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612 BAYWAY BLVD25.0' I Top Of Bank Elev. = 5.00 Treatment Elev. = 4.56' Earth (Typ) I I _1 3'I Slope B.O.P. = 4.08' Cross Section "A-All Notes: 1. THE LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AS SHOWN AND IT IS THE CONTRACTOR "S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF THE UTILITIES PRIOR TO CONSTRUCTION IN THEIR VICINITY. 2. THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES IN THE AREA BEFORE BEGINNING CONSTRUCTION. NOTIFY "CANDY" 01 1 -800- 282 -8881 48 HOURS BEFORE COMMENCING WORK. 3. ALL UNDERGROUND UTILITIES MUST UE INSTALLED BEFORE BASE 6 SURFACE ARE CONSTRUCTED. 4. ALL INTERSECTIim EDGE OF PAVEMENT RADII ARE 2S' UNLESS OTHERWISE NOTED ON PLAN. S. ALL PRACTICABLE AND NECESSARY EFFORT SHALL BE TAKEN DURING CONSTRUCTION TO CONTROL AND PREVENT EROSION AND TRANSPORT OF SEDIMENT TO SURFACE DRAINS. 6. ALL PIPE LENGTHS ARE PLUS OR MINUS. 7. ALL SANITARY SEWER LINES ARE PVC OR AS NOTED ON PLANS. S. PIPE MEASUREMENTS ARE TO CENTER OF STRUCTURES. 9. ALL WATER MAINS ARE PVC. 10. ALL MATER MAIN LENGTHS ARE PLUS OR MINUS. 11. MATER MAIN TO BE 2.5' (MIN.) BELOW PROPOSED GRADE. 12. CONFLICT;, BETWEEN WATER AND STORM, SANITARY SEWER SYSTEMS ARE TO BE RESOLVED BY ADJUSTING WATER LINES AS NECESSARY. 13. ALL OPEN GREEN AREAS AND SHALES SHALL BE SODDED. 14. ALL SHALES AND RETENTION AREAS SHALL HAVE A MAXIMUM SIDE SLOPE OF 3:1 ANO SODDED. 15. ANY AREAS SUBJECT TO EROSION (GRASSED SHALES, ETC.) MUST BE STABILIZED BY SOLID SOD OR OTHER SUITABLE ALTERNATIVE. 16. ALL BACKFILL OVER ANY PIPE THAT IS TO BE INSTALLED UNDER ROADWAYS OR WJTHIN EMBANKMENTS, ETC. OF THE ROADWAY I9 TO BE COMPACTED TO 100% OF MAX. DENSITY IS DETERMINED BY AASHTOT -99 AND PER D.O.T. SPECIFICATIONS, SECTION 125.8.3, 1982 EDITION. 17. FUGITIVE DUST OCCURRING DURING CONSTRUCTION SHALL BE CONTROLLED BY SPRINKLERS. 16. THERE MILL BE NO ON SITE BURNING. 19. OWNER MILL MAINTAItI RETENTION AREAS. 20. ALL CONCRETE FOR SPILLWAYS, CONTROL STRUCTURE ETC., SHALL BE 3000 P.S.I. 21. ALL DRAINAGE STRUCTURES MUST BE CONSTRUCTED PER FLORIDA DEPARTMENT OF TRANSPGRTATIIIN ROAD DESIGN STANDARDS. MITERED END SECTION AS PER O.O.T INDEX NO 272 AND NO. 273 (4:1 SLOPES). Erosion Control: DETENTION AREAS AND SWALES SHALL BE ROUGHED IN INITIALLY TO GENERATE SITE FILL AND INTERCEPT CONSTRUCTION RUNOFF. CARE SHALL BE EXERCISED TO PREVENT DISTURBANCE TO THE NATURAL VEGETATION IN PHASES NOT PROPOSED FOR IMMEDIATE CONSTRUCTION. AS SOON AS PRACTICAL, ALL FINISHED SLOPES AND DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO PREVENT EROSION. Proposed Scum Baff le 3:1 Slope - Existing Concrete Seawall Top Elevation = 4.58' S.H.W. /Tidal Elevation = 3.00' (Pinellas County) Maintenance /Operation: The Maintenance And Operation Of The Proposed Stormwater Retention System Is The Sole Responsibility Of The Owner. The Following Steps Should Be Taken To Ensure Proper Operation Of The System. I. The Proposed Retention Pond And All Access Areas Are To Be Sodded, Then Mowed On A Regular Basis. 2. Any And All Sediment Which May Accumulate On The Pond Bottom Must Periodacly Be Removed. 3. The OutfaII Control Orifice Shall Be Kept Clear Of Any Obstructions. Failure To Maintain The Stormwater System As Required Could Cause The System To Become Inoperable. If That Should Occur You Will Be In Violation Of Your Stormwater Permit. Drainage Information: Treatment Volume: Due To The Proposed Discharge Of Treated Stormwater Into Clearwater Harbor (Oustanding Florida Waters), The First 3/4" Of Rainfall Must Be Treated. S.F. x Rainfall x llt /ft. = Treatment Volume 7623 x .75= 12 = 476.43 Cubic Feet I Treatment Volume ?Provided @ EIevati 456' = 499.45 C.F Historic Peak Disctarge Q =CiA Q= .