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FLD2008-12033 (2)FLD2� 00�81' 1.2-033 619 S GULFVIEW BLVD S E'HA"'-& BEACH RESORT PLANNER OF RECORD: Wes' ATLAS # 285A ZONING: T LAND USE: RFH RECEIVED: 12/01/2008 INCOMPLETE: COMPLETE: MAPS: PHOTOS: STAFF REPORT: DRC: I Mil ' Oil 11 -7)Dl7;-t- CDB: 101 zeoov IIOL81 ➢Vp xQo$w00vvzw FILE Z'4 Z CLWCoverSheet i C r -_ PLANNING DEPARTMENT Alex Azan Keith Zayac & Associates P.O. Box 1156 Safety Harbor, FL 34695 CITY OF C L EARWAT ER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLEAVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAx (727) 562 -4865 November 30, 2009 RE: Development Order — Case No. FLD2008 -12033 (Related to DVA2008- 00002) 619 S. Gulfview Boulevard Dear Mr. Azan: This letter constitutes a Development Order pursuant to Section 4- 206.D.6 of the Community Development Code. On November 17, 2009, the Community Development Board reviewed your request for (1) Flexible Development approval to permit the redevelopment of an existing 96 -unit overnight accommodation use in the Tourist (T) District to a 186 -unit overnight accommodation use with a lot area of 2.37 acres (zoned T District), a lot width of 243 feet along S. Gulfview Blvd. (north), a front (north) setback of 15 feet (to existing building), 11.2 feet (to proposed building), 6.5 feet (to proposed sidewalk) and 6.79 feet (to proposed pavement), a side (east) setback of 9.58 feet (to existing waverunner accessory building) and 1 5.44 feet (to proposed buildino ;md (jP-ckinog a $idP-. (wP-.Ct) CP. .thick Qf 7.PTQ feet (t() f- Xktincr building, pavement and decking), a rear (south) setback of 22 feet (to existing building), 59.25 feet (to proposed building) and zero feet (to existing/proposed patio decking), a building height of 134 feet (to top of roof deck) and a total of 384 parking spaces (self- park and valet in existing garage; valet -only in new garage), as a Comprehensive Infill Redevelopment Project, under the provisions of Section 2- 803.C; and (2) Increase of the permitted density by the allocation of 68 overnight accommodation units from the Hotel Density Reserve created pursuant to Beach by Design. The Community Development Board (CDB) APPROVED the application with the following Findings of Fact, Conclusions of Law and Conditions of Approval: Findings of Fact: 1. The 2.689 total acres (2.37 acres zoned Tourist District; 0.319 acres zoned Open Space /Recreation) located on the south side of S. Gulfview Boulevard approximately 600 feet east of Hamden Drive; 2. The site is comprised of two parcels; 3. The proposal is to construct a 186 -unit overnight accommodation use at a density of 78.48 rooms /acre, which includes the allocation of 68 units from the Hotel Density Reserve under Beach by Design; 4. A companion Development Agreement (DVA2008- 00002) that must be approved by City Council is also on this CDB agenda is, providing for the allocation of the 68 units from the Hotel Density Reserve; n o "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" I •' Y November 30, 2009 Azan — Page 2 5. The proposal includes retaining the existing parking garage, restaurant, nightclub and 46 hotel rooms in the existing buildings on the western portion of the site; 6. The proposal includes the construction of a new building on the east side of the property with 140 hotel rooms at a height of 134 feet (to the top of the flat roof deck) 7. This proposal complies with the maximum building height allowable under Beach by Design and with approved and existing buildings between S. Gulfview Boulevard and the Gulf of Mexico; 8. On -site parking will be increased through the construction of a garage in the new building with 164 total parking spaces, in addition to the 220 parking spaces in the existing parking garage, for a total of 384 parking spaces; 9. The proposal includes setback reductions from all property lines; 10. Since this proposal was submitted prior to the Code amendments moderating hotel densities based on the amount of accessory uses, upon construction of this hotel, this site will become a nonconforming use due to number of rooms; 11. Since this proposal was submitted prior to some of the Code amendments moderating hotel densities and intensities based on the amount of accessory uses, upon construction of this hotel, this site will become a nonconforming due to the number of parking spaces provided; and 12. There is no outstanding Code Enforcement issues associated with the subject property. Conclusions of Law: 1. That the development proposal is consistent with the Standards as per Tables 2 -801.1 and 2 -803 of the Community Development Code; 2. That the development proposal is consistent with the Flexibility criteria as per Section 2 -803.0 of the Community Development Code; 3. That the development proposal is consistent with the General Standards for Level Two Approvals as per Section 31-91-1 of the Community Development Code; and 4. That the development proposal is consistent with the Design Guidelines of Beach by Design. Conditions of Approval: 1. That approval of this Flexible Development case is subject to the approval of a Development Agreement with the City (Case DVA2008- 00002); 2. That, prior to the issuance of any permit, a Declaration of Unity of Title be recorded in the public records. In addition, prior to the issuance of any permits, the owner shall request the two existing parcels be combined into one parcel by the Pinellas County Property Appraisers office; 3. That the final design and color of the buildings be consistent with the elevations approved by the CDB; 4. That the freestanding sign be a monument -style sign, be designed to match the exterior materials and color of the building and be a maximum height of four feet, unless approved at six feet high through a Comprehensive Sign Program. All attached signage shall meet Code requirements, including the signage indicated as part of the water feature; 5. That landscaping material on the metal mesh screening panels on the existing or proposed parking garages be not trimmed to create any signage, unless such is approved through a Comprehensive Sign Program; 6. That, prior to the issuance of any permit, the applicant demonstrate the proposed stormwater vaults drawdown in 24 hours or less based on a double ring infiltration test result; 7. That, prior to the issuance of the building permit, the overhead door presently proposed on the northeast side of the new building be eliminated, or relocated closer to the beach area and be reduced November 30, 2009 Azan — Page 3 in size to not exceed 12 feet in width and height and the storage location of the beach equipment be indicated on all appropriate plans; 8. That the cabanas on the ground floor be used for storage only, in compliance with all Federal Emergency Management Administration (FEMA) rules and guidelines for velocity zones. Evidence of this restriction of use, embodied in deed restrictions or like forms, shall be submitted to the Building Official prior to the issuance of the Certificate of Occupancy; 9. That, should the existing waverunner but be relocated to install the drainage pipes in accordance with the submitted plans, this structure be brought into compliance with FEMA regulations; 10. That, prior to the issuance of a Certificate of Occupancy for the new building, the existing carport- type structure on the west side of the existing building be trimmed back to the west property line, with documentation provided to the Planning and Development Department; 11. That the books and records pertaining to use of each hotel room be open for inspection by authorized representatives of the City, upon reasonable notice, in order to confirm compliance with the Hotel Density Reserve criteria of Beach by Design as allowed by general law; 12. That any applicable Public Art and Design Impact Fee be paid prior to the issuance of any permits; 13. That all Parks and Recreation fees be paid prior to the issuance of any permits; and 14. That, prior to the issuance of any permit, all requirements of General Engineering, Stormwater Engineering, Traffic Engineering and the Fire Departments be addressed. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (November 17, 2010). All required certificates of occupancy shall be obtained within two years of the date of issuance of the initial building permit. The building permit must be obtained within six months of the initial permit application. This timeframe to obtain the initial building permit may be extended for an additional six months for cause by the Community Development Coordinator. Times frnmPC rin not chnnoP with Cllcces SiVP num Prz Tlip I nmmnnify nPVal r%"MPY t Coordinator may grant an extension of time for the Flexible Development approval for a period not to exceed one year and only within the original period of validity. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4 -502.13 by the applicant or by any person granted party status within 14 days of the date of the CDB meeting. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on December 1, 2009 (14 days from the date of the CDB meeting). If you have any questions, please do not hesitate to call Wayne M. Wells, Planner III, at 727 -562 -4504. You can access zoning information for parcels within the City through our website: ��, ��- �v.myclearl�- ater.com!g<}vdc its -` Manning. , ., November 30, 2009 Azan — Page 4 Sincerely, Michael De , AICP Planning Director S:IPlanningDepartmentlCDBIFLEX( FLD) IhinctiveorFinishedAppl icationslGu lfvieivS0619Sliephoi -ds(T) 2009.11 -Approved - WWGaljview S 0619 FLD Development Order 11.30.09.doc t y AkA Y. LINE F TAPERED EXI TI FIN B TTOM -_ - _S DECORATIVE METAL �SCREEMNG PANEL SYSTEM, _ - - - -t -= - _ ---- - - - - -- -\ ` EXISTING 1 A A \ 1 ' -2" II LINE OF TAPER D `��` LANDSCAPE 1 H �1 \ 16' -3" II FINS ABOVE �` o \ 12 2 1 II 11 7 13a = _ _ 11I 6 LIMITS OF II I II ❑ i ❑ RENTAL E II 10 15 I 5 WDSI13A&E 1 1a -- - - -- - --- - - - - -- -_ ONE -WAY 70, 8 13 I 3 I DRIVE c rm I 1 -_._ _ i - '- -- - - - _ - - —__' 1 - EXISTING PARKING - I 17 1 2 - -- _ GROUND FLOOR I EXISTING I ` DSCAP , ODRIVE Y it -� (.. -.-- � STORE LANDSCAPE 4 16a - - - - �� - - a DRIVE III it I J-0 16 _ _ — - - - -- — I �Q: - _USn_rn, TWO WAY L� •1 EXISTING DRIVE DRIVEWAY f Ifi L K H.6 H.1 T�' G - I, 15.6 — F-_ _ - - - -- —1 -- - - -- — - — 15.6 - 1 PORTE I / 15 - Jl � ❑ _ I C j O C_ HERE =EXISTING NG EE � �I G EXISTING ' - ----- - - - - - ELE ORS EX TIN HIR EXISTING EXISTING S AIR S AIR - 9 - LOBBY ENTRY O E Y i ` 4 - - (�i I -,�.s ,�.��o�� -,�,�- �1 PICK -UP/ 13 21 DR P -OFF w I EXISTING I - - - - - - - - - - EXISTING ADIN _ 4 ADMIN - j M COMPACTOR / I � STORAGE - -� NEW • I 11 - I FXISTIIUG - t COLLONADE I (BO H) -- _ _ - - - -� - - -- - a� LITER WALL FEATURE EXISTI G EXISTING � MEN' KITCHEN ' L p EXISTING _WOMEN'S XISTIN ` NEW LU T I ------ - - - - -- - - - - -- -- l I BAR I POOL I EXISTING - - BUFFET _- s� I I I I _ _ - rol ❑ _ a B 6 E73 EXISTING EXISTING I " s - _ - / EXISTING LOUNGE" NIGHTCLUB I I (I RESTAURAN T� I ° - 1 NEW SNACK BAR 1 NEW ESTROOM EXISTING REDESIGN ' 71 - - - - - - RAGE KITCHEN f� - �- REDESIGN RESTROOM 2 XIS>, 1 i - E_ LEV EXISTING DINING �- �I i I XIN REDESIGN BAR 1 H 1 - EXISTING TIKI BAR HUT LANDSCAPE LANDSCAPE - L 1 EXISTING SEAWALL 1 / 1%0, I EXISTING BANDSHELL TO REMAIN (NOT PART OF THIS APPLICATION) pROpso I.IN� r EXISTIN � 00 NDSHELL 1 I i 1 1 I 1 zl JI W O. O CL 1 i 1 WATER FEATURE :. SERVICE AREA INCLUDING STAIR" ELEVATORS AND BACK- OF -HOUSI FUNCTIONS EISTING BUILDING TO BE DEMOI I; AND RENOVATED ADDITION TO EXISTING BUILDING SHADED WALLS INDICATES NEW CONSTRUCTION i7-3 MARUM i UATf Uen nnevuir_ co, EXISTING LIFT STATION TO REMAIN FLOOR LEVEL GSF I HOTEL UNITS OVERFLOW REGULAR H/C TOTAL GROUND LEVEL 20,211 07/06/2009 6 + 9 + 1 = 16 200 LEVEL 18,696 - 11 + 36 + - = 47 300 LEVEL 20,480 26 - 13 + 36 + - = 49 400 LEVEL 18,847 - 10 + 42 + - = 52 500 LEVEL 20,576 - 7,941 + 15,385 10 6 32 - 600 LEVEL 21,038 20 10 4 34 - = 38 700 LEVEL 16,571 20 - 21 - = 21 SUBTOTAL: 800 LEVEL 16,571 20 900 LEVEL 16,571 20 TOTAL: 1 150,733 46 1000 LEVEL 16,571 20 1100 LEVEL 15,460 20 1200 LEVEL 15,460 20 1400 LEVEL 14,898 40 + 123 + 1 TOTAL: 1 231,9501 1 TOTAL: 164 FLOOR LEVEL GSF I HOTEL UNITS JVERFLOW REGULAR HIC TOTAL DRC COMMENTS HOTEL + GARAGE 07/06/2009 DRC COMMENTS N0.310/01/2009 NOT FOR CONSTRUCTION GROUND LEVEL 19,676+ 11,389 - - 14 1 = 15 200 LEVEL 16,513+ 14,036 7 6 26 - = 32 300 LEVEL 7,941 + 15,385 9 6 32 - = 38 400 LEVEL 7,941 + 15,385 10 6 32 - = 38 500 LEVEL 7,941 + 15,385 10 6 32 - = 38 600 LEVEL 7,941 + 11,200 10 4 34 - = 38 700 LEVEL - 21 - = 21 SUBTOTAL: 67,953+ 82,780 - SUBTOTAL: 28 + 191 + 1 TOTAL: 1 150,733 46 TOTAL: 220 0 j;')l).ft, SHEPHARD'S BEACH RESORT CLEAR WATER, FLORIDA PREPARED FOR: SHEPHARD'S BEACH RESORT 619 SOUTH GULFVIEW BOULEVARD CLEAR WATER BLEACH, FLORIDA 33767 PHONE: 727.442.1507 CONTACT: WILLIAM M. SHEPARD Oscar I. Garcia, AI A Architect • 318 S.E. 8th Sheet Fort Lauderdale Florida, 33316 TEI: 954 °462° 1090 Fax: 954 °462.9040 www.garcloarchited.com FL Lla AR0012551 USMLla 652A SC Lic: 5708 NO COPIES, TRANSMISSIONS, REPRODUCTIONS, OR ELECTRONIC MANIPULATION OF ANYPOMION OF THESE DRAWINGS IN WHOLE OR IN PART ARE TO BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF OSCAR 1° GARCIA, A,LA, ARCHIIECr, ALL DESIGNS INDICATED IN THESE DRAWINGS ARE PROPERTY OF OSCAR 1° GARCIA, ALA. ARCHTTECL ALL COPYRIGHTS RESERVED 0 2007. CONSULTANTS: LANDSCAPE ARCHITECT: KEITH ZAYAC &ASSOCIATES, INC. 701 ENTERPRISE ROAD EAST, SUITE 404 SAFETY HARBOR, FLORIDA 34695 PHONE: (727) 793 -9888 CONTACT: KEITH ZAYAC CIVIL ENGINEER: KEITH ZAYAC & ASSOCIATES, INC, 701 ENTERPRISE ROAD EAST, SUITE 404 SAFETY HARBOR, FLORIDA 34695 PHONE: (727) 793 -9888 CONTACT: KEITH ZAYAC STRUCTURAL ENGINEER: TRCWW 3590 NW 56TH STREET FORT LAUDERDALE, FLORIDA 33309 PHONE: (954) 484 -7777 CONTACT: MARCUS UNTERWEGER REV. DATE: ISSUE HISTORY NO,1 04/01/2009 DRC COMMENTS NO.2 07/06/2009 DRC COMMENTS N0.310/01/2009 NOT FOR CONSTRUCTION DRC COMMENTS r DRAWN BY: CJ / BH DATE: 12.01.2008 CHECKED: OIG SHEET TITLE: GROUND OCT 16. Ld DEVELOPMENT SERVICES DEPT R SET TITLE: DRC SUBMI NOT FOR CONSTRUCTION JOB NO: 0820 DRAWN BY: CJ / BH DATE: 12.01.2008 CHECKED: OIG / '�," •; 2 EXISTING JET NOTE: S � .