: I I I \ lit I ~ .~ 0'- ~ ?S. ~, ~O~ EXISTING; ~ .j I I ! I 1'1 1< I 'I : 00 0 ~:- , ..' iti tt1: tt1: tt1:tt1: ~ tt1:Q:/!l:tt1:tt1: -'~ ftltt1:~ \/~ ;~ ~~ ~1 () I I I'; \ i I 1< 1,'0 ~\ ~ ~~. ~ I8l ~ I8l tt1:tt1: ~ ~ ~.,~ ~ I8l I8l .J..j,1 IC ITI\ ~ ~~w~ - i i !:; \,1 t~~,1 j'~io~ W) ~i 0t ~S~0 0 0 0 \0~l/' o~ 1 E~G., ct II I ,I i, Il i1 0 0 v;?LM\- , /Ri\ \ Q]7 I I I {(/': i I I r.s. .Ir II. . 0 V \1.3 I ' \ 4. J ' I ~~ -*' / l, !, ~~a ~ ' ~ ~ ~ ILi\ EXISTING EXISTING i I IiC'\ I I I I - --- I 'J . "I :ISR\ RI' \V fTJ\ IZP\ If.i'\ \ 1/ \J.J . : I : I : II ICM'\ 1"/ .~-<. 0 !/;\J..J 14,~ nr fQV\ \.!Y \.U ~ '; EXISTING I i I ! ,..J \.W ~~' O' 9000 '. ,'OJ30.:t! . ~ r\]7 \ IZP\ ~\. \J.J U=-. (f) I I i I );'j ~I EXISTING I ~I: ~~~)"''o 'Ff ,'~ ~~,_\\~dn I IC ,\ fI 1'iC\\ ~ - ~,rfXISTING get. . : : ; ~ I : I IPM'\ j !,iDJl' ~ (YL 0; . I) . I E~G ~ ' o~,\I@ \'M~, ~ IIT\' ~'~', ~~~ V ~~~~NS J.~ IS I Ii) \iV ~ iO:~' '. r:; CV ..... / \-\~ Ill' ~ 181 Y1"~1 I \ ~\ (?TIN~l~ ~ (THIS AERA) :::> I I ) 0 ;','"",E:XISTING I ci ~~~. 14 , ' ill ~ 'STJNG 1\ ~ ~,ICll(/>1I' ~': XISTIN \\..J...J\ 1 ~ -=~/. I I :1 I "" ,1/ a. IJM1'~ ~ '~~:~~<i7>';',:-'j ,~,:';"'~r,\<~:~~'S~~,~,"~;:~i~ '-":-~~~S/"'~ ':~/<'li1,. ~;~~~-:~~;~,,: '~." -. I "<~ ; : " . ]'1",--fl!!l~c::J ~/ .. -"";/Ri\ ~~919~~'~t2: -""I~/~~~ ,""'L~"'~~'," rn."'38" I I 'I p.o,0-EX1StlNGHEDGES '\..V,_ ===~~ = 0.5 CUR~T4=IC~L~_____L__ ~ I I I, I ~IR 1/2" ALONG WEST' ~ ' 7LO\ I/.--- - - - - - E/P - - - r- - - I I: , LB 2610 BOUNDARY LINE \lV ; I I ,; , '" I ,I' TO REMAIN AS IS , EXISTING i l : - , I , I I i I'i ' :: I 1111" Ir::-t-~~ ; I I ; '. I ,~__M~___.-J I II I I .' I I i 1 1 I I I! ! : I ' I ~<> " <> <> <) 00 <> 0""" " ~I"~O" O() <> 00 00 ()o~"~":t " " " <> 0 <:> 0 " 1. LANDSCAPING AND I OR IRRIGATION CONTRACTOR TO VERIFY THE CONDIllON OF THE EXISTING IRRIGA TlON SYSTEM AND UTILIZE EXISTING SYSTEM FOR ADDIllONAL LANDSCAPED AREAS. THE IRRIGATION SYSTEM MUST MEET ALL APPLICABLE SPECIFICATIONS. 2. IRRIGATION DESIGN AND CONSTRUCTION TO BE FURNISHED BY THE LANDSCAPING AND lOR IRRIGATION CONTRACTOR. IRRIGATION SYSTEM CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPLICABLE SPECIFICATIONS. CONTRACTOR TO COORDINATE APPROVAL OF IRRIGATION SYSTEM WITH THE OWNER AND ALL APPLICABLE GOVERNMENT AUTHORIllES, PRIOR TO CONSTRUCTION. 3. IT SHALL BE THE CONTRACTOR/IRRIGA TlON SUBCONTRACTORS RESPONSIBILITY TO ENSURE THAT ALL LANDSCAPED AREAS SHALL BE PROVIDED WITH AN IRRIGATION SYSTEM THAT SUPPLIES 100 PERCENT MINIMUM COVERAGE TO ALL REQUIRED LANDSCAPING PLANT MATERIAL. THE IRRIGATION SYSTEM MAY CONSIST OF AN AUTOMATIC OR UNDERGROUND SYSTEM, DRIP SYSTEM, QUICK COUPLING VALVES, OR HOSE BIBS WITHIN 50 FEET OF ALL REQUIRED LANDSCAPING PLANT MATERIAL. A LOW VOLUME IRRIGATION SYSTEM SHOULD BE USED WHEREEVER POSSIBLE. THE IRRIGATION REQUIREMENT SHALL BE WAIVED WHERE APPROPRIATE NATIVE PLANTS ARE USED TO MEET ALL THE LANDSCAPING REQUIREMENTS. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO MINIMIZE ROOT DISTURBANCE TO EXISTING TREES AND OTHER VEGETATION TO BE RETAINED. NO IRRIGATION IS REQUIRED WITHIN THESE AREAS. 4. POP-UP HEADS SHALL BE PROVIDED IN ALL SODDED AND LANDSCAPED AREAS, INCLUDING .ISLANDS., WITH CARE TAKEN IN PLACEMENT OF HEADS TO AVOID EXCESSIVE BREAKAGE BY AUTOMOBILE AND FOOT TRAFFIC. 5. IRRIGATION SYSTEM SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR AFTER INSTALLATION. 6. IRRIGA TlON CONTRACTOR SHALL PROVIDE ON-SITE WATER SOURCE. 7. THE CONTRACTOR SHALL PROVIDE ACCESS UNDER ASPHAL TED AREAS SUFFICIENT TO PROVIDE ACCESS TO ALL ISLANDS AND BEDS FROM WATER SOURCE AND AUTOMATIC TIMER AND VALVES. THE SITE CONTRACTOR SHALL COORDINATE AS NECESSARY WITH THE IRRIGATION CONTRACTOR TO INSURE THAT ALL REQUIRED SLEEVlNG IS INSTALLED PRIOR TO ANY PAVING ACTIVITIES. ,,0" "~ " (3) 1/2" DIAMETER REINFORCED RUBBER HOSE/ 8" Minimum (3) FLAGGING TAPE MARKERS TREE SHAll BE STAKED USING #14 WIRE AND 2"X2"X36" PT S. Y. PINE ST AKES DRIVEN BELOW GRADE AT A 45' ANGLE (AWAY FROM TREE). REMOVE TOP 1/3 BURLAP 3" CYPRESS MULCH lAYER 3" WATER RETENTION SAUCER ROOT BAll SET 3"-4" ABOVE GRADE I'> '" .1.. l/' "", "" ~ /, - 'V /W''---_ 1~llllllffi~~,lmlllnl~T-c-=' /1 'I -1II~~l)< ~)< ~#~l Till (I ~r // j, ill Till ;l~ I"IIII~ f II III -111=1 'f-~ 1'2'! ". ;x~ I I MIN. MIN, BACKFILL MIX (50/50 EXISTING SOIL/ HillARY PEAT WITH EXTRA SAND) EXISTING SUBGRADE ALL TREES SHALL BE WATERED IN THOROUGHLY WITH A HIGH PRESSURE WATER NOZZLE AND PACKED WITH SOIL TO REMOVE EXISTING AIR POCKETS AND TO PREVENT FURTHER TREE SETTLEMENT. TYPICAL TREE PLANTING NOT TO SCALE I , , I , 8. ELECTRICIAN SHALL PROVIDE ELECTRICAL HOOK-UP AT A LOCATION PROVIDING ACCESSIBLE SERVICING OF AUTOMATIC TIMER. 9. IRRIGATION SYSTEM SHALL INCLUDE A RAIN SENSOR I SHUTOFF DEVICE TO AVOID IRRIGATION DURING PERIODS OF SUFFICIENT RAINFALL. 1 O. AS-BUILT OF EXISTING AND NEW IRRIGATION SYSTEM TO BE PROVIDED. , , , , I . I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I , , IRRIGA TION NOTES IF - =jJ fT -l EXISTING NORTH BOUNDRY HEDGE f ;/ BETWEEN DUMPSTER ENCLOSURE 'I AND EAST PROPERTY LINE TO BE .J RELOCA TED TO AREA INDICA TED _ 'I I .--..: FN&D LB 3889 L ,~I ~~1iC\ II W - =---= soo ,;:;== = = = = = = = = = = = = E/P _ ~ {I I --~ ~ >> '--= = = = = = = = r.S.... = = = = = _ # y-== =E/P ===== .' ========= ({ ~ r.s.... ~=================== NOTES: I 48 HR NOTICE GIVEN TO "SUNSHINE-- PRIOR TO ANY CONSTRUCTION ACTIVITIES 1-800-432-4770 1.) ALL EXISTING TREES TO BE REMOVED ARE SHOWN ON THE DEMOLITION PLAN, SHEET C3. 2.) ALL LANDSCAPING TO BE INSTALLED IS ON HWY. 19 BUFFER & BUILDING FACADE. (ALL OTHER EXISTING LANDSCAPING IS TO REMAIN AS IS OR BE REPLACED IN KIND.) 1. ALL PLANT MATERIAL SHALL BE FLORIDA 11 OR BETTER AND SHALL BE PLANTED ACCORDING TO PROPER NURSERY PROCEDURES. 2. ALL LANDSCAPING SHALL BE TOPDRESSED WITH A MINIMUM 3" LAYER OF GRADE "A. SHREDDED CYPRESS MULCH. 3. PLANT QUANTITIES SHOWN ON LANDSCAPE PLAN AND MATERIALS LIST ARE QUANTITIES TO BE USED FOR INSTALLATION. 4. PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF NO LESS THAN ONE YEAR FROM TIME OF COMPLETION OF PROJECT. 5. DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL BE UNLAWFUL TO REMOVE VEGETATION BY GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN THE DRIPlINE OF A TREE TO REMAIN ON THE SITE UNLESS OTHERWISE APPROVED BY THE COUNTY. 6. FLORTAM SOD SHALL BE PLACED IN ALL PERVIOUS AREAS INCLUDING ALL DISTURBED AREAS EVEN OUTSIDE PROPERTY LINES EXCEPT FOR PROPOSED LANDSCAPING BEDS UNLESS OTHERWISE NOTED. 7. ALL EXOTIC SPECIES, I.e., BRAZILIAN PEPPER (SCHINUS TEREBINTHIFOllUS), PUNK TREES (MELALEUCA QUINQUENERVlA), 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 RESTABllIZED WITH SUITABLE MATERIAL. 8. AN APPROVED INSECTICIDE SHALL BE APPLIED TO ALL PINES REMAINING FOR PROTECTION AGAINST THE PROMINENT IPS PINE BEETLE PRIOR TO ANY CONSTRUCTION ACTIVITIES. THE OCCURRENCE OF THIS BEETLE IS INITIATED THROUGH A PINE'S STRESSED CONDITION WHICH MA Y READILY RESULT FROM VARIOUS FORMS OF GROUND DISTURBANCE. 9. THE LOCATION OF ALL REQUIRED TREES MUST NOT CONFLICT WITH LIGHTING FIXTURES, SIGNS, UNDERGROUND AND OVERHEAD UTILITIES, FLORIDA POWER EQUIPMENT, FIRE HYDRANTS, ETC. 10. SHRUBS AND TREES TO BE INSTALLED A MINIMUM OF THREE (3) FEET FROM BACK OF CURB TO PREVENT DAMAGE TO VEHICLES. 11. SOILS WITHIN PLANTER BEDS MUST BE SUITABLE FOR PROPOSED PLANTED MATERIAL WITH REGARDS TO pH, SOIL TEXTURE, SOIL STRUCTURE, AND SEASONAL HIGH WATER TABLE. LANDSCAPE NOTES SYMBOL EXISTING QUANTITY OVERALL QUANTITY BOTANICAL NAME COMMON NAME COMMENTS o $ IC DAHOON HOLLY 10' HT., 2.5" CALIPER 12 19 ILEX CASSINE LIVE OAK 10' HT., 2.5" CALIPER QV o 2 QUERCUS VIRGINIANA ~ CREPE MYRTLE 8' HT. MIN. WITH (3) 1-1 /2" ~ CANES MIN. LI 8 10 LAGERSTROEMIA INDICA * {J o 2 SP SABAL PALMETTO SABAL PALM 15 GAL., MIN. CLEAR TRUNK HT. 10,0' 2 14 SR SYAGRUS ROMANZOFFIANA QUEEN PALM 15 GAL., MIN. CLEAR TRUNK HT. 10.0' 3 GAL., 24" O.C. 14" HT. - 24" HT. 1 GAL., 18" O.C. 12" HI x 8" SPR, 1 Gt>.l., 18" O.C. 10" HT. x 20" SPR. <:> RI 40 91 RAPHIOLEPIS INDICA 'ALBA' INDIAN HAWTHORN o [8J L1RIOPE MUSCARI 'EVERGREEN GIANT' LM 85 161 L1RIOPE TJ 68 75 TRACHELOSPERMUM JASMINOIDES CONFEDERATE JASMINE COON TIE 3 GAL., 24" O,C. 14" HT. - 24" HT. 7 GAL., 30" HT. 30" SPR. 1 GAL" 18" O.C. 12" HT. x 8" SPR, 1 GAL., 24" O.C. @ ZP 14 22 ZAMIA PUMLlA @ CP 7 CRINUM X POWELLlI 7 CAPE LILY EB PA 23 33 PLUMBAGO AURICULATA SKY FLOWER * o JH o 9 JUNIPERUS HORIZONT ALlS CREEPING JUNIPER CV CROTONS 1 GAL., 24" O.C. o 34 CODIAEUM VARIEGATUM l' ,__ -1 PM 3 GAL., 36" o,c. MIN. 18"-24" IN HT. AT 78 PODOCARPUS MACROPHYLLUS 78 BUDDHIST PINE (EXISTING) r0~;",' ;~ ',' '~ LQ 96 96 L1GUSTRUM QUIHOUI L1GUSTRUM (EXISTING) 3 GAL., 36" O.C. MIN, 18"-24" IN HT. AT NOTE: COLUMN TITLED "EXISTING QUANTITY" ESTABLISHES HOW MANY PLANTINGS ARE EXISTING ON SITE TO BE RELOCATED AS REQUIRED, "PROPOSED QUANTITY" STATES HOW MANY PLANTINGS ARE TO BE PROVIDED OVERALL. LANDSCAPE QUANTITIES ASPHALT (VUA) AREA 21,902 SF 0.502 AC. 57.94% VUA lANDSCAPE REQUIRMENT: 21,902 X 10% = 2,190 SF OF INTERIOR LANDSCAPED AREA 2,935 SF PROVIDED (13%) AS DEPICTED WITHIN THE SHADED AREAS HEREON INTERIOR AREA CALCULATIONS m ~~~~ ~~ ~~ ~ ~ ~ ~~ rx ~ ~~~~~ ~~'--./~ '--./ ~ ~~ ~ )y/~~ 8 ~ r--... '--./ ~ ~ 0' ~~ ~ '--./ ~ '--./ ~ '--./ ~ ~ ~ ~ '--./ '-7 ~ ~ '--./ ~ ~ '--./WJ~~~~ / ~ ~):~~~ ~ -Ill -1X4 HORIZONTAL '--./ ~ (( WOOD MEMBER 8'-8' OR APPROVED II r I II SUBSTITUTE ;, m 0 (fl ~ m rT -= LEGEND EXISTING PALM TREE / SIZE EXISTING HOLLY TREE/SIZE ;':;' 10" <<J 6" r-;'.:l10" L :...J EXISllNG TREE WITH TREE BARRICADE ~ PLANT/TREE TYPE LI 3 PLANT/TREE QUANTITY -2x2 \tRlICAL WOOD STAKES 1LL~ ~- ,," ~ Ie' < ( ~ DRIPUNE TREE BARRICADE DETAIL MARK SULLIVAN, P.E. PROFESSIONAL ENGINEER NO. 41227 NOT TO SCALE r- ID ::.:::::.:::::.:::::.::: (])(])(])(]) :r::r::r::r: o w :><:: u w :I: U -;:. 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CC o en Q Z c( -I L1 r--~ ~118'-8" TO~.~n~ .;.. "\ " . N I r<14'-O" - N I r<1 ( 7.60 ~-::v ~ (7,02) /- ( 1.01 '\ ~122'-11" TOS ~ ) , 4'-0" II N, ". . ~I ~ ___!:2-km. :=- ( 7.64) 1/ ( I I 7.13 l( 7.10 116'-0" TOM // . w I r<1 I I ( 8.05 " " " (to2) CD] , 4'-0" II ~ 118'-8" TOM ( 7.36 ~ a "- :.: (7.04 {7.12 (7.12 ~ P-S [ P.4 ] P.4 ] a:: o 7.11j( 7.04 [p'11'[p-s) I ./1 : JJD ~~ v. . o I ,..... I I I WEST 3/16"=1'-0" ~, / ^ / o NOR TH 3/16"=1'-0" 7.12) (7.07) (7.04 (7.36) ( 1.01) ( 7.12 p-41 [P.5 [P-4) '- ~ -,..-- rJ.. 117' 4" TOM V ""'I'----.I "\ '" ........ I , . ... .' II , ,:, " . ,. ,,' . ';.' :': :;' ',' II II <c' ,",' :;.. :;c I ~-CIJ EJCJE . 0 .... I IK B~ 'r... II II I I 1 1 "H',". ,; .,.". :. ,. .e ',: ;'. '.\1. .,...... 11/ I I( I 7.13 8.05 l( 7.60 (7.10 8.05 ~~~ I ! ( 4' -0 II 4' -0" ELEV A TI ON 8'-8" [][I] . w I (j) ELEV A TI ON I 7.60)( 7.13)( 7.10 (7.13 (8.05 . a -- I 122' -11" TOS . "- ~ 0= / , I ' .., I " I : tD y., . o / ~/ / II ' I ( 7.64) 1 22' -11" TOS $- / 120'-6" TOS 118'-8" TOM $- , ' "-- ~ 118'-8" TOM 6\ "-J' ( ( 7.11) [ P'1 ] ------.... ( 7,12) (ED / ( 8.05) ( 7.13) ( 7.10) .00. DO ..00 DO .~ 118' -8" TOM ~ '" ~" CD KEYNOTES 1.01 PROSED LOCATION OF SIGNAGE BY OTHERS, NOT IN CONTRACT 7.00 3" X 3/4" HORIZONTAL REVEAL AT 12'-4" A.F.F. 7.01 4" X 3/4" HORIZONTAL REVEAL AT 2'-0" A.F.F. 7.02 1/2" X 3/4" REVEAL JOINT PAINTED TO MATCH ADJACENT SURFACE 7.04 EIFS CORNICE WITH METAL COPING, P~E-FINISHED. 7.07 ROOF LINE BEYOND 7.09 PRE-FINISHED 8" METAL GUTTER AND 6" DOWNSPOUT REF. TO CIVIL DRAWINGS FOR DRAINAGE 7.10 12"H X 24"W X 3/4" TH. RENAISSANCE MASONARY UNITS, COLOR TITANIUM. 7.11 3/4" STUCCO, MEDIUM FINISH 7.12 3" BULLNOSE EIFS MOLDING 7.13 3" CAST STONE MOLDING 7.36 ALUMINUM AWNING, BLACK FINISH. 7.60 AWNING COLOR BLACK. 7.64 DECORATIVE LIGHT COLOR OLDE IRON OR BLACK 7'-0" TO CENTER OF FIXTURE FROM A.F.F. 8.02 HOLLOW METAL DOOR AND FRAME PAINTED 8.05 ALUMINUM STOREFRONT, FRAME COLOR BLACK 16.04 EXTERIOR LIGHT FIXTURE. COLOR BLACK. 16.05 EXTERIOR ELECTRIC EQUIPMENT, PAINT TO MATCH WALL. 9 118'-8" TOM COLOR SCHEDULE ~ HONEY COMB SW 6375 (E}) FAVORITE TAN SW 6157 ~ TRUEPENNY SW 6355 ~ SAWDUST SW 6158 ~ WHITE ~ BLACK RE: SPECIFICATIONS FOR ADDITIONAL INFORMATION GENERAL NOTES 1. GLAZED OPENINGS SHALL BE PROTECTED WITH HURRICANE SHUTTERS APPROVED BY THE MIAMI-DADE COUNTY PRODUCT CONTROL DIVISION 2. CONTRACTOR TO PROVIDE AN ALTERNATE FOR LARGE MISSILE IMPACT RESISTANT GLAZING SYSTEM APPROVED BY THE MIAMI-DADE COUNTY PRODUCT CONTROL DIVISION I LIEU OF STANDARD STORE FRONT SYSTEM AND HURRICANE SHUTTERS. 3. ALL EXTERIOR MATERIALS SHALL SATISFY WIND BLOWN DEBRIS LARGE MISSILE IMPACT REQUIREMENTS FOR WINDSPEEDS OF 130 MPH (3 SEC. GUST). 4. ELECTRICAL PANELS, TO BE PAINTED TO MATCH COLOR OF THE BUILDING. 5. ARCHITECTURAL FINISH FLOOR 100'-0" REFER TO SHEET SP1 FOR CIVIL FINISH FLOOR 6. CONTRACTOR IS TO PROVIDE AN ALTERNATE OF THE INTEGRAL COLOR SPLIT FACE CMU AS TO 3/4" STONE VENEER. 117'-4" TOM .........., .. .. '. . ,."., .... ". . ........,...... ........... ....... .............. ...... ...... ~.', ".....~.... .-.. .',,'. . '. ". . .~. .........................,...........,............,...."" ...... I I I II I 9 EJ[~D'/ ~ Iltjl/ I (7.64)( 7.10 SOUTH ELEV A TI ON 3/16"-1'-0" 9 116' -0" TOM ~122'-11" TOS .."..,~. ,.' 8) EAST ELEV A TI ON 3/16"=1'-0" /~ [ED o " .'. /~ ,~~,,' 4V ~' SSW INTERNA llONAL CERT1F1CA TE or AUlHORITY IAA 0003281 THEODORE A. REEDS II ARCHITECT OF RECORD UCI AR0016832 Sl1PULA 110N FOR REUSE THIS DRAWING WI>S PREPARED FOR USE ON A SPECtFlC SITE AT U.s. HIGHWAY 18 AND B~R ~ CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 07/01/04, AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY UCENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW. CONSULTANT: rIj = 1 I OIJ = ~~ o O~ ~~~ CD<( ...J~ -0::: ~<(<( ......... ~ W = ~d = == MOOIFlCA liON LOG JOB NUMBER: 28000014 CHECKED BY: TR,AM DRAWN BY: AK FILE NAME: OO-a20.DWG DOCUMENT DA 1E: 11/11/04 EXTERIOR ELEVATlONS I SHEET: A2 8- ~ I'! ~ l 8 ~ N ~ iil S! Ii ~ t.i I iIi :.0: <..l :;) III a:: ~ tJl ~ ~ f Ii: . SITE CONSTRUCTION PLANS FOR U.S. H Y. 19 RET AIL DEVELOPMENT CITY OF CLEARWATER LOCATION MAP DESCRIPTION ~' . Lor9na Ln z ,~ s opping_&rmud~Btvd " , , (IJ;:;r en ' Ch In,,! St t (IJ 1'" Cl> 0 ' ~ee-aM:l' en Y' .., , It' - I(/) 2. . ~ I~ N h S zr ~ Isl9s '< it)] I> ~ '" "I ;l.S t 2S 0 < ,., '('" _j~:l.~~,.~ ~~::::~~~J lD. 1~. ..~U If ~oB;,Yu Bl~d ~-,",jl., ~/ , .". .. . (J " . .:-4" ~ 'Ib o.c: -~ '" ..... Bay' v I e w OJ ~rr' ~,"5 ~ E,.(Jj, ::s~ <!Iearwater, 1nom\on p.d () \ d ::T ~ (J) ".~ ~(n Mall ~ (JJ co M fj) '(Jj 0 7.;; Dr' " - w" ~' ' 4th St · ~ \;. .- 7th St ~ \ en ~ ,. 5' \~ ~ ~ "\p 5 ~ '~ r-1'}1l -:ii5., ..., "~\ IJ> PROJECT ::~ LOCA T/ON ',\,' C1 COVER SHEET 10/7 /04 C2 CONSTRUCTION & TESTING NOTES 6/29/04 C3 DEMOLITION PLAN 10/7 /04 C4 SITE / UTILITY PLAN 10/7 /04 C5 PAVING, GRADING & DRAINAGE PLAN 10/7 /04 C6 CONSTRUCTION DETAILS 8/20/04 C7 CONSTRUCTION DETAILS 10/7 /04 L1 LANDSCAPE PLAN 10/7 /04 S1 SURVEY (POLARIS ASSOCIATES INC. ) 4/05/04 INDEX OF SHEETS SHEET TITLE LATEST REVISION DATE HAT PART OF GOVERNMENT LOT 4, IN SECTION 20, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS OUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: OMMENCING AT THE SOUTHWEST CORNER OF SECTION 20, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS OUNTY, FLORIDA, RUN SOUTH 89019'48" EAST, 100.01 FEET; THENCE NORTH 01026'21" EAST, 623.79 FEET FOR POINT OF BEGINNING; THENCE CONTINUE NORTH 01026'21" EAST, 179.82 FEET; THENCE SOUTH 89019'48" EAST, 210.24 FEET; THENCE SOUTH 01026'21" WEST, 179.82 FEET; THENCE NORTH 89019'48" WEST, 210.24 FEET o THE POINT OF BEGINNING. . " ", 1St Charl9s Dr ' , Ha~rsham Dr BrGntwood 0 't " Morn ingsK1& 0 r H' 'n 1 ' a r Of d Curtis Dr S;' v , " ,~ , 't~ ~i ~~ ~ ONTAINING 0.8678 ACRES MORE OR LESS, ". ::/l ~). "~ .. " 4 ,j ',i,' N u rs&ry P'1 ~ o e(f) .' (Jjc: ~ B~IIGa\r Rd ,~3 o ' -3- , ,~ Barbara Dr' i (I) ~ :::I: ~f~'J p.d ~ !! ~ ~',.,'~ ~g 0 WrQns Way ;:;r 3 -. r I ~t>> (f) ::s Long ~ Ln ~ ~ Oak Trl Wat9roak Dr N ~ ~ CGntral AV9 Cove cay () country Club 11> a 3' 11> , ,~' " :,f, .,\~, '.l .3t '), ':} ;T: iV, ,{", \i\ I,ft 'h .\, '\' :,1, 1,1..', , .., SECTION 20 TOWNSHIP 29 S RANGE 16 E SITE PLAN APPROVED CASE # Ft..s 2..0 04 ~ 0" 0 t f CASE TYPE - ORC DATE ~/ILJv~ COB DATE - SIGNATUR, ~~N.. wUl. DATE \ I + 0 \ 5 Q.e-. !>. o. ~(' ~r.~~ , I r:--'~' , -" ".. 1'0 ~~~~VJlS U" I ; OCT-8. J: FLORIDA ENGINEERING ~ AND ENVIRONMENTAL SERVICES, INC. PLANNING & DEVELOPMENT SERVICES CITY OF CLl,\fivVATER SHEET C1 E04-043.07 ARCHITECTS: BSW INTERNATIONAL 400 N. ASHLEY DR. SUITE 1750 TAMPA, FLORIDA 33602 (813) 775-2275 CERTIFICATE OF AUTHORIZATION: EB 5804 4519 GEORGE ROAD, SUITE 130 TAMPA, FLORIDA 33634 PHONE (813) 880-9106 FAX (813) 880-9055 APPLICANT: HD STAR 19 LLC 5100 W. KENNEDY BLVD. SUITE. #225 TAMPA, FLORIDA 33609 OFFICE 813-289-5511 FAX 813-289-4800-FAX SURVEYOR: POLARIS ASSOCIATES INC. PROFESSIONAL SURVEYING LB 61132915 S.R. 590 SUITE 17 CLEARWATER, FLORIDA 33759 (727) 669-0522 I (lit{ lJ ~ ~1_ MARKSULUVAN, P.E. SUBMITTED: 6/21/04 PROFESSIONAL ENGINEER NO. 4.1227 rJ r, ' ("~l t, I A L l,.,1 , \ : U \ I \\ I---.... ~ ~ C) bj s 2:s ~ ~ ~ Q) ,...""" >..: ~ ::t ~ GENERAL NOTES . 1. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES, AFFECTING THIS WORK, PRIOR TO CONSTRUCTION. 2. PRIOR TO THE INITIATION OF SITE CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ANY EXISTING UTILITIES INCLUDING GAS, WATER, ELECTRIC, COMMUNICATIONS, CABLE TELEVISION, SANITARY AND STORM SEWERS, ON AND/OR ADJACENT TO THE SITE. REMOVE OR CAP SER~CES AS NECESSAR~ 3, THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL CALL "SUNSHINE" AT 1-800-432-4770, AT LEAST 48 HOURS PRIOR TO CONSTRUCTION, TO ARRANGE FOR FIELD LOCATIONS OF BURIED UTILITIES. 4. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED, BY THE CONTRACTOR OR SUB-CONTRACTORS, AS CALLED FOR IN THE CONTRACT DOCUMENTS. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES AND THE ENGINEER. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSPECTIONS/ REQUIREMENTS, AND AS INDICA TED IN PROJECT SCOPE/SCHEDULE. 6. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, ON ALL PRECAST AND MANUFACTURED ITEMS, TO THE OWNER'S ENGINEER FOR APPROVAL, AS PER PROJECT SCHEDULE FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 7. ALL UTILITY SERVICE STUB-OUTS (WATER, SANITARY SEWER, etc.) ARE TO BE INSTALLED TO WITHIN 5' OF BUILDING(S), UNLESS OTHERWISE NOTED ON PLANS, COORDINA TE UTILITY TIE IN LOCATIONS WITH BLDG. CONTRACTOR. 8. CONTRACTOR TO COORDINATE WITH THE APPLICABLE ELECTRIC UTILITY SUPPLIER REGARDING ANY NECESSARY RELOCA TION(S) OF UNDERGROUND AND/OR OVERHEAD ELECTRIC FACILITIES, AND FOR THE LOCATION AND INSTALLATION OF TRANSFORMER PAD(S) AND ASSOCIATED ELECTRIC FACILITIES. A. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF HIS/HER PERSONNEL. B, LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. C, THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF "THE STATE OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS" SHALL BE FOLLOWED IN THE DESIGN, APPLICATION, INSTALLATION, MAINTENANCE AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND CONSTRUCTION PERSONNEL FROM HAZARDS WITHIN THE PROJECT LIMITS. D, ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRA TION. E. ALL SUBSURFACE CONSTRUCTION SHALL COMPLY WITH THE "TRENCH SAFETY ACT". THE CONTRACTOR SHALL INSURE THAT THE METHOD OF TRENCH PROTECTION AND CONSTRUCTION IS IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THA T THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS. 9. 8- ! ~ l ~ on N 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY AND ALL "PIPING PERMIT(S)" (IF REQUIRED ON OR OFF SITE) FOR CONSTRUCTION OF THE PROPOSED UTILITIES PIPING PERMIT(S)" (IF REQUIRED) FOR CONSTRUCTION OF THE PROPOSED UTILITIES. THIS PERMIT(S) MUST BE OBTAINED BY A DULY LICENSED PLUMBING CONTRACTOR (OR CLASS A GENERAL CONTRACTOR) PRIOR TO THE START OF CONSTRUCTION, THESE PLANS AND ANY SUBSEQUENT REVISIONS TO THESE PLANS, THAT ARE ISSUED BY THE ENGINEER, WILL BE SUBJECT TO THE APPROVAL CONDITIONS OF THIS PERMIT. 11. THE GRAPHIC INFORMATION DEPICTED ON THESE PLANS HAS BEEN COMPILED TO PROPORTION BY SCALE AS ACCURA TEL Y AS POSSIBLE. HOWEVER, DUE TO REPRODUCTIVE DISTORTION, REDUCTION, AND/OR REVISIONS, INFORMATION CONTAINED HEREIN IS NOT INTENDED TO BE SCALED FOR CONSTRUCTION PURPOSES. 12, ALL SPECIFICATIONS AND DOCUMENTS REFERENCED HEREIN SHALL BE OF THE LA TEST REVISION. 13. ALL UNDERGROUND UTILITIES MUST BE IN-PLACE, TESTED AND INSPECTED PRIOR TO BASE AND SURFACE CONSTRUC~ON. 14, WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH ANY OTHER WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS/SUBCONTRACTORS AND UTILITY COMPANIES, IT WILL BE NECESSARY FOR THE GENERAL CONTRACTOR TO COORDINA TE AND SCHEDULE HIS/HER ACTIVITIES ACCORDINGLY. 15. WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA ACCESSIBILITY CODE. 16. ALL DRAINAGE CULVERT JOINTS SHALL BE WRAPPED PER FDOT INDEX 280. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH THE OWNER'S ENGINEER WITH COMPLETE " AS-BUILT" INFORMATION, CERTIFIED BY A REGISTERED LAND SURVEYOR. THIS " AS-BUILT" INFORMATION SHALL INCLUDE INVERT ELEV.'S, PVMT. ELEV.'S, LOCATIONS OF STRUCTURES FOR ALL UTILITIES INSTALLED, AS WELL AS GRADE BREAK LOCATIONS AND ELEVATIONS FOR CONSTRUCTION. NO ENGINEER'S CERTIFICATIONS FOR CERTIFICATE OF OCCUPANCY (C.O.) PURPOSES WILL BE MADE UNTIL THIS INFORMATION HAS BEEN RECEIVED AND APPROVED BY THE OWNER'S ENGINEER. CLEARING AND SITE PREP ARA TION NOTES . 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION OF THE EROSION CONTROL DE~CES, AS SHOWN ON THE CONSTRUCTION PLANS, PRIOR TO ANY SITE CLEARING AND/OR DEMOLlnON. REFER TO THE "EROSION CONTROL NOTES" SECTION CONTAINED HEREIN FOR ADDITIONAL REQUIREMENTS. 2. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN, AS INDICATED ON THE CONSTRUCTION PLANS, SHALL BE PROTECTED IN ACCORDANCE WITH LOCAL TREE ORDINANCES, AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE TREES IN GOOD CONDITION. NO TREE(S) SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER AND THE LOCAL AGENCY HAVING JURISDICTION OVER THESE ACTIVITIES. 3. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION, ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, SODDED OR PLANTED WITH OTHER APPROVED LANDSCAPE MA TERIAL, IMMEDIATELY FOLLOWING CONSTRUC~ON AS PER LANDSCAPE PLAN. 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING ACTIVITIES SHALL BE STOCKPILED, TO BE USED FOR LANDSCAPING PURPOSES AS NEEDED, ALL SURPLUS TO BE HAULED OFF, UNLESS OTHERWISE DIRECTED BY THE OWNER. REMAINING EARTHWORK THAT RESULTS FROM CLEARING AND GRUBBING OR SITE EXCAVATION MAY BE UTILIZED ON-SITE, PROVIDED THE MATERIAL IS DEEMED SUITABLE BY THE OWNER'S SOILS TESTING COMPANY. EXCESS MATERIAL IS TO BE REMOVED FROM THE SITE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING ANY EXCESS MATERIAL FROM THE SITE. ~ ., ~ t z I Iii :.: u ::l CD a: ~ I f Ii: WATER SYSTEM NOTES. CLEARING AND SITE PREPARATION NOTES. (CONTINUED) 5. ALL EXISTING DEBRIS (ABOVE OR BELOW GROUND), CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE, BY THE CONTRACTOR, IN ACCORDANCE WITH APPLICABLE REGULATORY AGENCY REQUIREMENTS. 6, THE CONTRACTOR IS TO PREPARE THE SITE IN ACCORDANCE WITH THE SOILS REPORT, AND ALL OTHER CONTRACT DOCUMENTS, COPIES OF WHICH ARE AVAILABLE THROUGH THE OWNER OR SOILS TESTING COMPANY DIRECTLY. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FILING AND OBTAINING ANY AND ALL NECESSARY EPA-NPDES PERMIT(S), EROSION CONTROL NOTES . 1. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIERS (SILT FENCE) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATERWAYS. IN ADDITION, CONTRACTOR SHALL PLACE STONE IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE. IF ANY QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTORS IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. 2. THE CONTRACTOR SHALL LIMIT THE DISCHARGE OF TURBID WA TERS OFF-SITE, OR INTO ON- SITE/OFF-SITE WETLANDS (IF APPLICABLE), TO NO MORE THAN 50 JTU's (JACKSON TURBIDITY UNITS) OR 29 NTU's (NEPHELOMETRIC TURBIDITY UNITS), ABOVE BACKGROUND LEVELS. THE CONTRACTORS BASE BID SHALL INCLUDE COSTS ASSOCIATED WITH PERFORMING NECESSARY TESTS, PRIOR TO THE INITIATION OF CONSTRUCTION, IN ORDER TO ESTABLISH BACKGROUND TURBIDITY LEVELS. 3. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION OR OTHER ACCEPTABLE METHODS, AT THE COUNTY'S SOLE DISCRETION. CONTRACTOR SHOULD ANTICIPATE FULL TIME WATERING OF SITE NOVEMBER THRU JUNE. 4, CONTRACTOR SHALL INSPECT AND MAINTAIN ON A DAILY BASIS ALL EROSION/SEDIMENTATION CONTROL FACILITIES, INCLUDING SA TURDA Y, SUNDA Y,HOLlDA YS AND AFTER HEAVY RAINFALL. 5, THE CONTRACTOR SHALL ENSURE THAT SIL TA TION ACCUMULATIONS GREATER THAN THE LESSER OF 12 INCHES OR ONE-HALF THE DEPTH OF THE SIL TA TION CONTROL BARRIER SHALL BE IMMEDIA TEL Y REMOVED AND PLACED IN UPLAND AREAS. 6, THE CONTRACTOR SHALL SOD THE BACK OF ALL CURBS, PAVEMENT EDGES, SWALES AND DETENTION AREAS, SANIT ARY SYSTEM NOTES . 1. SANITARY SEWERS, FORCE MAINS, AND STORM SEWERS SHOULD ALWAYS CROSS UNDERNEATH WATER MAINS. INSTALLATIONS OF SANITARY SEWERS, FORCE MAINS AND STORM SEWERS, AT CROSSINGS OF WATER MAINS, SHALL BE PERFORMED SO AS TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE BOTTOM OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE, WHENEVER POSSIBLE, THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER JOINTS AND WATER JOINTS SHALL BE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY TWO JOINTS. 1. SANITARY SEWERS, FORCE MAINS, AND STORM SEWERS SHOULD ALWAYS CROSS UNDERNEATH WATER MAINS. INSTALLATIONS OF SANITARY SEWERS, FORCE MAINS AND STORM SEWERS, AT CROSSINGS OF WATER MAINS, SHALL BE PERFORMED SO AS TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BOTTOM THE INVERT OF THE UPPER PIPE AND THE CROWN Of THE LOWER PIPE, WHENEVER POSSIBLE. THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER JOINTS AND WATER JOINTS SHALL BE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY TWO JOINTS. WHERE SANITARY SEWERS, FORCE MAINS, AND STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 18 INCHES VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP), AT THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS IF IT IS NOT AVAILABLE IN THE SIZE PROPOSED.). SUFFICIENT LENGTHS OF DIP MUST Bt USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO (2) JOINTS IN LIEU OF DIP, THE SANITARY SEWER MAY BE PLACED IN A SLEEVE FOR 20 FEET CENTERED ON THE POINT OF CROSSING. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE LEAK FREE, AND MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE CROSSING. WHERE THERE IS NO ALTERNATIVE TO SEWER PIPES CROSSING OVER WATER MAINS, THE CRITERIA FOR MINIMUM SEPARATION OF 18 INCHES BETWEEN LINES, AND 10 FEET BETWEEN JOINTS CENTERED AT THE POINT OF CROSSING SHALL BE REQUIRED. THE WATER MAIN SHALL BE PLACED IN A SLEEVE FOR 20 FEET CENTERED ON THE POINT Of CROSSING. ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO THE WATER MAIN. ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (i.e.. PIPES CENTERED ON THE CROSSING). WHERE A PROPOSED PIPE CONFLICTS WITH AN EXISTING PIPE, THE PROPOSED PIPE SHALL BE CONSTRUCTED OF DIP, AND THE CROSSING SHALL BE ARRANGED SO AS TO SATISFY THE REQUIREMENTS IDENTIFIED ABOVE. WHERE SANITARY SEWERS AND FORCE MAINS MUST CROSS A WATER MAIN WITH LESS THAN 18 INCHES VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP), AT THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS IF IT IS NOT AVAILABLE IN THE SIZE PROPOSED.). SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF TEN (10) FEET BETWEEN ANY TWO (2) JOINTS. IN LIEU OF DIP, THE SANITARY SEWER MAYBE PLACED IN A SLEEVE FOR 20 FEET CENTERED ON THE POINT OF CROSSING. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE LEAK FREE AND MECHANICALLY RESTRAINED. A MINIMUM VER~CAL CLEARANCE OF SIX (6) INCHES MUST BE MAINTAINED AT THE CROSSING. WHERE THERE IS NO AL TERNA TIVE TO SEWER PIPES CROSSING OVER WATER MAINS, THE CRITERIA FOR MINIMUM SEP ARA TION OF 18 INCHES BETWEEN LINES, AND 10 FEET BETWEEN JOINTS, CENTERED AT THE POINT OF CROSSING SHALL BE REQUIRED, THE WATER MAIN SHALL BE PLACED IN A SLEEVE FOR 20 FEET CENTERED ON THE POINT OF CROSSING, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO THE WA TER MAIN. ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (i.e.. PIPES CENTERED ON THE CROSSING). WHERE A PROPOSED PIPE CONFLICTS WITH AN EXISTING PIPE, THE PROPOSED PIPE SHALL BE CONSTRUCTED OF DIP, AND THE CROSSING SHALL BE ARRANGED SO AS TO SATISFY THE REQUIREMENTS IDENTIFIED ABOVE. WHEN THE RECLAIMED WATER LINE IS TRANSPORTING WATER FOR PUBLIC ACCESS IRRIGATION: MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WATER LINES AND DOMES~C WATER LINES SHALL BE PRACTICED. A MINIMAL HORIZONTAL SEPARATION OF FIVE FEET (CENTER TO CENTER) OR THREE FEET (OUTSIDE TO OUTSIDE) SHALL BE MAINTAINED BETWEEN RECLAIMED WATER LINES AND EITHER POTABLE WATER MAINS OR SEWAGE COLLECTION LINES, AN 18 INCH VERTICAL SEPARATION SHALL BE MAINTAINED AT CROSSINGS. WHEN THE RECLAIMED WATER LINE IS TRANSPORTING WATER FOR NON-PUBLIC ACCESS IRRIGATION: THE RECLAIMED WATER MAIN SHALL BE TREATED LIKE A SANITARY SEWER, AND A 10 FOOT 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 NECESSARY TO ENSURE STRUCTURAL INTEGRITY AND PROTECTION OF THE LINES THEMSEL VES. 2. A MINIMUM 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF SEWER (INCLUDING FORCE MAINS) AND EXISTING OR PROPOSED WATER MAINS, IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE, THE DISTANCE FOR SEPARATION SHALL BE MEASURED EDGE TO EDGE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10 FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE INSTALLED IN A SEPARATE TRENCH, OR IN AN UNDISTURBED EARTH SHELF, LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN, AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER LINE, AND WATER AND SEWER JOINTS SHALL BE STAGGERED. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES, IN PARALLEL INSTALLATIONS, THE WATER MAIN SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR FORCE MAIN SHALL BE CONSTRUCTED OF DIP (IF AVAILABLE IN THE SIZE PROPOSED), WITH A MINIMUM VERTICAL DISTANCE OF SIX (6) INCHES. THE WATER MAIN SHOULD ALWAYS BE LOCATED ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (i.e.. STAGGERED JOINTS). ALL DIP PIPE SHALL BE CLASS 50 OR HIGHER. REFER TO NOTE #'S: 6, 9 & 10 BELOW FOR ADDITIONAL DIP SPECIFICA TIONS. ADEQUATE MEASURES AGAINST CORROSION SHALL BE UTILIZED. ALL PVC PIPE SHALL BE SOLID WALL POLYVINYL CHLORIDE PIPE AND COMPLY WITH ASTM D 3034 AND ALL APPLICABLE ASTM DOCUMENTS AS COVERED IN SECTION No, 2 OF ASTM D 30~4. MAIN LINES SHALL BE A MINIMUM OF 8" DIAMETER, AND LATERALS SHALL BE A MI~IMUM 6 " DIAMETER UNLESS NOTED OTHERWISE ON U~L1TY PLAN, ALL SANITARY SEWER MAINS, LATERALS AND FORCE MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER, UNLESS OTHERWISE NOTED ON PLANS. ALL GRAVITY SEWERS MUST BE SDR 35 PVC OR DIP CLASS 54 PIPE, EXCEPT FOR PIPE DEEPER THAN 14 FEET, IN WHICH CASE SDR 26 PIPE SHALL BE USED. ELASTOMERIC GASKET JOINTS SHALL BE UTILIZED FOR PVC PIPE, AND SHALL COMPLY WITH ASTM F477, ASTM D3034 AND ASTM F679. JOINTS SHALL COMPLY WITH ASTM D3212. ALL ON-SITE PVC FORCE MAINS (IF REQUIRED) SHALL BE CLASS 200, DR 14 FOR 4" DIAMETER, AND CLASS 150, DR 18 FOR 6" TO 12" DIAMETER PIPE, IN ACCORDANCE WITH AWWA C900 STANDARDS. PVC FORCE MAIN PIPE SMALLER THAN 4" DIAMETER SHALL BE CLASS 200, SDR 21, IN ACCORDANCE WITH ASTM D 2241. FORCE MAINS SHALL BE SPIRAL WRAPPED WITH 2 INCH WIDE DARK GREEN STICK-ON VINYL TAPE, FORCE MAINS WITHIN THE RIGHT-OF-WAY SHALL BE CLASS 52 DIP, MINIMUM 4" DIAMETER. ALL SANITARY MANHOLES SHALL BE LOCATED NO MORE THAN 400 FEET APART AND SHALL CONFORM TO THE DETAILS CONTAINED HEREIN, AS WELL AS WITH ASTM C478. WHEN THE RECLAIMED WATER LINE IS TRANSPORTING WATER FOR PUBLIC ACCESS IRRIGATION: MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WATER LINES AND DOMESTIC WATER LINES SHALL BE PRACTICED. A MINIMUM HORIZONTAL SEPARATION OF FIVE (5) FEET (CENTER TO CENTER) OR THREE (3) FEET (OUTSIDE TO OUTSIDE) SHALL BE MAINTAINED BETWEEN RECLAIMED WATER LINES AND EITHER POTABLE WATER MAINS OR SEWAGE COLLECTION LINES. AN 18 INCH VERTICAL SEPARATION SHALL BE MAINTAINED AT CROSSINGS. 3. WHEN THE RECLAIMED WATER LINE IS TRANSPORTING WATER FOR NON PUBLIC ACCESS IRRIGATION: THE RECLAIMED WATER MAIN SHALL BE TREATED LIKE A SANITARY SEWER, AND A 10-FT. 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 NECESSARY TO ENSURE STRUCTURAL INTEGRITY AND PROTECTION OF THE LINES THEMSELVES. 2. A MINIMUM 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN HiX TYPE OF SEWER (INCLUDING FORCE MAINS) AND EXISTING OR PROPOSED WATER MAINS, IN PARALLEL INSTALLATIONS, WHENEVER POSSIBLE. THE DISTANCE FOR SEPARATION SHALL BE MEASURED EDGE TO EDGE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10 FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE INSTALLED IN A SEPARATE TRENCH, OR IN AN UNDISTURBED EARTH SHELF, LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN, AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER LINE, AND WATER AND SEWER JOINTS SHALL BE STAGGERED. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES, IN PARALLEL INSTALLATIONS, THE WATER MAIN SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR FORCE MAIN SHALL BE CONSTRUCTED OF DIP (IF AVAILABLE IN THE SIZE PROPOSED), WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER MAIN SHOULD ALWAYS BE LOCATED ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (I.e.. STAGGERED JOINTS). 3. ALL DIP PIPE SHALL BE CLASS 50 OR HIGHER. REFER TO NOTE 18 BELOW FOR ADDITIONAL DIP SPECIFICA TIONS. ADEQUATE MEASURES AGAINST CORROSION SHALL BE UTILIZED. 4. ALL WATER MAIN PIPE FITTINGS AND APPURTENANCES SHALL BE INSTALLED TO COMPLY WITH COUNTY UTILITIES DIVISION STANDARDS AND SPECIFICATIONS 5. ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36 INCHES Of COVER, 6. ALL WATER SERVICE LINES, VALVES AND METERS SHALL BE INSTALLED TO COMPLY WITH COUNTY UTILITIES DIVISION STANDARDS AND SPECIFICATIONS. 7. THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS, IN ACCORDANCE WITH COUNTY UTILITIES DIVISION STANDARDS AND SPECIFICATIONS. 8. ALL DUCTILE IRON PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITION OF AWWA C151/A21.51. PIPE SHALL BE FURNISHED IN 18 OR 20 FOOT SECTIONS, PIPE THICKNESS SHALL BE CLASS 50, UNLESS OTHERWISE SPECIFIED.. 9. ALL WATER SYSTEM CONSTRUCTION, UP TO AND INCLUDING POINT OF METERING AND BACK FLOW PREVENTION (iF REQUIRED), SHALL BE BUILT ACCORDING WITH COUNTY UTILITIES DIVISION STANDARDS AND SPECIFICATIONS. 10. ALL ON-SITE FIRE HYDRANTS SHALL BE PAINTED WITH HIGH GRADE ENAMEL FEDERAL SAFETY YELLOW (OSHA APPROVED), AND MUST BE LOCATED A MINIMUM OF 6 FEET FROM THE EDGE OF PAVEMENT OR BACK OF CURB, OTHERWISE BOLLARDS WILL BE REQUIRED FOR PROTECTION ALL FIRE HYDRANTS SHALL COMPLY WITH AWWA STANDARDS C502-80 THEREOF. 11. CONTRACTOR TO INSTALL TEMPORARY BLOWOFFS, AT THE END(S) OF PROPOSED WATER MAINS AND SERVICE LATERALS TO BUILDING(S), TO ASSURE ADEQUATE FLUSHING AND DISINFECTION/CHLORINATION. 12. ALL WATER MAINS SHALL BE PRESSURE TESTED IN ACCORDANCE WITH AWWA MANUAL M23, CONCERNING HYDROSTATIC TESTING OF PVC PIPING. OFF-SITE WATER SYSTEM HYDROSTATIC TESTING TO BE WITNESSED BY COUNTY UTILITIES INSPECTOR. 13. ALL WATER MAINS SHALL BE STERILIZED IN ACCORDANCE WITH THE APPLICABLE SECTION OF THE LATEST AWWA SPECIFICATION C651 AND COUNTY UTILITIES DIVISION SPECIFICATIONS. 