�Ox.18x7.5= .27C.FS. bvq�ce Flow Equation: Q = CoA Note: Co Is A CoEff icient 0 (S.W.F.W.M.D. ) A= TrD2 /4 A =TT. - 6605 CoA = (.6) .066 -3.96 .0396 2.2) .50 = .22471 Orifice = .22 C. FS. Legal Description LOT 8, BLOCK At BAYSIDE SUBDIVISION NO. 5, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOR 38 6 39 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. Flood Information: THE ABOVE DESCRIBED PROPERTY APPEARS TO BE IN ZONE 1 -12 IN ACCORDANCE WITH THE FLOOD MAP OF THE CITY OF CLEARWATER (PINELLAS COUNTY) COMMUNITY PANEL NO. 123096- 0014 -1. MAP REVISED JUNE 1, 1983. FLOOD LEVEL @ 12.0 A.M.S.L. Site Information 1 Building Area = 1,444.00 Paved Area = 2,950.00 Retention Area = 1,380.00 Green Area = 11849.00 Total Site Area = 7,623.00 Sq. ft. or .18 Acres Parking Information The Following Parking Calculations Are In Accordance With Section 136.022 Of The Uniform Development Regulations For The City Of Clearwater. # 5 Restaurants . Floor Area= 1, 444 S.F 1, 444 S. F. a I Space Per Every 100 S. F = 14.44 Spaces 0 14.44 Spaces x .5( Beach Factor) = 7.22 Spaces Required D t W H 313460 5.61' xC,'--. Existin 9 2 Valley Curb - E•-� _� 0 0� Pavement Specifications: I PC- I Asphaltic Concrete _F Smooth Finish 8" Limerock Base Compacted To 98% Maximum Density Per AASHTO T -180. 12" Sub -base Compacted To L.B.R . 40. $ /V d - North Site Plan Scale : I " = 10' C/e(7'rW4t er N4rbor Proposed Scum eaffl e C�� t3 H.W / Tidal y Pinellas �untlevatio peter y Engireeringmined 3 I W i� Ca►cr e F et lu yPi '� PS.I. Conc. 0'e, c",) W. M- 5 4.0 3000 PSI SideWQIk - 4 (► er Comic Concrete W / W w ck Sub Grade . Note: Refer To QrSewer Ad chitectural PI ns Exact Line Locations "Concrete Cum (TYP "cal Both Sides) J� 817 50 % Front Yard Setback Meter w°�r "��C'� x 5.60' F W /Boc eventer �GV Existi "Water � PO(' M1 To e Line o N Pen Cut For Co��ectp � Of �yw ya Blvd. � FOR PERMIT PURPOSES ON oa,E ;�. . Location Map Legend F 5.00 Proposed Grade 5.00' Existing Grade 1 --> Direction Of Flow Arrow Landscape Information: i Plant Material Shall Conform To The Standards For Grade # I Or Better As Given In The Latest "Grades And Standards For Nursury Plants, Parts I and I I ", Florida Dept. Of Agriculture And Consumer Services. At Time Of Planting,Trees Are To Be 8' In Height. Shrubs Are To Be A Min. Height Of 18" Spaced On 36 "Centers. Sod Is To Be Floritam . Symbol Quantity Type 2 Laurel Oaks 80 Japanese Pittosporum Curve Information: I - I Q R 1000.00 A = 53.60' = 03 °04' 16" CH. = 53.59' C.B. = S76 °35' 14 "E Q R' = 5000.00' A = 6.28' A = 00 °04' 18" CH. = 6.28' C.B. = N78 °05' 12" W i - © R - 3200.00 � MM A = 60.12' Ov A = 01 °04'38" N CH. = 60.12' of Co-oa � C.B. = N78 °39'39 "W �8 ��O�NGOEP ® R = 4880.00' A = 6.11' A = 00° 04' 18" LY CH. = 6.11' C.B. = N78°05' 12 "W THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND LPROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 4- ATE 9 -4 -90 C V ZJ V co w� LO 0 v rTTTY I" �nv`` W _0 M_ • III W � ... Z LL WJ N •� Z z Q v 0 O 2 Z W O O) W r- V O � Y \9 Site Plan DESI•NED BY r R.M.B. DRAWN •Y- D.M.H. CHECKED BY' SCALE: As Noted JOB NO. 9019 SHEET C1 OF C1 ATE 9 -4 -90 V ZJ V co w� LO 0 ZV rn aC _ Q M_ • III W � ... Z LL WJ Z z Q 0 O 2 Z O) W r- 0 _ Z CO W Z � C!1 w Site Plan DESI•NED BY r R.M.B. DRAWN •Y- D.M.H. CHECKED BY' SCALE: As Noted JOB NO. 9019 SHEET C1 OF C1