•',,.Y � a• , "if. TO REMAIN. Q THERE ARE 220 REGULAR HANDICAPPED AND OVERFLOW PARKING SPACES IN THE EXISTING GARAGE, AND 164 REGULAR, HANDICAPPED, AND OVERFLOW PARKING SPACES IN THE NEW GARAGE, FORA TOTAL OF 384 PARKING SPACES OVERALL. ' N I QUEUING IN THE ENTRY DRIVE PROVIDES FOR THE STACKING OF 16 '•,M' °� •;? ' CARS. GROUND LEVEL PLAN �� _ � �� THE VERTICAL CLEAR HEIGHT OF EACH GARAGE FLOOR LEVEL IN [ �- �`;�, ': *•i,�•,��_;. SCALE: 1/16" 1 -0 20,211 SF Q VEHICLE AND PEDESTRIAN TRAFFIC AREAS SHALL NOT BE LESS THAN Q 2 7' -0" OTHER THAN THE VAN ACCESSIBLE PARKING WHICH SHALL NOT 2 JI J� �, J� ^ � �xl I _ -DECORATINV TAL MESH IT T SCREENING PI SYSTEM, 22 DECORATIVE M T MESH� 35 p 34 33 41 22 16 23 17 31 39 24 18 EXISTING PARKING _JE GARAGE eL L 301 --,A- _ ---1 251 2ND FLOOR 119 29 37 20- 26 1 281 136 I 271 121 L\ �13 D B •' A PORTE T, H.6 T COCHERE BELOW R, Als 1--OPEN TO -==STAIR ELE F- BEL6W n14 ---LmsTI G- (BO l) I-I L 6 E EXISTING ,-- NIGHTC-Lav- EXIST. TIKI OAROOF EXIST. LBUSINESS CENTER EXISTING MEETING ROOM r; Njmii '- 11 , `-111 #7 #6 #5 J #4 #3 EXISTING HOTEL ROOMS EXISTING ROOF BELOW EXIST. OFFICE - OFFICE — E IS T. _ EX ST. � S TO R. SOR - EXISTING BANDSHELL- TO REMAIN (NOT PART OF THIS APPLICATION) � OF 2\ ROOF BELOW NEW POOL BELOW 11 fi�--'111111 ACTIVITY DECK 0007 0 0 LEGEND WATER FEATURE F ti • SERVICE AREA INCLUDING STAIRS, ELEVATORS AND BACK-OF-HOUSE FUNCTIONS EISTING BUILDING TO BE DEMOLISHED AND RENOVATED ADDITION TO EXISTING BUILDING SHADED WALLS INDICATES NEW `'SHADED 71- DASHED i-HATC�ED-PARKING SPACE INDICATE OVERFLOW PI-KING FOR OPERATING AT M :M ND�'�`-_.. AA B8 CC DD FF t STAIR. '-j M OPEN TO M L 44 F, 43 PARKING 42 GARAGE 241-Oft U4 53 59 40 52 58 -j 39 51 157 4.1 73 50 56 37 ALUMINUM SCREEN SYSTEM, SEE C-i 9 SHEETS A-20 THRU A-22 FOR 49 155 1 MORE INFO. 36 CIO Zo 48 54 35 241-011 ,__- 3 4 0 47 PARKING 2 SPACES C14 3a / 7 at 28 27 26 25 24'- 23 4. �A 2 22 21 20 # 1 9 18 17 STAIR #4 00 7 00 11 411. IIII'' RM AWNING TO BE PP tv iY SHEPHARD'S BEACH RESORT CLEAR WATER, FLORIDA PREPARED FOR: SHEPHARDS BEACH RESORT 619 SOUTH GULFVIEW BOULEVARD CLEAR WATER BLEACH, FLORIDA 33767 PHONE: 727.442,1507 CONTACT: WILLIAM M. SHEPARD Oscar I Garcia, AI• Architect • 318 51, 8th Street Fort Lauderdale Florida, 33316 TEI: 954.462,1090 A R C H I T E C T Fax 954.462,9040 www.garcloorchtd.corn FL Llc: AM 2551 USM Uc: 652A SIC Lic: 5708 NO COPIES, TRANSMISSIONS, REPRODUCTIONS, OR ELECTRONIC MANIPULATION OF ANY PORTION OF THESE DRAWINGS IN WHOLE OR IN PAM ARE TO BE MADE WITHOUT THE MESS WEN PERMISSION OF OSCAR 1, GARCIA, ALA ARCHITECT. ALL DESIGNS INDICATED IN THESE DRAWINGS ARE PROPERTY OF OSCAR I. GARCIA, ALA ARCHITECT. ALL COPYRIGHTS RESERVED @ 2007. CONSULTANTS: LANDSCAPE ARCHITECT: KEITH ZAYAC & ASSOCIATES, INC. 701 ENTERPRISE ROAD EAST, SUITE 404 SAFETY HARBOR, FLORIDA 34696 PHONE: (727) 793-9888 CONTACT: KEITH ZAYAC CIVIL ENGINEER: KEITH ZAYAC & ASSOCIATES, INC. 701 ENTERPRISE ROAD EAST, SUITE 404 SAFETY HARBOR, FLORIDA 34695 PHONE: (727) 793-9888 CONTACT: KEITH ZAYAC STRUCTURAL ENGINEER: TRCWW 3590 NW 56TH STREET FORT LAUDERDALE, FLORIDA 33309 PHONE: (954) 484-7777 CONTACT: MARCUS UNTERWEGER THESE DRAWINGS, ALONG WITH THE ENGINEERS DRAWINGS, INTERIOR DESIGNERS DM\MNGS, AND PROJECT MANUALS CONSTTTUIE A SINGULAR CONTRACT DOCUMENT AND MUST BE USED TOGETHER IN THEIR ENTIRETY IN THE CONSTRUCTION OF THIS PROJECT, REV. DATE: ISSUE HISTORY NO. 1 04/01/2009 DRC COMMENTS NO.2 07/06/2009 DRC COMMENTS NO. 3,10/01/2009, NOT DRC COMMENTS JOB NO: 0820 DRAWN BY: CJ /Iffi-- DATE: 12.01.2008 CHECKED: OIG SHEET TITLE: 200 LEVEL PLAN OCT 16?" SET TITLE: a djt B L ffQU NOT FO QFS & ap JOB NO: 0820 DRAWN BY: CJ /Iffi-- DATE: 12.01.2008 CHECKED: OIG .-I Its IN NOTE: THE VERTICAL CLEAR HEIGHT OF EACH GARAGE FLOOR LEVEL L 0 200 LEVEL PLAN IN VEHICLE AND PEDESTRIAN TRAFFIC AREAS SHALL NOT BE LE�SS TH 71-0" OTHER THAN THE VAN ACCESSIBLE PARKING WHICH SHALL NOT SCALE: 1/16" = F-0" 18,696 SF BE LESS THAN 8'-2" rDECORATIVE METAL MESH SCREENING PA�EL SYSTEM, 2 t / _ _r --- __ --- __ — ____ — L TTI W77- 67 66 65 73 51 42 641 -T7T- 52 43 6 63 71 53 44 ____ �')� EXISTING PARKING E CE GARAGE -170_ 541 3RD FLOOR 145 61 69 46_ 55 601 168 1 561 147 r 59 48 58 49 K H.6 H.1 5 50 _T_T E�- ffi --E] �ITG C I E1 1 G IN ELE RS IR #12 #13 EXISTING #14 HOTEL ROOMS #15 #16 #17 EL H MECHANICAL EQUIPMENT BELOW EXISTING ROOF BELOW EXISTING ROOF BELOW i � I II EXISTING BANDSHELL- TO REMAIN (NOT PART OF THIS APPLICATION) to I ,q 24f-011 90 102 108 89 88 w 101 1107 100 106 BY //F////1 rte% "r- C-4 —ALUMINUM SCREEN SYSTEM, SEE M II SHEETS A-20 THRU A-22 FOR MORE INFO. LEGEND WATER FEATURE F771 SERVICE AREA INCLUDING STAIRS, ELEVATORS AND BACK-OF-HOUSE FUNCTIONS EISTING BUILDING TO BE DEMOLISHED AND RENOVATED ADDITION TO EXISTING BUILDING SHADED WALLS INDICATES NEW C NS!RUCTION F/7 DASHED SPACE INDICATE OVERF-ROW-PARKING FOR OPERATING AT PEAK DEMAND.;Z�—, ow � 16 97 11 �1103 241-011 91 49 PARKING I I I I N I I SPACES 77 76 75 74 73 72 9 50 71 70 69 F 68 67 66 -STAIR #4 80 #2 STAIR N NOTE: THE VERTICAL CLEAR HEIGHT OF EACH GARAGE FLOOR LEVEL 300 LEVEL PLAN IN VEHICLE AND PEDESTRIAN TRAFFIC AREAS SHALL NOT BE LESS THAN SCAILE: 1/16" = 1'-0" 20,480 SF 7'-0" OTHER THAN THE VAN ACCESSIBLE PARKING WHICH SHALL NOT BE LESS THAN 8'-2" p" SHEPHARD'S BEACH RESORT CLEAR WATER, FLORIDA PREPARED FOR: SHEPHARD'S BEACH RESORT 619 SOUTH GULF\AEW BOULEVARD CLEAR WATER BLEACH, FLORIDA 33767 PHONE: 727.442.1507 CONTACT: WILLIAM M. SHEPARD Oscar I. Garcia, AIA Architect 318 S, E, 8th Street Fort Lauderdale Fbrlda,33316 TEI: 954.462.1090 A R C H I T E C T Fcc<: 954.462.9040 www.garclaorchlted.com FL ft AR001 2551 USM Lic: 652A SC Llo: 5708 NO COPIES, TRANSMISSIONS, REPROIDUC[IONS, OR ELECTRONIC MANIPULATION OF ANY PORTION OF THESE DRAWINGS IN WHOLE OR IN PART ARE TO BE MADE W[TH(Xff THE EXPRESS WRITTEN PERMISSION OF OSCAR I. GARCIA, ALA ARCHITECT. ALL DESIGNS INDICATED IN THESE DRAWINGS ARE PROPERTY OF OSCAR 1, GARCIA, ALA, ARCHITECT, ALL COPYRIGHTS RESERVED @ 2007. CONSULTANTS: LANDSCAPE ARCHITECT: KEITH ZAYAC & ASSOCIATES, INC. 701 ENTERPRISE ROAD EAST, SUITE 404 SAFETY HARBOR, FLORIDA 34695 PHONE: (727) 793-9888 CONTACT: KEITH ZAYAC CIVIL ENGINEER: KEITH ZAYAC & ASSOCIATES, INC, 701 ENTERPRISE ROAD EAST, SUITE 404 SAFETY HARBOR, FLORIDA 34695 PHONE: (727) 793-9888 CONTACT: KEITH ZAYAC STRUCTURAL ENGINEER: TRCWW 3590 NW 56TH STREET FORT LAUDERDALE, FLORIDA 33119 PHONE: (954) 484-7777 CONTACT: MARCUS UNTERWEGER THESE DRAWINGS, ALONG WITH THE ENGINEERS DRAWINGS, INTERIOR DESIGNERS DRAWINGS, AND PROJECT MANUALS CONSTITUTE A SINGULAR CONTRACT DOCUMENT AND MUST BE USED TOGETHER IN THEIR ENTIRETY IN THE CONSTRUCTION OF THIS PROJECT. REV. DATE: ISSUE HISTORY NO. 1 04/01/2009 DRC COMMENTS NO.2 07/06/2009 DRC COMMENTS NO.3 10/01/2009 DRC COMMENTS SET TITLE: DRC S EaNT SiRrRVtrE NOT FOR C EA. JOB NO: 0820 13 DRAWN BY: CJ / BH DATE: 12.01.2008 CHECKED: OIG 6 63 71 53 44 ____ �')� EXISTING PARKING E CE GARAGE -170_ 541 3RD FLOOR 145 61 69 46_ 55 601 168 1 561 147 r 59 48 58 49 K H.6 H.1 5 50 _T_T E�- ffi --E] �ITG C I E1 1 G IN ELE RS IR #12 #13 EXISTING #14 HOTEL ROOMS #15 #16 #17 EL H MECHANICAL EQUIPMENT BELOW EXISTING ROOF BELOW EXISTING ROOF BELOW i � I II EXISTING BANDSHELL- TO REMAIN (NOT PART OF THIS APPLICATION) to I ,q 24f-011 90 102 108 89 88 w 101 1107 100 106 BY //F////1 rte% "r- C-4 —ALUMINUM SCREEN SYSTEM, SEE M II SHEETS A-20 THRU A-22 FOR MORE INFO. LEGEND WATER FEATURE F771 SERVICE AREA INCLUDING STAIRS, ELEVATORS AND BACK-OF-HOUSE FUNCTIONS EISTING BUILDING TO BE DEMOLISHED AND RENOVATED ADDITION TO EXISTING BUILDING SHADED WALLS INDICATES NEW C NS!RUCTION F/7 DASHED SPACE INDICATE OVERF-ROW-PARKING FOR OPERATING AT PEAK DEMAND.;Z�—, ow � 16 97 11 �1103 241-011 91 49 PARKING I I I I N I I SPACES 77 76 75 74 73 72 9 50 71 70 69 F 68 67 66 -STAIR #4 80 #2 STAIR N NOTE: THE VERTICAL CLEAR HEIGHT OF EACH GARAGE FLOOR LEVEL 300 LEVEL PLAN IN VEHICLE AND PEDESTRIAN TRAFFIC AREAS SHALL NOT BE LESS THAN SCAILE: 1/16" = 1'-0" 20,480 SF 7'-0" OTHER THAN THE VAN ACCESSIBLE PARKING WHICH SHALL NOT BE LESS THAN 8'-2" p" SHEPHARD'S BEACH RESORT CLEAR WATER, FLORIDA PREPARED FOR: SHEPHARD'S BEACH RESORT 619 SOUTH GULF\AEW BOULEVARD CLEAR WATER BLEACH, FLORIDA 33767 PHONE: 727.442.1507 CONTACT: WILLIAM M. SHEPARD Oscar I. Garcia, AIA Architect 318 S, E, 8th Street Fort Lauderdale Fbrlda,33316 TEI: 954.462.1090 A R C H I T E C T Fcc<: 954.462.9040 www.garclaorchlted.com FL ft AR001 2551 USM Lic: 652A SC Llo: 5708 NO COPIES, TRANSMISSIONS, REPROIDUC[IONS, OR ELECTRONIC MANIPULATION OF ANY PORTION OF THESE DRAWINGS IN WHOLE OR IN PART ARE TO BE MADE W[TH(Xff THE EXPRESS WRITTEN PERMISSION OF OSCAR I. GARCIA, ALA ARCHITECT. ALL DESIGNS INDICATED IN THESE DRAWINGS ARE PROPERTY OF OSCAR 1, GARCIA, ALA, ARCHITECT, ALL COPYRIGHTS RESERVED @ 2007. CONSULTANTS: LANDSCAPE ARCHITECT: KEITH ZAYAC & ASSOCIATES, INC. 701 ENTERPRISE ROAD EAST, SUITE 404 SAFETY HARBOR, FLORIDA 34695 PHONE: (727) 793-9888 CONTACT: KEITH ZAYAC CIVIL ENGINEER: KEITH ZAYAC & ASSOCIATES, INC, 701 ENTERPRISE ROAD EAST, SUITE 404 SAFETY HARBOR, FLORIDA 34695 PHONE: (727) 793-9888 CONTACT: KEITH ZAYAC STRUCTURAL ENGINEER: TRCWW 3590 NW 56TH STREET FORT LAUDERDALE, FLORIDA 33119 PHONE: (954) 484-7777 CONTACT: MARCUS UNTERWEGER THESE DRAWINGS, ALONG WITH THE ENGINEERS DRAWINGS, INTERIOR DESIGNERS DRAWINGS, AND PROJECT MANUALS CONSTITUTE A SINGULAR CONTRACT DOCUMENT AND MUST BE USED TOGETHER IN THEIR ENTIRETY IN THE CONSTRUCTION OF THIS PROJECT. REV. DATE: ISSUE HISTORY NO. 1 04/01/2009 DRC COMMENTS NO.2 07/06/2009 DRC COMMENTS NO.3 10/01/2009 DRC COMMENTS SET TITLE: DRC S EaNT SiRrRVtrE NOT FOR C EA. SHEET TITLE: 300 LEVEL PLAN (0 FF C/ OCT i 29 SET TITLE: DRC S EaNT SiRrRVtrE NOT FOR C EA. JOB NO: 0820 DRAWN BY: CJ / BH DATE: 12.01.2008 CHECKED: OIG DEPT I A8'IN I DECORATIVE METAL MESH I -� 1 — SCREENING PAI)IEL SYSTEM, (I*)--, � �rT/ � // 7/ • j. 99 921 91 90 891 I I 13 it 12 I� II #1 I �J III #2 _ 0 6 0 D I A 1 #2i I #22 EXISTING 1 HOTEL ROOMS E i 1 #26 I — — III H _J 05 03 - -�- j00 E w �\o 8 74 - - -8 I 1 75 85 76 EXISTING_ PARKING - -- GARAGE 861 4TH FLOOR 177 87 8 7 — — — 881 179 Fol 81 EXISTING ROOF BELOW EXISTING ROOF BELOW _i i i i 1 _ J - I ' A I = 14 EXISTING BANDSHELL- TO REMAIN (NOT PART OF THIS APPLICATION) L�2 T LEGEND WATER FEATURE \\� SERVICE AREA INCLUDING STAIRS, �- �� ' .' • ...: ELEVATORS AND BACK -OF -HOUSE FUNCTIONS \ �\` EISTING BUILDING TO BE DEMOLISHED AND RENOVATED \\` ADDITION TO EXISTING BUILDING —SHADED WALLS INDICATES NEW �\ ' \_CONSTRUCTION DASHEDl ATTC ED P- ARKING SPACE INDICATE OVERF~LOW PARKING FOR OPERATING AT PEAK DEMAND -`---\ ALUMINUM SCREEN SYSTEM, SEE SHEETS A -20 THRU