14. ALL PVC WATER MAIN, 4" TO 12" DIAMETER PIPING, SHALL CONFORM TO AWWA C900 (DR 18) STANDARD SPECIFICATIONS, PRESSURE CLASS 150 PSI. ALL PVC WATER MAIN PIPING LESS THAN 4" DIAMETER SHALL BE SCHEDULE 40, PER ASTM SDR 21, PRESSURE CLASS 200 PSI. 15. ALL PVC WATER MAINS SHALL HAVE A SUITABLE MAGNETIC LOCATOR TAPE PLACED OVER THE WATER MAIN, BURIED NO LESS THAT 18 INCHES ABOVE MAIN LINES. THE TAPE SHALL BE AT LEAST 5-1/2 MILS THICK, 2 INCH MINIMUM WIDTH, AND MADE WITH AN ALUMINUM MATERIAL SANDWICHED BETWEEN 2 LAYERS OF POLYETHYLENE. IT SHALL HAVE IMPRINTED, IN PERMANENT BLACK INK WITH ONE (1) INCH TALL LETTERS, "CAUTION: WATER LINE BURIED BELOW', ON BLUE BACKGROUND. THE TAPE SHALL BE CONTINUOUS BETWEEN VALVES, AND SECURED TO EACH VALVE. WHERE OTHER LINES OR SERVICE LINES JOIN THE WATER MAIN, THE TAPE USED FOR DETECTION OF THESE LINES SHALL BE SECURED TO THE MAIN LINE TAPE. 16. FIRE LINES SHALL BE INSTALLED BY A CONTRACTOR, DULY LICENSED BY THE STATE OF FLORIDA FIRE MARSHALL'S OFFICE. CONTRACTOR TO VERIFY REQUIREMENTS PRIOR TO CONSTRUCTION OF THE FIRE PROTECTION SYSTEM. 17. FIRE PROTECTION SHALL MEET THE REQUIREMENTS OF THE APPLICABLE MUNICIPALITY OR COUNTY. TESTING AND INSPECTION REQUIREMENTS: (WATER): 1. ALL COMPONL: 'IlTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VAL YES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH APPLICABLE WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY THE OWNER'S ENGINEER AND APPLICABLE AGENCY INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. 2. CONTRACTOR TO PERFORM CHLORINATION. BACTERIOLOGICAL SAMPLING SHOULD BE BY APPLICABLE UTILITIES PERSONNEL. ENGINEER OF RECORD SHALL OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TEST TO BE SUBMITTED TO OWNER'S ENGINEER. 3. BASE MATERIAL SHALL BE IN PLACE PRIOR TO ANY FINAL TESTING OR INSPECTIONS. PAVING AND GRADING NOTES I 1. ALL DELETERIOUS SUBSURFACE MATERIAL (I.E. MUCK, PEAT, BURIED DEBRIS, ETC.) IS TO BE EXCAVATED AND REPLACED WITH SUITABLE/COMPACTED SOILS, AS DIRECTED BY THE OWNER, THE OWNER'S ENGINEER, OWNER'S SOILS TESTING COMPANY, AND PROJECT SPECIFICATIONS. DELETERIOUS MATERIAL IS TO BE REMOVED FROM THE SITE. EXCA VA TED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING DELETERIOUS MATERIAL FROM THE SITE. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING OR SHORING AS NECESSARY. DEWATERING METHODS SHALL BE USED AS REQUIRED TO KEEP TRENCHES DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. 3. ALL NECESSARY FILL AND EMBANKMENT THAT IS PLACED DURING CONSTRUCTION SHALL CONSIST OF MATERIAL SPECIFIED BY THE OWNER'S SOILS TESTING COMPANY OR ENGINEER AND BE PLACED AND COMPACTED ACCORDING TO THESE PLANS AND PROJECT SPECIFICATIONS. 4. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADES, UNLESS OTHERWISE NOTED, 5. CONTRACTOR SHALL PROVIDE STRAIGHT SAWCUT, TRIM, TACK AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE PROPOSED PAVEMENT MEETS EXISTING PAVEMENT. 6. CURBING SHALL BE PLACED AT THE EDGES OF ALL PAVEMENT, UNLESS OTHERWISE NOTED. REFER TO THE LATEST EDITION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS" FOR DETAILS AND SPECIFICATIONS OF ALL F,D.O. T. TYPE CURB AND GUTTERS CALLED FOR IN THESE PLANS. 7. CONTRACTOR TO PROVIDE A 1/2" TO 1" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT ABUTMENT OF CONCRETE AND OTHER MATERIALS RIGID (STRUCTURES, OTHER POURED CONCRETE, ETC.) (30 MIL. TRAFFIC PAINT PER CLIENT AS ALLOWED PER MUNICIPALITY) 8. ALL PAVEMENT MARKINGS SHALL BE MADE IN ACCORDANCE WITH F.D.O.T. STANDARD INDEX # 17346. HANDICAP PARKING/MARKINGS SHALL BE INSTALLED PER APPLICABLE MUNICIPALITIES REQUIREMENTS, AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION PAGES 12 & 13. 9. THE CONTRACTOR WILL STABILIZE BY SEED AND MULCH, SOD, OR OTHER APPROVED MATERIALS ANY DISTURBED AREAS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE UTILITY SYSTEMS AND PAVEMENT AREAS. CONTRACTOR SHALL MAINTAIN SUCH AREAS UNTIL FINAL ACCEPTANCE BY OWNER. TESTING AND INSPECTION REQUIREMENTS (PAVING/GRADING): 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE SOILS REPORT, TESTING SCHEDULE LOCA TE[) ON THESE PLANS, AND PROJECT SPECIFICATIONS. UPON COMPLETION OF WORK THE SOILS ENGINEER WILL SUBMIT CERTIFICATIONS TO THE OWNER AND THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. 2. CONTRACTOR TO BE FINANCIALLY RESPONSIBLE TO PAY FOR TESTING, AS PER PROJECT SCOPE. 3. A QUALIFIED TESTING LABORATORY SHALL PERFORM ALL TESTING NECESSARY TO ASSURE COMPLIANCE OF THE IN-PLACE MATERIALS AS REQUIRED BY THESE PLANS, THE VARIOUS AGENCIES AND PERMIT CONDITIONS. SHOULD ANY RETESTING BE REQUIRED DUE TO THE FAILURE OF ANY TESTS TO MEET THE REQUIREMENTS, THE CONTRACTOR WILL BEAR ALL COSTS OF SAID RETESTING. 4. 5. CONSTRUCTION SITE WORK TESTING . 1. ALL SITE WORK CONSTRUCTION TESTING SHALL BE PERFORMED BY A CER~FIED / LICENSED GEOTECHNICAL ENGINEERING FIRM, AS APPROVED BY HD/RAD LINEBAUGH, LLC. 2. ALL SITE WORK CONSTRUCTION TES~NG SHALL BE CONDUCTED IN ACCORDANCE WITH THE PROJECT'S GEOTECHNICAL REPORT AND / OR THE TESTING PARAMETERS OF THE LOCAL MUNICIPALITY / AGENCY HAVING JURISDICTION OVER THE SITE WORK AND PROJECT SPECIFICATIONS. THE MORE STRINGENT REQUIREMENTS SHALL APPLY, 3. COPIES OF PASSING TEST RESULTS SHALL BE PROVIDED TO THE DEVELOPER, ENGINEER OF RECORD, CONTRACTOR AND LOCAL MUNICIPALITY / AGENCY FOR PURPOSES, SUCH AS BUT NOT LIMITED TO, CERTIFICATION, AND ACCEPTANCE OF FACILITIES BY THE DEVELOPER AND / OR MUNICIPALITY / AGENCY. 4, THE SERVICES OF A CONSTRUCTION TESTING GEOTECHNICAL FIRM SHALL BE RETAINED BY THE CONTRACTOR, UNLESS OTHERWISE SPECIFIED IN THE BID DOCUMENTS. 5. F.E.E.s. WILL NOT BE RESPONSIBLE FOR SCHEDULING, COORDINATION OR EVALUATION OF THE SOILS TESTING AND CERTIFICATIONS, IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO MAKE THE NECESSARY ARRANGEMENTS DIRECTLY WITH THE SOILS TESTING LABORATORY / GEOTECHNICAL FIRM. 6. 7. 8. 9. ALL DUCTILE IRON PIPE SHALL MEET REQUIREMENTS OF AWWA C151, ANSI SPEC. A21.51. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE PROVIDED WITH A VIRGIN POLYETHYLENE INTERIOR LINING COMPLYING WITH ASTM D 1248 (40 MILS THICK) HEAT BONDED TO THE INTERIOR OF ALL PIPES. ALL DIP PIPE SHALL HAVE A STANDARD OUTSIDE COATING COMPLYING WITH ASTM C151-8.1. 10. 11 . ALL SLOPES FOR GRAVITY SEWER MAINS AND SERVICE CONNECTIONS SHALL COMPLY WITH THE FOLLOWING MINIMUM GRADES: 6" @ 1.00%, 8" @ 0.40%, MAXIMUM SLOPE = 2.00%. ALL SANITARY SEWER WORK SHALL CONFORM WITH APPLICABLE COUNTY UTILITY DEPARTMENT STANDARDS AND SPECIFICATIONS. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING PROPOSED FACILITIES TO EXIST. LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEV,) OF EXISTING CONNECTION POINT(S) AND NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. SANITARY SEWER MAINS SHALL HAVE SUITABLE MAGNETIC LOCATOR TAPE(S) BURIED AT LEAST 18 INCHES ABOVE THE MAIN LINES. FORCE MAINS SHALL HA VE SUITABLE MAGNETIC LOCATOR T APE(S) BURIED AT LEAST 18 INCHES ABOVE THE FORCE MAIN. WA 10 DlS1Rl8UllON SYSTEM: 1. CONTRACTOR SHALL PROVIDE TWO (2) CONSECUTIVE DAYS OF PASSING BACTERIOLOGICAL TEST RESULTS FOR THE ONSITE WA TER DISTRIBUTION SYSTEM. 2. CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS CERTIFlED BY A REGISTERED LAND SURVEYOR FOR THE WATER / FIRE DISTRIBUTION SYSTEM, WHICH MUST IDENTIFY THE LOCATION OF EACH CHLORINE INJECTION AND BACTERIOLOGICAL TEST SAMPLE POINT(S). 3. CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO ENGINEER OF RECORD AND APPROPRIATE CITY/COUNTY INSPECTOR TO SCHEDULE ATTENDANCE AT THE REQUIRED ONSITE WATER DISTRIBUTION SYSTEM (2 HOUR MINIMUM) PRESSURE TEST. SANITARY SEWER COllLC11ON / 'TRANSMISSION SYSTEM: 1. CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS CERTIFIED BY A REGISTERED LAND SURVEYOR FOR THE SANITARY SEWER GRAVITY COLLECTION. AS-BUILT DATA SHALL INCLUDE, BUT NOT LIMITED TO, RIM, INVERT, PIPE LENGTH, SLOPE AND SIZE. 2. CONTRACTOR SHALL PROVIDE A MINIMUM Of 48 HOURS NOTICE TO THE ENGINEER OF RECORD IN ORDER TO SCHEDULE A TTENDANCE AT THE TELEVISED VIDEO INSPECTION OF THE PROPOSED GRAVITY SEWER SYSTEM. THE CONTRACTOR SHALL ALSO SUPPLY THE ENGINEER OF RECORD WITH A COPY OF THE ONSITE VHS TAPE AND LOG REPORT OF THE GRAVITY SEWER COLLECTION SYSTEM. PAVING, GRADING I: DRAINAGE SYS1EM: 1. CONTRACTOR SHALL PROVIDE FOUR (4) SETS OF CERTIFlED AS-BUILT DRAWINGS FOR THE PAVING, GRADING AND STORMWATER MANAGEMENT SYSTEM INCLUDING, BUT NOT LIMITED TO, INLET GRATES, PIPE SIZE, SLOPE, LENGTH AND INVERT DATA, POND ELEVATIONS, OUTFALL STRUCTURE AND DISCHARGE PIPING, PAVEMENT GRADES AND MARKINGS, FINISH FLOOR ELEVATIONS. THESE AS-BUILT DRAWINGS SHALL INCLUDE ANY IMPROVEMENTS MADE ONSITE AS WELL AS OFF-SITE. 2. CONTRACTOR SHALL PROVIDE AS-BUILT BLUE PRINTS, AND MYlAR REPRODUCIBLE RECORD DRAWINGS CERTIFIED BY A REGISTERED LAND SURVEYOR OF THE OFF-SITE PORTION OF THE ROADWAY WITHIN PUBLIC R-O-W. OlHER: 1. CONTRACTOR SHALL NOTE THAT THE REVIEW, APPROVAL AND ACCEPTANCE PROCESS FOR THE ENGINEERING CERTIFICATIONS BY THE APPROPRIATE AGENCIES TYPICALLY TAKES BETWEEN ONE (1) TO TWO (2) MONTHS. THIS PROCESS WILL AFFECT THE FINAL CERTIFICATE OF OCCUPANCY FOR THE PROJECT, AND CANNOT COMMENCE UNTIL THE SPECIFIC FACILITIES HAVE BEEN CONSTRUCTED, SURVEYED, INSPECTED, TESTED, AND ARE READY FOR CERTIFICATION. 2. THIS LIST OF REQUIREMENTS DOES NOT ADDRESS ANY TESTING OR INSPECTIONS (IF REQUIRED), WHICH MIGHT BE NECESSARY AS A RESULT OF ANY BUILDING PERMIT OR ONSITE PIPING PERMITS WHICH MAY NEED TO BE ACQUIRED BY THE CONTRACTOR, FOR PURPOSES OF CONSTRUCTING THE WATER DISTRIBUTION, SANITARY SEWER OR STORMWATER MANAGEMENT SYSTEM. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING ITEMS RELATED TO CONSTRUCTION AS-BUILT SURVEYING, TESTING, AND PROVISION OF DOCUMENTS FOR ENGINEERING CERTIFICATIONS. THIS SHALL BE THE MINIMUM REQUIRED, AND WILL BE SUBJECT TO MODI FICA TION BASED ON PERMITTING REQUIREMENTS. GENERAL: 1. CONTRACTOR SHALL BECOME FAMILIAR WITH THE SPECIFlC REQUIREMENTS OF ALL SITE DEVELOPMENT PERMITS. 2. CONTRACTOR SHALL PREPARE AND FILE THE NECESSARY EPA - NPDES PERMIT(S) FOR THIS PROJECT. DRAINAGE SYSTEM NOTES . 1. STANDARD INDEXES REFER TO THE LATEST EDITION OF F,D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS". 2. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) UNLESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH F.D.O.T, ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS OTHERWISE NOTED ON PLANS. 3. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO CENTER OF DRAINAGE STRUCTURES, WITH THE EXCEPTION OF MITERED END AND FLARED END SECTIONS, WHICH ARE NOT INCLUDED IN LENGTHS. 4. ALL DRAINAGE STRUCTURE GRATES AND COVERS, EITHER EXISTING OR PROPOSED SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY UPGRADES TO EXIS~NG DRAINAGE STRUCTURES. 5. CONSTRUCTION OF THE STORMWA TER MANAGEMENT SYSTEM MUST BE COMPLETE AND ALL DISTURBED AREAS STABILIZED IN ACCORDANCE WITH THE PERMITTED PLANS AND CONDITIONS PRIOR TO ANY OF THE FOLLOWING: ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY; INITIATION OF INTENDED USE OF THE INFRASTRUCTURE; OR TRANSFER OF RESPONSIBILITY FOR MAINTENANCE OF THE SYSTEM TO A LOCAL GOVERNMENT OR OTHER RESPONSIBLE EN~TY. TESTING AND INSPECTION REQUIREMENTS (DRAINAGE): 1. THE STORM DRAINAGE PIPING SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOUIRS IN ADVANCE TO SCHEDULE INSPEC~ON. 2. THE CONTRACTOR SHALL MAINTAIN AND PROTECT FROM MUD, DIRT, DEBRIS, ETC. THE STORM DRAINAGE SYSTEM UNTIL FINAL ACCEPTANCE OF THE PROJECT. THE STORM SYSTEM WILL BE REINSPECTED BY THE OWNER'S ENGINEER PRIOR TO APPROVAL FOR CERTIFICATE OF OCCUPANCY PURPOSES. THE CONTRACTOR MAY BE REQUIRED TO RECLEAN PIPES AND INLETS FOR THESE PURPOSES. THE CONTRACTORS BASE BID SHALL INCLUDE ANY NECESSARY POND(S)/LAKE DRAWDOWN REQUIRED TO VISUALLY INSPECT/REINSPECT THE STORM SEWER SYSTEM, 3. ALL PAVING SHALL BE COMPLETED PRIOR TO FINAL INSPECTION BY THE OWNER'S ENGINEER FOR CERTIFICATE OF OCCUPANCY PURPOSES. 13. 14. 15. TESTING AND INSPECTION REQUIREMENTS (SANITARY): 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A ~SUAL INSPECTION BY THE OWNER'S ENGINEER AND APPLICABLE MUNICIPALITY/AGENCY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION(S). THE CONTRACTOR SHALL BE RESPONSIBLE FOR COSTS ASSOCIATED WITH A TELEVISED INSPECTION (TV) OF THE PROPOSED GRA VlTY SEWER LINE CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE COPIES OF THE TV INSPECTION TAPE TO THE ENGINEER, THE OWNER AND THE APPLICABLE MUNICIPALITY/AGENCY. 2. THE CONTRACTOR SHALL PERFORM AN INFIL TRA TION/EXFIL TRA TION TEST ON ALL GRAVITY SEWERS IN ACCORDANCE WITH THE SARASOTA COUNTY UTILITY DEPARTMENT STANDARDS. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. THE SCHEDULING, COOR- DIN A TION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. 3. ALL FORCE MAINS (IF APPLICABLE) SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE REGULA TORY AGENCY FOR APPROVAL. THE SCHEDULING, COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING, COORDINATING AND NOTIFYING ALL PARTIES (IF REQUIRED) FOR THE PERFORMANCE OF A LIFT STATION/PUMP TEST START-UP, BY THE PUMP SUPPLIER. . 5. BASE MATERIAL SHALL BE IN PLACE PRIOR TO ANY FINAL TESTING OR INSPECTIONS. PROJECT ABANDONMENT NOTE. ! IN THE EVENT OF PROJECT ABANDONMENT PRIOR TO COMPLETION, IT SHALL BE THE SITE CONTRACTORS RESPONSIBILITY TO REMOVE ALL CONSTRUCTION AND VEGETATIVE DEBRIS AND FILL FROM THE SITE. v:( / ~ 1./ el. .., .MARK SUlUVAN, P.E. PROFESSIONAL ENGINEER NO. 41227..'..,.- :lC CD I '-.. >- <( o >- 1Il o w :.:: u w :r: U >- 1Il o W VI > w a:: "<t o o N "- w z ::::> -, w f- <( o VJ Z o VJ > W 0:: "- o tr) "<t o I "<t o w o z W f- <( o 0:: a.. I ' I- Q:: I LL U ::J Oz-'O ?:wOZ I- u-<l:>- mIo Z ZzZI-Oui f=:i= w -<l:OQ::zwO~<l: 2 Z i/iw<l:ul- N => '2[/)~~l?>1-8ii' U [/)<l:LLQ::Z(}"'O[/)O o W _OIl.Q'WZ::JI o oZQ:: w[/) I- oll.ww-,l0Q::::J LL ~~LL~?:<l:OO<l: o <l:wo l?S;;ZOZ w [/)II-l0fJw<l:t5f=lui VJ <l:OZ _ :2~:::J1- ' => WWWW<l:ZouiOQ'w w OI-:2UO ,o~w cr: -<l:::J>Q'Q;wQ:: u..: wQ::Q::(}"'O>WIl.W ~ 6: tn ~/L:;: fJ~~ ~ ~ d ~~ ~~ ~~ ~~ d~ ZE-< ~ffi <~ Q~ ~~ O~ ~~ ~ IIIIII111 I " , " 11111 LD LD o m I o co co "<tr--, .. Q)nn Z :+:: tD o::::Jn;x) i=UJn'---/ <1: N x - U 0 0 0::: 0 U LL o 0 ,- I 0::: 0 f-- -tD =:JQ)LLO <1: 01 _ '-om LL 00.1 o ~ Eo oco ~ m f-- co <1:~ ULD r--, c;:, "<t ~ f-- co 0::: '---/ W U "<t o co LD mO wn Q) f-- ..... :z w :E . ~ ~ u:lu~ >~CQ ~~~~< ~l--lNQ ;i;~:~ .....<Z~~ ~~~S~ O)Q . rJJ. < -:~~ ~ >- 0 < ~ ~ ~ :c (In , , ~ o \0 M M . en . :::) I l' '- r. <:T c:::> ~ i \ \ c-- r:' r,l l' '..JJ " ~' ~ l\lLD 0:,-- , - W' O'_'~ - 0 t; z ::) CJ m: z ~ - en ~ z en o w o ~ I t; c:> C2 O i",: ('. I r:~ Il":' I I ~. EXISTING SIGNS TO BE REMOVED. LEAVE CONDUIT & WIRE STUBBED UP ABOVE GRADE W/ WIRES TERMINATED. CONTRACTOR TO COORDINATE WllH PROGRESS ENERGY TO DISCONTINUE POWER SERVICE TO EXISTING BUILDING CONTRACTOR TO REMOVE AND DISPOSE OF EXISTING CURBING AND ASPHALT OF WllHlN LIMITS SHOWN.(TYP.) CONTRACTOR TO REMOVE AND PROTECT lHE 3 EXISTING PALMS WllHlN lHlS ISLAND DURING CONSTRUCTION AND REPLANT IN lHE PROPOSED PLANTERS TO BE LOCATED IN FRONT OF NEW BUILDING EXPANSION EXISTING SHRUBS TO REMAIN UNLESS OlHERWlSE SHOWN FOR REMOVAL OR RELOCATION. (CONTRACTOR IS RESPONSIBLE TO PROTECT EXISTING LANDSCAPING & SHALL REPLACE ANY DAMAGED LANDSCAPING.) I r19 \ \ \ \ CONTRACTOR TO PRESERVE EXISTING LANDSCAPE lHlS AREA (SHRUBS 5et.) CONTRACTOR TO REMOVE AND DISPOSE OF EXISTING CURBING OF WllHlN LIMITS SHOWN.(TYP.) CITY OF ST. PETERSBURG UTILITY NOTES. 1.) APPUCANT / CONTRACTOR IS REQUIRED TO PROVIDE -AS-BUILTS- OF ALl. NEW CONSTRUCTION TO THE Cl1Y"S DEPAR'T'MENT OF PUBUC UTIUTlES WITHIN 10 DAYS OF CO~PLETlON. -AS-BUILTS- ~UST INCLUDE CLEARANCE BETWEEN THE cl1Y"s TRANS~ISSION MAlN(S) AND NEWLY INSTALLED FACIUTlES, HORIZONTAl AND VERTICAL LOCATION OF THE NEWLY INSTALLED FACIUTlES, AND OTHER PERTINENT DATA. 2.) NO TREES WILL NOT BE ALl.OWED TO BE UPROOTED WITHIN THE EXISTING TRANS~ISSION MAIN EASE~ENT. 3.) TREE RE~OVAl WITHIN A CITY EASE~ENT AREA SHAlL CONSIST OF THE RE~OVAl OF THE TREE TO APPROXIt.AATELY 6- BELOW GRADE. TREE STU~PS SHAlL REMAIN IN PLACE SO AS NOT TO DISTURB EXISTING POTABLE WATER TRANS~ISSION MAlN(S). 4.) NO PLANTING OF DEEP ROOTED TREES / VEGETATION WILL BE ALl.OWED WITHIN THE EASE~ENT AREA (PINE TREES, LIVE OAK TREES, ETC.) ~I ~I 8/ ~I /..,1 Ff! I 1 I , I / / I I 1 I I / I I I I I I 1 I 1~10 l j+t~ \ ~I " 1 934 \ \ \ \ \ ,,\9 1 \ \ \ 1\ \ \ \ (~~ it,~... ~ 1~~ ~ / , f- 5 I 10. 8 / ,:J I 10 /'" I", N !~~ '<t ~(() ~~ Vld, wN ~6 -IN ~ P.O.C. SW CORNER SECTION 20-29-16 of) ON o~ ~ 0 rr / I I I 1 ~ct 0>0> rB7 r70 I I I I I 1 / / I I~I I / I 1 1 / I lOd,o' I I I I I I t I I I , I I I I I y-eB , +7.47 ;:V-7~ 7; 7.B4 I / ry / / / j / / r>// ! / / f// '/ / / ^ ry / / / 1t'77~~-? -'7,B2 ~ , _I.. 750 t 7 B3 )(J , 1 """~ ',;', .Ii U --- 'JJ"" /"-.. 7'B\' . 7(tftB2= \ -rIP '\ ~49 '\ .~\ 'y.----\ \ \ '\ \--------- \ \ \ 17B~ / --------- \ \ \ ~ '\ \ \ \ ---------, ,1-764 \ \ ~ \ _________ L/'l I 3:1 I I I / I I / I , :r: (9 :r: I . I (/)1 I . I I I I I I 1 / I I I I 109,0' / I I , I CONTRACTOR TO REMOVE AND DISPOSE OF EXISTING BUILDING, CONCRETE WALKS.(LEA VE EXIST. CURBS) 1 / I: I I I II I I I~ I / ~ / / ~ I I Q.'#/ / I .O:~ I I / ~# / I II 1 : ~ : : Ii : i Ii: /1 / I I I I ~ : ; I I / I / I I I I I I / / I I ~ B 4B ~ B22 + 7 B6 20-29-16 - ~- 29-29-16 ~ -<' a:: ~, -< ~, a:: -< ~, (,) ~ ~' 13 a:: au 0. au Z ::J a:: ~, -<i 60," CONTRACTOR TO PRESERVE EXISTING LANDSCAPE lHlS AREA (SHRUBS 5et.) CONTRACTOR TO PRESERVE EXISTING LANDSCAPE lHlS AREA (SHRUBS 5et.) I I GRATE ELEV. = 6.05 S. IE = 1.40 i '" 1- I I I I EXISTING DUMPSTER PAD AND FENCE TO REMAIN 0' 20 40 ~ I I SCALE: 1" = 20' B06 I , 4&' CITY OF CLEARWATER - - ""EA'SEM!NT / I / / / / / / / / / 31 I I. - ~ Sfj~ 'i9/~:~:;:10":'.;: / \ "'~~" ~'r~~J} ~ ~ \ '( "1 b t \ / /1 ~ V 1 7,63 \ ~ \ '(I 16 WOOD FENCE \ ~ l7,13 ~9~ -t01 ,906,B5 ~ ~ ~, / / / / I " ' U 8,37 I _~ ! ~:Ii.;", ' B,20 1 /" 15/ .: !B,02 .....---- _________ -:Or 7,93 1795 , I _ _ ~7___ -...... - 60," )91+ 7,7~! I /' , I I ~ ~ ~ -< g, ...J " 8 I/; 'i/J I // ~'i ''Ji J7'B4 /) / ,,/ 7,2t '1-7,06 I / / / / 490 ,7<;' I 8 .- B,02 .,. ,12 7,49, 'r ~ -< ~ X o. a:: ll., ll. -< 'B,07 +7.73 , net , I I 73~ =+1.- > < :]=+:$;61 ~O I I I 1 1 ...,1 ~-\ )------~~ ,/) I~/ ) V/) Y ) Y 1 729\-, 721 7 O*- ~ f'43 \ \ \ A 1 \703 \ \ \ \ 6.7y. ~ .4 ~ \ / / \ ~L P '\ \ \ \ \ >< SIGN l5< LP 0 ~ \ \ 6 v/ /) 6709 \ \ \ \ \ ~ 8;f-'~\ . X - \ \ \/ ).. \\ \ \ \ \ \ '\ \h-1.J;; ^ I r<l16- ~ \ V ~ \\ \ \ \ \ \ 6B~ - r.4, XoSIG~.d *?,40= -~ = -i = 714~~9=, ~96 \= =~., = L --.6~~ .