A -22 FOR MORE INFO. N NOTE: THE VERTICAL CLEAR HEIGHT OF EACH GARAGE FLOOR LEVEL 400 LEVEL PLAN IN VEHICLE AND PEDESTRIAN TRAFFIC AREAS SHALL NOT BE LESS THAN SCALE: 1/16" = V -0" 18,847 SF �lv 7' -0" OTHER THAN THE VAN ACCESSIBLE PARKING WHICH SHALL NOT BE LESS THAN 8' -2" i. SHEPHARD'S BEACH RESORT CLEAR WATER, FLORIDA PREPARED FOR: SHEPHARD'S BEACH RESORT 619 SOUTH GULFVIEW BOULEVARD CLEAR WATER BLEACH, FLORIDA 33767 PHONE; 727,442,1507 CONTACT; WILLIAM M. SHEPARD Oscar i. Garcia, AI.A. Architect EE 318 S.E. 8th Street Fort Lauderdale Florida, 33316 TEI; 954.462,1090 A am =l Fax 954.462,9040 www.garclaarchited.com FL Llc; NMI 2551 USVI Lla 652A SC Llo.5708 NO COPIES, TRANSMISSIONS, REPRODUCTIONS, OR ELECTRONIC MANIPULATION OF ANY PORTION OF THESE DRAWINGS IN WHOLE OR IN PART ARE TO BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF OSCAR L GARCIA, A,LA, ARCHITECT, ALL DESIGNS INDICATED IN THESE DRAWINGS ARE PROPERTY OF OSCAR I. GARCIA, A.LA, ARCHITECT. ALL COPYRIGHTS RESERVED © 2007. CONSULTANTS: LANDSCAPE ARCHITECT: KEITH ZAYAC & ASSOCIATES, INC. 701 ENTERPRISE ROAD EAST, SUITE 404 SAFETY HARBOR, FLORIDA 34695 PHONE; (727) 793 -9888 CONTACT; KEITH ZAYAC CIVIL ENGINEER: KEITH ZAYAC & ASSOCIATES, INC. 701 ENTERPRISE ROAD EAST, SUITE 404 SAFETY HARBOR, FLORIDA 34695 PHONE; (727) 793 -9888 CONTACT; KEITH ZAYAC STRUCTURAL ENGINEER: TRCWW 3590 NW 56TH STREET FORT LAUDERDALE, FLORIDA 33309 PHONE; (954) 484 -7777 CONTACT; MARCUS UNTERWEGER THESE DRAWINGS, ALONG WITH THE ENGINEERS DRAWINGS, INTERIOR DESIGNERS DRAWINGS, AND PROJECT MANUALS CONSTITUTE A SINGULAR CONTRACT DOCUMENT AND MUST BE USED TOGETHER IN THEIR ENTIRETY IN THE CONSTRUCTION OF THIS PROJECT REV. DATE: ISSUE HISTORY NO.1 04/01/2009 DRC COMMENTS NO.2 07/06/2009 DRC COMMENTS NO.3 10/01/2009 DRC COMMENTS 131 13( 1 I 124 12 - -- -'1 122 P1211 F DECORATIVE METAL MESH ��, I SCREENING PAI`IEL SYSTEM, PP.--I LA` !=7:3= �NG I _� �\ -IR 13 _ k" ,II L�I I #21 #2 i :T7 #3b #32 I EXISTING #33 HOTEL ROOMS I #34 I i #35 I 7 #36 / ELE_V I✓I I I �'�ri� .. 1 H L 35 J — 314 132 1 12 06 -11Q 1107 118 108 _ E EXISTING_ PARKING _ - -- GARAGE ill 5TH FLOOR p9 10 —11 — 11� pll -L - 12 1=13 (� D 8 113 114 EXISTING ROOF BELOW EXISTING ROOF BELOW (77 'DC. o I D I I I EXISTING BANDSHELL- TO REMAIN (NOT PART OF THIS APPLICATION) r.] LEGEND \` WATER FEATURE �\CONSLRUCTION F/7/ DASHED / A C�D- PARKING SPACE INDICATE OVERFLOW-PARK[ NCa FOR OPERATING AT PEAK DE ►ND_` -� 0OOD ST GING (1,955 SF) 1 MULTI- _ ALUMINUM SCREEN SYSTEM, SEE FUNCTION ° I CORRIDOR >{ °O SHEETS A -20 THRU A -22 FOR (5,933 SF) N I N MORE INFO. i L -- --- - - - - -- -I — IK - I AEETING --- - - - - -- — OOMS k (2,286 SF) � I i II I II CI dI >1 d L -- 1------- - - -11_ WSW BOARD STAIR #4 ROOM° - 500 LEVEL PLAN SCALE: 1 16' = P -0" 20.576 Oscar I. Garcia, ALA Architect • 318 S.E. 8th Street Fort Lauderdale Florida, 33316 TEI: 954.462,1090 Fax: 954,462.9040 www.garclaarchftect.corn FL Uc: AR001 2551 USMLlc:652A SC Lla 5708 NO COPIES, TRANSMISSIONS, REPRODUCTIONS, OR ELECTRONIC MANIPULATION OF ANY PORTION OF THESE DRAWINGS IN WHOLE OR IN PART ARE TO BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF OSCAR I. GARCIA, A.I.A. ARCHITECT, ALL DESIGNS INDICATED IN THESE DRAWINGS ARE PROPERTY OF OSCAR I, GARCIA, ALA. ARCHITECT, ALL COPYRIGHTS RESERVED © 2007. CONSULTANTS: LANDSCAPE ARCHITECT: KEITH ZAYAC & ASSOCIATES, INC, 701 ENTERPRISE ROAD EAST, SUITE 404 SAFETY HARBOR, FLORIDA 34695 PHONE: (727) 793 -9888 CONTACT: KEITH ZAYAC CIVIL ENGINEER: KEITH ZAYAC & ASSOCIATES, INC, 701 ENTERPRISE ROAD EAST, SUITE 404 SAFETY HARBOR, FLORIDA 34695 PHONE: (727) 793 -9888 CONTACT; KEITH ZAYAC STRUCTURAL ENGINEER: TRCWW 3590 NW 56TH STREET FORT LAUDERDALE, FLORIDA 33309 PHONE; (954) 484 -7777 CONTACT: MARCUS UNTERWEGER THESE DRAWINGS, ALONG WITH THE ENGINEERS DRAWINGS, INTERIOR DESIGNERS DRAWINGS, AND PROJECT MANUALS CONSTITUTE A SINGULAR CONTRACT DOCUMENT AND MUST BE USED TOGETHER IN THEIR ENTIRETY IN THE CONSTRUCTION OF THIS PROJECT, REV. ' : ' •: SERVICE AREA INCLUDING STAIRS, ELEVATORS AND BACK -OF -HOUSE ISSUE HISTORY SHEPHARD'S BEACH RESORT 04/01/2009 FUNCTIONS N0,2 CLEAR WATER, FLORIDA DRC COMMENTS EISTING BUILDING TO BE DEMOLISHED 10/01/2009 DRC COMMENTS PREPARED FOR: AND RENOVATED SHEPHARD'S BEACH RESORT ADDITION TO EXISTING BUILDING 619 SOUTH GULFVIEW BOULEVARD CLEAR WATER BLEACH, FLORIDA 33767 -15 PHONE: 727.442.1507 CONTACT: WILLIAM M. SHEPARD SHADED WALLS INDICATES NEW ' �\CONSLRUCTION F/7/ DASHED / A C�D- PARKING SPACE INDICATE OVERFLOW-PARK[ NCa FOR OPERATING AT PEAK DE ►ND_` -� 0OOD ST GING (1,955 SF) 1 MULTI- _ ALUMINUM SCREEN SYSTEM, SEE FUNCTION ° I CORRIDOR >{ °O SHEETS A -20 THRU A -22 FOR (5,933 SF) N I N MORE INFO. i L -- --- - - - - -- -I — IK - I AEETING --- - - - - -- — OOMS k (2,286 SF) � I i II I II CI dI >1 d L -- 1------- - - -11_ WSW BOARD STAIR #4 ROOM° - 500 LEVEL PLAN SCALE: 1 16' = P -0" 20.576 Oscar I. Garcia, ALA Architect • 318 S.E. 8th Street Fort Lauderdale Florida, 33316 TEI: 954.462,1090 Fax: 954,462.9040 www.garclaarchftect.corn FL Uc: AR001 2551 USMLlc:652A SC Lla 5708 NO COPIES, TRANSMISSIONS, REPRODUCTIONS, OR ELECTRONIC MANIPULATION OF ANY PORTION OF THESE DRAWINGS IN WHOLE OR IN PART ARE TO BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF OSCAR I. GARCIA, A.I.A. ARCHITECT, ALL DESIGNS INDICATED IN THESE DRAWINGS ARE PROPERTY OF OSCAR I, GARCIA, ALA. ARCHITECT, ALL COPYRIGHTS RESERVED © 2007. CONSULTANTS: LANDSCAPE ARCHITECT: KEITH ZAYAC & ASSOCIATES, INC, 701 ENTERPRISE ROAD EAST, SUITE 404 SAFETY HARBOR, FLORIDA 34695 PHONE: (727) 793 -9888 CONTACT: KEITH ZAYAC CIVIL ENGINEER: KEITH ZAYAC & ASSOCIATES, INC, 701 ENTERPRISE ROAD EAST, SUITE 404 SAFETY HARBOR, FLORIDA 34695 PHONE: (727) 793 -9888 CONTACT; KEITH ZAYAC STRUCTURAL ENGINEER: TRCWW 3590 NW 56TH STREET FORT LAUDERDALE, FLORIDA 33309 PHONE; (954) 484 -7777 CONTACT: MARCUS UNTERWEGER THESE DRAWINGS, ALONG WITH THE ENGINEERS DRAWINGS, INTERIOR DESIGNERS DRAWINGS, AND PROJECT MANUALS CONSTITUTE A SINGULAR CONTRACT DOCUMENT AND MUST BE USED TOGETHER IN THEIR ENTIRETY IN THE CONSTRUCTION OF THIS PROJECT, REV. DATE: ISSUE HISTORY NO.1 04/01/2009 DRC COMMENTS N0,2 07/06/2009 DRC COMMENTS NO.3 10/01/2009 DRC COMMENTS 7 SHEET TITLE: 500 LEVEL PLAN OCT SET TITLE: qObv - : '5�� SR O ICON51 TION JOB NO: 0820 DRAWN BY: CJ / BH DATE: 12.01.2008 CHECKED: OIG t�. . 7 -15 0, � n ' 0 12 3 6 3 2 NEW STAR T NEW DECORATIVE META[M_ESH �UCTU SCREENING PANEL �EL SYSTEM, (ryp)— STRUCTURE 164 T 163 1621 1171 \� \. 138 161 170 —J 152 39— 1 1601 1169 1 1511 1 159 168 150 EXISTING PARKING 40 I — I V -------- 41 149 1 6TH FLOOR I 1 157 166 42 148 F —1 A- 1 156 1165 1 I I43 11 71-611 I R 147 (1 (Typ•) 2 155 L —LINE Q 154 145 15 H.s HA H 146 If = E E'. S G _ / EX(STING I _s WR t — — — — — — v 31 1 #311 #3 #4b #41 L—W #42 EXISTING #43 HOTEL ROOMS J #44 #45 #46 M �� I ! rl _ELEjV _J -- ABOVE, (rYP.) N 1 1 74-11 I DATE: 21 2 1 04/01/2009 C? NO.2 I at LEGEND r -------- I WATER FEATURE SERVICE AREA INCLUDING STAIRS, ELEVATORS AND BACK -OF-HOUSE FUNCTIONS EISTING BUILDING TO BE DEMOLISHED AND RENOVATED ADDITION TO EXISTING BUILDING SHADED WALLS INDICATES NEW CONSTRUCTION 7 _�Aii�ED 1-HATCHED PARKING SPACE INDICATE-OV_E'RFLOW PARKING FOR OPERATING AfPEAKDEMANp 111' -4" \ '\ 01-1011 201-011 8'-6" 2'-q' 9'-2" .6'-4" L 22' -2" 101-711 /L 211-911 D (_E F:F JJ '.STA'j rr-7 ELEV. 61`V. ND OBBtl' ELEC PASS BALCONY ELEV Le LOBBY ' I - L _J #I CORR 1 #20 #2 BALCONY i i BALCONY 161-511 L 15,_ #19 #3 TEMPERED GLASS PARTITION DIVIDERS, B (TYP'.) BALCONY C06 #18 #4 11-511 L61-411 BALCONY ] PALC� INY I I- J I i #17 #5 1 600 LEVEL PLAN qr.,& I.F.- 1 /101 = I `-nit ;T1_ 7= f 0 SHEPHARD'S BEACH RESORT CLEAR WATER, FLORIDA PREPARED FOR: SHEPHARDIS BEACH RESORT 619 SOUTH GULFVIEW BOULEVARD CLEAR WATER BLEACH, FLORIDA 33767 PHONE: 727,442,1507 CONTACT, WILLIAM M. SHEPARD Oscar I. Garcia, AIA Architect • 318 S.E. 8th Shed Fort Lauderdale G A R C I A Florida, 33316 El: 954.462.1090 A R C H I T E C T Fax: 954,462,9040 www.garclaarchl ed.com Fl. Ua M001 2551 SC Lic: 5708 NO COPIES, TRANSMISSIONS, REPRODUCTIONS, OR ELECTRONIC MANIPULATION OF ANY PORTION OF THESE DRAWINGS IN WHOLE OR IN PART ARE TO BE MADE WITHOUT THE MESS WRITTEN PERMISSION OF OSCAR 1, GARCIA. ALA ARCHITECT. ALL DESIGNS INDICATED IN THESE DRAWINGS ARE PROPERTY OF OSCAR I. GARCIA. ALA ARCHITECT, ALL COPYRIGHTS RESERVED 0 2007. CONSULTANTS: LANDSCAPE ARCHITECT: KEITH ZAYAC & ASSOCIATES, INC. EAST, 701 ENTERPRISE ROAD SUITE 404 SAFETY HARBOR, FLORIDA 3 695 PHONE: (727) 793-9888 CONTACT: KEITH ZAYAC CIVIL ENGINEER: KEITH ZAYAC & ASSOCIATES, INC. 701 ENTERPRISE ROAD EAST, SUITE 404 SAFETY HARBOR, FLORIDA 34695 PHONE: (727) 793-9888 CONTACT: KEITH ZAYAC STRUCTURAL ENGINEER: TRCWW 3590 NW 56TH STREET FORT LAUDERDALE, FLORIDA 33309 PHONE: (954) 484-7777 CONTACT: MARCUS UNTERWEGER THESE DRAWINGS, ALONG WITH THE ENGINEERS DRAWINGS, INTERIOR DESIGNERS DRAWINGS, AND PROJECT MANUALS CONSTITUTE ASINGUILAR CONTRACT DOCUMENT AND MUST BE USED TOGETHER IN THEIR ENTIRETY IN THE CONSTRUCTION OF THIS PROJECT, REV. DATE: ISSUE HISTORY NO. 1 04/01/2009 DRC COMMENTS NO.2 07/06/2009 DRC COMMENTS NO.3.10/01/2009 DRC COMMENTS SET TITLE: DRC SUBMITTAL NOT FOR CONSTRUCTION JOB NO: 0820 DRAWN BY: CJ / BH SHEET TITLE: 600 LEVE 1 OCT 1 IDEVELOPMENTSERVICE,90'E CITY OFCL SET TITLE: DRC SUBMITTAL NOT FOR CONSTRUCTION JOB NO: 0820 DRAWN BY: CJ / BH DATE: 12.01.2008 CHECKED: OIG �et i� 192 191 190 EXISTING ROOF BELOW NEW EXISTING_ ROOF �DG• i 0 1 EXISTING BANDSHELL- TO REMAIN (NOT PART OF THIS APPLICATION) LEGEND owz'fi� WATER FEATURE'" F SERVICE ELEVATORS RAND ACKIOF H USE' SHEPHARD'S BEACH RI \ ` \ FUNCTIONS CLEAR WATER, FLORIDA EISTING BUILDING TO BE DEMOLISHED PREPARED FOR: \` ^ AND RENOVATE D SHEPHARD'S BEACH RESORT \ 619 SOUTH GULFVIEW BOULEVARD ADDITION TO EXISTING BUILDING CLEAR WATER BLEACH, FLORIDA 33767 PHONE: 727.442,1507 CONTACT: WILLIAM M. SHEPARD SHADED WALLS INDICATES NEW CONSTRUCTION ya \` �Tj DASHED / HATCHED PARKING SPACE - - - -- - -_ �_` INDICATE �)VERFLOW PARKING FOR OPERATING AT PE KI MAND 172 183 173 184 174 185 175 EXISTING PARKING GARAGE 186 176 7TH FLOOR 187 177 188 178 189 179 ::fit. .4 180 1 181 t 182 �DG• i 0 1 EXISTING BANDSHELL- TO REMAIN (NOT PART OF THIS APPLICATION) LEGEND owz'fi� WATER FEATURE'" F SERVICE ELEVATORS RAND ACKIOF H USE' SHEPHARD'S BEACH RI \ ` \ FUNCTIONS CLEAR WATER, FLORIDA EISTING BUILDING TO BE DEMOLISHED PREPARED FOR: \` ^ AND RENOVATE D SHEPHARD'S BEACH RESORT \ 619 SOUTH GULFVIEW BOULEVARD ADDITION TO EXISTING BUILDING CLEAR WATER BLEACH, FLORIDA 33767 PHONE: 727.442,1507 CONTACT: WILLIAM M. SHEPARD SHADED WALLS INDICATES NEW CONSTRUCTION ya \` �Tj DASHED / HATCHED PARKING SPACE - - - -- - -_ �_` INDICATE �)VERFLOW PARKING FOR OPERATING AT PE KI MAND Qd i #20 #2 FRENC A Kvo -1 10 -0 j I 10' -011 6' -9" 5'- L' #19 #3 B C 1 1 � BA C SET TITLE: NOT FOR C CONSTRUCTION JOB NO: 0820 DRAWN BY: CJ / BH DATE: 12.01.2008 CHECKED: OIG ::fit. .4 n ; • �.., 1 t w•�� • X A ®1 7 • ' I NOR i Il II II • : �� ' ELEC } �II 'I II % I I . II� •: I(I(I HOTEL HOTEL BALC ICI' KEYS KEYS Qd i #20 #2 FRENC A Kvo -1 10 -0 j I 10' -011 6' -9" 5'- L' #19 #3 B C 1 1 � BA C KITCHEN f1i I 'I ill Y� � ry 1l:. W/ FULL KITCHEN g `�♦ b�i ►ili i�� ` 5' -711 A I W/ FULL 700 - 1000 LEVEL PLAN ALE: 1/16" = 1' -0' j N IPE D GLASS TI N DIVIDE' 2 A S o M 0 Q �O N N J 1 a, M ORT Oscar 1. Garcia, AI.A. Architect • 318 S.E. 8th Street Fort Lauderdale Florida, 33316 TEI: 954.462,1090 Fax; 954,462.9040 www•garcloarchiteo.com FLLlc:AM012551 LIN Lic: M2A SC Ll:5708 NO COPIES, TRANSMISSIONS, REPRODUCTIONS, OR ELECTRONIC MANIPULATION OF ANY PORTION OF THESE DRAWINGS IN WHOLE OR IN PART ARE TO BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF OSCAR 1• GARCIA, A.I.A. ARCHITECT. ALL DESIGNS INDICATED IN THESE DRAWINGS ARE PROPERTY OF OSCAR I. GARCIA, A.LA, ARCHITECT, ALL COPYRIGHTS RESERVED © 2007. CONSULTANTS: LANDSCAPE ARCHITECT: KEITH ZAYAC & ASSOCIATES, INC. 701 ENTERPRISE ROAD EAST, SUITE 404 SAFETY HARBOR, FLORIDA 34695 PHONE: (727) 793 -9888 CONTACT: KEITH ZAYAC CIVIL ENGINEER: KEITH ZAYAC & ASSOCIATES, INC. 701 ENTERPRISE ROAD EAST, SUITE 404 SAFETY HARBOR, FLORIDA 34695 PHONE: (727) 793 -9888 CONTACT: KEITH ZAYAC STRUCTURAL ENGINEER: TRCWW 3590 NW 56TH STREET FORT LAUDERDALE, FLORIDA 33309 PHONE: (954) 484 -7777 CONTACT: MARCUS UNTERWEGER THESE DRAWINGS, ALONG WITH THE ENGINEERS DRAWINGS, INTERIOR DESIGNERS DRAWINGS, AND PROJECT MANUALS CONSTITUTE A SINGULAR CONTRACT DOCUMENT AND MUST BE USED TOGETHER IN THEIR ENTIRETY IN THE CONSTRUCTION OF THIS PROJECT. SHEET TITLE: 700 - 1 000 LEVEL PLAN _1 OCT i Z�9 '001ELOPMENTSP SET TITLE: NOT FOR C CONSTRUCTION JOB NO: 0820 DRAWN BY: CJ / BH DATE: 12.01.2008 CHECKED: OIG ::fit. .4 n ; • �.., t w•�� • X A ®1 7 • ' I Il II I(I(I HOTEL HOTEL ICI' KEYS KEYS • I II �IIII� YI ,� ♦ ♦�,,�� ♦� q ., �� ♦� � III I KITCHEN f1i I 'I ill Y� � ry 1l:. W/ FULL KITCHEN g `�♦ b�i ►ili i�� ` 5' -711 A I W/ FULL 700 - 1000 LEVEL PLAN ALE: 1/16" = 1' -0' j N IPE D GLASS TI N DIVIDE' 2 A S o M 0 Q �O N N J 1 a, M ORT Oscar 1. Garcia, AI.A. Architect • 318 S.E. 8th Street Fort Lauderdale Florida, 33316 TEI: 954.462,1090 Fax; 954,462.9040 www•garcloarchiteo.com FLLlc:AM012551 LIN Lic: M2A SC Ll:5708 NO COPIES, TRANSMISSIONS, REPRODUCTIONS, OR ELECTRONIC MANIPULATION OF ANY PORTION OF THESE DRAWINGS IN WHOLE OR IN PART ARE TO BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF OSCAR 1• GARCIA, A.I.A. ARCHITECT. ALL DESIGNS INDICATED IN THESE DRAWINGS ARE PROPERTY OF OSCAR I. GARCIA, A.LA, ARCHITECT, ALL COPYRIGHTS RESERVED © 2007. CONSULTANTS: LANDSCAPE ARCHITECT: KEITH ZAYAC & ASSOCIATES, INC. 701 ENTERPRISE ROAD EAST, SUITE 404 SAFETY HARBOR, FLORIDA 34695 PHONE: (727) 793 -9888 CONTACT: KEITH ZAYAC CIVIL ENGINEER: KEITH ZAYAC & ASSOCIATES, INC. 701 ENTERPRISE ROAD EAST, SUITE 404 SAFETY HARBOR, FLORIDA 34695 PHONE: (727) 793 -9888 CONTACT: KEITH ZAYAC STRUCTURAL ENGINEER: TRCWW 3590 NW 56TH STREET FORT LAUDERDALE, FLORIDA 33309 PHONE: (954) 484 -7777 CONTACT: MARCUS UNTERWEGER THESE DRAWINGS, ALONG WITH THE ENGINEERS DRAWINGS, INTERIOR DESIGNERS DRAWINGS, AND PROJECT MANUALS CONSTITUTE A SINGULAR CONTRACT DOCUMENT AND MUST BE USED TOGETHER IN THEIR ENTIRETY IN THE CONSTRUCTION OF THIS PROJECT. SHEET TITLE: 700 - 1 000 LEVEL PLAN _1 OCT i Z�9 '001ELOPMENTSP SET TITLE: NOT FOR C CONSTRUCTION JOB NO: 0820 DRAWN BY: CJ / BH DATE: 12.01.2008 CHECKED: OIG ::fit. .4 n ; • �.., • • X A ®1 7 _ ILT EXISTING ROOF BELOW NEW EXISTING EXISTING PARKING GARAGE BELOW EXISTING BANDSHELL- TO REMAIN (NOT PART OF THIS APPLICATION) 00 MAID'S p 111001 N D ELEC —FRENCH BALC Eli —FRENCH BALC FRENCH— FRENCH DATE: I 21 3 f at EXISTING BANDSHELL- TO REMAIN (NOT PART OF THIS APPLICATION) 00 MAID'S p 111001 N D ELEC —FRENCH BALC Eli —FRENCH BALC FRENCH— FRENCH 51-71 1100 — 1200 LEVEL PLAN Q'. A I /I All = I `-not I'll 00 S2 00 BALC C4 BALC ' Z r 9 11 F 2\ LEGEND WATER FEATURE SERVICE AREA INCLUDING STAIRS, ELEVATORS AND BACK-OF-HOUSE FUNCTIONS EISTING BUILDING TO BE DEMOLISHED AND RENOVATED ADDITION TO EXISTING BUILDING SHADED WALLS INDICATES NEW CONSTRUCTION 7'1- -DASHED /HATCHED PARKING SPACE I"D CATE OVERFLOW PARKING FOR OPERATING AT-PEAK - DEMAND Af �40 J, S HEPHARD'S BEACH RESORT CLEAR WATER, FLORIDA PREPARED FOR: SHEPHARD'S BEACH RESORT 619 SOUTH GULFVIEW BOULEVARD CLEAR ER BLEACH, FLORIDA 33767 PHONE: 727,442,1507 CONTACT: WILLIAM M. SHEPARD Oscar I. Garcia, A.I.A. Architect 318 S.E. 8th Street Fort Lauderdale Florida, 33316 TEI: 954.462,1090 L��AR C H I T E C T Fax: 954,462,9040 www.garclaarchftect.com FL Lla AR001 2551 USM Lla 652A SC Lla 5708 NO COPIES, TRANSMISSIONS, REPRODUCTIONS, OR ELECTRONIC MANIPULATION OF ANY PORTION OF THESE DRAWINGS IN WHOLE OR IN PART ARE TO BE MADE WITHKXff THE EXPRESS MITTEN PERMISSION OF OSCAR I. GARCLk Ali ARCHITECT. ALL DESIGNS INDICATED IN THESE DRAWINGS ARE PROPERTY OFOSCAR I. GARCIA, ALAARCHITECr, ALL COP'i RESEM/i 0 2007. CONSULTANTS: LANDSCAPE ARCHITECT: KEITH ZAYAC & ASSOCIATES, INC. 701 ENTERPRISE ROAD EAST, SUITE 404 SAFETY HARBOR, FLORIDA 34695 PHONE: (727) 793-9888 CONTACT: KEITH ZAYAC CIVIL ENGINEER: KEITH ZAYAC & ASSOCIATES, INC. 701 ENTERPRISE ROAD EAST, SUITE 404 SAFETY HARBOR, FLORIDA 34695 PHONE: (727) 793-9888 CONTACT: KEITH ZAYAC STRUCTURAL ENGINEER: TRCWW 3590 NW 56TH STREET FORT LAUDERDALE, FLORIDA 33309 PHONE: (954) 484-7777 CONTACT: MARCUS UNTERWEGER THESE DRAWINGS, ALONG WITH THE ENGINEERS DRAWINGS, INTERIOR DESIGNERS DRAWINGS, AND PROJECT MANUALS CONSITUE A SINGULAR CONTRACT DOCUMENT AND MUST BE USED TOGETHER IN THEIR ENTIRETY IN THE CONSTRUCTION OF THIS PROJECT, REV. DATE: ISSUE HISTORY NO. 1 04/01/2009 DRC COMMENTS NO.2 07/06/2009 DRC COMMENTS NO.3 10/01/2009 DRC COMMENTS #14 W1 FULL �1�I F7 KITCHEN L I-V BALC FREN H—; ITT, �....._._..__.� �� #12 W/ FULL W/ FULL KITCHEN KITCHEI I A '35 51-71 1100 — 1200 LEVEL PLAN Q'. A I /I All = I `-not I'll 00 S2 00 BALC C4 BALC ' Z r 9 11 F 2\ LEGEND WATER FEATURE SERVICE AREA INCLUDING STAIRS, ELEVATORS AND BACK-OF-HOUSE FUNCTIONS EISTING BUILDING TO BE DEMOLISHED AND RENOVATED ADDITION TO EXISTING BUILDING SHADED WALLS INDICATES NEW CONSTRUCTION 7'1- -DASHED /HATCHED PARKING SPACE I"D CATE OVERFLOW PARKING FOR OPERATING AT-PEAK - DEMAND Af �40 J, S HEPHARD'S BEACH RESORT CLEAR WATER, FLORIDA PREPARED FOR: SHEPHARD'S BEACH RESORT 619 SOUTH GULFVIEW BOULEVARD CLEAR ER BLEACH, FLORIDA 33767 PHONE: 727,442,1507 CONTACT: WILLIAM M. SHEPARD Oscar I. Garcia, A.I.A. Architect 318 S.E. 8th Street Fort Lauderdale Florida, 33316 TEI: 954.462,1090 L��AR C H I T E C T Fax: 954,462,9040 www.garclaarchftect.com FL Lla AR001 2551 USM Lla 652A SC Lla 5708 NO COPIES, TRANSMISSIONS, REPRODUCTIONS, OR ELECTRONIC MANIPULATION OF ANY PORTION OF THESE DRAWINGS IN WHOLE OR IN PART ARE TO BE MADE WITHKXff THE EXPRESS MITTEN PERMISSION OF OSCAR I. GARCLk Ali ARCHITECT. ALL DESIGNS INDICATED IN THESE DRAWINGS ARE PROPERTY OFOSCAR I. GARCIA, ALAARCHITECr, ALL COP'i RESEM/i 0 2007. CONSULTANTS: LANDSCAPE ARCHITECT: KEITH ZAYAC & ASSOCIATES, INC. 701 ENTERPRISE ROAD EAST, SUITE 404 SAFETY HARBOR, FLORIDA 34695 PHONE: (727) 793-9888 CONTACT: KEITH ZAYAC CIVIL ENGINEER: KEITH ZAYAC & ASSOCIATES, INC. 701 ENTERPRISE ROAD EAST, SUITE 404 SAFETY HARBOR, FLORIDA 34695 PHONE: (727) 793-9888 CONTACT: KEITH ZAYAC STRUCTURAL ENGINEER: TRCWW 3590 NW 56TH STREET FORT LAUDERDALE, FLORIDA 33309 PHONE: (954) 484-7777 CONTACT: MARCUS UNTERWEGER THESE DRAWINGS, ALONG WITH THE ENGINEERS DRAWINGS, INTERIOR DESIGNERS DRAWINGS, AND PROJECT MANUALS CONSITUE A SINGULAR CONTRACT DOCUMENT AND MUST BE USED TOGETHER IN THEIR ENTIRETY IN THE CONSTRUCTION OF THIS PROJECT, REV. DATE: ISSUE HISTORY NO. 1 04/01/2009 DRC COMMENTS NO.2 07/06/2009 DRC COMMENTS NO.3 10/01/2009 DRC COMMENTS 1100-120OLEVEL PLAN OCT 1 62009 ol DBIELOPMENT SERVICES f)EP1 SET TITLE: D 9'r'9E'2' - nL NOT FOR CONSTRUCTION JOB NO: 0820 DRAWN BY: CJ / BH DATE: 12.01.2008 CHECKED: OIG F A 18 i y I J l \ I �\ ---------------- i i i cc ==--- =--= tn on EXISTING BANDSHELL- TO REMAIN (NOT PART OF THIS APPLICATION) 00 0 M N LEGEND \ WATER FEATURE SERVICE AREA INCLUDING STAIRS, \ 4'' ELEVATORS AND BACK -OF -HOUSE FUNCTIONS \ \\� -� FISTING BUILDING TO BE DEMOLISHED AND RENOVATED ADDITION TO EXISTING BUILDING SHADED WALLS INDICATES NEW CONSTRUCTION T RED-/-HATCHED H�ATCHED PARKING SPACE ?'\f� INDICATE- OYRFL�W PARKING FOR OPERATING k-PEAK,DEMANND 101-101, 201-011 • 1' . 1 III NEI I II NEB DATE: ISSUE HISTORY NO.1 04/01/2009 r I 3 I I a� EXISTING BANDSHELL- TO REMAIN (NOT PART OF THIS APPLICATION) 00 0 M N LEGEND \ WATER FEATURE SERVICE AREA INCLUDING STAIRS, \ 4'' ELEVATORS AND BACK -OF -HOUSE FUNCTIONS \ \\� -� FISTING BUILDING TO BE DEMOLISHED AND RENOVATED ADDITION TO EXISTING BUILDING SHADED WALLS INDICATES NEW CONSTRUCTION T RED-/-HATCHED H�ATCHED PARKING SPACE ?'\f� INDICATE- OYRFL�W PARKING FOR OPERATING k-PEAK,DEMANND 101-101, 201-011 • 1' . 1 III NEI I II NEB POOL DECK I PLANTER I_ 1400 LEVEL PLAN — r'AT 1R• 1 R' =11 -(1' 21' -9" L DECK 21 A 9.1 00 N l �p 0 M O 1 N 0 M N M 2 O( 4 . p wv" ir SHEPHARD'S BEACH RESORT CLEAR WATER, FLORIDA PREPARED FOR: SHEPHARD'S BEACH RESORT 619 SOUTH GULFVIEW BOULEVARD CLEAR WATER BLEACH, FLORIDA 33767 PHONE: 727,442,1507 CONTACT: WILLIAM M. SHEPARD Oscar I. Garcia, AI.A. Architect • 318 S.E. 8th Street Fort Lauderdale Florida, 33316 TEI: 954.462,1090 Fax 954.462.9040 www•garcloorchi ed com FL Ua AR0012551 USM Llc: 652A SC Uc :5708 NO COPIES, TRANSMISSIONS, REPRODUCTIONS, OR ELECTRONIC MANIPULATION OF ANY PORTION OF THESE DRAWINGS IN WHOLE OR IN PART ARE TO BE MADE WITHOUT THE MESS WRITTEN PERMISSION OF OSCAR I. GARCIA, AlA ARCHITECT, ALL DESIGNS INDICATED IN THESE DRAWINGS ARE PROPERTYOF OSCAR I. GARCIA, ALA, ARCHITECT. ALL COPYRIGHTS RESERVED © 2007. CONSULTANTS: LANDSCAPE ARCHITECT: KEITH ZAYAC & ASSOCIATES, INC. 701 ENTERPRISE ROAD EAST, SUITE 404 SAFETY HARBOR, FLORIDA 34695 PHONE: (727) 793 -9888 CONTACT: KEITH ZAYAC CIVIL ENGINEER: KEITH ZAYAC & ASSOCIATES, INC. 701 ENTERPRISE ROAD EAST, SUITE 404 SAFETY HARBOR, FLORIDA 34695 PHONE: (727) 793 -9888 CONTACT: KEITH ZAYAC STRUCTURAL ENGINEER: TRCWW 3590 NW 56TH STREET FORT LAUDERDALE, FLORIDA 33309 PHONE: (954) 484 -7777 CONTACT: MARCUS UNTERWEGER THESE DRAWINGS, ALONG WITH THE ENGINEERS DRAWINGS, INTERIOR DESIGNERS DRAWINGS, AND PROJECT MANUALS CONSMUTE A SINGULAR CONTRACT DOCUMENT AND MUST BE USED TOGETHER IN THEIR ENTIRETY IN THE CONSIRUCTTON OF THIS ME& REV. DATE: ISSUE HISTORY NO.1 04/01/2009 DRC COMMENTS NO.2 07/06/2009 DRC COMMENTS NO.3 10 /O1 /2009 DRC COMMENTS !4 ^�11w11w1 ul All � 11, i � h J i iMrii1 POOL DECK I PLANTER I_ 1400 LEVEL PLAN — r'AT 1R• 1 R' =11 -(1' 21' -9" L DECK 21 A 9.1 00 N l �p 0 M O 1 N 0 M N M 2 O( 4 . p wv" ir SHEPHARD'S BEACH RESORT CLEAR WATER, FLORIDA PREPARED FOR: SHEPHARD'S BEACH RESORT 619 SOUTH GULFVIEW BOULEVARD CLEAR WATER BLEACH, FLORIDA 33767 PHONE: 727,442,1507 CONTACT: WILLIAM M. SHEPARD Oscar I. Garcia, AI.A. Architect • 318 S.E. 8th Street Fort Lauderdale Florida, 33316 TEI: 954.462,1090 Fax 954.462.9040 www•garcloorchi ed com FL Ua AR0012551 USM Llc: 652A SC Uc :5708 NO COPIES, TRANSMISSIONS, REPRODUCTIONS, OR ELECTRONIC MANIPULATION OF ANY PORTION OF THESE DRAWINGS IN WHOLE OR IN PART ARE TO BE MADE WITHOUT THE MESS WRITTEN PERMISSION OF OSCAR I. GARCIA, AlA ARCHITECT, ALL DESIGNS INDICATED IN THESE DRAWINGS ARE PROPERTYOF OSCAR I. GARCIA, ALA, ARCHITECT. ALL COPYRIGHTS RESERVED © 2007. CONSULTANTS: LANDSCAPE ARCHITECT: KEITH ZAYAC & ASSOCIATES, INC. 701 ENTERPRISE ROAD EAST, SUITE 404 SAFETY HARBOR, FLORIDA 34695 PHONE: (727) 793 -9888 CONTACT: KEITH ZAYAC CIVIL ENGINEER: KEITH ZAYAC & ASSOCIATES, INC. 701 ENTERPRISE ROAD EAST, SUITE 404 SAFETY HARBOR, FLORIDA 34695 PHONE: (727) 793 -9888 CONTACT: KEITH ZAYAC STRUCTURAL ENGINEER: TRCWW 3590 NW 56TH STREET FORT LAUDERDALE, FLORIDA 33309 PHONE: (954) 484 -7777 CONTACT: MARCUS UNTERWEGER THESE DRAWINGS, ALONG WITH THE ENGINEERS DRAWINGS, INTERIOR DESIGNERS DRAWINGS, AND PROJECT MANUALS CONSMUTE A SINGULAR CONTRACT DOCUMENT AND MUST BE USED TOGETHER IN THEIR ENTIRETY IN THE CONSIRUCTTON OF THIS ME& REV. DATE: ISSUE HISTORY NO.1 04/01/2009 DRC COMMENTS NO.2 07/06/2009 DRC COMMENTS NO.3 10 /O1 /2009 DRC COMMENTS SHtfT TITL 1400 LEVEL P OCT 1 6,a 2029 DEVELopmF —NT SERViol SET TITLE: DRC S �r NOT FOR CONSTRUCTION JOB NO: 0820 DRAWN BY: CJ / BH DATE: 12.01,2008 CHECKED: OIG A-1 9 f` 7 I► f r �I 13 An SHEPHARDS BEACH RESORT CLEARWATER, FLORIDA PREPARED FOR: SHEPHARD'S BEACH RESORT 619 SOUTH GULFVIEW BOULEVARD CLEAR WATER BLEACH, FLORIDA 33767 PHONE: 727.442.1507 CONTACT: WILLIAM M. SHEPARD W-1 N a fie, & 9 14 FM &9-1 -Ift 1 N 1 M MITI I LOA Ul V-0 I I F., W-1 I KO m, I I K ON W-1 I I M-W, wo r, "a"I 1 1.1 t ; 6! N 0 N�wl too i 0 CONSULTANTS: TRCWW 3590 NW 56TH STREET FORT LAUDERDALE, FLORIDA 33309 PHONE: (954) 484-7777 CONTACT: MARCUS UNTERWEGER mak 11 M I m-wo mal KOXW-01 I I I 14 1 MWINXI ml. /-K TOP OF MECHANICAL 1491 -3Pf a tn FAI 1. i 1 r ��I�III' "IIIIII�IIIIII) NOTE: Mai ELEVATION DRAWINGS % OF OR ARCHITECTURAL 1 1 ELEVATION OPENINGS 133' -10" TOTAL DRC COMMENTS NO.2 2] ALUIMINUM IMPACT RESISTANT SLIDING GLASS DOORS W/ TINTED BLUE GLASS ELEMENTS NO.3 10/01/2009 ST 37% 41% 78% FULLY LOUVERED EXTERIOR -GRADE METAL EQUIPMENT H SCREENING SYSTEM NORTH 18% 43% 61% ASSEMBLY W/ TINTED BLUE GLASS Q 4 2 EAST 8% 1400 LEVEL - POOL DEC 79% [12] LANDSCAPED FACADE W/ GREENSCREEN TRELLIS SYSTEM SOUTH 118' -7" 41% 60% Fl 4 CONCRETE ENTRANCE CANOPY SUPPORTED BY CONCRETE COLONNADE STRUCTURE 7 FULLY LOUVERED HOLLOW METAL DOOR POOL MECH. LEVEL `I 5 OVERHEAD METAL DOOR 111' -4" 1200 LEVEL 101' -8" - tr°1 1100 LEVEL _ rK 1000 LEVEL 82'-4" - 900 LEVEL 72' -8" m rh 800 LEVEL 63' -0" - oc� CJ 700 LEVEL -- 53'-4" _ 00 ti 600 LEVEL 43" -8" 500 LEVEL c, rK 400 LEVEL lV/ °`t A" 20' N rK 300 LEVEL 00 12' -2" - N 200 LEVEL 00 GROUND LEVEL -7'-611(+6'-6" NAVD) FAI 1. i 1 r ��I�III' "IIIIII�IIIIII) NOTE: Mai ELEVATION DRAWINGS % OF OR ARCHITECTURAL 1 1 ELEVATION OPENINGS ARCHITECTURAL TOTAL DRC COMMENTS NO.2 2] ALUIMINUM IMPACT RESISTANT SLIDING GLASS DOORS W/ TINTED BLUE GLASS ELEMENTS NO.3 10/01/2009 ST 37% 41% 78% FULLY LOUVERED EXTERIOR -GRADE METAL EQUIPMENT H SCREENING SYSTEM NORTH 18% 43% 61% ASSEMBLY W/ TINTED BLUE GLASS Q 4 2 EAST 8% 51% 79% [12] LANDSCAPED FACADE W/ GREENSCREEN TRELLIS SYSTEM SOUTH 19% 41% 60% i r 9 0 19 in mmm ® .. ■ 9 L _ _ PROPOSED NEW ENTRANCE D An EXISTING HOTEL BEYOND ALUIMINUM LOUVERED AWNING SYSTEM OVER EXISTING PARKING STRUCTURE FACADE PARKING EXISTING LEGEND ISSUE HISTORY SMOOTH WHITE STUCCO FINISH, (TYPICAL) 191 DECORATIVE METAL MESH SCREENING PANEL SYSTEM DRC COMMENTS NO.2 2] ALUIMINUM IMPACT RESISTANT SLIDING GLASS DOORS W/ TINTED BLUE GLASS Flo] SCREENING PANEL DECORATIVE EXTERIOR -GRADE METAL LOUVERED NO.3 10/01/2009 ALUIMINUM AND GLASS IMPACT RESISTANT STOREFRONT )[,3 �+_ ASSEMBLY W/ TINTED BLUE GLASS 4 ] ALUIMINUM AND GLASS IMPACT RESISTANT GLAZING FULLY LOUVERED EXTERIOR -GRADE METAL EQUIPMENT H SCREENING SYSTEM ASSEMBLY W/ TINTED BLUE GLASS Q 4 2 [12] LANDSCAPED FACADE W/ GREENSCREEN TRELLIS SYSTEM IA ALUMfNUM PICKET RAILING ASSEMBLY F 6 a ALUMINUM FRAMED GLASS STOREFRONT DOORS WATER WALL ENTRANCE FEATURE H Fl 4 CONCRETE ENTRANCE CANOPY SUPPORTED BY CONCRETE COLONNADE STRUCTURE 7 FULLY LOUVERED HOLLOW METAL DOOR 8 ] ALUMINUM LOWERED AWNING SYSTEM `I 5 OVERHEAD METAL DOOR EXISTING HOTEL BEYOND ALUIMINUM LOUVERED AWNING SYSTEM OVER EXISTING PARKING STRUCTURE FACADE PARKING EXISTING SOUTH ELEVATION 1/16" = 1 -0" 0% I �I 16' -314 v N tn NORTH . 