~.-. .... ~~9;48;~ 210.24'"..r<l. - - ~.J... - - .~ '''DC' 3889 XX = = = = = = = =0,5' CUREL..{TYPICAL)_ _ _ _ _ _ _ _ ~~.43 ==Ff24 - - - - - - - - - - ==Fr=;; = = = = = = - = - - - ~~ E~ - -- ~2 EXISTING SIGNS TO BE REMOVED. LEAVE CONDUIT & +724 WIRE STUBBED UP ABOVE GRADE W/ WIRES TERMINATED. +6,36 CONTRACTOR TO PROlECT AND ~ PRESERVE EXISTING "- LANDSCAPE THIS AREA (SHRUBS 4ct.) ell, ~ :u O.R. 5840 PG. 645-646 20-29-16-330-0300 =+~> I I I I I I I I I I ~ -1Z:3/ 7 0;'" 6 95 /' o~r ~ I I _ ~5~~!.:3 7,5V 1 if, I LP I r FIR 1/2- LB 2610 +6,42 I I EXISTING SITE LIGHT POLES TO REMAIN UNLES940lHERWlSE SHOWN FOR REMOVAL. (TYP.) 7,39 +691 + 6.4 7 I I I:r~ 7,gt-E/P --:....;:- iFt'n ,90 ~i: I mU' ' 3'zl r,S 7.Bij... JLP ,..- lT41,B6 17.25 7~- - - - \ - ntf7,24 I WELL PUMP I +7,19 I , , I ~1= = = = = = = d=09 = = = E/P ~2 f I SIGN I ~ 690 716~ IT '\ _ _ _ _ _ _ 1.S... ~ ~---- -=F,;i------==f;;-; 7.11 - - - 7,00- - - - - - 6,BB 6,6B E/P /,/' --=*== = = = = = = = = = = = = ~2= = = 6 ~ 6 B,/I MANHOLE RIM 'tt ELEV. = 6.81 ~ 1.S... N. IE = 4.23 ~~ ========----~----~ ' - - - - '6,25- - - -6,31 +6,90 +669 +656 +6,21 +6,06 +6,12 6,63 6~/~6,04 6,O~V 603./1 6,B4 ~672 ~6,72 6,61 6,72 660,f 65o.p I / ~ 6.53 II I . I~ t") .N IV I~ <D f'I o z SHELL OIL S89'19' 48"E 1 00,01' _ _ _ S. LINE SW 1 /4 20-29-16 B R 0 A 0 ELLEAIR (PRIV AlE) 48 HR NOTICE GIVEN TO ..SUNSHINE" PRIOR TO ANY CONSTRUCTION ACTIVITIES 1-800-432-4770 Ii: SITE LIGHTING NOTE UGHT POLES ON THIS PLAN HAVE BEEN SHOWN AS RELOCATED TO ACCO~ENDATE NEW CONSTRUCTION. PLEASE REFER TO THE SURVEY FOR EXISTING LOCATIONS AND ELECTRICAL SITE PLAN FOR EXACT LOCATION OF RELOCATION. LEGEND CONTRACTOR TO REMOVE EXISTING TREE IN lHlS AREA DUE TO lHE PROPOESD RETENTION POND. SEE SITE/UTILITY PLAN FOR EXACT LOCATION OF RETENTION AREA. O,H,L, +6.40 CONTRACTOR TO PRESERVE EXISTING PARIMETER HEDGES & LANDSCAPING (SEE SHEET L1 FOR PLANTING INFORMATION) L. P. .. 10" ~ +6,48 ALL UTILITIES ARE TO BE DISCONNECTED & REMOVED FROM EXISTING COOLER, PRIOR TO COOLER BEING REMOVED AND DISPOSED OF. EXISTING TREES TO REMAIN UNLESS OlHERWlSE SHOWN FOR REMOVAL OR RELOCATION. (CONTRACTOR IS RESPONSIBLE TO PROTECT EXISTING LANDSCAPING / EXISTING ITEMS TO REMAIN & SHALL REPLACE ANY DAMAGED LANDSCAPING.) CONTRACTOR TO REMOVE EXISTING 6" CONCRETE CURBING. SEE NEW MODIFICATIONS TO CURBING IN lHlS AREA ON SITE/UTILITY PLAN SHEET. CONTRACTOR TO PRESERVE EXISTING LANDSCAPE lHlS AREA (PLANTlNGS 2et.) CONTRACTOR TO PRESERVE EXISTING LANDSCAPE lHlS AREA (SHRUBS 4et.) 6" <<J 6"X =~ =X==X= Xc X ~ 1:.............1 I I I" . . L.~ DEMOLITION NOTES 1) PRIOR TO THE INITIATION OF SITE DE~OUTlON, THE CONTRACTOR SHAlL VERIFY THE LOCATION OF ALL EXISTING UTIUTlES INCLUDING BUT NOT U~ITED TO GAS, WATER. ELECTRIC, CO~~UNICATlON, CABLE lV, SANITARY AND STOR~ SEWER. 2) PRIOR TO ANY DE~OUTlON, THE CONTRACTOR SHAlL COORDINATE WITH ALl. UTIUTY CO~PANIES TO RE~OVE OR CAP ANY UTIU1Y THAT SERVICED THE EXISTING BUILDINGS AND MAKE ARRANGE~ENTS IF CONTINUED SERVICE IS REQUIRED DUE TO THE CONSTRUCTION OF THE PROPOSED BUILDING. DU~PSTER TO BE LOCATED ON SITE PER CITY OF CLEARWATER BUILDING DEPAR'T'MEN!T. ALl. RUBBLE AND DEBRIS TO BE PLACED IN DU~PSTER FOR PROPER DISPOSAL CONTRACTOR TO COORDINATE WITH PROGRESS ENERGY TO RELOCATE POWER AS NEEDED PRIOR TO ANY DE~OUTlON. SITE SPECIFIC EROSION AND SEDI~ENT CONTROL: SILT FENCE TO BE PLACED AROUND THE PERIPHERY OF THE CONSTRUCTION AREA PRIOR TO THE CON~ENCE~ENT OF CONSTRUCTlON/DE~OUTlON. FUGITIVE DUST E~ISSIONS DURING DE~OUTlON SHAlL BE MAINTAINED TO AN ACCEPTABLE LEVEL BY CONTRACTOR, IN ACCORDANCE WITH THE CONSTRUCTION NOTES, SHEET C2. 3) 4) 5) 6) 7) CONTRACTOR TO DE~OUSH, RE~OVE AND DISPOSE OF ALl. ASPHAlT, CONCRETE, SIDEWAlKS, CURBING, BUILDINGS, BUILDING FOUNDATIONS AND SIGN FOUNDATIONS UNLESS OTHERWISE NOTED ON PLANS. DISPOSAl SHAlL BE IN ACCORDANCE WITH ALl. APPUCABLE REGULATIONS OF THE CITY OF CLEARWATER. THE NATIONAL E~ISSIONS STANDARDS FOR AIR POLLUTANTS (NESHAPS) REQUIRES THE INSPECTION FOR ASBESTOS CONTAINING MATERIAL PRIOR TO THE RENOVATION OR DE~OUTlON OF THESE FACIUTlES. IF ASBESTOS IS FOUND IT REQUIRES THE PROPER RE~OVAL BY A FLORIDA UCENSED ASBESTOS CONTRACTOR OR PROPER WORK PROCEDURES DURING DE~OUTlON ACTMlY. 8) 9) CONTRACTOR TO RE~OVE ONLY DESIGNATED TREES CALLED OUT ON DE~OLJTlON PLAN. 10) LOCATIONS, ELEVATIONS, AND DI~ENSIONS OF EXISTING UTlUTlES, STRUCTURES AND OTHER FEATURES ARE SHOv.t.l ACCORDING TO THE BEST INFOR~ATlON AVAILABLE AT THE TI~E OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DI~ENSIONS OF ALL EXISTING UTlUTlES, STRUCTURES AND OTHER FEATURES, AFFECTING THIS WORK, PRIOR TO CONSTRUCTION. PROPERTY LINE PROPOSED EROSION CONTROL EXISTING SITE FEATURES EXISTING OVERHEAD POWER LINE EXISTING 6' CURBING EXISTING LIGHT POLE EXISTING PALM TREE / SIZE EXISTING HOLLY TREE/SIZE EXISTING TREE TO BE REMOVED EXISTING 6" CURBING TO BE REMOVED AREA OF EXISTING BUILDINGS TO BE REMOVED AREA OF EXISTING CONCRETE TO BE REMOVED AREA OF EXISTING ASPHALT TO BE REMOVED PROPOSED TREE BARRICADE 11) CONTRACTOR SHAlL OBTAIN ANY AND ALl. PER~ITS RELATED TO THE DE~OUTlON OF THE EXISTING BUILDINGS OR OTHER ON-SITE FEATURES. CONTRACTOR SHAlL COORDINATE WITH OWNER REGARDING ENVlRON~ENTAl STUDIES (PHASE I, PHASE II, ASBESTOS SURVEY. ETC.) OR SPECIFIC DE~OUTlON SPECIFICATIONS REGARDING THE BUILDING STRUCTURE OR SITE FEATURES. 12) CONTRACTOR TO ARRANGE AN INSPECTION OF ALl. UTIUTlES THAT HAVE BEEN CAPPED OFF WITH THE CITY OF CLEARWATER BUILDING DEPAR'T'MENT PRIOR TO ANY DE~OUTlON OF EXISTING BUILDINGS. 13) CONTRACTOR TO DETER~INE THE FULL EXTENT OF DE~OUTlON ACTMTlES OF CONCRETE CURB c!c GUTTER, CONCRETE SIDEWAlKS, AND ASPHAlT PAVE~ENT TO VERIFY THE PROPOSED SITE PLAN IPROPERLY FUNCTIONS. DE~OUTlON U~ITS SHOWN ON PLANS ARE APPROXIMATE AND MAY BE ~ODIFlED. ADDmONAl DE~OUTlON MAY BE REQUIRED IN ADDmON TO THAT ILLUSTRATED. 14) CONTRACTOR TO PROTECT ALl. EXISTING LANDSCAPING, SITE I~PROVE~ENTS, AND OTHER ITE~S NOT SHOWN FOR DE~OUTlON. 15) ALl. TREE BARRICADES TO BE LOCATED AT 2/3 OF EXISTING OVERHEAD CANOPY. / . ).V(. lol~o~ MARK SULLIVAN,' P.E., - PROFESSIONAL ENGINEER NO. 41227 ' :.::::.::::.::::.::: lDlDlDlD IIII :.::: lD I .......... lD -, :':::000 ~ ~g:g:g: ~ o o N ~~ zO wZ Vl::;:;;;0 ~::;:;;;a:: W VlzO=> ~WUlD ~ ~::;:;;;~~ -, ::;:;;;~Z~ ::;:;;;U~W w 0 -Jo.. !;;( U~U o ~~cId:r; z- I' ~d~l.L. o da::uO ':j a:: ~ a:: ~ o ~O~u ~ 0~08 o 1n51no W >W>O a::a::a::.ex: o '<t '<t '<t '<t Z 0000 a:: g: c!; ~ I' 0.. (() co co ~ co I ' f- 0::: I LL U :::> OZ--,O ~WOZ f-- U-<l:>- mIo z ZzZf-Ovi f-=f= W -<l:Qo:::ZwO"3:<I: 2 Z UJW<l:Uf- N ::;) S:2UJt::l~CJ>f-8Ci: U UJ<l:LL0::: Zo:::OUJO o W ,O[LCi:~Z:::>I o OZo::: W f- OO[LWW--'~~~ 2's Z~LL~~~O <I:'I'OUJ~z~8i5 , W UJ f--WW Uf-UJ (J) <l:OZ _ 2~:::>f- ' ::;) WwwW<l:ZuioCi:W W Of-::2'S:!OO 'O"3:W 0:: -<l:::J>[i:'~Wo::: u.: wO::: 0::: O:::O>W[LW ~~tJi~~i5~~~~ o ~~ ~~ ~U ~~ O~ Z~ ~~ <~ Oel ~~ O~ ~~ ~ IIIII1III ,.... '11111 LO LO '<t 0 o Ol CXJ I LDO 0 rnn CD W~ CD '7.--, Q)nn Z"g<.O~ Qlf)~~ f-- ;:5 X -lJOO 0:: 0 lJ LL o 0,- IO::~ f-- ~<.O ::J Q) LL 0 <( CJ> _~ LLLOOl o ~ 0. I WOt-O f-- 0 CD <(Olf--CD U~ C;::LO .--, f='7 n 0:: ~ W CD U '---/ ..... :z ILl ~ a.. . g ~ ~ ILIU~ M >~~ M 1LI~~tr)< C ONO =~~~~ CC~ .0 Iu<~~~ a:~ ~~ rrJ. ~ CD r"\ . rrJ. < .....J--..l~ ~ >=::c:O ~ =- ~ < ::c tr) ~ . en . ~ , i 'Z.' Ie ..I Q. Z o - I- - ..I o :E w Q C3 ORIGINAL r- CD o w :.: u w I (,) >- CD Cl w V1 :> w cr Vl Z o Vl > W a:: w ~ .ex: o Q) f-- I- Z :~ L 'L . CJ -j I I , I I I I ~! , i I EXISTING SIGNS TO BE REMOVED. LEAVE CONDUIT & WIRE STUBBED UP ABOVE GRADE W/ WIRES TERMINA TED. O>J (~) L . z 'z JS Cl. J 8- i ~ l ~ ,;; N N ~ ., ~ t ui ~ i iii :.:: o :;) III a: ~ en I f Ii: TYPE OF CONSTRUCTION: PROPERTY OWNER: HD STAR 19, LLC 5100 W. KENNEDY BLVD. SUITE TAMPA, FLORIDA 33609 A TTN: MR. BRAD DOUGLAS PROPERTY LOCATION: 18421 U.S. HWY. 19 N, SITE DATA LOT COVERAGE CALCULATIONS (EXISTING): SITE PLAN NOTES. TOTAL SITE 30,829 SF 6,973 SF 37,802 SF 81.55% 18,45% 100.00% THE ARCHITECT/ENGINEER CERTIFIES THAT THE SITE HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT. ALL STRUCTURES, INCLUDING BUFFER WALLS, RETAINING WALLS, SIGN AGE, ETC. REQUIRE SEPARATE BUILDING PERMITS. 225 STARBUCKS/RESTAURANT= TYPE IV UNPROTECTED TOTAL IMPERVIOUS AREA MERCANTILE OCCUPANCY TOTAL PERVIOUS 0,707 AC. 0.160 AC. 0.867 AC. CONTRACTOR TO REMOVE FROM THE SITE ALL UNDERSTORY TREES, VINES, SHRUBS AND DEBRIS AROUND ALL TREES TO BE SAVED. BUILDING HEIGHT: ST ARBUCKS/REST AURANT =29' -O"(ONE STORY) LOT COVERAGE CALCULATIONS (PROPOSED): SECTION TOWNSHIP AND RANGE: 20 - 29 SOUTH - 16 EAST BUILDING SETBACKS: WEST: N & S: EAST: PERIMETER LANDSCAPE BUFFERS REQUIREMENTS: WEST: 15' N & S: 5' EAST: 10' FLOOR AREA RATIO: MAX FAR: 0.55 4,210 / 37,802 = PROPERTY ZONING: SITE IS ZONED: CG COMMERCIAL GENERAL EXISTING PROPERTY USE: (CLOSED RESTAURANT) THE SITE CURRENTLY HAS A 1-STORY :f:3,031 S.F, MASONRY STRUCTURE WHICH IS NOT OCCUPIED. 25' 10' 20' 0.111 BUILDING SIDEWALK & DUMPSTER AREA ASPHALT (VUA) AREA TOTAL IMPERVIOUS AREA TOTAL PERVIOUS 4,199 SF 2,377 SF 21,902 SF 28,489 SF 9,313 SF 37,802 SF 0,097 AC. 0.055 AC. 0.502 AC. 0,654 AC. 0.213 AC. ALL IMPROVEMENTS ARE TO BE OWNED AND MAINTAINED BY PROPERTY OWNER AND WILL NOT BE DEDICATED TO THE PUBLIC OR MAINTAINED BY THE PUBLIC. ALL PAVEMENT MARKINGS, EXCEPTING PARKING STALLS, SHALL BE "ALKYD THERMOPLASTIC 90 MILS IN THICKNESS. SOD WILL BE INSTALLED AT THE BACK OF THE CURBS, PAVEMENT EDGES, SWALES AND DETENTION AREAS. 11.14% 6.28% 57.94% 75.36% 24,64% .3,000 PSI CONCRETE WILL BE USED FOR ALL ROADWAY AND DRAINAGE STRUCTURES. PAVED INVERTS WILL BE PROVIDED WITHIN DRAINAGE STRUCTURE TO PRECLUDE PONDED WATER. TOTAL SITE 0.867 AC, 100.00% PARKING : DIMENSION NOTES NUMBER OF SPACES 11 TO 23 SPACES 10 TO 21 SPACES 10 TO 21 SPACES 31 TO 65 SPACES DEVELOPER TO UTILIZE THE CROSS PARKING AND UTILITY EASEMENT AGREEMENT RECORDED IN qR BOOK 5127 PAGES 573-578 FOR THE OF THE REQUIRED PARKIt\G.SPACES , , , ALL RADII'S TO BE .3' UNLESS OTHERWISE NOTED ON THE PLAN. ALL DIMENSIONS ARE FROM FACE OF CURB/WALL TO FACE OF CURB/WALL UNLESS OTHERWISE NOTED ON THE PLAN. REQUIRED PARKING RESTAURANT: 7-15/1,000 GFA RESTAURANT: 7-15/1,000 GFA RESTAURANT: 7-15/1,000 GFA 39 SPACES PROPOSED (2 HC SPACES INCLUDED) PROPOSED PROPERTY USE: RESTAURAUNT REFUSE COLLECTION: TO BE VIA DUMPSTER PICK UP FLOOD ZONE: PROPOSED PYLONjMONUEMENT SIGN LOCATION (TO BE DESIGNED AND PERMITTED BY OTHERS) 0' ~ SCALE: 1" 20 I 40 I 20' lONE WAY ~ R6-1 36x12 300x900 TYPE G CONTRACTOR TO INSTALL 48.5 LF OF 6- CONCRElE RIBBON CURB (SEE DETAIL BELOW) R1-1 30x30 750x750 TYPE G PROPOSED HANDICAP PARKING WITH SIGNAGE PER CITY OF CLEARWA lER REQUIREMENTS. PROVIDE PEDESTRIAN WAU<WA Y FROM EXISTING S1DEWAU< TO PROPOSED SllE. SIDEWAU< TO MEET ADA REQUIREMENTS R5-1 30x30 750x750 TYPE G RIGHT TURN ONLY R-25A 24x30 600x750 LOCATION OF T.B.M. (FCM FOOT BM 15-88-A90 ELEV.- 8.01 TRAFFIC SIGN DETAIL N.T,S, PROPOSED HANDICAP PARKING WITH SIGNAGE PER CITY OF CLEARWA lER REQUIREMENTS. CONTRACTOR TO INSTALL 46 LF + 12.5 LF OF 6- CONCRElE RIBBON CURB (SEE DETAIL BELOW) . IX) . 10 (SEE #5 BELOW) 1, PROVIDE 1 - #4 BAR CONT. 2. COST OF BARS SHALL BE INCLUDED IN BASE BID. .3. PROVIDE 2 - #5 SMOOTH BARS W/ EXPANSION CAPS AT EACH EXPANSION JOINT, 20'-0" O.C. MAX. 4. CONTRACTION JOINTS SHALL BE PLACED AT EQUAL SPACES (10' MAX.) BETWEEN NORMAL EXPANSION JOINTS. CONTRACTION JOINTS SHALL BE SAW CUT IN THE UPPER 1/.3 OF CURB AND GUTTER WITHIN 24 HOURS OF PLACEMEN~ 5. MEDIAN CURBING BASE: 6" STABILIZED SUBGRADE COMPACTED TO LBR 40 (TYP) 6. RIBBON/ FLUSH CURB N.T.S. I / I I I / I / I , / I I I I I I / I I I I I / g:!1 3/ ~/ / ~I I 8, n, " I N IIIa- I I'~ I / I 1 I I I I" I II I I 1 I I I , ,/ / I / , I I / , I I / I I I I I i I I \ l,)) '-./ m '" => u W f- W '" U Z o u /n N / I I I / / I I I I I I / , 1 I / I / I / I I I I , I I , I , , 1 I , I I , ~~ 13' I~' W ~, 8/ ',I BALANCE THE SITE APPEARS TO BE IN FLOOD ZONE "AE", ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 125096 0128 G, DATED SEPT. 3,2003 , , , , , , I I - EXISTING DUMPSlER PAD AND FENCE TO REMAIN. I CONTRACTOR TO REPAIR ANY DAMAGED FENCE BOARDS AS REQUIRED. PAINT ENCLOSURE TO MA TCH BUILDING I , I , , I , , L() L() I I FN&D LB 3889 I =---.: NEW TYPE '0' CURB (TYP.) I I I I , I I I , , I , , 0)' , / ~I , I >-, , <(I I ~: I , , , _I / II I / I I , / I I I , 1 / I , , I , I , I I I / I / I I I , I , , , , I I I I I I I o /,/-= = =E/P = = = = = = = = = = = = = = = II EXIST. ~ r.s... ~ ~=================== NOTE: ALL PROPOSED ONSITE UTILITIES ARE TO BE PLACED UNDERGROUND INCLUDING ALL EXTERIOR LIGHTING POWER SUPPLIES. UTILITY NOTES. CONTRACTOR TO FIELD VERIFY ALL UTILITY LOCATIONS SHOWN ON THE PLAN BOTH VERTICALLY AND HORIZONTALLY PRIOR TO ANY CONSTRUCTION ACTIVITIES COMMENCING. IF A DISCREPANCY OR CONFLICT SHOULD OCCUR THE CONTRACTOR MUST NOTIFY THE ENGINEER FOR RESOLUTION. CONTRACTOR TO MAINTAIN A 10' MIN. HORIZONTAL SEPARATION BETWEEN SANITARY SEWER LINES AND DOMESTIC WATER LINES AT ALL TIMES OR A MIN. SEP ARA TlON OF 18" VERTICALLY MUST BE PROVIDED. IF THIS CAN NOT BE OBTAINED THAN DIP MUST BE USED. ALL PROPOSED SITE UTILITY LINES THAT ARE TO BE CONNECTED TO THE PROPOSED BUILDING WILL STOP 5' FROM EDGE OF PROPOSED BUILDING. SITE CONTRACTOR TO THEN COORDINATE WITH BUILDING CONTRACTOR ON BUILDING UTILITY TIE-IN CONNECTIONS SEE "WATER SYSTEM NOTES" SECTION SHEET C2 FOR INFORMATION REGARDING WATER LINE CROSSINGS OF STORM OR SANITARY SEWER LINES CONTRACTOR TO ADHERE FLORIDA FIRE PREVENTION CODE. 2001 EDITION AND THE FOLLOWING CODES: NFPA 101, NFPA 70, 1999 EDITION AND FLORIDA STATUE 6.3.3. SHOW ON A CODE REFERENCE SHEET PRIOR TO BUILDING PERMIT. CONTRACTOR TO ENSURE THAT THE SITE COMPLIES W/NFPA 241 CONTRACTOR TO COORDINATE WITH HD STAR 19, LLC. REGARDING SIZE AND LOCATION OF PROPOSED POTABLE WATER SUB-METERS FOR THIS PROJECT. STRIPING NOTES TYPICAL PARKING SPACE SHALL BE STRIPED WITH A 4" WHITE STRIPE. (30 MIL.) ALL OTHER STRIPING TO BE WHITE UNLESS OTHERWISE NOTED ON PLAN. SEE DETAILS FOR HANDICAP PARKING ON SHEET C6. CONTRACTOR MUST COMPLY WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (M.U. ~C.D.). EXISTING SANITARY SEWER STRUCTUREE TABLE STR. NO. DESCRIPTION ELEVATIONS PIPE SIZE EXIST, ST-1 RIM EL, INV. EL, = 9,25 = 7,04 (SE) 8" DIP SANITARY SEWER MANHOLE (GREASE TRAP) SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE RIM EL, INV. EL. INV. EL. RIM EL. INV, EL = 6,88 = 4,92 (s) = 4,92 (NW) = 6,81 = 4,23 (N) 8" DIP EXIST, ST-2 EXIST, ST-3 LEGEND ------- PROPERTY BOUNDARY EXISTING EASEMENT EXISTING EASEMENT ---------- ---------- EXISTING SITE FEATURES ~~~~~ EXISTING STORM PIPING ----- EXISTING SANITARY SEWER PIPING PROPOSED 6" CURB D EXISTING STORM INLET @ @ EXISTING STORM MANHOLE EXISTING SANITARY SEWER MANHOLE ..- LP EXISTING LIGHT POLE @ PROPOSED PARKING COUNT PROPOSED CONCRETE PAVEMENT/SIDEWALK 4 ~ "1 PROPOSED TREE BARRICADE L-. --.l T SIGN LEGEND NO R1-1 R6-1 R5-1 R25-A TEXT OR SYMBOL STOP ONE WAY DO NOT ENTER RIGHT TURN ONLY SIZE 30" x30" 36"x12" 30" x30" 24"x30" "-q- -q- LD PROPOSED SANITARY CLEANOUT TABLE STR, NO. DESCRIPTION ELEVATIONS PIPE SIZE C,O, #1 6" SDR 35 TOP EL, INV. EL. = 9,30 = 7,34 SANITARY CLEAN OUT . . \ ., --~, :. .---~' .=-:'-1 ~: ",J} , ~ ~ ~ C.O, #2 6" SDR 35 TOP EL INV, EL, = 9,30 = 7,36 SANITARY CLEANOUT C.O, #3 TOP EL. INV, EL. 6" SDR 35 = 9.40 = 7.21 SANITARY CLEANOUT co I ~ o o = "11 · .d) .1\J) l ..:.- r--::t ( r--',v r'." - ~ 1 t C.O. #4 6" SDR 35 TOP EL. INV, EL = 9.20 = 7.46 SANITARY CLEANOUT C,O, #5 6" SDR 35 TOP EL. INV, EL, = 9.20 = 7.43 SANITARY CLEANOUT 48 HR NOTICE GIVEN TO ..SUNSHINE" PRIOR TO ANY CONSTRUCTION ACTIVITIES 1-800-432-4770 .'1 l' - -,' .1 I ' f MARK SULLlVAN~"P. , PROFESSIONAL ENG~NEER NO. 41227 . o RIG I ~\J /\ ~~~~ CD CD CD CD IIII ~ CD I ""--. CD --, ~OOO ~ ~~~~ "<t o o N (J) f- za:: ~~ OC) (J) ~ <( (J)!zo:i: w ~wua:: z ~~a::~ ~ ~~w...J ~O;ZU W OU3:lL. I- Ul-oO ~ f-~~~ ~:Jr- '" :JU~U o Ua::Ua:: r-r) W W "<t ffi a.. ffi a.. o a.. 0 a.. 0 I w w "<t O(J)O(J) o "v15"v15 w >W>W a:: a:: a:: a:: o vV-q- z vOOO o 'vOr--. a:: gJON CL to OC) OC) ~ >- rn o w ~ U w :I: U ):. 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W I- - en I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ " \ 1\ \ \ \ (~\ ) I , , , I a- I'~ I I I I I I 40.0' I -, CITY OF CLEARWA lER , I ,EASEMENT PROPOSED TYPE -0- I l I I -+ CURB (SEE DETAIL I II, I I I , SHEET C6.) r = ? I I / I I ' ' PROPOSED 24- WIDE ! ;/ I II STOP BAR (WHllE7rPROPOSED R1-1 STOP f ;/ , I , (PROPOSED R1-1 STOP SIGN c!c 24- STOP BAR f ;/ I ji / I I F,l&D LB 3889 SIGN. WITH DO NOT ENlER SIGN! ~4/ I I , _+- ' R5-1 AT WEST FACE j /I I I I, ~'/; .//.? / '/Z"/~ '// 7 - - - =---= i I tl: / L ~~ . ~~~? =-= _ _ t1j\~ _ _ _ _ _ _[~_ _ _ _ ~a91Y;~.~ 21U.24' , I I / I:~ ~ , ~ /.? -rIP "-<:' ~r= - - -==~\;-~ -.l r II I " -~,,'l. L.P 0 :..... I'- . '- ~I' L-- CONTRACTOR TO INSTALL NEW 1 I i I: r 12,0' _I - ~ /^ BOLLARDS PER CITY OF CLEARWAlER : : I:; / I j \1A.O' ~ 0 c \ ~ CD ~ IIY-PROPOSEO ONE WAY SIGN 'I I II I, ,I ~I. ----, V)) " ~ _ ~\ ~ ~ '~ WOOD FENCE I !>.~ R6-1 I II ~L ---- , ~ 0 ~ ~ · &!> I Iii I 15.0' --1J R=1Z.0 LD g PROPOSED TRAFFIC............... ~ 0 ~ - 'I . j"=l II I.. 'CD ARROW (SEE DETAIL . ............ IT] ~ ~~ I I I I, n ---- R=2.0' ON SHEET C6.) ~ ~ --! I ''i . I It I l \ I L.L.-- ---- u' ~ L - - ==1 I )} I \ \ .. t?lo ~,'.' ...- I f(V , : ,! '. ~ ,.o~~ " ; I (1) I 0 () / ,,---- :r ~ I IK I -~ , ~7O. '. ,"'. 0 2 l.... (3) ~ j[ 'V-~ EXISTING UGHT POLE TO BE REMOVED , I I J 72.4' ~ ,4 II} ~ I ..., OR RELOCAlED. CONTRACTOR TO I I / ~ BLOG, TIE , -......-".0. ~ .> I ./ COORDINAlE WITH OWNER. I I II /Ii,) ~ 6,5~0' I.. 16.3' .1 ::::-= I ~ o. 'I~.''''' CONTRACTORTOREFERTOTHIE ~J I.... r6\ , ' 2' !..!..ili TYPICAL (8) r N ELECTRICAL SllE PLANS FOR EXACT , I I / ~ V 44'\~' 4 \1 ~\ CAR STACKING ':A P tJ"fl ~ LOCATION. " I I I ,I ~ ~ J 't. STARBUCKS C.0.I2..... 