3 *. D• ..« .. REV. I MEMO ISSUE HISTORY NO.1 04/01/2009 DRC COMMENTS NO.2 07/06/2009 DRC COMMENTS NO.3 10/01/2009 DRC COMMENTS �+_ 11 SOUTH ELEVATION 1/16" = 1 -0" 0% I �I 16' -314 v N tn NORTH . 3 *. D• ..« .. REV. DATE: ISSUE HISTORY NO.1 04/01/2009 DRC COMMENTS NO.2 07/06/2009 DRC COMMENTS NO.3 10/01/2009 DRC COMMENTS �+_ 11 � A2= 7F =G OR �ARCI 00 0 S NOTE: % OF OPENINGS OR ARCHITECTURAL ELEMENTS ON FA) CLEAR WATER, FLORIDA SHEPHARD'S BEACH RESORT b(g SOUTH GULFVIEWBOULEVARD CLEAR WATER BLEACH, FLORIDA 33767 PHONE: 727.442.1507 CONTACT: WILLIAM M.SHEPARD KEITH DAY4C& ASSOCIATES, INC. 701 ENTERPRISE ROAD EAST, SUITE 4O4 SAFETY HARBOR, FLORIDA 34dV5 PHONE: (727)793'9888 CONTACT: KEITH ZAYAC KEITH ZAYAC& ASSOCIATES, INC 701 ENTERPRISE ROAD EAST, SUITE 4O4 SAFETY HARBOR, FLORIDA 346P5 PHONE: (727)7V3-P888 CONTACT: KEITH ZAYAC TRCWW 35VONVV5bDHSTREET FORT LAUDERDALE, FLORIDA 33309 PHONE: (q54)484-7777 CONTACT: MARCUS UNTERYVEGEQ mw REV. DATE: ISSUE HISTORY NO.2 07/06/2009 DRC COMMENTS COLOR v- ri , WO, PREPARED FOR: QHEPHARD'S BEACH RESORT 6lg SOUTH GULPVU5WBOULEVARD CLEAR WATER BLEACH, FLORIDA 387h7 PHONE: 727.442.1507 CONTACT: WILLIAM KX.SHEPAR0 JIM I D a & rml Q v mw i TRCWW 35PONW5bTHSTREET FORT LAUDERDALE, FLORIDA 33309 PHONE: (P54)484-7777 CONTACT: MAQCUSUNTERWEGEQ REV.1 DATE- ISSUE HISTORY NO. 1 104/01/2009 DRC COMMENTS NO.3 10101/2009 DRC COMMENTS NOTE: % OF OPENINGS OR ARCHITECTURAL ELEMENTS ON ELEVATION DRAWINGS I W* 0 L_ B D FST SHALL CORRELATE EST WIT I TONDTER- 0 "A R&I I - I Mal 0 1-11`60- 1 QW! I IMWAIK n0virelvA =Mb!4 L%vll I k4rt-ff &FI-1• 1-AWA LEGEND DATE: ISSUE HISTORY NO.1 ELEVATION OPENINGS ARCHITECTURAL TOTAL DRC COMMENTS ALUIMINUM IMPACT RESISTANT SLIDING GLASS DOORS W/ ELEMENTS DRC COMMENTS WEST 37% 41% 78% NORTH 18% 43% 61% EAST 28% 51% 79% SOUTH 19% 41% 60% I W* 0 L_ B D FST SHALL CORRELATE EST WIT I TONDTER- 0 "A R&I I - I Mal 0 1-11`60- 1 QW! I IMWAIK n0virelvA =Mb!4 L%vll I k4rt-ff &FI-1• 1-AWA LEGEND DATE: ISSUE HISTORY NO.1 SMOOTH WHITE STUCCO FINISH, (TYPICAL ) Fq] DECORATIVE METAL MESH SCREENING PANEL SYSTEM 07/06/2009 DRC COMMENTS ALUIMINUM IMPACT RESISTANT SLIDING GLASS DOORS W/ 10/01/2009 DRC COMMENTS 2 TINTED BLUE GLASS DECORATIVE EXTERIOR-GRADE METAL LOUVERED ALUIMINUM AND GLASS IMPACT RESISTANT STOREFRONT 11-01 SCREENING PANEL 1— 31 ASSEMBLY W/ TINTED BLUE GLASS AND GLASS IMPACT RESISTANT GLAZING FULLY LOUVERED EXTERIOR-GRADE METAL EQUIPMENT SCREENING SYSTEM [4]ALUIMINUM ASSEMBLY W/ TINTED BLUE GLASS ALUMINUM PICKET RAILING ASSEMBLY ALUMINUM FRAMED GLASS STOREFRONT DOORS ALUMINUM LOUVERED AWNING SYSTEM !IF' _Lq T11 11111 ILI 1�1 a a ■ EXISTING PARKING GARAGE - - - - - - - - A I I - - - _ _ _ _ _ -EXISTING HOTEL WING - - - - - -i - WEST ELEVATION 1 /16" = 1' -0'r__ I m LANDSCAPED FACADE W/ GREENSCREEN TRELLIS SYSTEM I WATER WALL ENTRANCE FEATURE CONCRETE ENTRANCE CANOPY SUPPORTED BY CONCRETE COLONNADE STRUCTURE An 3 re, I I 11 tq,,l A - will 0 w1m, ig; REV. DATE: ISSUE HISTORY NO.1 04/01/2009 DRC COMMENTS NO.2 07/06/2009 DRC COMMENTS NO.3 10/01/2009 DRC COMMENTS isimill IN 0 sm I k. UT IWATA 1 0%4 0 of MAN aw a 109 RAN I SHEPHARDS BEACH RESORT CLEAR WATER, FLORIDA SHEPHARD'S BEACH RESORT 619 SOUTH GULFVIEW BOULEVARD CLEAR WATER BLEACH, FLORIDA 33767 PHONE: 727.442.1507 CONTACT: WILLIAM M. SHEPARD CONSULTANTS: KEITH ZAYAC &ASSOCIATES, INC. 701 ENTERPRISE ROAD EAST, SUITE 404 SAFETY HARBOR, FLORIDA 34695 PHONE: (727) 793-9888 CONTACT: KEITH ZAYAC TRCWW 3590 NW 56TH STREET FORT LAUDERDALE, FLORIDA 33309 PHONE: (954) 484-7777 CONTACT: MARCUS UNTERWEGER p'r'--Av'c% wil lob JAW Ong I mmign i ISSUE HISTORY =Mal we on, VIEW OF BOARDWALK / TIKI BARS of - wMelfin • SHEPHARDS BEACH RESORT CLEARWATER, FLORIDA PREPARED FOR: SHEPHARD'S BEACH RESORT 619 SOUTH GULFVIEW BOULEVARD CLEAR WATER BLEACH, FLORIDA 33767 PHONE: 727.442.1507 CONTACT: WILLIAM M. SHEPARD Ho It 11 ZIP • ISSUE HISTORY 04/01/2009 DRC COMMENTS 07/06/2999 DRC COMMENTS =10/0112009 DRCCOMMENTS Beach by Design Compliance West err Z��p ? *' 1-0 q 12 to CLEAR ction roof SHEPHARDS BEACH RESORT WATER, D PREPARED FOR: SHEPHARD'S BEACH RESORT 619 SOUTH GULFVIEW BOULEVARD CLEAR WATER BLEACH, FLORIDA 33767 PHONE: 727.442.1507 CONTACT: WILLIAM M. SHEPARD 13 1,0 � "• • •' � � , .► :� rte• i ALONGG WITH THE ENGINEEM DMWINGS, • DESIG4NEF6 : IN THEIR ENnFEff IN THE CONOMTION OF • m_ 0. 1 m ISSUE HISTORY =owls i / 1 Ie. DRC COMMENTS Beach"by Des* Elevation f,6 0 133- lot, atio In order to comply with step back U...' .0 • I ; 1.,-. vft^ .' oft 4. 'ft & Ift ft Oft Oft t I I& Lft Alft Aft M% 14 Oft oft b% Wft Aft be 91 Alk SHEPHARDS BEACH RESORT CLEARWATER, FLORIDA PREPARED FOR: SHEPHARD'S BEACH RESORT 619 SOUTH GULFVIEW BOULEVARD CLEAR WATER BLEACH, FLORIDA 33767 PHONE: 727.442.1507 CONTACT: WILLIAM M. SHEPARD TFE,T MWW-A ALOW-W9H THE ENGNEM DMWNGS, NTERM DE9GNEfZS DMMGS� A�D RX)XICT MANUNS CONSWEA SNGUM •• NIRACT DOCUKEM AND MUST BE USEMCGEHM IN THEIR RMEW INTHE COMMr-TION OFTHIS PFOJEM. ISSUE HISTORY on, fowll na I I I SRI 0 A. Beach by Design Compliance EasL Elevation A ISSUE HISTORY ihti elevai`"ioni. "l' time me. =07/06/2009 "i"i,il,to velrticr--' -d sections aii-e ricAcessed, I e;;'m \'t I n n vv I fc"!l" e p r e cl.- i o i -i s a s 1, n g t h e g �' "10 0 1 I S. Ll t* 1 0 a I 3'p„ 23 ,pt u rica� ir"n e n A� s @ 8.2'-,/--'V" above ve zone 5-0 tepb a ck nfrnech co 13A f-0 i-,o break Up tl-ies. -i-,.icade. recess, ed 5-1 i I CLEARWATER, FLORIDA PREPARED FOR: SHEPHARD'S BEACH RESORT 619 SOUTH GULFVIEW BOULEVARD CLEAR WATER BLEACH, FLORIDA 33767 PHONE: 727.442.1507 CONTACT: WILLIAM M. SHEPARD 4 Mimi Fl. 0. 161 M?aEaMANUABCONgffUTEASW-"CONTPACTDOCUK&MANDMLISTBEL SE[ )TOGSHR IN THEIR BafEff IN THE 0ONSMUCTM • THS PRCLIECT. SHEET TIRE: EAST VIGNETTE SET TITLE: D.'jL4 NOTFOR • �► s : � �11Z� ISSUE HISTORY "l' time me. =07/06/2009 10101 /200• SHEET TIRE: EAST VIGNETTE SET TITLE: D.'jL4 NOTFOR • �► s : � �11Z� .t h LEGAL DESCRIPTION Lots 1 thru 5, Block "C ", Bayside Subdivision #5, according to the map or plat thereof as recorded in Plat Book 38, Pages 38 and 39, Public Records of Pinellas County, Florida, and begin at the northwesterly corner of Lot 1, Block "C ", Bayside Subdivision #5, as recorded in Plat Book 38, Pages 38 and 39, of the Public Records of Pinellas County, Florida; thence N54 °25'30" W., 65.14 feet along the southerly line of Gulf Boulevard; thence S12 °40'00" W., and parallel to the westerly boundary of the said Lot 1, Block "C ", Bayside Subdivision #5, a distance boundary of 286 feet to the waters of Clearwater Bay and thence easterly along the shore line of Clearwater Bay 67 feet more or less to the intersection of the shore line of Clearwater Bay and the westerly boundary line of said Lot 1, Block "C ", Bayside Subdivision #5, thence N12 °40'00" E., along the westerly boundary of the said Lot 1, Block "C ", Bayside Subdivision #5, 295 feet more or less to the Point of Beginning, Section 17, Township 29 South, Range 15 East, Pinellas County, Florida. SUBJECT PROPERTY CONTAINS: 2.689 f ACRES OVERALL 2.37 ACRES UPLAND OF THE FACE OF THE SEAWALL 0.319 ACRES FROM THE FACE OF THE SEAWALL TO THE MEAN HIGH WATER LINE 1. ELEVATIONS SHOWN HEREON ARE IN FEET AND REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. (NAVD) 2. REFERENCE BENCHMARK IS CITY OF CLEARWATER BENCHMARK, STAMPED: F -03, CITY OF CLEARWATER DISK, LOCATED AT THE INTERSECTION OF PARKWAY DRIVE AND BAYWAY BOULEVARD. LOCATED IN THE CENTER MEDIAN OF PARKWAY DRIVE, 4.3 FEET SOUTH OF THE SOUTHEAST CORNER OF A CURB INLET, 28.8 FEET SOUTHWEST OF A MANHOLE, 29.6 FEET EAST OF THE SOUTH CORNER OF A SIDEWALK. ELEVATION = 5.182' NGVD 1929 (PUBLISHED). 4.312 NAVD 1988 (CALCULATED) NOTE: CITY OF CLEARWATER DOES NOT HAVE CITY BENCHMARKS PUBLISHED IN NAVD 1988 VALUES. SLS USED THE NEARBY NGS BENCHMARK 6724A -1978 WITH A PUBLISHED ELEVATION OF 4.82 NGVD 1929 AND 3.953' (NAVD 1988) TO DETERMINE A RELATIVE DIFERENCE OF (- 0.87') TO BE USED TO CALCULATE THE CITY OF CLEARWATER BENCHMARK TO NAVD 1988. THIS WAS DONE BECAUSE THE SURVEY WAS ORIGINALY PREPARED USING THE CITY OF CLEARWATER'S BENCHMARK AND CHANGED TO THE NAVD 1988 DATUM AT THE CLIENTS REQUEST. 3. FLOOD ZONE NOTES: By graphic plotting only, this property -is in the following Flood Zones: "AE ", having a Base Flood Elevation of 12.0 feet above Mean Sea Level; also- I'VE", having a Base Flood Elevation of 13.0, 14.0 and 1 -6.0 feet above-Mean'' Sea Level, of the Flood Insurance Rate Map, Community Panel'No. 125006010G, which bears an effective date of September 3, 2003. NOTE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF FLORIDA DEPARTMENT OF TRANSPORTATION, ROADWAY AND TRAFFIC DESIGN STANDARDS AND THE CITY OF CLEARWATER CONSTRUCTION STANDARDS. "INVESTIGATE BEFORE YOU EXCAVATE" CALL SUNSHINE @ 1- 800 - 432 -4770 FL. STATUTE 553.851 (1979) REQUIRES A MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. rim"Im-l"I ON 09100*1 C L E AF � Z W A T E " M02" F L 0 R` 1 "Um' 'A 3 3 7 6 7 F'OJE T L• 't TIG.J I *0 ... `�15/0 1 1 , . j ■ i . !te 11, - I I' _ ., -1 e I!f CLEA'F07%"'WATER" p .tl 1 7 t• t 1bz005`UE ruo"ATE: 10all 5 PREPARED BY: KEITH ZAYAC & ASSOCIATES, INC CIVIL ENGINEERING - LANDSCAPE ARCHITECTURE - PLANNING 701 ENTERPRISE ROAD E, STE. 404 - SAFETY HARBOR, FL 34695 ( 7 2 7 ) 793 -9888 WWW.KEITHZAYAC.COM EB 9351 — LC 2600212 AGENCY APPLICATIONIPERMIT # DATE ISSUED / DATE EXPIRES CITY OF CLEARWATER FLD2008 -12033 PER CITY OF CLEARWATER ' SWFWMD C2A DEMOLITION PLAN C3 SITE PLAN C4 GRADING & DRAINAGE PLAN C5 UTILITY PLAN INDEX COVER SHEET C1 GENERAL NOTES C2 STORMWATER POLLUTION PER CITY OF CLEARWATER ' PREVENTION CERTIFICATION PLAN C2A DEMOLITION PLAN C3 SITE PLAN C4 GRADING & DRAINAGE PLAN C5 UTILITY PLAN C6 GENERAL DETAILS C7 GENERAL DETAILS C8 STORM VAULT DETAILS C9 LANDSCAPE PLAN C10 LANDSCAPE DETAILS C11 I r\ /1 A T- 1 r\ A I A A A 1-% Nk VICINITY MAP � � HOLNES py 3 J•eIt50N 3 W/AION �y}pM QN'EDEN 3 LEON _ uRERrY wAwLu 0 N. T. S. P ROJ EC' VICINITY NAR341 ��, H/JdILION 6UWMNEE rAnoR �,A" FAYETI6 FO CLAY ILO —UA PumnN' OWE LEW NATION ORIGINAL RECENED OCT 16 2009 PLANNING DEPARTMENT CITY OF CLEARWATER ISSUED FOR PERMITTING ONLY CLEARWATER, FLORIDA PREPARED FOR: SHEPHARD'S BEACH RESORT 319 SOUTH GULFVIEW BOULEVARD CLEARWATER BEACH, FLORIDA 33767 PHONE: 727.442.1507 CONTACT: WILLIAM M. SHEPARD Oscar I, Garcia, A.I.A. Architect 318 S.E. 8th Street Fort Lauderdale 6:..., :.. Florida, 33316 TEI: 954.462.1090 I-= 954.462.9040 www.garcloarchitect.com FL Ua AR0012551 USM Uc: 652A SC Lic: 5708 NO CORES, TRANSMS90N4 RERLODUCTION% OR ElE mmc MANIFUATION aF ANY PORTION OF THESE DRAW 4S IN MM.E OR IN PART ARE TO BE MADE WTHOUT THE EMPRESS WRITTEN PERMISSION OF OSCAR I. GAROA, A.LA. ARCI111EM.. ALL DESIGNS INDICATED IN TF6g DRAWNGS ARE PROPERTY OF OSCAR I. GARCIA. A.I.A. ARCHTECE ALL COPYRIGHTS TESIMED 42007. CONSULTANTS: CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING ........... . a KEITH ZAYAC & ASSOCIATES, INC. {727) 793 -9888 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 WWW.KEITHZAYAC.COM EB 9351 — LC 2600212 SAT9 PLAN APPROVED CASE # 0E±z -0 33 CASE TYPE 011C DATE 0q co mE I 510-NATURE THESE MAW NG$ ALONG WITH TFE IDMEFRS DRAW1,10% INTERIOR DESIGNUM DRAWINGS, AND PROM MANUALS CONSTITUTE A SINGULAR CONTRACT DOM AQ7T AND MAST BE USD TOGEIFER IN THBR WMETY IN THE CONSTRUCTION OF THIS PRO,ELT. REV. DATE: ISSUE HISTORY 1 12.08.OE PER CITY OF CLEARWATER ' 2 04.02.09 REVISED PER DRC COMMENTS 3 06.15.09 REVISED PER DRC COMMENTS SHEET TITLE: COVER SHEET SET TITLE: PROJECT PHASE NOT FOR CONSTRUCTION JOB NO: 0820 DRAWN BY: JVI DATE: 04/02/09 CHECKED:,. ic)_. w+•�i � � z C1 y An `h' l`iJ w LU z LU LU ` N N_ .. "�t+�.