11ci"--\ (4) \~ ...t.. '6" . .... . - 1509 S.F. ,~...,,; 0~ " ~ : :~: I: \ \~' ~ ----4 ~~, j 24) .. '" · ~ 1 PROp~F~:O:C~E PlAN1ERS (.::.t ~ ~ ~,~ ~ lHr1J'" 190' r- 1:0' III:' ~;JA~~R LIi ~,t~Lsg:E.35 I j '...... ~ '~ PROPOSED LOCATION OF DRIVE-THRU "r w-=t -- ~ fJ I MENU BOARD. " WI ~I 113 Wr 4 ~ ~"~~, "Of ' I- _14 ~ 5,5' RE~3~~UsR.FA.NT . C.O.~ ~' I ~O) ... ...-- 'f8\ _ I '" - " - ~ ~ ) CONTRACTOR TO CORE EXISllNIG MANHOLE , x 10 . ,../' LD 44 5.5' F.F.E.~ 9.44 ~ ' ' I - ~ Y & CONNECT PROPOSED 6- SANITARY i 1 ~I I I~ i , ,IV 'f l-----, t.S-1.l /. I ~ J!il SEWER UNES AT INV. EL.= 7.14 SEE I I <I I~ /.' R=4.5" ~".,','~ ,',' I ' ,'~" -;; ~ :=== 8" DIP ~ .--- _.~ DETAIL THIS SHEET. 1 \ I u, II ':' ~ INSTALL 28 LF. OF 6- SDR 35 " ,I II \~ "If,' n' // , 44,4 4 L-..-., t:l,','~ w~ :) "--'w {11".j~ SAN. SEWER AT 1.0" SLOPE 'I 'I I~ '."IV U ,9.0' 4 ,.~ R:.~:~lU:9.F.A4' N4T ~... ' ~ I .......... ~R~2.0'_______ ,;{1:::' RIGHT 1URN ONLY SIGN (R25-A) ~ .n ~fi APPROXIMAlE LOCATION / I I i ~ ~D 75,' , ~ ~ 4 r~~~~~ ONE WAY 1-. rc.o. '\ A~~~~ OF EXISTING FIRE HYDRANT , I I ' ~ L ~ 4 C.O.IS I.... ~ 14 \ ,CONTRACTOR TO VERIFY / LOCAlE 'I , ~I ',' ~ (;\ '" DG. TIE , '\~~/ ~>-..~ ' -= ~~ (7) \ ~R=20,O' EXISTING 1- UNE AND INSTALL I' 0' <<- ......,... -.t;( '\ co. NEW 1- PVC DOMESTIC WA lERUNE ; \1"! ' rt 1~' I Ii' ALL EXISTING UGHTING POWER (8) J 1 4-\" ~ -t.__ C~~,Pf~~~~~.RVlCE TO EACH I I r.s.J... ] . 1 If ~-, 'WIRES TO BE INSTALLED " - I PROPOSED TRAFFlC ARROWS I I U ....... UNDER-GROUND:::: .J "-q- , J / I .' ...... ~, PROPOSED "n vr (SEE DETAIL ON SHEET C6.) I - ---..*' I, 15.0' n o;i' .. N SEE SANITARY SEWER CLEAN OUT .. ONE WAY \ ......-- I I ,,/ 1 ! I ',' U oi r: ,~ R=2.0' TABLE THIS SHEET FOR MORE SIGN R6-1 4- \\ ....... ___ PROPOSED 24- WIDE . 'I ~, '-' INFORMATION. I--- STOP BAR (WHIlE) if) " " i I ;~I ,"/ ' '~j ~ '\ ~~~\ " - R=18.0' " ~ ,0' ~ r\ \LP (( \~\/~ ~ I I I I I ' j, <[J, ,it (;;\6 0 v ~. \\ f5\ \\ ,,~' PROPOSED R1-1 STOP SIGN. . \ I I' , ,~j ~ ~.~ o~ ' V ~,\?:J \\ \ V ' ~ ~~ , '/, I Ix! \~ /~/;; P 4 '), 3. ~ ~ \. \\ \ . ~~~. a '~~ _ EXISTING 1- DOMESTIC WAlERUINE :J ,/ \" I 0 ~d ~ ;;//f1 T ~ ~ ~ _ '-.. \. \\ \ '0'0, ~ ~\ ~ " 'I I'... / ~ 0 A '/ ,~/;\ \ l \ ~\ L n ~ ,~~ EXISTING 1- DOttiESTIC WA lER hAElER ~ 1 I I"" a. I.~,<<':R// //~~ _..! I:.~/ :;~:~/0>. , . ,~ ".:~4fr:- ,~."~ .,_ " -,- = ..".F;J "" ~ =..\= = ~., r?' " ~ AND 1- IRRIGATION MElER. (PER CITY I I" '-.. I, / = = C'\ 'r''':>O', '~ . '~. ~~ ~...ra-89.19';48.-"W 210-.24-:'" - -... JII , -- MIl' " ~, " IS..L . "'.N". ".~... ~m-.;",_~,b._ OF CLEARWATER) (CONTRACTOR TO 'I ,---)...J 0- , \y\) . ~. ~&D ~3889 ~RIFY LLOCAlEl.. _ _ _ _ _ _ __ J i ! I I ; II ~i!;,2~ ~ *i:O~ f:;r~OE - ~ ~ ~ ~ ~ ~O, ,"""-jn""^,)~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~E/p ~ - ~~ ~ Ai ~ 1656 ~ 1 , I I /, ftROPOSED R1-1 ~~~~~~ r~ ~~~~~lE EXIST. ~o:o..~~D R=5.0' A, I , ~TOP SIGN. (REFER TO ELEC. SllE PLANS) CURB. JI ~~ I I ~0'x20' S1lE TRIANGLE BOTH EXISTING TYPE -0- I ~ , SIDES OF ALL INGRESS/EGRESS CURB. : Ii I II ,- E/P - - LOCAllON~(TYPICAL) = = = = = = = = = E/P =- , I I I ~r.s - -, , f I I ~ I ~__M~___~ \\ )) i I i I; I 5ll0' I '-~~~~~~~~ ts- ~~~~~~-" I I I" I CITY OF ST. PElERSBURG EASEMENT I! ! I .: C4 .J NOTES. CONTRACTOR TO REFER TO THE F.D.O.T. INDEX 13CU FOR AU. SIDEWALK RAMP CONSTRUCTION UNLESS OTHERWISE SHOWN ON THE PLANS. CONTRACTOR TO SAWCUT EXISTlNG PAVEMENT WHERE NEW PAVEMENT MEETS EXISTlNG TO FORM A SMOOTH. STRAIGHT TRANsmON. AU. ASPHAl..T SURFACES TO RECEIVE AN ADDmONAL COAT OF ASPHALT SURFACE COURSE ARE TO BE CLEANED TO AU.CNt A PROPER BOND BETWEEN NEW AND EXISTlNG PAVEMENT. AU. LOOSE DEBRIS AND OBSTRUCTIONS ARE TO BE REMOVED TREAT AU. VEGETATION EXPOSED WITHIN THE PAVEMENT AREA WITH A HERBICIDE TO REMOVE EXISTlNG VEGETATION PRIOR TO CRACK SEALING OPERATION MACHINE ROUTE AU. CRACKS. PRIOR TO PlACING SEALANT. A MINIMUM OF 3/8- IN WIDTH AND ,,- IN DEPTH. ClEAN CRACKS WITH HOT COMPRESSED AIR FOLLOWING THE ROUTING PROCEDURE. FlLL ClEAN. DRY CRACKS WITH CRAFCO PARKING LOT SEALANT. OR EQUIVALENT. CRACKS ARE TO BE SUGHTlY OVERFlUED AND THEN LEVELID WITH A SQUEEGEE OR SEALING SHCNt IN A NARROW BAND (2- TO 4 j ACROSS THE CRACK WITH AN OVERlAP BEYOND THE CRACK EDGES UNIFORMLY PLACE A TACK COAT OF SLCNt SETTING EMULSION ON THE PAVED AREA AT A RATE OF .10 TO .15 GAI..lONS PER SQUARE YARD PLACE A ONE INCH (1j lYPE S-1 ASPHALT SURFACE COURSE COMPACTED OVER EXISTlNG PAVEMENT. TAPER ASPHALT OVERLAY AT THE CURB ac GUTTER TO BE FLUSH WITH THE GUTTER EDGE. OVERLAY IS TO EXTEND TO THE CONSTRUCTION UMITS AND PROVIDE A SMOOTH. lEVEL AND STRAIGHT TRANSmoN UNE FROM EXISTlNG PAVEMENT OUTSIDE OF THE CONSTRUCTION UMITS TO THE NEW SURFACE A 30 MIL APPUCATION OF ACRYlIC LATEX TRAFFIC MARKING PAINT IS TO BE USED FOR THE PAVEMENT MARKINGS. TRAFFIC MARKING PAINT TO BE PLACED ON A ClEAN. DRY SURFACE. DUST. DIRT AND DEBRIS IS TO BE REMOVED FROM THE NEW ASPHALT SURFACE PRIOR TO PLACING TRAFFIC MARKING PAINT. PROPOSED STORM STRUCTURE TABLE FRAME AND SOLID LID; NEENAH R-1974-A OR APPROVED EQUAL; WITH 6" DIA, CLEAR OPENING I) 6" TOP OF BERM~ l ~ I -j r--= ~CONCRETE COLLAR ....~ 6" x 45' ELBOW 2'-0" ~COURSE GRAVEL TO MEET FOOT SPEC #901-2 / DO NOT SOD OVER UNDERDRAIN \ SOD l ggL~S~TE~:Eo~IMsE1Jg~iJNES / I SOD ____ \I L---- --- / \, \ -.- ~ \\i_ ~ ~ ~ \\L \\j_ ~ C BOT. OF POND ~ -;;<~ ;<.~~ 'V" ,,^ " ,<.' EL.=5.50 / '/ /P<<v ///' / " ">>> <,,~, ON ~'<< ((< ~ D ~ MIRAFI FABRIC A: '- " ~ WRAP --/' 'V WRAP BOTTOM AND SIDES WITH 30 MIL LPERFORA TED POL'rETH'tLENE PIPE W/ SOCK OR APPROVED EQUAL INV. EL=3.00 STR. NO. M BOT. OF POND EL.=5.50 PIPB SIZE PIPB LENGTH PIPE SLOPB KLBVATIONS DESCRIPTION GRATE EL. = 5.50 INV EL. = 4.30 GRATE EL. = 6.00 INV EL. = 2.95 10" PPVC 2.5% 52:i: LF 2x2 YARD DRAIN ST-1 1O 6" PPVC 5:i: LF 1.00% ST-2 2x2 YARD DRAIN = 6.30 = 2.00 eN) = 2.75 (NW) RIM EL. INV. EL. INV. EL. 12:i: LF 1.67% STANDARD 6" PVC WYE 6" PVC ST-3 EXISTING STORM MANHOLE ~ ~ r:[o ~ '00000 000 -r %0 f#o~ ~J PLUG 1--.--/ L. UNDERDRA~ CLEANOUT N,T.S, , , , , , , , ~ N I 8 N I, 'I It? r87 t9.70 t939 ~t' I I , I I ~ I " l' I ~ BV6 I I I I I I I I, I I I I I' I I I I II' i; I ' , 'w ',...--.,.. , " , I ~ ~ I I' I I II::, I ~~~D LB 3889 .'" ~ I 'I ,L{) , i ~t ~~ ': I'~ ~~~ 805 +7.89 ~ ' : L{) II , , 0 I I, V'c:; I I I I I I : : I::: III +,,, """-~, I II I , 1 I II II,' II, , I' , ., 'I I II ,I I' I' ct:,' , I I',' i ~I. : -tll20 -fl02 ______ ,1/ , , , wool I i I' I' .$-.Q - ----.!.-J~ I I "+ t I ~ I n~ +'" I Ii': ''': :~I II \'" KU""- I r , , x;'~ I '-" I I +B 94 I J... \ ~ , ,/ , ~ I ~ , I I ~~I T ":Il Ill.. ~ " f!+817~_~, .~ '-l< ,60 : lor : : : : ~: )~^ <. ~~,+.,~, ~f--' '" I !! i!: i 0> i ~I: !;: :1 il ~:I'~ ~~ - rt~~~i~ I 51 5' 'I I \ lb..... .J ~ " Z~,' I ~\ II \ 0 ., , <I' ',"""T 8, 81 , , ~ \ \\ ~CF ~ " . ~ ~: ~~~. i'- : : ,!:~ I: .- ~~ ~ ..:JJ 111111111111 ~.' I I' ,'I';) '>- i : w'l ~xl\ I i~ p ~ + '-"i.. / I :/. g~K , I 0 I.., 'II, I ~ ~ ~~~. ._lIrrt "~,, ',1!!! I I " ~ ~ 7~~~6.,' .i...', , '&\ I I~ I J 'l">:~~~ ~ I I~'oo I' <(,' I 1 <(I I~ ) + 8,'53 I ! ~f : ~ I I - t ; I ii : II~, n 17,1... " , I I' : I, \ I I~ ,'!I,'. U +00, f~ I II ,I I I 12:<( - , , , I i I \ I I I I ~ +8,22 -n, .0 I nt , I I I (!)) 1 I I I r. '~ ~ r :;i ; -i : ~t: :1 t iil+:'" , 1 I I I 'I 'I Iz i1 ,~, n "- ' "--. I 1/ I , '~' r.s. J... II . U ~ , I " , I ,+ 30 I J ?l' / ,I II ... ~ I I I' I - ---" ~ 1~ ' ,1~lg , .: ; I 1.,,/ ,I " I; .( ,~ j"'.1 I I ~ 745 --.],45 -+,47 l + t " I I . 742 +.,.,,- + 746 ',~ : ~: : oi, ;~I :, I ~" l~f + f ~ 934 \ I I . I ?/J J~...~,.. \ ~ I I" ., I'~ ~~ ~ .~ \ : ::> I , I \" I "~ ','~~ ~~~/ffA ,62 'h1 YA Iii I ""," I ~ ~~~ d~762 +749 +74, tJ %'~~ , 7,56 I' ), ;tIT7 = 58 - ~ , I I ------- 7.28.47 756~81\1.+763 I " ~ , 7,52 ~,53 7.36 7 38 I , I I' P,O,B, , , . FIR 1/2" , I I , LB 2610 I 'II I ,17.39 i i 'I I, I : : " I I i i I: I I , 'I I : ~: I : I! ! ' I +612 , , I . INSTALL ADS 2'x2' NYLOPLAST SAWCUT EXISTING CURBING AND CONNECT NEW TYPE -0- CURBING. MATCH EXISTING ELEVA TIONS. INSTALL SILT FENCE FOR EROSION CONTROL SEE DETAIL ON SHEET C6 FOR MORE DETAIL 7,88 , -+ +7.47 f24 77 f ;/ f ;/ J ;I ,..'24"/ ;I "C' / 7 ~1j /,~ '0 +7.84 6,21 + I .-- EXISTING ASPHALT TO BE OVERLA YED WITH 1- OF S-1 ASPHALT. _ ,7,50 -- PROPOSED POND TOP EL- 6.5 BOTOM EL= 5.5 L SIDE SLOPES- 4: 1 I 709 ~ 4'- 6 1";;891 ~~.:\, ~, U.24' . / .n. ,. , 1 ~FN; LB 38891NSTALL 5'% OF 6- ADS ~,19 -7r;\;-~ -~ "21-'; '. /. UNDERDRAIN PIPE WITH CLEA.NOUT '- - 'I . .0. '-1 ~ INSTALL ADS 2'x2' NYLOPLAST ,P · ., I.E.-3.00 V ~ ST-1 I ST-2 7<3 1 + 4~ - ~ t. - INSTALL 17'% OF 6- PVC PIPE 698 70' .. 5 \ f).If) 6,6~-:, A T ELEVATION 2.75. - -t rI "'--" 0' '1 J" ~ '0. _.1i "<J . +6.40 , ~fi.~ ~4_ 6". ~ 6~..IJI' ~ ~ __ ~T-~ ~ "~ ~ 6 I .~ .' ~ ~ 67~ J, ~ +711 ~" ,~ 9 ~~ / ~~ 1). ~ W~~l~~,r&.~ ~ ~L ~ ~ ~ EXISTING STORM WATER ~ . I: ' /' PIPE (TYPICAL) ~ 14 +648 INSTALL 65 LF- 8- PVC ". ~LI 0 1.26~ SLOPE /~;~ ~~~ ~~ If. f'/// ~ /!I~~ 6~ i~Y: ' 65lt- ~ "i~~ ~0 67s+- 6,7:T -It,62 I 0' 20 ~ I SCALE: 1" = 20' CONTRACTOR TO PLACE ASPHALT OVERLAY IN THIS AREA IN A MANNER THAT CREATES POSITIVE DRAINAGE. CURRENTLY THIS AREAS PONDS/HOLDS WATER. 40 I _. _7.79 " .7,82 ~ '~r~ +783 ,/~~,0 /~A '" 781+' % L.P, ~ 78' , ; ~ ? ~ ~'~ ,~ ----- ----- , "'~64 rely 713 INSTALL SILT FENCE FOR EROSION CONlROL SEE DETAIL ON SHEET C6 FOR MORE DETAIL ------- ~ ~, ~ ~ INSTALL 22'% OF NEW 6- TYPE -0- CURB ~ -tl87 U LU ~r -41 /';;' 59. ~ ",JJ +750 866. q ~~ ::::D ~ .8.54 !po ~. ~ 5r1 ~7 ~ 4~, (~ ~ ~ ~!) 9.34 -, = ~' 'i>i ~ X ~,88 7,00+- ;")<11I T >IY 6,90 Jl "" ,12 .>"'~..... . '(I. 1'ili ""O~ i'.' ,13U =' i, "- . " i ,1\9~ ,..: - 6,90 # 25 ~ 77 +'l81 +9Q 27~ ,)'i,7lll ~ 730 691lf: 6,89 ;}" .\ ~ 7,23 ~~'~ ~; .- " '",", ~d 7.70 OC ~" "Zr' ~7.20 01-' !,'"+ ?t , ~ 1t~'106 ~'- 7i4 / ~ C.0.+690 I.E.=5. +7;; INSTALL 11'% OF NEW 6- TYPE -0- CURB AREA OF NEW ASPHALT CONSTRUCTION NEW PAVEMENT TO BE CONSTRUCTED PER GEOTECHNICAL REPORT BY NODARSE AND ASSOCI A TES. INC. DATED APRIL 28. 2004. SEE PAVEMENT SECTION ON SHEET C6. STARBUCKS 1509 S.F. F.F.E.- 9.44 LOCA 11 ON OF T.B.M. (FCM FOOT BM 15-88-A90 ELEV.= 8.01 RESTAURANT 1370 S.F. F.F.E.- 9.44 CONNECT PROPOSED SIDEWALK TO EXISTING SIDEWALK AT ELEVA 110NS SHOWN. '<I . ' ---,. ,~-44_<I ~ ~J3 , ~ 4' , --:.........:.. '-- STEPS RESTAURANT 1320 S.F. F.F.E.=- 9.44 / SAWCUT EXISTING CURBING AND CONNECT NEW TYPE -0- CURBING. MATCH EXISTING ELEVATIONS. + 7 86 + 7,84 APPROXIMATE LOCATION OF AREA OF ASPALT TO BE REMAOVED AND REPLACE WITH 6- STABIUZED BASE 6- SUBBASE AND 1.5- S-1 ASPHALT ..MQ.. ~TOC 'V+~ ('Q' 0 ~ CONNECT PROPOSED 6- ADS PIPE TO BUILDING DOWNSPOU~ EXISTING ASPHALT TO BE- PIPE AT ELEVA110N 6.00 (3 OVERLAYED WITH 1- LOCA110NS) S-1 ASPHAL~ 7,29 + 7,2 70}-. ~ ~.. \7.03 6,74- - ~ LP \ ' [L '0/~'7~.0 7 09" \ ~ ~ ~ \\ \ \\ (~'~~V-SAWCUT EXISTING CURBING \\ \ 6 ~ 't.:- ~ ~\l AND CONNECT NEW TYPE -0- 7.40 = _ f?\:.- - - = 71 = ~ _~' . ~96 = = = ';1 = _ ',~ ~ ~ ~~~l~~N~~TCH EXISTING ., .~Y" "~ig;9;48.W'21Q2~..~"f..<<1~ ..a . ~~ nT."" "~~'--""~""""'~~' FN&D LB 3889 = = = = = ~4= = =0,5' ~..LJRUTYPICAL)= = = = = = = ,A 9:81 = = E/P = = = = = = 6,52 +6,54 ",G ~"?: +661 I I CONlRACTOR TO TAPER NEW ASPHALT OVERLAY DOWN TO EXIS11NG ASPHALT AT PROPERTY UNE OF ALL INGRESS/EGRESS LOCATIONS. +6,59 8. ~ ~ ~ l lil ~ N I t9,19 \ \ \ \ \ \ \ \ \ \ \ ~9 1 \ \ \ \ " \ 1\ \ \ \ (~~ ;t,~... ~ )~~ ~ I , I- 5 , Ia. g I I;) 1 ;., /""/00 I N I~~ r~ , 73rT --rrr + 6.42 , , , 7.24 SAWCUT EXISTING CURBING +6 91 CONTRACTOR TO PLACE ASPHA 6,64 :t:6.J7 +636 AND CONNECT NEW TYPE -0- OVERLAY IN THIS AREA IN A INSTALL SILT FENCE FOR CURBING. MATCH EXISTING MANNER THAT CREATES POSITIVE EROSION CONTROL SEE ELEVATIONS. DRAINAGE. CURRENTLY THIS AREAS DETAIL ON SHEET C6 FOR ;il=l1 = = = = = = = ~09 = = = E/P ~gl2PONDS/HOLDS WATER. 6,68 _ _ E/P ,MORE DET~IL f I I ~ y-=*""" - - = = = = = = = = = = ~ = = = 6~ 716~ )f690 681J{ ~"'=f= = = = = = = = ~... = = = = = ..jI ~ r.s.... 7.11 7,00 =f688 ~69 = = = = = = = = = = = = ~ - - - - =. , , 'b zS- - - -6]1'" I 4~ E/P , 4\f 7.9t- - - -+',90 ~22: I 1Ilr'1.s, , 3ir.s. 78~ /.IF" +,86 J?25 r,,~- - - - - - #724 , I , I +719 , , +690 ~ '" ~ t ui gj ~ i ~ :J III a: ~ Ul I u: +6,69 +6,56 +6,21 +606 48 HR NOTICE GIVEN TO "SUNSHINE" PRIOR TO ANY CONSTRUCTION ACTIVITIES 1-800-432-4770 FILTER MEDIA COURSE GRAVEL TO MEET FOOT SPEC #901-2 DO NOT USE LIMESTONES, DOLOMITES, OR SANDSTONES NOTES: 1. FILTER MEDIA EFFECTIVE GRAIN SIZE DIA, 0.20-0.55 MM UNIFORMITY COEFFICIENT 1,5-4.0 WITH A PERMEABILITY RATE OF 14.75' PER DAY. 2. ENTIRE PERIPHERY TO BE WRAPPED WITH MIRAFI FABRIC NO. 140N OR APPROVED EQUAL 3. CONTRACTOR TO NOTIFY COUNTY INSPECTOR PRIOR TO THE CONSTRUCTION OF THE UNDER DRAIN SYSTEM. 4. CONTRACTOR TO PROVIDE THE INSPECTOR A SAMPLE OF THE PROPOSED LINER PRIOR TO INSTALLATION. POND UNDERDRAIN DETAIL N,T,S. LEGEND ------- PROPERTY BOUNDARY - - - - - EXISTING EASEMENT - . . - . . - . . - EXISTING EASEMENT = = = = = = = = = = EXISTING SITE FEATURES - - - - - EXISTING STORM PIPING - - - - - EXISTING SANITARY SEWER PIPING PROPOSED 6" CURB & EXISTING STORM INLET @ @ EXISTING STORM MANHOLE EXISTING SANITARY SEWER MANHOLE EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED DRAINAGE FLOW DIRECTION x34,5 34.00 e- -- ,', L-. --.J PROPOSED TREE BARRICADE EDGE OF PAVEMENT TOP OF CURB TOP OF SIDEWALK HIGH POINT IN GRADE EOP TOC TOSW HP CITY OF ST. PETERSBURG UTILITY NOTES. 1.) THE CONTRACTOR SHALL CONTACT THE PUBUC UTIunES DEPARTMENT AT (727) 893-7281 TO SCHEDULE A CRY FlElD REPRESENTATIVE T BE ON SITE DURING THE CONSTRUCTION WORK WITHIN THE CRY OF ST. PETERSBURG'S EASEMENT('S). 2.) NO HEAVY EQUIPMENT WILL BE ALLOWED TO TRAVEL ACROSS / OVER THE cl1Y"s TRANSMISSION MAIN WITHOUT PROVIDING PROPER PROTECT1ON TO THE TRANSMISSION MAIN VIA SPECIAL EMBANKMENT COVERAGE, ETC.... THAT IS ACCEPTABLE TO THE CRY. THE CONTRACTOR IS REQUIRED TO PROVIDE THE DEPARTMENT OF PUBUC UTIunES AN AS-BUILT OF THE PIPE PROTECTION SYSTat PRIOR TO USE; AND HE / SHE IS REQUIRED TO MAINTAIN IT AS PER THE AS-BUILT DETAIL FOR THE DURATION OF THE PROJECT OR AS NECESSITATED. 3.) NO HEAVY EQUIPMENT WILL BE AU.OWEO TO TRAVEL BACK AND FORTH ALONG THE EASEMENT AREAS. WITHOUT PROVIDING ADEQUATE PROTECOON TO THE TRANSMISSION MAIN VIA APPROVED EMBANKMENT. GROUND STABIUZATION FABRIC. ETC.... VIOLATION OF THE CRITERIA SET FORTH UNDER THIS PERMIT WILL BE GROUNDS FOR THE CRY OF ST. PETERSBURG TO REVOKE THIS PERMIT IN rrS ENTlRETY. 4.) ALL EARTH WORK INCWDING THE REMOVAl., REPLACEMENT AND COMPACTION. OF SUITABLE SOIL IMMEDIATElY ADJACENT TO THE EXISTlNG WATER TRANSMISSION MAIN SHALL BE BY HAND. r (('-~ Z uJ cr . !: I ~ ~ ~ >w~ CO wu't: o>~ I .ecru w , l- C)~O ]) ~ ~ >- lJ ~ G -~ 0- '-~ ~-.:J o I " >~ II) PJ!P\ MARK ~SULLlVAN. P.E.' - . PROFESSIONAL ENGINEER NO. 41227' .--- ::.::::.::::.::::.:: CD CD CD CD IIII ::.:: (D I "- CD -, ::'::000 f- ~~~~ - "<t o (/) o f- N Zo:: ~~ 00 (/) ~ <( (/)!zO~ w f-WUO:: ~ ~~[J~ ~O~U W OU~lL. f- Uf-OO ~ f-~cId>- -Z:J f- I' !:!U~<:3 o <30::<:30:: r<') W W "<t [J a.. [J a.. 01 a.. 0 a.. 0 w w "<t O(/)O(/) o '(n5- 5 w >w~w 0::0::0::0:: o VVV Z ~!( !(I!( . v 0" 0:: g;!( ~I" a.. \0 00 00 0 ).: (D o w ~ u w ::r: u >- 00 o w III :> w Il:: (/) Z o (/) > w a:: W f- <t: o I ' f- et:1 LL () :=J Oz-'O ;::WOZ f- ()-<(>- .CD~O Z ZzZf-OUJ -F W -<(Oet:zwOs.<( L Z (fjw<(()f- N :=J '2UJ~g:;Cl>f-8fr' U UJ<(LLet:Zet:OUJO o w ,Oo...-wZ:=JI o OZet: et:UJ f- ooo...wt:J-,tJ'lgs:=J LL Z~LL~;::<(O <( o <(wo Cl~zoZ w UJIf-tJ'lt5w<(t:3~uj [/) <(oz ' :;S;~:=Jf- ' :=J wwww<(zujofr'w W Of-:;S;()OO 'OS.W 0:: -<(:=J>fr'~wet: u.: wO::et:et:o>wo...w ~22t;;~~t5~~~~ d ~~ ~UJ ~U ~~ d~ Z!i ~~ <0 Q~ ~~ S~ ~ ~IIIIIIII\''''!IIII ,~ = L1l L1l '<t 0 o OJ CD I LDo 0 n CXJ ~~ CXJ .q- Q)nn Z~lO~ Qcn~8 f- ;:s x -'000 25g~LL I Cr' 0 f- -- lO :=J Q) LL 0 <t C)) _~ LLOOOJ OQ)D-I woEo f- 0 CXJ <tOJf--CXJ u~ G::L1l ~ f=.-<:t n 0:: ~ W CXJ U '--./ Q) f-- I- :z w :=E . ~ ~ ~ U::U~ ~ >~CQ ~ ~~~~< :::!~~~~ C~Z~O ~~~t:~ a:oo~~ .. O)Q .00< .....::t~ ~ · 0 ~ >- 0 < =- ~ ~ :c V) . en . :::) ~ Z - Q CC a: ~ ~ ~ Z - > CC a. C5 ,..... n I 0. I ~,! f\ I I I t-' 1_, ,..-\ \..) I \ I, ,_' i i \ ! \ L z CC ...I a. W ~ CC Z - CC a: Q Q Z CC :>.: (D o w ~ U w J: u >- CD o w (f) > w n:: ~~~ en en en III v/ "'-v___ ~t- ~~, >>>') ',....' , ,.","", ",...., ..... ...'~'Y..:., <<// "'" """'" ,,', J0< >~'<;" '..,.. ..... '..,'," ,.. ...'. ,,', '....,'~..:., <<// """" """"" "J/ ~...........i~ :<~ ' , "'" """"" ~ ~.."'.."."'........"..'..............~ %"0"" ,', "," O~',',', >>/; :<'-\<< ' " , " ~~ ;-->,>/r////~ ,j/////ffi~ v~ << '//////// ",-V":" ~<<<<<<<<<<<<<<<<< /A/A/A/A/A/A/A/A/Ar // I 12" I PIPE I 12" DIA. ~ ~ CD I '--- >- <l: ~OO o ~~~ >'i$-;' ..'....,.... ... ",.. ,"",... ,.., '.'.'.., 0/ /~~ "" ,," ," "V/ 'A....". "" "" """ "'-".... ~>/' ,', ,',',',', " " ' ,',',", " ',',," >~ >....~...,',..'..'..'.....'".."........,"',' '.~..:., //Y/ ,""" ""'" ,'" ,// 'f....~ "..'.'. .".'.". ,.,,'.~ %0 ""'" '" , , , ' , , " , >>/; :<~.....,'..',.. ,'.,.. ',',,", ,,".','~~ %"0,' ',' ,',',',',',' ',', ',',"",'" >>% ~'<!' ' , , , , , , " , , " , , ~ /,......../""""0"""" ','-./"- %~ "'" ~"" ""~ ~~"",',',', ',',',',', , , '~ ~)0~ ~ V'0..y ./,,,.....,. ",-"''':'' ~~~~~~~~~ I 12" I PIPE I 12" I DIA, SUITABLE BACKFILL COMPACTED IN 12-INCH LIFTS TO 95% OF THE MAXIMUM MODIFIED PROCTOR DENSITY SUITABLE BACKFILL COMPACTED IN 12-INCH LIFTS TO 95% OF THE MAXIMUM MODIFIED PROCTOR DENSITY - "<t o (I) o l- N Z W lX) (I) ~ I-~ W (l)ZO Z I-WU Z~o:: ~ ~~W ~OZ w OU~ I- UI-O ~ I-Q~ I---Z:J>- I'-- ~UI- o do::u to 0:: ~ 0:: "<t w w o a.. 0 a.. I w "<t 0(1)0 o "(n5'V> w >w> 0::0::0:: o -.t -.t Z ~~I~ . -.t 0 g: ~ ~I~ IDlOlO SUITABLE BACKFILL COMPACTED IN 6-INCH LIFTS TO 95% OF THE MAXIMUM MODIFIED PROCTOR DENSITY COMPACTION BY HAND IN LAYERS OF 6 INCHES, LIGHTLY CONSOLIDATED TO CENTERLINE PRINCIPLE POST POSITION (CANTED 20' TOWARD FLOW) 20' ~ D POST (OPTIONS 2"X4" OPTIONAL POST OR 2.5" MIN, DIA. WOOD; POSITION (VERTICAL) STEEL 1.33 LBS.jFT. MIN.) ........- STAKED SILT FENCE ,..