�ar•,° Z it ■ GENERAL CONSTRUCTION NOTES 1. ALL ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM (1988). 2. 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. 3. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN ADVANCE OF CONSTRUCTION, BY CALLING FLORIDA SUNSHINE STATE ONE CALL CENTER OF FLORIDA, INC. AT 1- 800 - 432 -4770. 5. 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. 6. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO ROADWAY BASE AND SURFACE CONSTRUCTION. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. 8. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS AND /OR LATEST EDITION. 9. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 10. CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. 11. AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES AND SUPPLY THEM WITH ALL APPROVED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER OR WITHOUT AGENCY INSPECTOR PRESENT MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE NECESSARY WITH OTHER CONTRACTOR AND UTILITY COMPANIES. 13. ALL DISTURBED AREAS WITHIN PUBLIC RIGHT -OF -WAY ARE TO BE RESTORED TO ORIGINAL CONDITION OR BETTER. 14. REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS BEFORE COMMENCING CONSTRUCTION WORK UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED. 15. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED ARE TO BE SEEDED AND MULCHED TO FDOT STANDARDS AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD HAVE BEEN OBTAINED, ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR/SUBCONTRACTOR UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE BY THE REGULATORY AGENCY AND ENGINEER OF RECORD. 16. CHAPTER 77 -153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING. MAPS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES. THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR SERVICE LINES IS BY AN ON- SITE INSPECTION BY THE RESPECTIVE GAS PERSONNEL. THEREFORE, EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE RESPECTIVE GAS COMPANY TWO WORKING DAYS BEFORE ENTERING A CONSTRUCTION AREA. 17. RECORD DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING INFORMATION ON A SET OF THE APPROVED PLANS CONCURRENTLY WITH CONSTRUCTION PROGRESS, WITHIN TWO (2) WEEKS FOLLOWING FINAL INSPECTION THE CONTRACTOR SHALL SUBMIT ONE (1) SET OF RECORD DRAWINGS TO THE ENGINEER, THE FINAL RECORD DRAWINGS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: 1. DRAWINGS TO BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION. 2. DRAWINGS SHALL SHOW ACTUAL LOCATION OF ALL WATER AND WASTEWATER PIPING AND RELATED APPURTENANCES, BOTH ABOVE AND BELOW GROUND. ALL CHANGES TO PIPING LOCATION INCLUDING HORIZONTAL & VERTICAL LOCATIONS OF UTILITIES & APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO PERMANENT SURFACE IMPROVEMENTS. DRAWINGS SHALL ALSO SHOW ACTUAL INSTALLED PIPE MATERIAL, CLASS, ETC, 3. DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL INCLUDING CHANGES MADE BY FIELD ORDER OR BY CHANGE ORDER, 4. DRAWINGS SHALL CLEARLY SHOW ALL DETAILS NOT ON ORIGINAL CONTRACT DRAWINGS BUT CONSTRUCTED IN THE FIELD. ALL EQUIPMENT AND PIPING RELOCATION SHALL BE CLEARLY SHOWN. 5. LOCATIONS OF ALL MANHOLES, HYDRANTS, VALVES, & VALVE BOXES SHALL BE SHOWN. ALL VALVES SHALL BE REFERENCED FROM AT LEAST TWO (2) AND PREFERABLY THREE (3) PERMANENT POINTS. TESTING AND INSPECTION REQUIREMENTS 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 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. THE STORM SYSTEM WILL BE INSPECTED BY THE OWNER'S ENGINEER PRIOR TO APPROVAL FOR CERTIFICATE OF OCCUPANCY PURPOSES. SAFETY NOTES 1. 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 PERSONNEL. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. 2. 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 WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS. 3. 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 ADMINISTRATION. 4. 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 THAT THE OWNER OR ENGINEER WILL INSPECT AND /OR ENFORCE SAFETY REGULATIONS, CLEARING AND SITE PREPARATION NOTES 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S TREE ORDINANCE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY. 3. CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF - SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. 6. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS AND APPROVALS PRIOR TO REMOVING ANY EXISTING STRUCTURES. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING ANY EXISTING STRUCTURES FROM THE SITE. 8. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR /SUBCONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. IT SHALL BE THE CONTRACTOR'S /SUBCONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE EXERCISE CAUTION UTILITIES. THE CONTRACTOR/SUBCONTRACTOR SHALL WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFACE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE AND THE CONTRACTOR/SUBCONTRACTOR AND SHALL COOPERATE WITH THE UTILITY COMPANIES DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR /SUBCONTRACTOR BY THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. PAVING AND GRADING NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING SHEETING OR SHORING AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED. THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY. 3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE 2. �8�1��A1{�3�BL`�I��?IAli1E NECESSARY DEWATERING PERMITS FROM 4. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES SHOWN TO BE SAVED. CONTRACTOR TO COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY ELEVATION CHANGES. 5. CONTRACTOR TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 6. ALL PAVEMENT MARKINGS SHALL CONFORM TO FDOT STANDARD INDEX NO, 17346, SHEETS 1 -7, 7. CONTRACTOR SHALL TRIM, TACK, AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. 8. CONTRACTOR IS TO PROVIDE EROSION CONTROL /SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, AND STORM SEWERS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT THE SITE. IF, IN THE OPINION OF THE ENGINEER AND /OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF -SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND /OR AUTHORITIES. 9. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER ACCEPTABLE METHODS. 10. THERE IS TO BE NO DISCHARGE (I.E. PUMPING, SHEET FLOW, SWALE, DITCH, ETC.) INTO EXISTING DITCHES OR CANALS WITHOUT THE USE OF SETTLING PONDS. IF THE CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING DITCHES OR CANALS A SETTLING POND PLAN PREPARED BY THE CONTRACTOR MUST BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD AND LOCAL REGULATORY AGENCY PRIOR TO CONSTRUCTION. PAVING & GRADING TESTING AND INSPECTION REQUIREMENTS 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SOILS ENGINEER, 2. SOILS ENGINEER TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION TESTS AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER OF RECORD IN WRITING THAT ALL TESTING REQUIREMENTS REQUIRED BY THE LOCAL REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) FOR THE IMPROVEMENTS AS REQUIRED BY THE CONSTRUCTION DRAWINGS HAVE BEEN SATISFIED 3. CONTRACTOR TO REVIEW SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT AND COMMENCING CONSTRUCTION. CITY OF CLEARWATER SIGN NOTES: NO SIGNS ARE PART OF THIS SITE APPROVAL APPLICATION THE OWNER SHALL SUBMIT A COMPREHENSIVE SIGN APPLICATION AND OBTAIN APPROVAL FOR ALL EXISTING AND PROPOSED SIGNAGE. EXISTING SIGNAGE ONSITE SHALL BE BROUGHT INTO COMPLIANCE AS PART OF THE COMPREHENSIVE SIGN PROGRAM PRIOR TO C.O. TRANSPORTATION IMPACT FEE NOTE: 1. APPLICANT SHALL COMPLY WITH THE CURRENT TRANSPORTATION IMPACT FEE ORDINANCE AND FEE SCHEDULE PRIOR TO CERTIFICATE OF OCCUPANCY (C.O.) WATER SYSTEM NOTES 1. A VERTICAL CLEARANCE OF 18 INCHES SHALL BE MAINTAINED BETWEEN SANITARY SEWERS AND WATER MAINS. IF CLEARANCE CANNOT BE ACHIEVED BY ADJUSTING WATER MAINS THE SANITARY SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON CLASS 54 A MINIMUM OF 10 FEET ON BOTH SIDES OF THE CONFLICT POINT. AS AN ALTERNATIVE THE SANITARY SEWER MAY BE PLACED IN A SLEEVE OR ENCASED IN CONCRETE FOR THE REQUIRED 10 FEET ON EACH SIDE OF THE CONFLICT POINT. 2. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND SANITARY SEWER. 3. ALL WATER MAINS SHALL HAVE A MINIMUM OF 30 INCHES AND A MAXIMUM OF 42" BELOW FINISHED GRADE. 4. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 5, CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY ADJUSTING THE WATER LINES AS NECESSARY. 6. CONTIRA6tbR TO INSTALL TEMPORARY BLOW -OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. 7. RESTRAINING JOINTS SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN ON DETAILS. 8. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES, PLANS, AND SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE LOCAL REGULATORY AGENCY DEPARTMENT OF PUBLIC UTILITIES, 9. ALL UNDERGROUND PVC SHALL BE DR14 (C -900). WATER SYSTEM TESTING AND INSPECTION REQUIREMENT NOTES 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, THRUST BLOCKING, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND COUNTY INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. 2. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING AND OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S ENGINEER. SANITARY SEWER NOTES 1. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND SANITARY SEWER. 2. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 3. SANITARY SEWER MAINS AND LATERALS SHALL HAVE A MINIMUM COVER OF THREE (3) FEET AND SHALL BE INSTALLED ACCOMPANIED BY A METAL TAPE SIMILAR TO "TERRATAPE" COLORED GREEN AND LAID ONE FOOT ABOVE THE PIPE. SANITARY SEWER TESTING AND INSPECTION REQUIREMENT NOTES 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. DRAINAGE SYSTEM CONSTRUCTION NOTES 1. STANDARD INDEXES REFERTO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS ". 2. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C -76) WITH RUBBER GASKET JOINTS UNLESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS OTHERWISE NOTED ON PLANS. 3. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES WITH THE EXCEPTION OF MITERED END AND FLARED END SECTIONS WHICH ARE INCLUDED IN LENGTHS. 4. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H -20 LOADINGS. 5. CONTRACTOR TO SOD THE DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND. 6. ALL STORM DRAINAGE STRUCTURES DEEPER THAN TEN (10) FEET TO HAVE LADDER BARS. 7. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY. 8. PROTECTION OF EXISTING STORM SEWERS SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 9, MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1996, OR LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO. 10. CLASS "B" TYPE I BEDDING SHALL BE USED UNLESS INDICATED OTHERWISE ON THE DRAWINGS, OR BY THE ENGINEER. 11. ALL ROUND REINFORCED CONCRETE PIPE JOINTS UNDER PAVEMENT, DRIVEWAYS, AND SIDEWALKS WITHIN PUBLIC RIGHT -OF -WAY, AND ANY OUTFALL SYSTEM SHALL BE WRAPPED WITH MIRAFI 14 ON FILTER FABRIC OR EQUAL FABRIC TO BE A MIN. OF 30" IN WIDTH AND CENTERED ON PIPE. CITY OF CLEARWATER PARKS AND RECREATION NOTES: 1. THE PUBLIC ART AND DESIGN IMPACT FEE IS DUE AND PAYABLE ON THIS PROJECT PRIOR TO ISSUANCE OF BUILDING PERMIT. THE FEE COULD BE SUBSTANTIAL, CONTACT CHRIS HUBBARD AT 727- 562 -4837 TO CALCULATE ASSESSMENT. 2. OPEN SPACE /RECREATION IMPACT FEES ARE DUE PRIOR TO ISSUANCE OF BUILDING PERMITS OR FINAL PLAN (IF APPLICABLE) WHICHEVER OCCURS FIRST, THESE FEES COULD BE SUBSTANTIAL AND IT IS RECOMMENDED THAT YOU CONTACT DEBBIE REID AT 727 -962 -4818 TO CALCULATE THE ASSESSMENT. GENERAL SITE NOTES: 1. ENGINEER /LANDSCAPE ARCHITECT: 2. DEVELOPER NAME: 3. ARCHITECT NAME: 3. SURVEYOR NAME: 4. PROJECT ADDRESS: PARCEL ID: 5. ZONING: FUTURE LAND -USE: PRESENT USE: 6. DEVELOPED USE: 7. LAND DATA TABLE: TOTAL SITE AREA: SITE AREA FOR "T" ZONING: SITE AREA FOR "OS /R" ZONING: 8, SETBACKS: (NEW CONSTRUCTION) (EXISTING CONDITIONS) 9. BUILDING HEIGHT: (FROM BFE (ELEV -14) TO 10. PARKING CALCULATION: EXISTING PROPOSED TOWER & GARAGE TOTAL PARKING PROVIDED TOTAL SPACES REQUIRED: 11. SITE DATA TABLE: KEITH ZAYAC & ASSOCIATES, INC. 701 ENTERPRISE ROAD EAST, SUITE 404 SAFETY HARBOR, FL 34695 (727) 793 -9888 Bus (727) 793 -9855 Fax SHEPARD'S BEACH RESORT, INC. WILLIAM M. SHEPARD, TRUSTEE 619 SOUTH GULFVIEW BOULEVARD CLEARWATER, FLORIDA 33767 (727) 442 -1507 OSCAR GARCIA ARCHITECT 318 S.E. 8TH STREET FT. LAUDERDALE, FLORIDA 33316 (954) 462 -1090 Bus (954) 462 -9040 Fax SUNCOAST LAND SURVEYING, INC. 111 FOREST LAKES BOULEVARD OLDSMAR, FLORIDA 34677 (813) 854 -1342 Bus (813) 855 -6890 Fax 619 SOUTH GULFVIEW BOULEVARD CLEARWATER, FLORIDA 33767 COMBINED PARCEL # 17/29/15/05004/003 /0010 17/29/15/05004/003 /0010 17/29/15/00000/220 /0100 "T" (TOURIST) /OSR (OPEN SPACE /RECREATIONAL) RFH - RESORT FACILITIES HIGH "P" PRESERVATION OVERNIGHT ACCOMMODATIONS (96 OVERNIGHT ACCOMMODATIONS & ACCESSORY USES) 186 OVERNIGHT ACCOMMODATIONS AND ACCESSORY USES 117,132.84 SF (2.689 AC) 103,237.20 SF (2.37 AC) 13,895.64 SF (0.319 A(;) REQUIRED PROPOSED 10 -15' FRONT 11.20' MIN. (NORTH TO BLDG.) 6.50' MIN. (NORTH TO SIDEWALK) 0 -10' SIDE 15.44' MIN. (EAST TO BLDG.) 10 -20' REAR 39.51' MIN, (SOUTH TO BLDG. TO PROPERTY LINE) 5.20' MIN. (SOUTH OVERHANG TO SEAWALL) 0.00' MIN.-(SOUTH PVMT TO SEAWALL) REQUIRED PROPOSED 10 -15' FRONT 15.56' MIN. (NORTH TO BLDG.) 19.59' MIN. (NORTH TO FINS) 0 -10' SIDE 0.00' MIN. (WEST TO BLDG.) 0.00' MIN. (WEST TO PAVEMENT) 11.91' MIN. (WEST TO FINS) 10 -20' REAR 22.00' MIN. (SOUTH TO BLDG. TO PROPERTY LINE) 19.46' MIN. (SOUTH BUILDING TO SEAWALL) 0.00' MIN. (SOUTH PVMT TO SEAWALL) REQUIRED: PROPOSED: 35' -100' 133' -10" = 191 STRIPED 28 OVERFLOW + 1 H.C. = 220 SPACES = 123 STRIPED + 40 OVERFLOW + 1 H.C. = 164 SPACES = 314 STIRIP D + 68 OVERFLOW + 2 H.C. = 384 SPACES (1.2 SPACE /UNIT)(186 UNITS) = 223 SPACES 3 EXISTING: PROPOSED: REQUIRED: A. TOTAL SITE AREA WITHIN "T" DISTRICT: 103,237.20 SF (2.37 AC) B. TOTAL OPEN SPACE: 12,794.06 SF (0.29 AC) C. BUILDING FOOTPRINT: 46,547.81 SF D. SIDEWALK/DECK/PAVED AREA: 27,560.10 SF E. VEHICULAR USE AREA: 16,335.23 SF F. TOTAL IMPERVIOUS AREA: 90,443.14 SF (0.88 ISR) G. INTERIOR LANDSCAPE AREA: 762.73 SF (0.04%) H. OVERNIGHT ACCOMMODATIONS: 96 UNITS I. TOTAL BUILDING GROSS FLOOR AREA: - 103,237.20 SF (2.37 AC) 10,000.00 SF 17,085.67 SF (0.39 AC) 5,162 SF (0.11 AC MIN.) 51,276.00 SF - 23,061.33 SF - 11,814.20 SF - 86,171.53 SF (0.83 ISR) 98,075 SF (0.95 ISR MAX.) 1,236.00 SF (10.46 %) 10% OF VUA (1,181.42 SF MIN.) 186 OVERNIGHT 118 (50 ROOMS /ACRE) WPQA�W,NS 381,507.00 SF 12. THIS PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE "AE" (ELEV.12.0) & "VE" (ELEV. 13.0, 14.0 & 16.0) AS SHOWN ON THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL #1250960104G, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, EFFECTIVE: SEPTEMBER 3, 2003, 13. THERE ARE NO ENVIRONMENTALLY UNIQUE AREAS ON SITE LANDWARD OF SEAWALL. 14. ALL DISTURBED AREAS WITHIN RIGHT -OF -WAY SHALL BE SODDED AND /OR PLANTED. A R -O -W USE PERMIT WILL BE REQUIRED FOR LANDSCAPING AND ALL OTHER IMPROVEMENTS WITHIN R -O -W. 15. SOLID WASTE WILL BE COLLECTED AND DISPOSED OF IN EXISTING FACILITIES 16. PEDESTRIAN SIDEWALKS SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF CLEARWATER'S REQUIREMENTS AND STANDARDS. ALL PROPOSED SIDEWALKS SHALL NOT EXCEED A CROSS SLOPE OF 2 %. 17. GUTTERS, DOWNSPOUTS, UTILITY BOXES, AND OTHER MISC. SITE FIXTURES WILL BE PAINTED,SCREENED, OR OTHERWISE CONCEALED, OR BLENDED IN BUILDING ARCHITECTURE. 18. ALL UNUSED DRIVEWAYS MUST BE REMOVED AND REPLACED WITH CURB, SIDEWALK, AND LANDSCAPING TO MATCH EXISTING CONDITIONS OR BETTER. 19. A COMPREHENSIVE SIGN PACKAGE WILL SUBMITTED UNDER A SEPARATE PERMIT APPLICATION. 20. THERE SHALL BE A MINIMUM OF 2 FOOT HORIZONTAL CLEARANCE FROM THE EDGE OF ALL SIDEWALKS TO VERTICAL OBSTRUCTIONS. 21. ALL SITE LIGHTING WILL BE ATTACHED TO EXISTING & PROPOSED BUILDING. 22. HOTEL DENSITY CALCULATION: (2.37 AC)(50 ROOMS /AC) = 118 ROOMS RESERVE REQUEST = 68 ROOMS TOTAL ROOMS = 186 ROOMS (78.48 ROOMS /ACRE) 22. QUEUING IN ENTRY DRIVE PROVIDES FOR THE STACKING OF 16 CARS. 23. THE VERTICAL CLEAR HEIGHT OF EACH GARAGE FLOOR LEVEL IN VEHICLE AND PEDESTRIAN TRAFFIC AREAS SHALL BE LESS THAN 7' -0" OTHER THAN THE VAN ACCESSIBLE PARKING WHICH SHALL NOT BE LESS THAN 8' -2 ". ISSUED FOR PERMITTING ONLY ORIGINAL RECEIVED OCT 16 2009 PLANNING DEPARTMENT CITY OF CLEARWATER PLANS SHALL SUPERCEDE SPEC BOOKS IF A DISCREPANCY OCCURS CHECK PLANS AND CONTACT ENGINEER IN WRITING CLEARWATER, FLORIDA PREPARED FOR: SHEPHARD'S BEACH RESORT 319 SOUTH GULFVIEW BOULEVARD CLEARWATER BEACH, FLORIDA 33767 PHONE: 727.442.1507 CONTACT: WILLIAM M. SHEPARD Oscar I. Garcia, A.I.A. Architect 318 S E 8th Street '. Fart Lauderdale s Florida 33316 TEI: 954,4621090 Fax; 954.4629040 www.garcicarchitect.com FL Uc: AR0012551 USM Uc: 652A SC Ua 5708 NO CORES, TRANSMSSION% REPROOUCIIONS, OR nEC7ROMC MANIPUATION aF ANY PORTION CF THESE DRAWINGS IN Waq.E OR IN PART ARE TO BE MADE WTHOLIT THE DRiESS WaTTEN PERMISSION OF OSCAR I. GARCIA. A.I.A. ARai11ET:T. ALL DESIGNS INOICATED IN THESE DRAWNGS ARE PROPERTY OF OSCAR I. GARCIA, A.I.A. ARCHTECT. ALL OWM7IGHTS RESERVED 42007. CONSULTANTS: CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING �r,, .:fix• KEITH ZAYAC & ASSOCIATES, INC. (727) 793 -9888 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 I WWW.KEITHZAYAC.COM I EB 9351 - LC 2600212 MM DRAWNGS, NANO W1H THE ENGINEERS DRAWNGS, INTERIOR DESIGNERS MAWNGS, ADD PRO= MANUW.S CONS TIME A SINaLAR CONTRACr DOMUNT AND MUST BE USED TOGETHER IN THEIR ENORETY IN 1HE OONSIRUCIION OF 7HS PRQECT. REV. DATE: ISSUE HISTORY 1 12.08.08 PER CITY OF CLEARWATER 2 04.02.09 REVISED PER DRC COMMENTS 3 09.09.09 REVISED PER CITY COMMENTS �.•I ..; /1 �a SHEET TITLE: GENERAL NOTES SET TITLE: PROJECT PHASE NOT FOR CONSTRUCTION JOB NO: 0820 DRAWN BY: RM DATE: 04/02/09 CHECKED:, . KEZ a0_.7 �� ,;. ��► ,,,; ,Iti co 8z I '�S`,.l�i' W z Ld �.•I ..; /1 �a _. , 2U41 THE GENERAL CONTRACTOR WILL FILL IN THE BLANKS AS THE REQUIRED INFORMATION IS KNOWN. THE GENERAL CONTRACTOR WILL ENSURE ALL SUBCONTRACTORS SIGN THIS SWPPP AND THAT THEY UNDERSTAND AND COMPLY WITH THIS PLAN. GENERAL NOTES: 1. FEDERAL LAW PROHIBITS THE POINT SOURCE DISCHARGE OF POLLUTANTS, INCLUDING THE DISCHARGE OF STORMWATER ASSOCIATED WITH LARGE OR SMALL CONSTRUCTION ACTIVITIES TO WATER OF THE UNITED STATES WITHOUT A NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. UNDER THE STATE OF FLORIDA'S AUTHORITY TO ADMINISTER THE NPDES STORMWATER PROGRAM, OPERATORS THAT HAVE STORMWATER DISCHARGE ASSOCIATED WITH LARGE OR SMALL CONSTRUCTION ACTIVITIES TO SURFACE WATERS OF THE STATE, INCLUDING THROUGH A MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4), MUST OBTAIN COVERAGE EITHER UNDER THE GENERIC PERMIT OR AN INDIVIDUAL PERMIT. 2. THERE A SPECIFIC ELIGIBILITY CRITERIA AND LIMITATIONS ON COVERAGE THAT CAN BE REVIEWED IN THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES DATED MAY 2003 (HENCEFORTH REFERRED TO AS "THE GENERIC PERMIT "). ACTIVITIES SPECIFICALLY DESCRIBED IN THIS STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ARE COVERED, ANY ACTIVITY NOT SPECIFICALLY DISCUSSED IN THIS SWPPP MAY NOT BE COVERED AND SHOULD IMMEDIATELY BE IDENTIFIED TO THE SIGNATURE AUTHORITY (OWNER AND GENERAL CONTRACTOR) ON THE POSTED NOTICE OF INTENT (NOI). 3. OPERATORS SEEKING COVERAGE UNDER THIS GENERIC PERMIT TO AUTHORIZE STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITY FOR NEW LARGE OR SMALL CONSTRUCTION ACTIVITIES SHALL FILE AN NOI FOR COVERAGE UNDER THIS PERMIT AT LEAST TWO (2) DAYS BEFORE COMMENCEMENT OF CONSTRUCTION. SHOULD THE OPERATOR CHANGE DURING CONSTRUCTION, THE NEW OPERATOR SHALL FILE AN NOI FOR COVERAGE UNDER THIS PERMIT AT LEAST TWO (2) DAYS BEFORE ASSUMING CONTROL OF THE PROJECT AND THE PREVIOUS OPERATOR SHALL FILE A NOTICE OF TERMINATION (NOT) TO TERMINATE PERMIT COVERAGE, 4. A COPY OF THE N01 CONFIRMING COVERAGE UNDER THIS GENERIC PERMIT SHALL BE POSTED AT THE CONSTRUCTION SITE IN A PROMINENT PLACE FOR PUBLIC VIEWING (SUCH AS ALONGSIDE A BUILDING PERMIT). 5. THE PERIOD OF COVERAGE UNDER THIS GENERIC PERMIT IS EFFECTIVE TWO (2) DAYS AFTER THE DATE OF SUBMITTAL OF THE COMPLETE NOI TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP). COVERAGE UNDER THIS GENERIC PERMIT IS LIMITED TO A TERM NOT TO EXCEED FIVE (5) YEARS FROM THE EFFECTIVE DATE OF COVERAGE, 6. EXCEPT AS NOTED IN THE GENERIC PERMIT, ALL DISCHARGES COVERED BY THIS PERMIT SHALL BE COMPOSED ENTIRELY OF STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY AND DISCHARGES OF MATERIAL OTHER THAN STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY MUST BE IN COMPLIANCE WITH AN FDEP PERMIT (OTHER THAN THIS PERMIT) ISSUED FOR THE DISCHARGE OR BE EXEMPT FROM PERMITTING. 7. THE FOLLOWING NON - STORMWATER DISCHARGES MAY BE AUTHORIZED BY THIS PERMIT PROVIDED THE NON - STORMWATER COMPONENT OF THE DISCHARGE IS IN COMPLIANCE WITH THE GENERIC PERMIT AND THE DISCHARGE ACTIVITIES ARE LISTED AND DESCRIBED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) PROVIDED BELOW: DISCHARGES FROM FIRE FIGHTING ACTIVITIES, FIRE HYDRANT FLUSHING, WATERS USED TO SPRAY OFF LOOSE SOLIDS FROM VEHICLES (WASTEWATERS FROM A MORE THOROUGH CLEANING, INCLUDING THE USE OF DETERGENTS OR OTHER CLEANERS, IS NOT AUTHORIZED BY THIS PERMIT) OR CONTROL DUST, POTABLE WATER SOURCES INCLUDING WATERLINE FLUSHING, IRRIGATION SEQUENCE OF RESPONSIBLE START DATE MAJOR ACTIVITY CONTRACTOR/SUBCONTRACTOR DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL A) INSTALL TEMPORARY PERIMETER EROSION PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR 1. ALL CONTROL MEASURES WILL BE INSPECTED AT LEAST ONCE EACH WEEK AND WITHIN 24 HOURS OF THE END OF ANY STORM AND SEDIMENT CONTROL -SILT FENCE EVENT OF 0.5 INCHES OR GREATER AS FOLLOWS: DISTURBED AREA AND AREAS USED FOR STORAGE OF MATERIALS THAT INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE AND B) INSTALL STABILIZED CONSTRUCTION COMPLETE, I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING STORMWATER SYSTEM THE STORMWATER MANAGEMENT SYSTEM AND EROSION AND SEDIMENT CONTROL MEASURES ENTRANCE SHALL BE PREVENTED OR MINIMIZED IN ACCORDANCE WITH THE APPLICABLE STORMWATER POLLUTION PREVENTION PLAN MATERIAL WILL BE APPLIED IN ORDER TO PREVENT EROSION AND HOLD THE SEED UNTIL IT GERMINATES AND IS C) SELECTIVELY CLEAR & GRUB SITE WITHIN ESTABLISHED. APPLICATION RATES AND THE CHOICES OF STRAW OR MATTING IS SLOPE DEPENDENT. SUB -BASE AND BASE CFR PART 117 AND 40 CFR PART 302. WHERE A RELEASE CONTAINING A HAZARDOUS SUBSTANCE IN AN AMOUNT EQUAL TO SILT FENCE OR IN EXCESS OF A REPORTING QUANTITY ESTABLISHED UNDER EITHER 40 CFR 117 OR 40 CFR 302, OCCURS DURING A 24 APPLIED. TEMPORARY STABILIZATION STRUCTURES AND MATERIALS WILL BE MAINTAINED UNTIL CONSTRUCTION D) PILE AND REMOVE EXCESS TOP SOIL ACTIVITIES ARE COMPLETE. A. THE OPERATOR IS REQUIRED TO NOTIFY THE STATE WARNING POINT (800.320.0519 OR 850.413.9911) AS SOON AS HE OR E) EXCAVATE STORMWATER MANAGEMENT SHE HAS KNOWLEDGE OF THE DISCHARGE; SHALL BE STABILIZED WITH SOD OR OTHER GROUND COVER AS DESCRIBED IN THE LANDSCAPE PLANS NOT LATER THAN 14 POND DAYS AFTER THE LAST CONSTRUCTION ACTIVITY THE SOD AND OTHER PLANTINGS SHALL BE MAINTAINED IN A MANNER TO OF: THE RELEASE (INCLUDING THE TYPE AND ESTIMATE OF THE AMOUNT OF MATERIAL RELEASED), THE DATE THAT F) STABILIZE DENUDED AREAS AND SUCH RELEASE OCCURRED, THE CIRCUMSTANCES LEADING TO THE RELEASE, AND REMEDIAL STEPS TO BE TAKEN, TO STOCKPILES WITHIN 14 CALENDAR DAYS OF STRUCTURAL PRACTICES C. THE SWPPP BELOW MUST BE MODIFIED WITHIN 14 CALENDAR DAYS OF THE KNOWLEDGE OF THE RELEASE TO: PROVIDE LAST CONSTRUCTION ACTIVITY IN A SPECIFIC A DESCRIPTION OF THE RELEASE, THE CIRCUMSTANCES LEADING TO THE RELEASE, AND THE DATE OF THE RELEASE. IN RUNOFF UNTIL THE STORMWATER MANAGEMENT SYSTEM IS INSTALLED AND OPERATIONAL. TEMPORARY SILT BARRIERS AREA USING EITHER HAY BALES OR SUPPLIER SPECIFIC ATTACHMENTS MAY BE INSTALLED TO PROTECT THE NEWLY INSTALLED RELEASES AND TO RESPOND TO SUCH RELEASES, AND THE PLAN MUST BE MODIFIED WHERE APPROPRIATE. G) INSTALL STORMWATER MANAGEMENT 10. THIS PERMIT DOES NOT AUTHORIZE THE DISCHARGE OF HAZARDOUS SUBSTANCES OR OIL RESULTING FROM AN ON -SITE STORMWATER INLETS WITHIN AFFECTED AREAS TO PREVENT SILT OR SEDIMENT FROM ENTERING THE PUBLIC