- F.D.O. T. TYPE nr INDEX NO. 102 8" COMPACTION BY HAND IN LAYERS OF 6 INCHES, LIGHTLY CONSOLIDATED TO CENTERLINE 8' MAX. I" - FILTER FABRIC (IN CONFORMANCE WITH SEC.985 FOOT SPEC.) ~I - 6" 2" (f) Z o (f) > W 0:: ASPHAL T 2' . ~ \ , ,~ ~ ~ ~ ~ ~~'\ fA..... // r )'''//~:rz , <,....y "<<. 001- TOE OF PROPOSED GRADE r-- l.O I FILTER FABRIC 1 - ~ <l w n::: o :::E n::: o 00 __~~~ ,_ _~-___n~~___~___ __ ___~ ~ \l~:'ST'NG GRADE ~ - lX) ~ . I LO %~ &~CBASE I 6" / [EXISTING GRADE /~- ~~l"'\.~- / "-/A Y}'."'7),-;,- NON-PAVED AREAS. .. SILT FLOW PAVED AREAS . ~ <l ------ t') N~ 10 "":p -'---- W f- <l: o NOTES: 1. SUITABLE BACKFILL SHALL BE DEFINED AS MATERIAL FREE 2. PIPE SHALL BE SET ON MATERIAL AS SPECIFIED BY GEOTECHNICAL FROM CINDERS, ASHES, REFUSE, ORGANIC MAHER, BOULDERS, ENGINEER. ROCK OR STONES, OR OTHER MATERIAL THAT IN THE OPINION OF THE GEOTECHNCAL ENGINEER IS UNSUITABLE. STABILIZED \ SUBGRAD~~ I ' f- a-: I LL U ::::J oz-'o ZwOz f- U-<1:>-- -rnIo Z ZZZf-oui' I:::f= W -<1:gCl"Zwo~<1: :::> Z If)W<1:uf- N =.J l2lf)tS~CJ>f-8Q' U If)<1:LLa-:za-:Olf)O a W _OCL-WZ::::JI o OZa-: 5lf)lf) f- LL 08CL~W-'-gs~ a Za-:LLf-~~O <1:wo CJzzoz w If)II-~~w<1:t3~vi (f) <1:oz _ 2~::::Jf- ' =.J WwwW<1:ZvioQ'w w 9f-2~90 ,o~w 0:::: <1:::::J>a-:~wa-: u.: wCl"a-:a-:O>WCLW ~~tnbJ~~~~~i:5 , SILT FENCE DETAIL TYPE 'D' CURB N.T.S. N.T.S. TRENCH BACKFILL DETAIL N.T.S. o ~~ ~~ ~~ ~~ O~ Zz ~~ --<~ Q~ ~~ O~ ~~ ~ I~IIIIIIIIII""IIII ~ -- LD LD ~ 0 o m OCJ I LOa 0 (IJr<J co w~ co .q- ())r<Jn z~lO~ glf)~~ I- ;:s X -uoo gs g~LL I 0:::: 0 f- -1O ::::J ()) LL a <t 2' _~ LLoom a ()) 0. I woEo I- 0 co <tml--CO u~ G::LD ------- f="i' r<J 0:::: ~ W co u '-' 1 '-0" ~ ! \ STANDARD PRE-PAINTED DISABLED PARKING SIGN ON 1/8" THICK SHEET ALUMINUM . t' ~1 i<O, I - I ,',1,:, I; t 6, 1<0, i , 1 , WHITE BORDER & SYMBOL BLUE BACKGROUND BLACK BORDER & LETTERS WHITE BACKGROUND ,," [, I ,; ,. ~ ~ . cp ~ I I I ~ I I 3 C? 2 BLACK BORDER & LETTERS WHITE BACKGROUND /////1/////y////v////// . '" ~ ~ ~ ~ ~ ~ ~ ~~~~~~~~~~~~~~~~ t" ,.!:I "I,'" :,; m 1'0 I If) <1 . . 4 . . , <1 .4 <1 CONCRETE TO BE SCORED BY EDGING TOOL TO VARIES SIMULATE CURBIN~=-", ~3000 P.S.1. -I 1/2"R""""\. ~ CONCRETE I ~~~~~T"'7\. \'" "'<I'I .1:20 (MAX.) ~[ :~:lJ\u/;;>,~~~~~~~~~~~%%~ ., <1 A:\-, ~~~ COMPACT TO 95% I ~<<~ DENSITY PER MODIFIED 6" I. 6" / PROCTOR. <1 . A . A ~~~~~~~~~~~~~~~~~~~~~~'\: z --.J. ~ I (J) 0 <1 ALL LETTERS 1" SERIES "(" t'f\ 1-1/2" TYPE S-I ASPHALTIC CONCRETE WITH MODIFIED \V PROCTOR MIN. OF 93% OF THE MARSHALL MAX. DENSITY 6" L1MEROCK BASE MIN. OF 98% OF THE MAX. DRY @ DENSITY DETERMINED BY FM T-515 100 LBR DETERMINED BY FM T515 OR CRUSHED CONCRETE ry 12" STABILIZED SUBGRADE FOOT TYPE "B" COMPACTED \;;;V TO A MIN, OF 95% OF THE MAX. DRY DENSITY BY FM T -515 40 LBR DETERMINED BY FM T -515 o -. ()) I-- --t- .-- 2" HOT DIPPED GALVANIZED STANDARD WEIGHT STEEL PIPE I m 1'-3" I I ~' I -,;,..1 / II ' "'::"~:r . j : : '.' .,,' -) I ).- 5" MIN. PCC CONCRETE LIGHT DUTY (3000 psi) 12" FINE SANDS COMPACTED TO AT LEAST 95% OF THE MODIFIED PROCTOR MAX. DRY DENSITY. CD ,I '\" I \', :,': j,. ...... - '~--' 1 'I;' ," ;".', :.'" : .:r","' I, .' " :..:":" @ ;,'," : . :' " , 1 : I ...-- 8"X2' -6" CO~CRETE MASS, i,' V I: I FINISH TOP OF MASS LEVEL , : ' " N WITH A SLIGHT RAISED WASH I I ! I I' APPROXIMATE',Y 1/2" ABOVE I",: a; LEVEL OF TUP.F /SOD, l. "I: i..-- ~ I I : I ! I PAVEMENT DETAIL N.T.S. PAVEMENT SECTION PER SITE SPECIFIC DESIGN FROM THE APRIL 28, 2004 SOILS REPORT BY NODARSE & ASSOCIATES, INC. (PRO. NO. T04-G-086) NOTES: 1.) FORMED CONSTRUCTION JOINTS 5'-0" CENTERS. 2.) 1/2" EXPANSION JOINTS ON 50'-0" CENTERS. 3.) SIDEWALK TO BE SCORED (STRUCK JOINT) EVERY 5'. CONCRETE PAVEMENT DETAIL N.T.S. 'I. I I- z: w ~ . ~ ~ u:lu~ >~~ W~~tr)--< C~Q~Q :::!~~=tt:~ CC~ ~O t:i--<~~~ a:~~S~ (J) Q . rJJ. --< .....~~ ~ · 0 ~ >- 0 < =- ~ ~ %: tr) t I PAVEMENT SECTION PER SITE SPECIFIC DESIGN FROM THE DEC, 20, 2002 SOILS REPORT BY NODARSE & ASSOCIATES, INC, (PRO. NO. T02-G-257) m I -l , , TYPICAL INTEGRAL CURB/SIDEW ALK DETAIL N.T.S. TRAFFIC ARROW N,T.S. f 8" I I ~ o \0 ~ ~ HANDICAPPED SIGN DETAIL N.T.S. FRAME AND SOLID LID; NEENAH R-1974-A OR APPROVED EQUAL; WITH 6" DIA. CLEAR OPENING ~ ~" CLEA OUT " ID "-CONCRETE COLLAR RY. " R 1/ " ~,8 ~(URFACEOF SIDEWALK , "," ',.. ' S '. t2'~r .... JOINT FILLER ~ 4") T JOINT SEALER L SURFACE OF GUllER R}f) ~' 6" 2' 1/ I- ~ t R-Ys" ( ;- ROUND CONCRETE TOP I OF PIPE SMOOTH ...---: 6" \... TRANSVERSE EXPANSION JOINT 12" 12" , , '-.', ' ' ) )2 "-H- ~ JOINT FILLER -I- ,\ R3" ,I 6" FRAME AND SOLID LID; NEENAH R-1974-A OR APPROVED EQUAL; WITH 6" DIA. CLEAR OPENING J I. 2'-6" . en . :::) VARIES 6" DIA. GALVANIZED SCHEDULE 40 STEEL PIPE FILLED WITH CONCRETE 6" GRADE ~ ~ l . \(6" X 6" X 1.4 X 1.4 W.W.F. (~BERMESH MAY BE ACCEPTABLE PER 4" ~ 1: 20 MAX. "-........r_ v v " -~<(~ 6 ,6 ~. '" .6~ 6. 6 ~. ~~ '~0~~~~~~~~~~~~ ~ COMPACT TO 95% DENSITY 3000 PSI CONCRETE PER MODIFIED PROCTOR AT 28 DAYS TRANSVERSE EXPANSION JOINT IN CURB AND GUTTER NTS 2'-6" CURB AND GUTTER NTS OWNER) r 1/2" R. I (TYP.) " ID - (;:) .1 'to = en ..J - CC t- W C Z o - t- O :) a: t- en Z o o CONCRETE COLLAR 6"PVC - FIN. GRADE7 -J GENERAL NOTES PAINT OSHA YELLOW .-- 6" x 45' ELBOW STANDARD WYE ~ SEE PLANS FOR(,\ SIZE AND TYPE ~ . III - I III ......... 1. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS EXCEPT THAT A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SA TISF ACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS. 2. JOINT SPACING MAYBE ALTERED IF REQUIRED BY THE ENGINEER 1 I' 1 ~ 1 I ITIIIIIIIIIIIT~ · ~: :. A 1111111111/11111, ~III III T~ i i III' III III ~IIIIIIIIIII~[ ~. : : 4. 111"1111"1111 IlImlIlIT~ .: :~ rllllllllllllll =IIT~ I I · I III . I II ~ - ~ ~ III CO d /. 4'. ~ - T 7 ENCASE IN .-/ CONCRETE (TYPICAL) DIRECTION OF FLOW - III - III L ~" X 1" DEEP GROOVED OR SAWN JOINT TO BE FILLED WITH JOINT SEALER ,SURFACE OF PAVEMENT ~~\ '~y." .1'J" 8 ' R~" ' , e .-; .1 ,,\ 1 I I II PLAIN BUTT JOINT I! - ] n . CO .' t\j ~OSED C & G 1. A GROOVE JOINT 1" DEEP WITH ~" RADII SHALL BE REQUIRED IN THE CONCRETE SIDEWALK AT 5 FT. INTERVALS. 2. A W EXPANSION JOINT WILL BE REQUIRED IN THE CONCRETE SIDEWALK AT 50 FT. INTERVALS. 3, A W EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID SURFACE 4. ALL CONCRETE TO BE FINISHED WITH CURING COMPOUND. PROVIDE BROOM FINISH AND TOOL FINISH EDGES TO ~" RADIUS. 5. CONCRETE SHALL BE 3000 PSI WITH 6X6 - W1.4XW1.4WWF (ASTM A-185) OR FIBEROUS REINFORCING AS MANUFACTURED BY FIBERMESH COMPANY OR EQUIVALENT, 3. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLA TES OR FORMED BY OTHER APPROVED METHODS . WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 W SHALL BE OBTAINED. 4. ALL CONSTRUCTION JOINTS SHALL BE FILLED WITH JOINT FILLER AND SEALER. 8. i ~ ~ l ~ cD N N ,"J 1 ( I 6" ST ANDARD CLEAN OUT DETAIL N.T.S. ~'.~ 'ERE GUARDPOST OCCURS ABOVE FOOTING, START PIPE @ TOP OF FOOTING I I I I I ! I I ~ II I I I 1 I 1 I I !: I I I I I II I I I: ! o , I: I I I I I: I I I! I I I I: I I II I I' I I I ! !'! I I I ! I I I I ! i I II! I I I I I I I' I I II 1 , I I 1 I I I I , I I "- ". ) --j z --'----;=.--- ,nl w 1] I~ ~ ~ 2'-0" ~ OIl ~ t ci I :.: o ~ ID II: ~ I f iL 5. EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS AND ADJACENT TO ALL RIGID OBJECTS. " ""- A.B.C. (AVG.DEPTH = 3 ~" OR D - 6 ~", WHICHEVER IS GREATER / 1M 6. CONCRETE SHALL BE 3000 PSI. BOLLARD DETAIL ::-::::J co I L ~. ,J) t; c: I' n 0 \ ~: ~ _----.1 ~ ~.,' r r"l 'r-" := NTS :D I.M~~ MARK SULLIVAN, P. . PROFESS10NAl ENGINEER NO. 41227 TYPICAL SIDEWALK DETAIL N.T.S. LONGITUDINAL PLAIN BUTT JOINT NTS C6 ,t C,.. I'-~ ; \ I ( , ~'I ; (!~.\/! - "' VI\ii,Ji H_ ~ CD o w :.: u w I U ~ CD o w Vl :> w cr = - ~~~ mmm III ~ CD I "-... >- <l: o ~oo ~g:g: - ~ o o N a::: ~ 0Cl (/) <( (/)~~ w ~Wa::: z Z:::!: <( => W:::!: ~ -, :::!:OU :::!:U w 0 lL. ~ U~O ~ ~~>- -Z-I- I'--- !:!:!dQ o da:::a::: 1'0 a:::~~ ~ W o a..OO I ww ~ 0 (/) (/) o <n55 W >WW a::: a::: a::: o "<t"<t Z ~I~~ a::: m~.!:::: a.. C'!I'- 0 !D0Cl I I- 0' I LL () :=J OZ--,O ZwOZ I- ()-<t>- ~rnIo Z ZzZI-Ovi i::::f= w -<tOO'Zw03:<t 2 Z (fjw<t()1- N => S2(/)~~0>1-86:' u (/)<tLLO'z0'9(/)o o w 'Oo..6:'~Z:=JI o OZO' W I- o8o..~w--,<:O:s~ LL ZO'LLI-:<:;<tO o <twO 0~zOZ w (/)II-<:Or5w<tt3~ui VJ <toz . ~~:=JI- ' => wwww<tZuio6:'w w OI-~S:JoO '03:w 0:: ~ <t :=J > 6:' ~ L,-! 0' ~ wO'O'O'O>wo..w ~6:tn~c:r5~~~t's j I. '1 CONCRETE MASONRY WALL CONSlRUcnON MatIrtaI.. oon8tructlon and quantity oontrol of rnaeonry IhaII be In GOOOl dance with Uniform Buldlng Code (UBC). a.apt. 24. 0.,.,. ooncltJon. and oon8tructlon rwquhm~b ..all be appIIecI oe epecIfIecIln U8C, SectIon 2404 (1), during grouted rnaeonry wen. 1. All rWIforc1ng NIl ..all be .rO""" bare oonformln9 to ASTM A-II1D. QrocIe 80. v.iIoal rWI~t ..all be p1aoec1 In the cent. of the maeonry cell. and ..all be held In poeItlon at the top and bottom. 2. If a 11Gb dowel cIoee not llne-up with a vwtloal ocn. It IhaI nat be eloped men than on. horizontal In . wrtIoaI. (1:11). 3. Hartzontal Well ""'forcem~t ..all be 8tandard tru. tp DUR-o-WALL (or equtval~t) at 111. o.c.. 4. Hollow I..oad-becrlng Concrete Maeonry Unite 8haII be normal wIciIt oonformln9 to ASTM C-eo. with a minim.... compreeeiw *-gth ol1,IOO PSI. 5. Mortar ..all be tp M or S. In GOOOl dance with ASTM C-270. Place all maeonry In Nnn:'\..~ with 3/Pf' mortor jDlnta. ProvIde complete cowrage face .... rnortcr g. hortzantal and wrtIcaI. II. eoar. grout ..all oonform to ASTM C-478, with a maxim.... aggrevate .. of 3/rf', ~ to 10" lIump, and a minim.... compl"'\118 *-gth of 2.l5OO PSI at 28 da)& 7. MInim.... Y' X Y' clean-out hoIee (eaw-clUt) en rwqulrecl at the bottom oou,. of all cell. to \II8rffy grout p1aoem~t. Oean-oub IhaI be eeaIed aft.. maeonry lnepectlon-prcMded In GOOOl dance with Aa D31-4.II, and before grouting. a. Prior to grouting: the grout IpCIC8 ..all be clean, with no mortar projection. ~ the "-, rnortcr dropplnae or oth.. foreign matIrtaI. All ollie IhaI be In vwtloal aI1gnm~t, ond ..all" eoIIcIy be tiled with 00CJr-. grout oe epecIfIecI. t. During placing. grout IhaI be ooneoltclated with ~ cable *'Gtor. FIrwt grout pour ..all be etopped a minim.... of 1 - 1!r below the top of the mfdcl. bond beam maeonry. t:!QIES; 1.) WAU.S a.) .... oonetruotlon: maximum II'-f/ high and oon8tructed of ooncnte bIacIc (~"lC1l1j. MatIrtaI. u88d .....d be oon.....t with thoee u88d In the oon8truotlon of and architectural .~. of the ~ bulclng. (SectIon 3-1102 MatertaIe) b.) ExIetInv: maximum II' -ff high replaoem~t rncrtriIIe oon be made of the earne matIrtaI. oe long oe they en made of appnMd opaque matlrtal. . 1 1 I. 1 I I. 1 1 . 1 1 I. 1 o I 1 I. 1 1 . _i I , I , -, , L o o ""e!1 ......, -- II III ,- , I ,- , . 1- o , I- I 12' -{'~, deo.rGnc. , Nn. - 00 . ~SwIng go.w !- .-/ (typ.> I' I (/) z o (/) > w a::: ,. ClIo.. Sw.l bollCU"'ds cone. nl~ (typ.> I ~ I o 1f/.:.e"L: - : ....: f-dd" ~I Sll ~ max: - J PlIny t~~- 1)0.. 00 o .4'-8- 2.) FOOllNGS rlC1l1- ooncrete ./2- 15 oon~U0U8 Nbcr ImbeddecL 3.) CONCRElE SLAB Monolithic, min. ~ th~ ./'mbedded 11-.-/ 10lC10 ..cIed wire fabrfo (W.W.F'.). 3000 P.SJ. with ... m..... rWIfarclng. 4.) CONCRElE FlUED CEUS WIth 1-15 ..tical Nbcr tied to footer NIl at each com.. and r#rJ 4' o.c. 5.) GAlES Conetructed of min. 1-1!r cllcmet.- galvanlnd tubulor NIl ./prtyaoy.-tp lIate In..-ted In valwnlnd .e11 rneIh fabrto. hinge-mounted on min. Y' dIamet.- valwnlnd NIl poet. (eatee and poet oonetruoted and 1n8taII.. per appI10abIe bulclng oocIe by IIoenMd fwtoe oontractor). 8.) DROP PIN 1!r clio. 1~ long metal rod gate latch. ProvIde 3/4- clio. hole II- Into ooncnt. for rode. In Cllphalt pnMcIe a 3/4- P.V.c. 11-. r long. or equal. 7.) SOl. Sol bearfng oapaoIty to be at Ieaet 2.l5OO P .S.F'. Tie beafll with 2-IS r.bar continuous " 1 . 1 o 1 . . 1 . 1 I I. 1 l6' cia. Ste.l bollards cone. rIll~ (typ~ It! I ~ ~I u~ li III d m \D~ 12' chtaranc. I'Iln. - swing gate (typ.> W ~ <( o - I ,- I . , c- O , - ': . , - , 0 10'-8.1 :- L~ -' - 481 Max ~ - J .. ~.. f ' I "-1-IS a1; 4' cent.... , r- s' o rdrop ~ pin (typ.) 00 Drop pin hol. J (typ.> , I-- , , . I I , , I-- I I l: : :~ PLAN tuS. ~ - s-J Grftri. I I 14- " .~, r 8-] 12' clearance I'IIn. r_de 11e beam with 2-15 Nbcr con~uou. 12' clnranc:. Nn. J 1_ . .. 00 12' dnranc:. Nn. Iii " :i I I, ,I ill . II ~ III ~ I [ ,,' ;,- swing go. te ~ (typ) p.s.l. c~w slab .Ith fiber l'Iesh r.lnforclng - l'IonoUthlc, I'IIn " thickness, 6.x'.1 10x10 W.WE'. 4' Min. Li '" , i I i! ~x 1'. concrete footing .1 2- IS mo.r (typ.> "-.1-15 at 4' cent. II' drop pin (typ.> d ~~ ~~ ~> ~~ d~ Z~ ~r.z.:l <~ Q~ ~~ Or.z.:l ~~ ~ ~IIIIIIIII"""IIIII ~ '- o L() L() '<t 0 o m 0Cl 1 LDo 0 rnrr) co w~ co -7 QJnn :z~tO~ QVJ~~ I- ;:5 X -'000 O::ouLL o 0'- I 0:: 0 I- -to =:J QJ LL 0 <t 0> ~ LLLom O~o..l w0Eo I- oCO <tOll-CO u~ G::LD r--.. f=-7 rr) 0:: ~ w co U '-.../ '- SwIng go.W (typ.> Gra.M PLAN tuS. I ~ - 'Z:~.. :: rftMLr (typ.) drop pin hole (typ.) ELEV A TION tuS. Gr-d.. . \ ~ '-- ~ eoncr.w slab with ,...,. I'IHh """'ordng - I'IIn ,. thIcIctwss, '.)(6./ 10xl0 ..VE. CITY OF' CLEARWATER. FLORIDA PUaJC WORKS ADMIMISTRATION ENGINEERING CITY OF CLEARWATER. FLORIDA PUaJC WORKS ADMIMISTRATION ENGINEERING CITY OF CLEARWATE~1. FLORIDA PUBUC WORKS ADMI..lSTRAnON ENGINEERING foothg ./ 2- IS continuous ELEVA TION tuS. .- ..-- w- IlIIIll NO. 701 lara -c.- ClHIIICID IY D.M. ,.H. r.-i .. ClHIIICID IY D.M. ~- r.A. ClHIIICID IY D.M. --=' - r'YI'I ftCtlIDr' DOUBLE IlIIIll NO. 701 larl IlIIIll NO. 701 ,ara 4/1/'4 IMlI , .v. 4/1/'4 DA. ..... ...... .... ... 1 .v. 1 4/1/'4 .v. IMlI ..... ...... .... ... ..... ...... .... ... SiNal[ NOTES -- --- .............. QJ I- I~J.IDJ r._ ---". " , ...- _-...x__ ...- _ .... iia. _ ClIIIC, ... ClIIIC, ... - r-lPt".- " 1lW'RD" ~bv a I r~ j I ~ ....c1JIZ .. I- z: w :IE . ~ ~ u:lu~ >~co w~~ CO\Q ~~~ ~~~ 0) Q . ..,...~~ · 0 >- 0 =- ~ ::z:: lr) 9EIIERAL NOTES Dome PaHem Shall Be /n'Llne //'~ With Direction Of TrrNel f/ ) 0\ o \0 ('f") ('f") lr)< ~Q =*t:~ '0 ~~ ~~ ~< ~ ~ ~ s 2' EdlJe Of Detectable WatTling .,,---__1 [~'.. - ,,~ . ' ~ ---~---0 - ---€> - --0 o .....--.--..../ 2.35' r=1 i i : ,[ ( d> d> 1 0 T~ed~e o 0 U o///' I ~e De1ll1l) o o I, Public slriflllfOlk wrb rotrfJS IIhoIl be aJII8trucftld In the public r~hf of woy trf IocotlOM thf1t will pro~td' oonflf1UtJU6 unob6fruaftld pedwritJn ollWltJflon pt1fhli to pedes1rlDfl IIr_. elemenf.. rmd facrlHteIJ In the public rl(/hl of wcry and 10 acceMlble pedufrlan roufu on t1dJ_t sites. CUrud ftJtJlI/f1N wIth $I<H\IIalu 0I>d tllOn wlffrDU1 ..ldfWtJ/U /lr' Ie htN. aJrb ratf'P6 r:tJMfrIlctH at al/6freet Int~~lcM and at tvrn~ tl'tJt htNe aJrbed reW".... Pmllll aJrb returns shDfI .xt.nd 10 the limit ",NOrlbet! by Jnd.x No, 515 10 t:IOOOnIIOdafe curb ramtJl. Ra/rtJ6 I>>ft8tructed at /oct:1tIOfl/l wlthtx/f f1lriflwalks ehall heNe 11 Jandlng oofl6frucfed at the lop of ~ rrIIIf'. see Street 5. 2. The /ootttlon and orl.nfrltlon of curb IT!mp6 sht111 be lIS 6'-n In the pl_. J. Curb IVITJ1 nmnlng 1S10pe6 at un,.tralned Iflfell IShall not be mep",- fIIon I, II!. ond CftW Glope 8ha11 be 0.02 or f1f1ffer. Trrmslrllon GloptJ8 8frJfI /lOt be 8tee(J/Ir than I. 12. When tJlterl"" ex/81lng pedtH1frr/lll roo1IItl1l8 where exIstIng 8lfe de~"opment precludt18 t~ t1fXXNI'I1KXk1tTon of a ro"" 810pe of I , II!.. 0 runnr"" 810pe between I ,12 and I I 10 18 (J/Irmtfftd for tJ rlu of 6" /1/(/xl_ IInd 0 runnIng 810pe of lWfwe/IfJ I. 10 and I. 8 18 permfHfKI for 0 rlsfl of :J" I/IOxlrrIJlfl. Wh.rfl corpflrJOOll with Ih. requrr8f1l'ntlS for cr06ll SIO(J/I /XInflot be fully mflt, the mlnl_ flHl8lbl, ornss ..lope sht1/f bI prrNldfld. Ramp running SlOp. Is not r~/rfld to .1lC.td B' In IflIItJth. eJ/c.", tJf sft.. Wher. the pllNlS specify 0 rlreoler length. .,. If a ovrb romp 18 l<<x1ted wh~e pedtJ8frr_ mJ$f WIII~ aoross the rT1fI/P, then the WIIlk 8ho1l htNfl troll61f10n slop.... 10 thll rO"VJ/ Ihfl /mill_1ft slope of t"" trrllllfll10ns IIhoI/ bit I . 12. Romps wlllt curb retuf1lS may be used at foDtrtklns whe,.. oth.r Ilq'rrN_l1f8 prrwld. flUltkJnoe tlWf1Y from lhaf porilOll of curb perpflndrculor to thtJ &Idflwolk, rmprrNflTrlfJnfs for flUrdaooe on not re(fIJlred at curb ramps for linear pedufrran traffic. ... (NiIIlI) II tI'~ : I r-4' j .,~ .~ Q.~ t:' ,/1- Intflgrol DofMI --Y '\J r- nlJNCATED DOllE HANDICAPPED STALL DETAIL ~T---- i____ NOTE: AI pcMrMnt marIcInga to be tMrmcIpIc.ua. o o o o em OF~ PUaJC ~TION ~ ~ '11[, ,\1 [I II I _ tl/\r JIll 1 td ,', ] I l,'q I ... ,... 1...1 PLAN VIEW -. - -- All Srdewalk Curb Ramps Shall Have Detectable Warning Surfaces That Extend The Full WIdth Of The Ramp And In The Dlrecfion Of Travel 24 Inches (6/0 mm) From The Back Of Curb. CURB RAMP DETECTABLE WARNING .5. CUrb rutrrJ dlJfeofOblfl wamlng surfa0e8 slloll IIxtend tlte fuff widttl of tllfl ramp tJnd In 1M dlrectTon of irwel 24' from tile bar;k of curb, Defectoble waml"rl SlJrface$ sMII be coosfructed 4' texturing 0 tl'lJltO(J/lId doN paffflm In oonforlfltl/lCe 'Klfh U.S. Department of Justke A.D.A. Stondard8 For Acc'$5flJJe DfI8/gf1. A.O.A. ACCestllblf1'Y GlJld.fln... Section 4.29,2, (df/lol/ 8hoWn above leff J. Tronslf{on slapes ore 1101 10 htNe detectable warnlllQ8. ,~...., ...... J: f,1-'~ ~o\'f. ...., / .( f;;;..., , ...." s.,o ~ /, ~ O"'b,,'~<~ ~19 " ",o:'~ J/ U\,\\1i7~P; l'; " j!J}:/' ".,~ ,/ ',. f-".... ~.o'f- ..---.... ...., .... < "" "'- "" '-, '- "-.,.,~:: ':...'-~ ,,//'-"-...-... ~.... '.... .........,.,~....~ // "-"-...... .. ~" ' '" /" 1 .to"'" o~" /";" --...--..." , / ,~ /'/ /I':.~ .s:.s-~"'5?J~ ""'" "',,', .........., // ~... // " o.o;tJ'';::q ~ <::.." :..:r..fJ:.:""" / '11' '/,f 0<~. ~ ..:.:,:~~~"!::, /" /" ~rA"~h ">?,,, ~ ' '.~:::.:<;,::,~y ..." r, a "JI' "- '. .... ..~ '/ ;<'1t-," -1l J'I'...~ "~:;;"/'-'" ~. ~ ....,,/.~'o.,,~ o!) ~'" '.., ~~ ".. "": ~Glt<'~{,-,.. ....':::~ '. b"., /:"'~-''111 '.::--" ':'~ ".9,..,. P: s~ ":~'...."" .--:?' ,,~ ~~- -:: ", ~ ~~''''', - ~ -ft,,,,, ...., " --.....; '''', ", ,/ -....,'~ "'--J..'" ~~ ~ // ./ ......., '.....'" "~" SI'OA):I/~ / ,.- ,~" '....."':;:" -.........................-4' / ---..... '..~ --.;:!:,:Sl~:.:..~-/- -/"Y ~"I! ~ ' ~-;:;:;:'!Sji!;:-/ -;. '-"4." , ,-;' ............t;>. . ..::::,. / J',.,""iJ. '"G>\!o 0,-;,.., ''':<1.,,1'',,, <= '<%;~~ "~A. ....",,, ,I>A_ ',,-', q, ''I'' A... ;p..,~ "".~/. "'~:::--... ',- .. 't':' -,., "~ ' , ~~~ ".. <.'';1...... ~~~,,~ ........" /~ ....'.:::.::...., "'v , / -~" , .. '- 6. Unless olherwlse oa/led oot In lhe p/mll, /he ramp detectable warnlno surfaoe shall be colored In acmrdonoe wlfh Seot/on J51 of the Sfandord SpeolfllXlfrontJ. . en . ::) "-0" 7. Wher, 0 ourb ramp 1800118trutJfed within exi8l1ng curb, ourtJ 011II guNer ollll/or 81dtNfl11k, thtJ exrsting rub or curb ond lNffer 8hall be re_1Id to the nearH! Joint beyond the curb froMltlons or 10 the extent thai no rIHII01nlng notion of curb or a;rb IInd gutter Is 1tJ88 ffrJn 5' 10flfl. The ex/81lng $lrJe'IIKJ/~ 8ht11f be rfl/'l/O'(erJ 10 fhe nearwf Joint beyond the trTlll$/fIon slope or wol~ DrOUnd or 10 the extent thof 110 remfnf"" sectIon of sldewo/~ Is less ffrJn 5' 10flfl. 8. A/pllo-numerlo Idenflf11X1flontl life for ,.forllflOe I pllNlS, permlt8. 010. J. .t.. ,;: '" ~ , t .~ STANDARD PRE-PAINTED DISABLED PARKING SIGN ON 1/8" THICK SHEET ALUMINUM WHITE BORDER & SYMBOL BLUE BACKGROUND en ...I - c( ~ W Q Z o - ~ o ::::) a: ~ en z o o 9. PublIc s1d_Ik curlJ TOI1fJ6 Ifrfl to be ptJkI for tJ/f folfrJws, ~. rflGlJMtructed ..rdtNfl1lk6. 'llKJ/~ oround 8/dfl'fla/ks. sldevrollc Iond/ngs oM ..rdtNfl1lk r:/Jr/)$ tJre 10 be /)Old for under the co'ltrocf unit prIce for S/dewclk Concrete. 1_" Thlc~ J, SY. Curb fronsftfons ond r(J(;()Mf1'lJCted curbs life 10 be (K1/d for uncI!:r the confract unit price for the porent aJrb, I.e.. CUrb Cone,. (Type _ J. l.F or CUrtJ and QJtfer Cone,. I Type _J. IF. W""n a U/)Oraffl fNTI item for file rfII/IOVal IInd disposal of 9xls1Tng curb, curb and gutter, and/or sldt:Walk Is not D/'OV/ded In the plaM, fhe 008f of relnOllOl and dlSpoIJ(Jlof ffle8e fealur~ shall be IIII;Iud~ In lhe conlrCT;t unff prIce for fleW curb, curb on4 fIlJf/t:r tJIId/or .sIdewalk respecllvely. I t,f., I' ,1,1' 1< 1 , , .idj, I I) 1'1 I" i,~ I ! 1,lll, BLACK BORDER & LETTERS WHITE BACKGROUND I'" , i' I 1 .. ~ 111::- ,IN ~-;r \~.:~~\ \ ,:::... '\ --- \' c.~~\ ~\to '.::: . /~~;~, \ , ~ ,,(.? '~"- , '\... ~~ ....~ t'lt/ln.Full ~~/ ~'<,'" 'l",~j ~l ~j Hfllght Curb ' ~ Nail. ~ r:~ \ ~\ \ ~ I' ~ ~1 " =-Bcck or Sldewt1IA \\\.::' ~+" '\ AlIgnmMlt Vorlotklns ~ \"'l{;.~ I ~\\~1j o~tlr ~"-4'Mln. '" ,,' 3' MIn. : /"N"........ -< /(.;2 :j'" ,_ 2'Mln. F"Ufl-'::"', , ,"--: 4 I!J!", '- He1ght Curb Y <:>~ ~-l ~j When CrwswrIlk I/arlc/~ Are .....-~ K ~ R~/retJ. RtJfIVJ Ruro8 /lust Fall ~ WI/flin CrD66Wal~ UmI'- And PfJrafl.1 With The ProJto/fId ~ 1Il- Cr066VftJl1 Af1f1ftfHnt BLACK BORDER & LETTERS WHITE BACKGROUND $,' I ilJI r ',1 P 1 ,\ "'. z " ~ I. o 0: For SAc/( OF SIDEWALK ~RB 7'" OR BUFFER TRANSITIONS ( And For RAJJP AND SIOEWALK ~RB OPTIONS Se. 5Mllt 'I. OESIQN NOTES ALL LETTERS 1" SERiES "c" -- -- 2" HOT DIPPED GALVANIZED .f!IL,~;_j) ~n'[':;r 1tf~j\ 1 ~"""OWU,"' "'" "" : i, ',:i: ,I 1. ,:':', Ii, ..-- 8"X2' -6" CONCRETE MASS, I i II.; I 1. ..,~,: I : I I FINISH TOP OF MASS LEVEL I II' 'I 1 I 1 I "'. WITH A SLIGHT RAISED WASH - " " ' 'I I APPROXIMATELY 1/2" ABOVE , "i i,," "'. LEVEL OF TURF/SOD, I I. Thfl m/M requ1rflmenf In Gfln/Nf11 Noffl 8 Is frJ provfde (J dorA -on - light ~/,o;vol oonfmrf befwefln the dettICtabffl warning 6UrfQCfl and the odJtIOllnt wolklng SUrftICfl, Where odJtIOfIfll IIfOlking $UffI1C8S are colored or 1If' construtJflld with l1I/1ferlals other than $fr1ndt1rd CloSS I PrJrt1ancf Cflm.....1 Conar~ftl In rrmrdtmatJ wIth Seallon 522 of f"" Sfandttrd SpltCfnaatrOllti. Ihfl pions m.J8t prrwlde for dot/ICfrlble 'llKJmil/fl 8IVftKJ. oo/or8 or materlall; 1haf prrwTdfl Ihll neo_ry controst, elth",- dark-M-IlrlM or light-an-dark. (OmIt Joints On, CUrb RoMP6 , V ',7 I I I ~ TurnoutOr Ufilffy Slrlp ~ SldII Streel 8- ; ~ ~ l o ~ N ~ OIl ~ t N o ~ ~ Iii :.: o :;) CD 0:: ~ I Ii: , . >. -~'" STATE OF FLORIOA OEPARTMENT OF TRANSPORTATION ".-'--~'.u --- :iJ] LlNEAR SlDEWAUC RAMPS Note. '" pori/on af onfl or both fTltlPlllIltlY flxtend OtJtBId' ffIfI roturn. PUBUC SIDEWALK CURB RAMPS ~ Z UJ ~ n.. o uju; > u... ( , L:JJ oS ~ c:- '_ lL (.9u Z z z :3 c :1' I I .,. t t t .; I 13 Crosswalk wklffls and conf1f1V'Df'(7fl vory. must conform to Index No. fTJ+f and /7J'I6. ~ ,.."'.. eet.. ~proY.d I', LlMJ )VI ~,/I/l .-..vr JO/.. '~;'Ean~~~L _ J./S4 "ute'on I .....t Ne. ,,~... -.... ulG W" Of I of 5 304 TYPICAL PLACEIIENT OF /IlbUC SIDEWALIC CURB RAMPS AT m RETURNS ~ I ",l em OF~ PUaJC ~TION ~'ll'I'''IiIIl\IJ[lj':'''I:!~ ]I)~ j ;It i'Ll ..:!l:.... ,.. I'" I c....n.. I, ..= t t ex:> I I-- U C> D"." If 8' ;i1] )~ 'i n n l' Jt::::!J ! (~V'" c.J --) "-. . -" --.>- ~ c ".._HI ., ':- / l~t._.tJ~)~~ MARK SULLIVAN,' p.r. ' PROFESSiONAL ENGIN~ER NO. 41227' " .- - HANDICAPPED SIGN DETAIL' - ~... -- 11& ... -- - C7 OR' G , ~,J 1\ L >- = lD It \\, I r,/ ['\1) & '/f,I'), ~~ :,o~€>~oo 0000. () ~ 0 0 ~ 0 ~o 0 () 0 o 00 0 () 0 o 0 00 0 0 0 0 00 08 o 0 () 0 00 0000 o 0 o 0 , ~~~ WWW III o w ~ U w :J: U >- lD o w V) > w 0:: 1. ALL PLANT MATERIAL SHALL BE FLORIDA 111 OR BETTER AND SHALL BE PLANTED ACCORDING TO PROPER NURSERY PROCEDURES. 2. ALL LANDSCAPING SHALL BE TOPDRESSED WITH A MINIMUM 3" LAYER OF GRADE "A" SHREDDED CYPRESS MULCH. 3. PLANT QUANTITIES SHOWN ON LANDSCAPE PLAN AND MATERIALS LIST ARE QUANTITIES TO BE USED FOR INSTALLATION. 4. PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF NO LESS THAN ONE YEAR FROM TIME OF COMPLETION OF PROJECT. 5. DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL BE UNLAWFUL TO REMOVE VEGETATION BY GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN THE DRIPLlNE OF A TREE TO REMAIN ON THE SITE UNLESS OTHERWISE APPROVED BY THE COUNTY. 6. FLORTAM SOD SHALL BE PLACED IN ALL PERVIOUS AREAS INCLUDING ALL DISTURBED AREAS EVEN OUTSIDE PROPERTY LINES EXCEPT FOR PROPOSED LANDSCAPING BEDS UNLESS OTHERWISE NOTED. 7. ALL EXOTIC SPECIES, i.e., BRAZILIAN PEPPER (SCHINUS TEREBINTHIFOLlUS), PUNK TREES (MELALEUCA QUINQUENERVlA), 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. 8. AN APPROVED INSECTICIDE SHALL BE APPLIED TO ALL PINES REMAINING FOR PROTECTION AGAINST THE PROMINENT IPS PINE BEETLE PRIOR TO ANY CONSTRUCTION ACTIVITIES. THE OCCURRENCE OF THIS BEETLE IS INITIATED THROUGH A PINE'S STRESSED CONDITION WHICH MAY READILY RESULT FROM VARIOUS FORMS OF GROUND DISTURBANCE. 9. THE LOCATION OF ALL REQUIRED TREES MUST NOT CONFLICT WITH LIGHTING FIXTURES, SIGNS, UNDERGROUND AND OVERHEAD UTILITIES, FLORIDA POWER EQUIPMENT, FIRE HYDRANTS, ETC. 10. SHRUBS AND TREES TO BE INSTALLED A MINIMUM OF THREE (3) FEET FROM BACK OF CURB TO PREVENT DAMAGE TO VEHICLES. 11. SOILS WITHIN PLANTER BEDS MUST BE SUITABLE FOR PROPOSED PLANTED MATERIAL WITH REGARDS TO pH, SOIL TEXTURE, SOIL STRUCTURE, AND SEASONAL HIGH WATER TABLE. LANDSCAPE NOTES 1. LANDSCAPING AND / OR IRRIGATION CONTRACTOR TO VERIFY THE CONDITION OF THE EXISTING IRRIGATION SYSTEM AND UTILIZE EXISTING SYSTEM FOR ADDITIONAL LANDSCAPED AREAS. THE IRRIGATION SYSTEM MUST MEET ALL APPLICABLE SPECIFICATIONS. 2. IRRIGATION DESIGN AND CONSTRUCTION TO BE FURNISHED BY THE LANDSCAPING AND/OR IRRIGATION CONTRACTOR. IRRIGATION SYSTEM CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPLICABLE SPECIFICATIONS. CONTRACTOR TO COORDINATE APPROVAL OF IRRIGATION SYSTEM WITH THE OWNER AND ALL APPLICABLE GOVERNMENT AUTHORITIES, PRIOR TO CONSTRUCTION. 3. IT SHALL BE THE CONTRACTOR/IRRIGATION SUBCONTRACTORS RESPONSIBILITY TO ENSURE THAT ALL LANDSCAPED AREAS SHALL BE PROVIDED WITH AN IRRIGATION SYSTEM THAT SUPPLIES 100 PERCENT MINIMUM COVERAGE TO ALL REQUIRED LANDSCAPING PLANT MATERIAL. THE IRRIGATION SYSTEM MAY CONSIST OF AN AUTOMATIC OR UNDERGROUND SYSTEM, DRIP SYSTEM, QUICK COUPLING VALVES, OR HOSE BIBS WITHIN 50 FEET OF ALL REQUIRED LANDSCAPING PLANT MATERIAL. A LOW VOLUME IRRIGATION SYSTEM SHOULD BE USED WHEREEVER POSSIBLE. THE IRRIGATION REQUIREMENT SHALL BE WAIVED WHERE APPROPRIATE NATIVE PLANTS ARE USED TO MEET ALL THE LANDSCAPING REQUIREMENTS. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO MINIMIZE ROOT DISTURBANCE TO EXISTING TREES AND OTHER VEGETATION TO BE RETAINED. NO IRRIGATION IS REQUIRED WITHIN THESE AREAS. 4. POP-UP HEADS SHALL BE PROVIDED IN ALL SODDED AND LANDSCAPED AREAS, INCLUDING "ISLANDS", WITH CARE TAKEN IN PLACEMENT OF HEADS TO AVOID EXCESSIVE BREAKAGE BY AUTOMOBILE AND FOOT TRAFFIC. 5. IRRIGATION SYSTEM SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR AFTER INSTALLATION. 6. IRRIGA TlON CONTRACTOR SHALL PROVIDE ON-SITE WATER SOURCE. 7. THE CONTRACTOR SHALL PROVIDE ACCESS UNDER ASPHAL TED AREAS SUFFICIENT TO PROVIDE ACCESS TO ALL ISLANDS AND BEDS FROM WATER SOURCE AND AUTOMATIC TIMER AND VALVES. THE SITE CONTRACTOR SHALL COORDINATE AS NECESSARY WITH THE IRRIGATION CONTRACTOR TO INSURE THAT ALL REQUIRED SLEEVlNG IS INSTALLED PRIOR TO ANY PAVING ACTIVITIES. (/) o ~ "'" CIl -, ~oo f- ~g:g: BORE IN THE CONTAINER, FINISHED GRADE AS IT SAME RELATIONSHIP TO PLANT TO BEAR THE OF THREE TIMES. BE SCARIFIED A MINIMUM CONTAINER PLANTS MUST 12~120 DEG TAPE. MARKED WITH ORANGE FLAGGING GRADE, (~l ALL WIRES TO BE STAKES (MIN,) DRIVEN BELOW ~ #14 WIRE AND 2"x2"x36" PT SYP TREE SHALL 120 DEG BE STAKED USING (3) 1/2" DIAMETER REINFORCED RUBBER HOSE/ 8" Minimum (3) FLAGGING TAPE MARKERS o o - ~ a (/) a f- N Z W co Vl~ .....~ W VlZO .....wu z ~~..... ~ ~~z ~Ow w OU:J ..... u.....u ~ .....~.Id f-- Z :J >- r-.. ~ U f- a do::u 1'0 0:: ~ 0:: ~ W W a a.. 0 a.. I w ~ OVlO a 1n51n w >w> 0::0::0:: o ..j-..j- Z ~I~i~ ...j-a [ ~I~i~ (00000 TREE SHALL BE STAKED USING #14 WIRE AND 2"X2"X36" PT S. y, PINE STAKES DRIVEN BELOW GRADE AT A 45' ANGLE (AWAY FROM TREE), REMOVE TOP 1/3 BURLAP 3" CYPRESS MULCH LAYER 3" WATER RETENTION SAUCER ROOT BALL SET 3"-4" ABOVE GRADE STAKING PLAN NOT TO SCALE 3" CYPRESS MULCH LAYER 6"-12" TREE SAUCER "" -< \. 1 "" _ -=T1JJ /:/' - , / /:f,fJJ ~_ ~ 1~llllllffi ~Vx x >0 v/ ImlllfTi~f,=1 1/ '1-IIT~IPrY X >< x:^yV/ - - // , -= 1;::;:; 'i' / X X x / / fTilllrr (I lO r / / -III-----:;lll,--,:ll U I m= f II II' -111=1 'T-~ w=~x~ I, MIN, MIN. Vl Z o Vl > w a::: -I -I - 1- FINISHED GRADE II'-=.".,,:~,':I==III ~I -I 1-111111-1: ., 0" ,kiI- - PLANTING HOLE TO HAVE -." ;XV ',' ~ II==! 11'~l VERTICAL SIDES ==11 111- 11 ---=111_ II~ ==11/ t=1 PLANTING BACKFILL '-= III III III III II lUll I- -III, III ill ill W==II r r '1~1"1 BACKFILL MIX (50/50 EXISTING SOIL/ HILLARY PEAT WITH EXTRA SAND) EXISTING SUBGRADE EXISTING SUBGRADE ALL TREES SHALL BE WATERED IN THOROUGHLY WITH A HIGH PRESSURE WATER NOZZLE AND PACKED WITH SOIL TO REMOVE EXISTING AIR POCKETS AND TO PREVENT FURTHER TREE SETTLEMENT, EXISTING AIR POCKETS AND TO PREVENT FURTHER TREE SETTLEMENT PRESSURE WATER NOZZLE AND PACKED WITH SOIL TO REMOVE NOTE: ALL TREES SHALL BE WATERED IN THOROUGHLY WITH A HIGH w ..... <( o 1 ' f- n::1 LLO U :::J Oz..J zwoz ..... U - <l: >- -, rn I 0 Z ZzZf-Ovi f:=i= w -<l:gn::zwO~<l: 2 z (j)w<l:uf- N ::::> Q(j)~~0>f-8Q:' () (j)<l:LLn::Zn::O(f)O o W -Oo..Q:'biZ:::JI o oZn:: W f- Oo..ww..JlJlO:":::J LL Ow IZ<l: O<l: o Z n:: LL f- - f-, 0 <l:wO 0zz0Z w (j)If-lJl~uJ<l:t5~vi (/) <l:oz _ ::"~:::Jf- ' ::::> wwwW<l:ZvioQ:'w W Of-::"uoO ,O~w Ci" -<t=:J>Q:'~wn:: u.: wn::n::n::o>wo..w ~~t0bi~GJ~~~~ TYPICAL TREE PLANTING NOT TO SCALE MUL TI-TRUNK TREE PLANTING DET AIL NOT TO SCALE I I I , I 8. ELECTRICIAN SHALL PROVIDE ELECTRICAL HOOK-UP AT A LOCATION PROVIDING ACCESSIBLE SERVICING OF AUTOMATIC TIMER. 9. IRRIGATION SYSTEM SHALL INCLUDE A RAIN SENSOR / SHUTOFF DEVICE TO AVOID IRRIGATION DURING PERIODS OF SUFFICIENT RAINFALL. 1 O. AS-BUILT OF EXISTING AND NEW IRRIGATION SYSTEM TO BE PROVIDED. , I d ~~ ~UJ ~U ~~ d~ Zf-< ~~ <0 O~ ~~ oUJ ~~ ~ iilllllllll,.,.,'11111 1II '-= I I , I I I IRRIGA TION NOTES I I I l' I I I , I II I II I I I, -+ r-r I I , f -/ EXISTING NORTH BOUNDRY HEDGE 1 I I I I I I ! 1 BETWEEN DUMPSTER ENCLOSURE : I I I I ([Q\ ;I / AND EAST PROPERTY UNE TO BE ~ I I I 'I I I I /'Pl::\ . ~ "\. '!:Y . RELOCA TED TO AREA INDICA TED - L.{) : i I j~ I I F~D LB 3889 \IV .~ _ I _______ ./ ~~TING J I_ I I I f':: I ~:~.-::" CD ~ ~~~~ ~ _ _ _ /' t]1l~~ _ _ _ _ _t:l" 3m)~g;~~O.2( ~.. L.{) ~ 1 I I I I I .+EeEe ~ ~ ~ ',~(- ~ = .=\=r/P =1"" - - - - = - - ~ ==;\-:' -.ll I I I )1 / i II <EeEe~ ~ ~ \ fl1 J ~. 1'[1\\ I \ I flC \ - I I I I' '. Ee!ZJ ~ I ~\ ~ ~ p ""'\J..7. ., i SOO I I I j I I I I ~ : Ee ~ ~~ ~ ~' ... ~~ XIS TIN XISTlN ~ EXISTING I II . I I I I I ,~: 00 ~ ~ rxI J ~ .. -, I ~\ IiC\ \ ~ _ ...... / " I'iC\ I I I I: I I ~I ~: f8 ~ 18I.:t~ ISR\----, ~ ~ \\1..1 \ ~ 46" WOOD FENCE/l '-,' !>.!> ;."t;..-;;j V \J..J 0::: I I 1 IIZP\I! .: : ~~ 181 d \\... \",S3 J . EXISTING ~ _ ICO\ / \..;.........I;.~... l-~: EXISTING I I I I\JV:~' . . . " -II "-.::/ ~ I \lli.I ~ :~rv,~~~1 . I I I 'tl ll\ : ;1 ~ ITC\ "" ~: ,~ .ffi .. ~ ~ - - --7 l~~~rr~ '-CONTRACTOR TO (f) I I I I~" ~ ~~ ? l....,.;'" \.V -.....:::../ "-.::/ "-.,, '*2& ROOT PRUNE I I I fLM'" \ ~~t~~~ . fLM' '<.( ITJ\ : TREE AS SHOWN "-" I I ~: I \iQJ ~ . ~ 1M\ " \.V IUl\ IJff\ ~ 5 '\ ~ PRIOR TO THE I I I I ~ / . 0 ~ r< ~ <l ~ ./ \!V ~ PIPE BEING / I I f PM' : 0 0 S(:)~ " . . )1- 000 ~ ~ INSTALLED I I I I 'JY.j I. . 0 0 I --'-'--.-. \. IRi'\I J:fu~XISTING "-:::::: /oiJ'\ .J'p .AI' .,.. I I I /IEXISTINr If.. : 0 ~ '., b ISR\ \.V EXISTING ~:::::O~ LM EXISTING '.........~ I ~ ICO\ I 1 I t I I (0 : O~ W.o.A .or\ /Ri'\ \V ICP\ "~ '\:27\ -Ifii\ ~" ~ M \J..V (J) I I I II i 2' . ~ 0 ~ ~ ' t ',,'.o ~ \.JJ STARBUCKS \V .. 1/~.---1 \.JJ ~ l[J;}~"/ Ii EXISTING I I I I \'~, 0 O.J _..rr(t 4. :' 7iM\ 15095.F. ICP\", '~ISR\ ~ II'- / Vi I I I!\ II \ \, : 0 0 '1 ~ I, " ',~~ \V F.F.E.- 9.44 "~ ....., ' .1'. '\1J EXISTING """"""'--1iC"\ J Ii, .-- : : : ~I I: \ z""',,11111111 i II ~"..:'~ /3R\ EXISTING '~~ CD EXISTING~ "I'i ~ ~\ I ) . - ,.., .~~ SR RESTAURAN ,0 I EXISTING ~ I I "'I ~I ,0 ~. 0 O. " '" " ' .,' '-V T ~. PO t ' >- i i I ~I I I~ I I : 0 ~ ~ (fil\ '.o.. ..o IRI\ F.'r.~~ 5:44 \tV' '" 0 ' , <l 01 <( I I I <{I I \!y \:: : ~...,..Ee, \.Y , . 4: , 01. " 0 CV \.1..1 ~ ' ::> : i I \ I I~ : li ~ . + ~ '. '~~. ITM\ .o. g 0 \.V ~ING ~;>! :::> I I I \ I~ I II ~ :~ ?i ICJJ\ ITJ\, ' · <l:' ---; \J..J RESTAURANT <l , 00 IZP\ I \ I I~ ./ ~~ ..,.... \]7 \JjjEXISTING,.. ~ " ',0 0 \2.J ~ I I : i \ It : 'I :~o, \.' "~~ ".~ \V F.'r.~~ 5:44 LBI:l ~O~t EXISTING (i ~. o I I I I I: I I, :g >:< ~ I ':".. \1Y~~ "~.IiC\1 IT.i'\ ;;, ~, I I I \ I ~ I ./:=. 0 0 ~~,,\. ~ , -- ~;.) r<:7Ir<:7I -~1.:X1.:X~f;]:!:J:~.'.t:'f.~... ~ '/ \17 ~RI I I tfPA' ~. ~ CV~, flC' JIM\ -.Q.,IC>IIC>I~~~~'~~'~~~~~ ~......~~ ~ ft-<I' - I I I \ \.V ~ >:: 0 'L/ 8 '/ \V ,\.Y \ ' ITJ\ EXISTING. . \.y I I I I ~1 ] \:~t 0 0 / /5h , IRI\ Qb ~ I I I ~ II r-sJ, /1 ,.~ .~OOo.J~ /'\J]7 ~. \.V I ~IC I I ~ .. E~ EXISTING fie' I ~ --- ->f" I . ?l fSR' ~ I (fJ\ IZP\ ITJ\" V \J..J . : i I II ICM\ !! I .~ 6\l.J/\lY ,~ RI f6il\ JV \V \.Y EXISTING I I I I ~ \;gY "l.i '~OoO.~,. ~~ . ~ 8 \ IZP\ 1iC"\\ \J..) ~ =- - (f) I 01 EXISTING I~ : ~o 0 10 Y1)" ~ I I'iC\ \'~ IC Ii ~C~ " ~ YiEXISTlNG get. I I I I ~ + EeQ ~. \J..J 0 ' XISTIN \\..1../.. \1 ~1 ~~~/ SHRUBS TO . I I \ I IPM\ l.I~OI 0 ~ j' EXISTING :'. It!, IIT\' XISTING..~ IIT\' XISTIN \IC>I~~~ '/ REMAIN AS IS I I ) I, \W ~ .. p ~ CV " 4 F-::;~\ \\J...) ~ ~ 181 ~YIo~ /iT\' ISTING~ ~~~~ (THIS AERA) ::> I I \ EXISTING I I~] ~~ 14 T FAI '~\:XTS~ \\.11. \\~ ?1\\ XISTIN \t11\~, ..J ~~; I I I "'", 11& i!~~.~ '~~3~. = ,.' , "ft'--:- ~~'i-XISTIN - ,~_181~==== ~=~V "(~ : : I '1',-- J,I~~c:::J -~fRi'\ ~g:;9'IIa~W21o.2;T'"''''/~~~ ~ ~ -- ''''''3889 I I ----- , I P,o.;;\- EXISTING HEDGES I \..V ._ = = = ~ = 0,5' CURUT~=ICALt".~/''''' ~ _ _ _ _ _ _ _ _ A I I I I . FIR 1/2" ALONG WEST' ~ '7LO\ 1./'- ----E/P------ I I , LB 2610 BOUNDARY LINE \JY I I I I, I TO REMAIN AS IS I EXISTING I 'I I, I ' : I: I /II-EI"----I ; i I i I I I ~ ~r-sM~_ - - ~ , 'I I I, I I I I!! 1'1 I , L1l L1l "i' 0 o 01 ro I LDo 0 OJ'" co w~ co ~r--.. Q)",,,, z~lO~ Q(f)~e f-- ;:5 x --'000 n::O'OLL o 0 ,- IO:::"- f-- 0 ::::> c;::lD <t ~ S:J LLLOOl 020..1 woEo f-- 0 co <tOll-CO u~ C;::L1l r--.. i== ~ ~ ES co U '--../ I 181 SYMIBOL EXISTING QUANTITY OVERALL QUANTITY BOTANICAL NAME COMMON NAME COMMENTS I I / I I I I I I I I / I I I I I I I I 1 I I I I I (1)1 cr 31 ~I / ~I 81 ~I r N I I I ~ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I /I I I 1 I :~: ) I~I '" 151 ~I nl N 10. 1 1'0 I I 1 I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I J,,)) "'-../ o . I I I I I I I I I I I 1 I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I , 10' HT., 2.5" CALIPER IC 12 19 ILEX CASSINE DAHOON HOLLY I I 10' HT., 2.5" CALIPER QV o 2 QUERCUS VIRGINIANA LIVE OAK I ~ ~FN&D LB 3889 ~I~ 8' HT. MIN, WITH (3) 1-1/2" C/J CANES MIN. ~ LI 8 8 LAGERSTROEMIA INDICA CREPE MYRTLE {$ QUEEN PALM 2 16 SYAGRUS ROMANZOFFIANA 15 GAL" MIN, SR <:) o ~ @ 3 GAL., 24" O,c. 14" HT. - 24" HT. 1 GAL" 18" O,C. 12" HT, x 8" SPR. 1 GAL" 18" O.C. 10" HT. x 20" SPR, RI 40 83 RAPHIOLEPIS INDICA 'ALBA' 0' ~ SCALE: 40 I INDIAN HAWTHORN 20 I 1" = 20' Q) I- L1RIOPE MUSCARI 'EVERGREEN GIANT' 85 LM 165 L1RIOPE TJ 68 TRACHELOSPERMUM JASMINOIDES 74 CONFEDERA TE JASMINE COONTIE 3 GAL., 24" O.C. 14" HT. - 24" HT. 7 GAL., 30" HT. 30" SPR. 1 GAL" 18" O.C, 12" HT. x 8" SPR. 1 GAL" 24" O.C. ZAMIA PUMLlA ZP 14 22 ~ 1, SPACING VARIES SEE PLAN /SCHEDULE 2, PLANT SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS IT BORE IN THE CONTAINER, 3, PLANTING HOLE SHALL HAVE VERTICAL SIDES, @ CRINUM X POWELLlI CP 7 '7 CAPE LILY EB * ({ PA 33 23 PLUMBAGO AURICULA T A SKY FLOWER I- Z W ~ D.. . g ~ ~ WU~ ~ >~~ ~ W~~l(')< C QNQ :::!~~~~ ~~Z~O ~~~S~ 0)0 .00< .....~~ ~ -~ 0 ~ >- 0 < =- ~ ~ ::I: l(') JH CREEPING JUNIPER 75 i2 JUNIPERUS HORIZONTALlS 1 GAL., 24" O.C. CV CROTONS o 34 CODIAEUM V ARIEGA TUM '" ~. ~'.J ~ '.~'i).() ,g> cl d> ""i) " o::~",;ciz~G =0 ~ 3" MULCH LAYER =",~ 5l~~ / FINISHED GRADE IILTJlIIlJ 111= ~ 'Vv 111=111=111 III U IJ</: W Filii :'1 II-> III II TIC III III 111=111 -r 111-111=111=111= 1 J 2XX J- t I I I I I I I I I PM PODOCARPUS MACROPHYLLUS 78 78 BUDDHIST PINE (EXISTING) 3 GAL., 36" O,C. MIN. 18"-24" IN HT. AT LQ 96 96 L1GUSTRUM QUIHOUI L1GUSTRUM (EXISTING) PLANTING BACKFILL EXISTING SUB GRADE 3 GAL., 36" O,C. MIN, 18"-24" IN HT. AT NOTE: COLUMN TITLED "EXISTING QUANTITY" ESTABLISHES HOW MANY PLANTINGS ARE EXISTING ON SITE TO BE RELOCATED AS REQUIRED, "PROPOSED QUANTITY" STATES HOW MANY PLANTINGS ARE TO BE PROVIDED OVERALL. SHRUB/ GROUND COVER PLANTING DETAIL NOT TO SCALE LANDSCAPE QUANTITIES AS.PHAL T (VUA) AREA 21,902 SF 0.502 AC. 57.94% - en - :) FOR PALM INSTALLATION, TRIM ALL FRONDS AT TIME OF DI66IN6 AND PLANTIN6 RETAIN BOOTS ON TRUNK ~. (?,~~ VU A LANDSCAPE REQUIRMENT: 21,902 X 10% = 2,190 SF OF IN TERIOR LANDSCAPED AREA 2,935 SF PROVIDED (13%) AS DEPICTED WITHIN THE SHADED AREAS HEREON I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1\ \ \ 1\ \ \ \ (~\ 11 I I I I a. I ,'0 1 I I I -= INTERIOR AREA CALCULATIONS - ) ;30 z CC ...I 0- W 0- CC o en Q Z CC ...I LEGEND EXISTING PALM TREE / SIZE EXISTING HOLLY TREE/SIZE ~ ~ ~ It ~// ~ " -<:/ 01 J~! I/,~~ ~ ,-- :::::::':J fj 1~l;1 ,~,~ '\ r-S FINI~BRADE-1 = ==111: :111 III ,./: ~ 3. MIN. CYPRESS MULCH ,l1"llllm"1ml ........ '\ , ..... ~~"~:?'" 'I~IIIIIIIIII, .' ' , "'III~~I~~N~~~= J II III f.. ,." " ,..' ' : ; ~IIII H EXISTIN6 SOIL I'll I 11m Ilmillmillmillml m -II '~III_I 11-111-111-1 II-III. E8!-M 5T AKING ANt2....E.LANTING t2]::T Alb CONTRACTOR SHALL REMOVE STAKING AND GUYING MATERIALS AFTER ONE GROHING SEASON 20 LAYERS BURLAP PAD AT SUPPORT c.oNTACT - NO NAILS IN TREE WOOD /"".. /"".. ~..-,/~>?~, ~~ ~ /"".. ~ /"".. /"".. /"".. ~ r-x ~ /""../"".. ~~ r-:-..~'-...J~ '-...J ~ ~ ~ /"".. )y/~~ 8 0 /"".. '-...J ~ ~ ~ ~ ~y /"".. ~~' '-...J '-...J ~ ~,~ ~ '-...J '-.7 ~- /"".. h' '--...../ '0 '-...J , J ~ '-...J ~~ '-J ~ - ~~x..~~, ~ /JJ -1X4 HORIZONTAL '-...J V WOOD MEMBER 6'-8' OR APPROVED II ~ I /t ~ SUBSTITUTE m m ~/~ \\\ en rT '. 10" \=.= <16" ~'~o" L.-.J HIRE TIE EXI511NG TREE WITH TREE BARRICADE 2. x 4" BRACE (P.T J SPACE THREE AT 120 TYPICAL ~ ~~T/1REE ~ PLANT/TREE QUANllTY ;:::== = = = = = = = = = = = = E/P _ ~ f I I ---~ \ )) ~~=======T.S~======4 E/P y.--= = = = = = = = = = = = = = = = = = = II ~ a i ~ t :il t-: N N ~ <<s ~ t ui l:l I Iii ~ :;) III a:: ~ I f u; (I) cr ::J () '" I- '" cr () z o () r-s~ ~~~~================ /;-., N NOTES: -~J ~ I . --, .-'- UJ a: ' ::! UJ a.. f-- ..-::, C3 0 . @ u:l (/) . >~ :-. w _ u; 0> ..J cea:u UJ lL ~(/)o Z r:- z - ~ () a.. m ~ ))} J ~ 1/ ~~. --.... -2x2 '811CAL Y<<)OO STAKES 1.) ALL EXISTING TREES TO BE REMOVED ARE SHOWN ON THE DEMOLITION PLAN, SHEET C3. 2.) ALL LANDSCAPING TO BE INSTALLED IS ON HWY. 19 BUFFER & BUILDING FACADE. (ALL OTHER EXISTING LANDSCAPING IS TO REMAIN AS IS OR BE REPLACED IN KIND.) , I , J ~ '. , ) ,.-} " ' . . i; /;("IJ~J~~ ~ARK SULLIVAN; P:E.', PROFESSIONAL ENGINEER NO. 41227 . ' 48 HR NOTICE GIVEN TO ..SUNSHINE" PRIOR TO ANY CONSTRUCTION ACTIVITIES 1-800-432-4770 co I l- e..:> C) ,] : 1 DRIPUNE , \ , J i] , --v-=::l r- L1 TREE BARRICADE DETAIL NOT TO SCALE ORIGINAL 8- ~ ~ ~ ~ Q. III gj N ~ Ci5 ~ ,;; ~ ~ .... ~ ~ ::l en ~ ~ ::l en iii :.:: tl ::l lD a:: ~ I t Ii: 20 10 I i 9,19 [~ ~~ o I I 9,1 m cr => u f:' w cr u z o u I .n N c::.J '<t )j\O ~~ V>d, WN Zl ::J~ ~ r' -- ~ < a:: C> m cr => u W f- W 0:: U Z o u ;., N I ~~ 0> ~ ~g :+: eri , 9,3~ 8 eri ;1; 00 it;.. '" ~ lai. "" ~ ~ +."" P.O.C. SW CORNER SECTION 20-29-16 20 I !~ I'> ~~ peri "'''' ~'"': 0> => u W f- W cr ~ u ;., N ~ w ~ w 9,87 ~ lI) w ~ o z a CD j; ~ z (f) "-/ 0'> ~ >- <( ~ I G J: (f) ::::> J 848 _ _ 2Q-29-16 29-29-16 L{) L{) . 0:::: . 8,22 9,70 10C o' Q.' tJ' ~. . ~ 9,39 10C o' ~4~ lI) ~ < ~ ~ a:: < d ~ ~ o ffi 11. W Z ~ ~ ~ ~ ~ 1= < ~ ~ ~ < ::I x o a:: 11. ~ ~O .. "" 00 Fa Fa :z: OJ I I I I I I I t I I ~ I I I I I I I \ I \:z: Ig o Jw z 1::1 I~ \~ I~ I~ I~ M~ Oa. { z ::I u 1= & Cl:: W CD l:L ~ 1= ,.: ~O n 0> ,.: )~ ~ ~ I 8,06 ~tD LB 3889 I I I I ~ I ! 0 I l\I~~ ~ ~ . 1 ( ~,~ ~\P IV ~ ~ ,. Ir ~ ufW& I ~ I. " ..... L&J I~ N 8,25 lco f" I' I I~ o ~ r,S or 7.56 ~ I ~7,2 ].36 7,38 I /!;! < ::I x o Cl:: 11. ) I ITBt.4 ELE . 8.07 11' !sET NAIL IN ASPHALT I' / ~ ~ 18,20 8,02 ~ ~7,93 '],95 ~ ~ ~~ ~ :r; I ~ ~ . ~ ~ 60.1 ~ < < ~ ~ I ~ r~ ~L~,~T8'~1115_88_...g01 F . . . 60.1' I III ,~~ ~.., '8, ] '!! 00 ~ w ],88 II!- ];]'7~'72 7.62 SIGN[ ],49 7.62 J., .58 V '~ 7,56~,63 ~5~,53 FIR 1/2" LB 2610 7,39 I I I ~ .7,35 UP ,~ /,9 U r,S 3 ts. ],89 liP 7,3 7.35 +].19 I I .72 I' 'to J II I I~ t') .N \0 I~ (0 f'l o z III [0 17.90 7 ?7.J""' ] i; .. ],86 ],25 \ 1.2:1 7,24 WELL PUMP 7,02. ,,95 7,05.f'1i8 6,93 6,84 6,72 6,72 S. LINE SW 1 /4 20-29-16 I ~8 I W 7.79 ],82 Ip. .. 17,8 O~~ w Z ::J ~ ~ I I I TREE LEGEND 12" ~ = 12" OAK TREE 12" @ = 12" WILLOW TREE 12" ~ = 12" MULBERRY TREE 12' ~ = 12" PALM TREE 12" ~ = 12" BAY TREE 12" ~ = 12" MAGNOLIA TREE 12" <) = 12" CITRUS TREE 12" <!> = 12" EUCAl YPTUS TREE 12" ~ = 12" SYCAMORE TREE 12" ~ = 72" PINE TREE 12" ~ = 12" CEDAR 12' <J = 12" ELM TREE 12" <fJ = 12" MAPLE TREE 12" ~ = 12" WAX MYRTLE TREE 12' <i1 = 12" HOll Y 12" ~ = 12" CYPRESS TREE 12" t> = 72" PECAN TREE 12' @= 72" BOTTLE BRUSH TREE 12" <!) = 12. CAMPHOR TREE 12" @ = 12" CHINABERRY TREE 12" 49 = 12" PERSIMMON TREE OWNER: BARRETT FAMilY PARTNERSHIP I " <i1 7.83 +7.47 ],84 750 .82 ElF ilo 0 oj ....1 I') 0 Z W V> V> <( ..J <:> I I 7,i6 I ,~, 7~1 i I r5 ],]3 I 7.70 I .45 LP. ~,j (4~ ~ I 7.3 " <i1 oSIGN 7,37 +7,24 I I I ".(~'~IG~ I 711 +6,90 I I I 10.3' 7.47 746 7.45 .6.63 ,~ 8,69 9 28 ---::: r-- 22.8' N #18421 1 STORY MASONRY STRUCTURE LOWEST FLOOR ELEVATION = 9.44 3031 SQUARE FEET MORE OR LESS. M 14.3' b .n ~ fl's.c.a. It) ,Q,25 20.8' . 8,~j V / ilo " r-- \ '" <11' LP-:;' N89019'48"W 210.24' 7.40 7 ?4 7 n. ~ 7,1. "R S89i9'48"E 210.24' .A 7.09 ,; " <i1 ],25 .19 /,D! ~ 7.1;3 FENCE ~ ,m .~~" 6,94 f,M~6:~ . GRATE ELEV. - 6047 E.IE-3 ~ S. .41 . ./~ 6' WOOD 7,13 698 jo... N Q,y .( 8,141 ]'8]~ ! 7.50 a~~ 14.5 ~ )\8,54 '\ ],1' 8.0' affi ~ 3 .....1 .... "~ ;! 0 ~III! 0 ~:;'10 ~ 78.7' LP. K 6.7 ,6 ,]6 ~ t.4ANHOLE RIM ELEV. - 9,25 E. IE - 7.0~ jo... 2.f 24.0' 0:\ 8,08 7 88 /~~O 9,17 ~. P_V_I'!. 9,10 ... 9,13'"1t - 8.51 ~ s.c.a. . 7llll ,"""'--- O"U, ~78.5' 7.30 r 9dJ 8- 0.1. P 6,89 . 7.23 .r GRA~ELEV. - 6. N.I .17_ 6,6 ' 6,6 t.4ANHOLE RIt.4 ELEV. - 6. S. IE . 2 W. - 4.92 8,77 all,81 ,9,23 , 8,78 .Q,20 :,7r--......, 8,72 /'" 7.49 7,12 7,06 6,8 6i~ .7~ 6.7j' o "'r 6 2 7.22 ~ 6,90 ""],16 <J=-a1 O.R. 5840 PG. 645-646 20-29-16-330-0300 ClI, !=' ~ =alt> 7.07 - .. LP. ~ .\ \ \ .~ 6,85 ],03 o SIGN ~7,09 " <i1 7.1 7,09 <i1 <i1 ],24 0,5' CURB (TYPICAL) '0,81 E/P ,7,09 E/P r.~or '7,00 +6,69 +6,91 +6,64 :'" )~ 6,88 6,68 E/P ..( r,S or t.4ANHOLE RIt.4 .. ELEV. = 6.81 I' N. IE = 4.23 6.69 I GRATE ELEV. = 6.05 S. IE = 1.40 I a: u Ii ~~ N FN&D LB 3889 -18" R.C.P. ~HOLE RIM ELEV. - 6.30 N. IE - 2.00 W. IE - 2.60 ~'~ &1 lri oi " ..... ~ t ..... N Co f" ..... o V) 6,60 6,56 6,56 6.48 .. FN&O LB 3889 '0.46 ~6.43 6,52 +6,47 ,n" '6,25 +6,56 +6,21 +6,06 ,n 77 EIP ~6'10 \:/P 6,04 6,03 - 6,03 OWNER: BARRETT FAMilY PARTNERSHIP I 6.61 6,6y 6 5Qj1 SHEll all B ELL E 6.54 =- 653 AIR (PRIVA TE) R A 0 o . 6,30 6,31' +61 T P K = 1fJ.EPHIME POCf ro/'/, ~ = UNOCRGROOND FIBER OPTIC UNE WARNING /JARKER ;{O = UNDfRGROUND FIBER OPTIC UHE PAINT /JARK w-{WIlI-= APPROXl/JATf: LOCATION fT UNDERGROOND WA1lR ~ UHE tt1TH FlRf HYDRANT, WATER VAL~ .t /JETER ~ = WA 1lR UHE PAJNT /JARK . = PARKING POST OR BOLLARD I = CONa?ETf: I = ASPHALT F.D.O. T. = FLORIDA DfPARTlIENT fT TRANSPORWIIM O.R. = omOAL RfCORD BOOK Pol S. = PROFESSIONAL LAND SUR'.fl'OR LBI = UCENSfD BUSINESS MJIIBfR P.O.C. = PCJNT fT COWENCDlENT P.O.B, = PaNT fT BfGINNING E/.fV. = ELEVA 111M FIR 0 = FOUND 1RCW ROO FlP 0 = FOUND /RIM P/Pf SIR 0 = SET 1/2" tRIM ROO .t CM' LB.I671J FCM [] = FOUND CONCRfTf: /JONU1IENT SN.tD 0 = SET NAIL AND BRASS DISK LBI611J FN.tD 0 = FOUND NAIL AND DISK T'rPtCAI. SPOT ru:VA TIONS (IF SHOIW) TOP fT CURB ru:v. 96.65 [DC[ fT PA \6IENT ru:v. ~~~= ~:1~"x TOP fT CURB ru:v. 96 68 EDGE fT PA'tD/ENT ru:v. 96:18"x -Y- 1- T - I' = roB fT BANK _ _ _ _ _ _ _ _ _ _ _ - - - = TOC fT SLOPE / CfN1lR UHE fT DITCH o = SCHEDUlf B-2 IIDI LEGEND W!!:..O_T F.H. ..... -I..! v. "" Tl. X = U~O Tru1'HIME PAJNT MARK U, T.M, 0- = APPROX1IIATf: LOCItl1IM fT UNDERGROUND TfUPIION[ CABLE tt1TH TfUPIION[ UnUTY BOX UNDERGROUND TflEPHONf CABLE WARNING /JARKER P.P." ,. POlIER POCf ,H = O~EAD UHES LP." = UGHT POCf /J.P. K ,. /JE1lR POCf ISI = ru:CTRlC Ul1UTY BOX @ = ru:CTRlC Itf[TER rn = /J11ERED END SECl1IM . ,. GRA Tf: INLET CD = STORIJ SEIIfR PlPf .t /JANHCXf .= SANITARY SEIIfR PIPf, /JAM/CXf. CLEANOOT.t VAL~ R. C.P. = RflNFORCED CONCRETf: PIPf lXWC. I ASPH I O.Hol ,JJ ~ a ~ ~c.a.1ID .j'-,. SANITARY LINE PAINT /JARK P.V.C. - POLY ~ll CXORlDf D.1.P. = DUCTILE IRIM PlPf v.c.P. = Y!TRfFI[[) CLAY P/Pf .a. ,. N'PROX1IIATf: LOCATION fT UNDERGROUND GAS UNE MTH GAS VAL \of; GAS /JE1lR ... .t GAS LME WARNING SIGN ~ = 8URt[[) GAS UHf PAINT /JARK T. 5, T = TRAmC SIGN IE" IN'.fJ?T ELEVA 111M E/P = EDGE fT PA'tD/ENT -...-. . VICINITY MAP Pdr~ rg r ~hO as P.d ~1Il t;~O :/ Drew Street ~~~'l Y' plaza iOPPIn9_&rmuda,BIvd Dr~ ';( enter Ch~rkQ St C/l 7 I ..oUl Leels~s '~ ~ Ill> -. '" ~ ~ ~ --" )~ · .'T" ~ . ,';,: )3Ull To Bay Blvd .1 earwater 1no!rl\O('l ~ Mall .~~ ~ c l' -g ~--9re~St <<> z 2' 0- Ul :3' Ul ~ ~ ,~ ~~~1. -- IJ ~1i "A <3l '~ L1) (f) Ul o . D: Nash St ~ (") ChOluCQr St ~ 2 ~.... ~ ',,', ~,'." "'~?; 3 III , ., <<> 11>'-": Ie ..... . <II :::1"9- a. . ~ 'I. ,,~ :I)t; fj} fj} 0:: fi CI1 ...'- ~ ~ 4th 7th St Ul i- 5' i ~ :::I CI o .... CI .... \ \ \ \ I t \ l- 5,69 r.~ / /' , 8.03 ." = ).~~. . ,.:" I >40.0' ~ CITY Of' ~ARW TER ~ 15 ~ o ..... f~rrn I L~~ ~ ---'--(j)@ . 5O~ Of ST. ~ I' PElEA58 R ""EN' ~ '\ C!L I '7,( 7.45 , 742 14~3 ,4 T Q.. :r: (j) 0:: W Z I- 0:: <{ Q.. >- + 6 40~ ~ <{ 1.L l- I- W 0:: 0:: <{ CD Cleveland St' 0, en (fl ;:: ~ ~ Rainbow Dr ~ g g t) ~;; I ~ (II 0 t U id Rd E Magnolia Dr 1st Char9s Dr Hab9rshamOr Brentwood 0 MortringSicha Dr' , Haro81vd Cu is Dr S i +648 I: ~... la\t.evl.e'fll ~ct .,~C 'l'ot.)o is' c ~ <,O~, ~ 3 ~ ~l! ~ ~ ( ~ (/)1 0:'0 @i o CI ~ Nursery Rd ... f SOLJt~.OOdL:' : ..,,..\, Rd i ~ CI g. , r3-- m :; Barbara Dr . Ul ~ Oak Park Dr S 'g: ~f~'l ~d ~ ):> ~ Oakdal9 Ln Sfj} B. 'N " g. If CI "tl rens ay 3 .... ll> r ~~ en ~ :::I Long,~ Ln ~ If Oak Trl ~ WatQroak Dr N ~ ~ Central Ave Del Rob9s T er K&nt PI 0:: W z 3: o +654 + 6.42 +636 DAlt: NO. 96.18"x GROOND E/.fV. 95.2 "x GROUND E/.fV. 95.2 x ~ ~/ N ".',' \ "~ ~ <Jl \it '~ '10 ,\, \- . CO'Je ,:.W (") (ountr~' (111b 11> a ~' N.T.S. ~~ ~ '~ ~-1~S ..,. 1- o .... m Oil> l>>:1' :>(11) REVISIONS SECTION 20, TOWNSHIP 29 S., RANGE 16 E., CLEARWATER, PINELLAS COUNTY, FLORIDA DES C R P T ION THAT PART OF GOVERNMENT LOT 4, IN SECTION 20, TOWNSHIP 29 SOUTH. RANGE 16 EAST, PINELLAS COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SECTION 20, TOWNSHIP 29 SOUTH. RANGE 16 EAST, PINELLAS COUNTY, FLORIDA. RUN SOUTH 89019'48" EAST, 10001 FEET; THENCE NORTH 01026'21" EAST, 623,79 FEET FOR A POINT OF BEGINNING; THENCE CONTINUE NORTH 01026'21" EAST. 179,82 FEET; THENCE SOUTH 89019'48" EAST. 210,24 FEET; THENCE SOUTH 01026'21" WEST. 179,82 FEET; THENCE NORTH 89019'48" WEST, 210,24 FEET TO THE POINT OF BEGINNING, CONTAINING 0,8678 ACRES MORE OR LESS, NOTES 1, FIELD BEARINGS SHOWN ARE BASED ON THE SOUTH LINE OF SECTION 20. AS LINE BEING S,89019'48"E. 2, NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, 3, NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR EXISTENCE OF ANY UNDERGROUND UTILITIES, ENCROACHMENTS, IMPROVEMENTS, STRUCTURES OR FOUNDATIONS, UNDERGROUND UTILITY LINE LOCATIONS (IF SHOWN HEREON) ARE BASED UPON UTILITY PROVIDER ATLASES AND VISIBLE FACILITY EVIDENCE, THIS UTILITY LOCATION METHODOLOGY MEETS THE REQUIREMENTS OF A QUALITY LEVEL C AS DEFINED BY THE FEDERAL HIGHWAY ADMINISTRATION, UTILIZING THIS METHOD IT IS NOT UNUSUAL TO FIND THAT 15 TO 30 PERCENT OF THE UNDERGROUND UTILITIES ARE EITHER OMITTED OR ARE PLOTTED TWO FEET OR MORE IN ERROR. 4, RE-USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS INTENDED, WITHOUT WRITTEN VERIFICATION. WILL BE AT THE RE-USERS SOLE RISK AND WITHOUT LIABILITY TO THE SURVEYOR. NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE CERTIFIED TO, 5, ALL FOUND POINTS ARE UNMARKED UNLESS OTHERWISE NOTED, 6, THIS SURVEY IS NOT INTENDED TO SHOW THE LOCATION OR EXISTENCE OF ANY JURISDICTIONAL, HAZARDOUS OR ENVIRONMENTALLY SENSITIVE AREAS, 7, THE SITE APPEARS TO BE IN FLOOD ZONE AE (EL 9), ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 1250960128 G. (MAP INDEX NUMBER 12103CIND1A, MAP NUMBER 12103C0128G EFFECTIVE DATE SEPTEMBER 3. 2003), POLARIS ASSOCIATES, INC, AND THE SIGNING SURVEYOR HEREON ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS DETERMINATION, THE AUTHOR OF THE MAP, THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS SHOULD BE CONTACTED PRIOR TO ANY JUDGMENTS BEING MADE FROM THIS INFORMATION, THE ABOVE REFERENCED MAP STATES IN THE NOTES TO THE USER THAT "TH IS MAP IS FOR INSURANCE PURPOSES ONLY", 8, ANY ZONING INFORMATION SHOWN OR NOTED HEREON IS BASED ON INFORMATION AVAILABLE DURING THE PREPARATION OF THE SURVEY, THIS INFORMATION SHOULD BE VERIFIED WITH THE GOVERNING AUTHORITY PRIOR TO ANY DETERMINATIONS OR DESIGN, 9, UNLESS OTHERWISE INDICATED. THE PROPERTY DESCRIPTION AND EASEMENTS SHOWN WERE FURNISHED TO POLARIS ASSOCIATES, INC, AND ARE PRESUMED TO BE CORRECT. NO SEARCH OF ANY PUBLIC RECORDS. FOR EASEMENTS. DEEDS. ETC" WAS PERFORMED BY THIS FIRM FOR THE COMPLETION OF THIS SURVEY, 10, DESCRIPTIONS AND EASEMENTS SHOWN HEREON WERE TAKEN FROM A COMMONWEALTH LAND TITLE INSURANCE COMPANY. COMMITMENT FOR TITLE INSURANCE. ORDER NUMBER 40202750CA. EFFECTIVE DATE: FEBRUARY 13. 2004 AT 8:00 A,M.. ISSUED BY CAREY, O'MALLEY. WHITAKER & MANSON. PA ATTORNEYS AT LAW, 712 S, OREGON AVENUE. TAMPA, FLORIDA 33606-2543.813-250.0577, ITEMS LISTED IN SCHEDULE B . SECTION 2 LISTED AS FOLLOWS: ITEMS 1-6 NOT MATTERS OF SURVEY, ITEM 7 EASEMENT AND ASSIGNMENT OF EASEMENT TO THE CITY OF ST. PETERSBURG CREATED BY INSTRUMENT RECORDED IN DEED BOOK 1465, PAGE 184, SHOWN HEREON, ITEM 8 EASEMENT AND ASSIGNMENT OF EASEMENT TO THE CITY OF ST. PETERSBURG CREATED IN DEED BOOK 1465. PAGE 199, SHOWN HEREON, ITEM 9 EASEMENT(S) IN FAVOR OF FLORIDA POWER CORPORATION SET FORTH IN INSTRUMENT(S) RECORDED IN OFFICIAL RECORDS BOOK 4014, PAGE 1687, (DOES NOT AFFECT THIS SITE.) ITEM 10 EASEMENT(S) IN FAVOR OF FLORIDA POWER CORPORATION SET FORTH IN INSTRUMENT(S) RECORDED IN OFFICIAL RECORDS BOOK 4207. PAGE 353, (DOES NOT AFFECT THIS SITE.) ITEM 11 EASEMENT(S) IN FAVOR OF THE CITY OF CLEARWATER SET FORTH IN INSTRUMENT(S) RECORDED IN OFFICIAL RECORDS BOOK 4055, PAGE 394, SHOWN HEREON, ITEM 12 TERMS, CONDITIONS AND PROVISIONS OF THAT CERTAIN EASEMENT AGREEMENT BY AND BETWEEN MARTIN FINE, AS NOMINEE OF THE TRUSTEES OF REPUBLIC MORTGAGE INVESTORS. A MASSACHUSETTS BUSINESS TRUST. AND GLOBAL EQUITIES, INC,. A FLORIDA CORPORATION, RECORDED IN OFFICIAL RECORDS BOOK 4517. PAGE 1842 BLANKET EASEMENT. NOT SHOWN, ITEM 13 SUBJECT TO TERMS. CONDITIONS AND PROVISIONS OF THAT CERTAIN CROSS-PARKING AND UTILITY EASEMENT AGREEMENT BY AND BETWEEN BERNARD JACOBSON. AS NOMINEE OF THE TRUSTEES OF REPUBLIC MORTGAGE INVESTORS. A MASSACHUSETTS BUSINESS TRUST. AND LESLIE R BARTH ORGANIZATION. INC,. A CONNECTICUT CORPORATION. RECORDED IN OFFICIAL RECORDS BOOK 5127, PAGE 573, ITEM 14 SUBJECT TO TERMS. CONDITIONS AND PROVISIONS OF THAT CERTAIN AGREEMENT OF RECIPROCAL EASEMENTS BY AND BETWEEN REPUBLIC MORTGAGE INVESTORS. A MASSACHUSETTS BUSINESS TRUST. AND FORTUNE FEDERAL SAVINGS AND LOAN ASSOCIATION RECORDED IN OFFICIAL RECORDS BOOK 5037, PAGE 1634, (DOES NOT AFFECT THIS SITE.) ITEM 15 SUBJECT TO TERMS,CONDITIONS AND PROVISIONS OF THAT CERTAIN AGREEMENT BY AND BETWEEN BELLEAIR H & S CORPORATION, A FLORIDA CORPORATION. AND SHELL OIL COMPANY. A DELAWARE CORPORATION. RECORDED IN OFFICIAL RECORDS BOOK 3856. PAGE 824, ITEM 16 SUBJECT TO TERMS, CONDITIONS AND PROVISIONS OF THAT CERTAIN AGREEMENT BY AND BETWEEN THE CITY OF CLEARWATER. FLORIDA AND CITY NATIONAL BANK OF MIAMI, AS TRUSTEE UNDER LAND TRUST NO, 5255-3. RECORDED IN OFFICIAL RECORDS BOOK 4201. PAGE 1784, ITEM 17 EASEMENT(S) IN FAVOR OF FLORIDA POWER CORPORATION SET FORTH IN INSTRUMENTS(S) RECORDED IN OFFICIAL RECORDS BOOK 5922, PAGE 497, BLANKET EASEMENT. NOT SHOWN, ITEM 18 PHOSPHATE, MINERALS, METALS AND PETROLEUM RESERVATIONS AND RIGHTS IN FAVOR OF THE STATE OF FLORIDA, AS SET FORTH IN THE DEED FROM THE TRUSTEES OF THE INTERNAL IMPROVEMENT FUND. RECORDED IN OFFICIAL RECORDS BOOK 990, PAGE 240, (DOES NOT AFFECT THIS SITE,) 1, ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK AG0429 "CAMPUS G" HAVING AN ELEVATION OF 6,30 NORTH AMERICAN VERTICAL DATUM, 1988, 2, TREES 4"IN DIAMETER AND LARGER HAVE BEEN LOCATED WITH COMMON NAME AND APPROXIMATE DIAMETER BREAST HIGH, SMALLER TREES. NON-PROTECTED SPECIES (INCLUDING ORNAMENTALS) AND TREES WITHIN JURISDICTIONAL AREAS (IF ANY) HAVE NOT BEEN LOCATED CERTIFICATION TO: HUNTDOUGLAS REAL ESTATE SERVICES, INC, CAREY, O'MALLEY, WHITAKER & MANSON, PA COMMONWEALTH LAND TITLE INSURANCE COMPANY HD STAR 19 LLC, A FLORIDA LIMITED LIABILITY COMPANY THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR AL TNACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 1999. AND INCLUDES ITEMS 1-6, 7A1, 8-10, 11B, 13 AND 15 OF TABLE A THEREOF, PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA, NSPS, AND ACSM AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT PROPER FIELD PROCEDURES, INSTRUMENTATION AND ADEQUATE SURVEY PERSONNEL WERE EMPLOYED IN ORDER TO ACHIEVE RESULTS COMPARABLE TO THOSE OUTLINED IN THE "MINIMUM ANGLE. DISTANCE AND CLOSURE REQUIREMENTS FOR SURVEY MEASUREMENTS WHICH CONTROL LAND BOUNDARIES FOR AL TNACSM LAND TITLE SURVEYS," SURVEY DATE: 04/05/2004 DANIEL D, FERRANS. P,L,S, PROFESSIONAL LAND SURVEYOR NO, 3885 PROJECT: WENDY'S U.S. 19 @ BELLEAIR ROAD TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC SURVEY PREPARED FOR: HUNTDOUGLAS REAL ESTATE SERVICES, INC. POLARIS ASSOCIA TES INC. PROFESSIONAL SURVEYING LB 6113 2915 S.R. 590 SUITE 17 CLEARWATER, FLORIDA 33759 (727) 669-0522 DATE 04/05/04 CHECKED BY: D.D.F. SCALE: 1" = 20' DRAWN BY: G.R,M, OB NO, 02-2844 HEET 1 OF 1 ("~ r, \1 '. ~--