STORMWATER SYSTEM ALONG WITH TEMPORARY DRAIN MANAGEMENT SYSTEM. THIS CAN BE ACCOMPLISHED THROUGH SEVERAL COMMONLY ACCEPTED PRACTICES SUCH AS SAND SEDIMENT CONTROL STORMWATER POLLUTION PREVENTION PLAN (SWPPP): 2. SEDIMENT BASINS - ARE NOT REQUIRED FOR SITES UNDER 10 ACRES BUT ARE RECOMMENDED DEPENDING UPON THE H) ADD FILL, GRADE AND STABILIZE AREA EXPECTED PRECIPITATION DURING THE CONSTRUCTION PERIOD. SEDIMENT BASINS OR TRAPS SHOULD NOT BE COVERED BY THIS PERMIT. THE PLAN SHALL IDENTIFY POTENTIAL SOURCES OF POLLUTION THAT MAY REASONABLY BE UNDER BUILDING FOOTPRINTS AND EXPECTED TO AFFECT THE QUALITY OF STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN FROM THE SITE ONCE CONSTRUCTION IS COMPLETE AND AS LONG AS THE CONSTRUCTION EQUIPMENT REMOVING THE PAVEMENT ACCUMULATED SEDIMENT AND SILT WILL NOT EXCESSIVELY COMPACT THE AREA WITHIN THE POND HINDERING INFILTRATION USED TO REDUCE THE POLLUTANTS IN STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITY AND TO 1) CONSTRUCT BUILDINGS ASSURE COMPLIANCE WITH THE TERMS AND CONDITIONS OF THIS PERMIT. FACILITIES MUST IMPLEMENT THE PROVISIONS OF PERMANENT STORMWATER MANAGEMENT J) INSTALL UTILITIES STORM DRAINAGE FOR THE SITE WILL BE PROVIDED BY ROOF DRAINS LEADS, YARD INLETS AND CATCH BASINS, NEW TO DEVELOP AND IMPLEMENT A STORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE REQUIREMENTS OF K) INSTALL CURBING AND GUTTERS THIS PART SHALL BE DEEMED A VIOLATION OF THIS PERMIT AND MAY RESULT IN ENFORCEMENT ACTION. L) INSTALL IRRIGATION SYSTEM MAINTENANCE, WHICH HAS A SIGNIFICANT EFFECT ON THE POTENTIAL FOR THE DISCHARGE OF POLLUTANTS TO SURFACE M) COMPLETE FINAL GRADING AND INSTALL WATERS OF THE STATE OR AN MS4, INCLUDING THE ADDITION OF OR CHANGE IN LOCATION OF STORMWATER DISCHARGE CONTROLS FOR OTHER POTENTIAL POLLUTANTS: LAST OF SOD AND PLANTINGS 1. WASTE MATERIALS -ALL WASTE MATERIALS WILL BE COLLECTED AND STORED SECURELY IN DUMPSTERS. SEPARATE IT PROVES TO BE INEFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING POLLUTANTS FROM SOURCES IDENTIFIED IN N) COMPLETE PAVING (IF APPLICABLE) THE GENERIC PERMIT OR IN OTHERWISE ACHIEVING THE GENERAL OBJECTIVES OF CONTROLLING POLLUTANTS IN DIFFERENT LOCATIONS. COMMON TRASH WILL BE COLLECTED AND STORED IN A LIDDED DUMPSTL TO PREVENT WIND 0) WHEN ALL CONSTRUCTION ACTIVITY IS BLOWN DISTRIBUTION AND ACCESS BY VECTORS OR ANIMALS. THE DUMPSTERS WILL MEET LOCAL GOVERNING AGENCY'S O IDENTIFYANY NEW CONTRACTOR AND /OR SUBCONTRACTOR THAT WILL IMPLEMENT A MEASURE OF THIS SWPPP. COMPLETE-AND SITE IS STABILIZED, REMOVE' ' AMENDMENTS TO THE PLAN SHALL BE PREPARED, SIGNED, DATED AND KEPT AS ATTACHMENTS THE ORIGINAL PLAN. THE MATERIALS WILL BE BURIED ON -SITE. ALL PERSONNEL WILL BE INSTRUCTED ON PROPER WASTE HANDLING AND DISPOSAL TEMPORARY EROSION AND SEDIMENT PROCEDURES. PLAN. CONTROL, RE -GRADE AND RE -SOD ANY AREAS DISTURBED BY REMOVAL ACTIVITIES MAINTENANCE /INSPECTION PROCEDURES STORMWATER POLLUTION PREVENTION PLAN CERTIFICATION EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WE PREPARED UNDER MY THESE ARE THE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS. DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL FOOTING DRAINS WHERE FLOWS ARE NOT CONTAMINATED WITH PROCESS MATERIALS SUCH AS SOLVENTS. PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR 1. ALL CONTROL MEASURES WILL BE INSPECTED AT LEAST ONCE EACH WEEK AND WITHIN 24 HOURS OF THE END OF ANY STORM PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE EVENT OF 0.5 INCHES OR GREATER AS FOLLOWS: DISTURBED AREA AND AREAS USED FOR STORAGE OF MATERIALS THAT INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE AND ARE EXPOSED TO PRECIPITATION SHALL BE INSPECTED FOR EVIDENCE OF, OR POTENTIAL FOR, POLLUTANTS ENTERING THE COMPLETE, I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING STORMWATER SYSTEM THE STORMWATER MANAGEMENT SYSTEM AND EROSION AND SEDIMENT CONTROL MEASURES THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS. DRAINAGE, ROUTINE EXTERNAL BUILDING WASHDOWN WHICH DOES NOT US DETERGENTS, PAVEMENT WASTEWATER WHERE STORMWATER SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE NOT OCCURRED (UNLESS ALL SPILL MATERIAL HAS BEEN CONTROLS: REMOVED) AND WHERE DETERGENTS ARE NOT USED, AIR CONDITIONING CONDENSATE, SPRINGS, AND FOUNDATION OR EROSION AND SEDIMENT CONTROLS - STABILIZATION FOOTING DRAINS WHERE FLOWS ARE NOT CONTAMINATED WITH PROCESS MATERIALS SUCH AS SOLVENTS. 1. TEMPORARY STABILIZATION - SOIL AND BASE MATERIALS STAGED, STOCKPILED, OR STORED ON -SITE ALONG WITH ANY 8. DISCHARGES RESULTING FROM GROUND WATER DEWATERING ACTIVITIES AT CONSTRUCTION SITES ARE NOT COVERED BY DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR AT LEAST 21 DAYS WILL THIS PERMIT. APPLICANTS FOR THESE DISCHARGES MUST OBTAIN COVERAGE UNDER FDEP'S GENERIC PERMIT FOR THE BE STABILIZED WITH TEMPORARY SEED AND STRAW MULCH NOT LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON- CONTAMINATED SITE ACTIVITY. ACTIVITY IN THAT AREA. THE TEMPORARY SEED SHALL BE APPLIED AT A RATE TO ENSURE APPROPRIATE COVERAGE TO 9. THE DISCHARGE OF HAZARDOUS SUBSTANCES OR OIL IN THE STORMWATER DISCHARGE(S) FROM A FACILITY OR ACTIVITY PREVENT EROSION. FERTILIZATION WILL BE PROVIDED PRIOR TO SEEDING. AFTER SEEDING, STRAW MULCH OR MATTING SHALL BE PREVENTED OR MINIMIZED IN ACCORDANCE WITH THE APPLICABLE STORMWATER POLLUTION PREVENTION PLAN MATERIAL WILL BE APPLIED IN ORDER TO PREVENT EROSION AND HOLD THE SEED UNTIL IT GERMINATES AND IS FOR THE FACILITY OR ACTIVITY. THIS PERMIT DOES NOT RELIEVE THE OPERATOR OF THE REPORTING REQUIREMENTS OF 40 ESTABLISHED. APPLICATION RATES AND THE CHOICES OF STRAW OR MATTING IS SLOPE DEPENDENT. SUB -BASE AND BASE CFR PART 117 AND 40 CFR PART 302. WHERE A RELEASE CONTAINING A HAZARDOUS SUBSTANCE IN AN AMOUNT EQUAL TO MATERIALS WILL BE APPLIED TO PAVED AREAS AND COMPACTED TO TEMPORARILY STABILIZE THEM UNTIL PAVEMENT IS OR IN EXCESS OF A REPORTING QUANTITY ESTABLISHED UNDER EITHER 40 CFR 117 OR 40 CFR 302, OCCURS DURING A 24 APPLIED. TEMPORARY STABILIZATION STRUCTURES AND MATERIALS WILL BE MAINTAINED UNTIL CONSTRUCTION HOUR PERIOD: ACTIVITIES ARE COMPLETE. A. THE OPERATOR IS REQUIRED TO NOTIFY THE STATE WARNING POINT (800.320.0519 OR 850.413.9911) AS SOON AS HE OR 2. PERMANENT STABILIZATION - DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES PERMANENTLY CEASE SHE HAS KNOWLEDGE OF THE DISCHARGE; SHALL BE STABILIZED WITH SOD OR OTHER GROUND COVER AS DESCRIBED IN THE LANDSCAPE PLANS NOT LATER THAN 14 B. THE OPERATOR SHALL SUBMIT WITHIN 14 CALENDAR DAYS OF KNOWLEDGE OF THE RELEASE A WRITTEN DESCRIPTION DAYS AFTER THE LAST CONSTRUCTION ACTIVITY THE SOD AND OTHER PLANTINGS SHALL BE MAINTAINED IN A MANNER TO OF: THE RELEASE (INCLUDING THE TYPE AND ESTIMATE OF THE AMOUNT OF MATERIAL RELEASED), THE DATE THAT PRESERVE AND MAINTAIN HEALTHY GROWTH. SUCH RELEASE OCCURRED, THE CIRCUMSTANCES LEADING TO THE RELEASE, AND REMEDIAL STEPS TO BE TAKEN, TO FDEP, NPDES STORMWATER SECTION, MAIL STATION 2500, 2600 BLAIR STONE ROAD, TALLAHASSEE, FLORIDA 32399 -2400. STRUCTURAL PRACTICES C. THE SWPPP BELOW MUST BE MODIFIED WITHIN 14 CALENDAR DAYS OF THE KNOWLEDGE OF THE RELEASE TO: PROVIDE 1. THE SILT FENCE SURROUNDING THE CONSTRUCTION SITE WILL BE THE PRIMARY METHOD TO CONTROL THE QUALITY OF A DESCRIPTION OF THE RELEASE, THE CIRCUMSTANCES LEADING TO THE RELEASE, AND THE DATE OF THE RELEASE. IN RUNOFF UNTIL THE STORMWATER MANAGEMENT SYSTEM IS INSTALLED AND OPERATIONAL. TEMPORARY SILT BARRIERS ADDITION, THE PLAN MUST BE REVIEWED TO IDENTIFY MEASURES TO PREVENT THE REOCCURRENCE OF SUCH USING EITHER HAY BALES OR SUPPLIER SPECIFIC ATTACHMENTS MAY BE INSTALLED TO PROTECT THE NEWLY INSTALLED RELEASES AND TO RESPOND TO SUCH RELEASES, AND THE PLAN MUST BE MODIFIED WHERE APPROPRIATE. STORMWATER MANAGEMENT SYSTEM UNTIL THE DRAINAGE AREAS ARE STABILIZED. THE CONTRACTOR WILL PROTECT ALL 10. THIS PERMIT DOES NOT AUTHORIZE THE DISCHARGE OF HAZARDOUS SUBSTANCES OR OIL RESULTING FROM AN ON -SITE STORMWATER INLETS WITHIN AFFECTED AREAS TO PREVENT SILT OR SEDIMENT FROM ENTERING THE PUBLIC STORMWATER SPILL. MANAGEMENT SYSTEM. THIS CAN BE ACCOMPLISHED THROUGH SEVERAL COMMONLY ACCEPTED PRACTICES SUCH AS SAND BAGS, INFILTRATION PIPE WRAPPED IN GEOTEXTILE, ETC. STORMWATER POLLUTION PREVENTION PLAN (SWPPP): 2. SEDIMENT BASINS - ARE NOT REQUIRED FOR SITES UNDER 10 ACRES BUT ARE RECOMMENDED DEPENDING UPON THE 1. A STORMWATER POLLUTION PREVENTION PLAN SHALL BE DEVELOPED AND IMPLEMENTED FOR EACH CONSTRUCTION SITE EXPECTED PRECIPITATION DURING THE CONSTRUCTION PERIOD. SEDIMENT BASINS OR TRAPS SHOULD NOT BE COVERED BY THIS PERMIT. THE PLAN SHALL IDENTIFY POTENTIAL SOURCES OF POLLUTION THAT MAY REASONABLY BE CONSTRUCTED IN THE STORMWATER MANAGEMENT POND AREAS UNLESS ACCUMULATED SEDIMENT AND SILT ARE REMOVED EXPECTED TO AFFECT THE QUALITY OF STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN FROM THE SITE ONCE CONSTRUCTION IS COMPLETE AND AS LONG AS THE CONSTRUCTION EQUIPMENT REMOVING THE ADDITION, THE PLAN SHALL DESCRIBE AND ENSURE THE IMPLEMENTATION OF BEST MANAGEMENT PRACTICES WHICH WILL BE ACCUMULATED SEDIMENT AND SILT WILL NOT EXCESSIVELY COMPACT THE AREA WITHIN THE POND HINDERING INFILTRATION USED TO REDUCE THE POLLUTANTS IN STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITY AND TO OF THE SOILS. ASSURE COMPLIANCE WITH THE TERMS AND CONDITIONS OF THIS PERMIT. FACILITIES MUST IMPLEMENT THE PROVISIONS OF PERMANENT STORMWATER MANAGEMENT THE STORMWATER POLLUTION PREVENTION PLAN REQUIRED UNDER THIS PART AS A CONDITION OF THIS PERMIT. FAILURE STORM DRAINAGE FOR THE SITE WILL BE PROVIDED BY ROOF DRAINS LEADS, YARD INLETS AND CATCH BASINS, NEW TO DEVELOP AND IMPLEMENT A STORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE REQUIREMENTS OF FACILITIES ES WILL CONNECT TO ON SITE STORMWATER SYSTEM. SYSTEM DRAINS TO "LITTLE PASS ". THIS PART SHALL BE DEEMED A VIOLATION OF THIS PERMIT AND MAY RESULT IN ENFORCEMENT ACTION. 2. THE PERMITTEE SHALL AMEND THE PLAN WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION OR MAINTENANCE, WHICH HAS A SIGNIFICANT EFFECT ON THE POTENTIAL FOR THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OF THE STATE OR AN MS4, INCLUDING THE ADDITION OF OR CHANGE IN LOCATION OF STORMWATER DISCHARGE CONTROLS FOR OTHER POTENTIAL POLLUTANTS: POINTS, AND WHICH HAS NOT OTHERWISE BEEN ADDRESSED IN THE PLAN. THE PERMITTEE ALSO SHALL AMEND THE PLAN IF 1. WASTE MATERIALS -ALL WASTE MATERIALS WILL BE COLLECTED AND STORED SECURELY IN DUMPSTERS. SEPARATE IT PROVES TO BE INEFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING POLLUTANTS FROM SOURCES IDENTIFIED IN DUMPSTERS WILL BE MAINTAINED FOR COMMON TRASH AND CONSTRUCTION DEBRIS IN THAT THESE ARE DISPOSED OF AT THE GENERIC PERMIT OR IN OTHERWISE ACHIEVING THE GENERAL OBJECTIVES OF CONTROLLING POLLUTANTS IN DIFFERENT LOCATIONS. COMMON TRASH WILL BE COLLECTED AND STORED IN A LIDDED DUMPSTL TO PREVENT WIND STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ADDITION, THE PLAN SHALL BE AMENDED-70 BLOWN DISTRIBUTION AND ACCESS BY VECTORS OR ANIMALS. THE DUMPSTERS WILL MEET LOCAL GOVERNING AGENCY'S O IDENTIFYANY NEW CONTRACTOR AND /OR SUBCONTRACTOR THAT WILL IMPLEMENT A MEASURE OF THIS SWPPP. SOLID WASTE REGULATIONS AND WILL BE DUMPED A MINIMUM OF ONCE A WEEK OR MORE OFTEN AS REQUIRED, NO WASTE AMENDMENTS TO THE PLAN SHALL BE PREPARED, SIGNED, DATED AND KEPT AS ATTACHMENTS THE ORIGINAL PLAN. THE MATERIALS WILL BE BURIED ON -SITE. ALL PERSONNEL WILL BE INSTRUCTED ON PROPER WASTE HANDLING AND DISPOSAL GENERAL CONTRACTOR'S ON -SITE PROJECT FOREMAN WILL ENSURE COMPLIANCE WITH ALL PROCEDURES OUTLINED IN THIS PROCEDURES. PLAN. SITE DESCRIPTION: 1. NATURE OF CONSTRUCTION ACTIVITY - THE FOLLOWING WILL BE CONSTRUCTED AS PART OF THIS PROJECT: 2. SEQUENCE OF MAJOR ACTIVITIES - (SPECIFIC DATES FOR MAJOR ACTIVITIES LISTED BELOW WILL BE POSTED WITH THIS PLAN) SEE TABLE IN NEXT COLUMN. 3. AREA OF SITE= 2.689 ACRES AREA TO BE DISTURBED= 1.46 ACRES 4. SOIL DATA: A. PREDOMINATE SOIL TYPE= MATLACHA, ST. AUGUSTINE & URBAN LANDS B. RUNOFF COEFFICIENT POST - CONSTRUCTION (CN)= XXXX 5. DISCHARGE INFORMATION: A. DISCHARGE POINT LATTITUDE /LONGITUDE: 27° 58'02.9" / -82'49'36.3" B. NAME OF RECEIVING WATER: LITTLE PASS 2. HAZARDOUS WASTE -AL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY THE LOCAL GOVERNING AGENCY, THE STATE OF FLORIDA, FEDERAL GOVERNMENT, OR BY THE MANUFACTURER. SITE PERSONNEL WILL BE INSTRUCTED IN THE PRACTICES. 3. SANITARY WASTE -ALL SANITARY WASTE WILL BE COLLECTED FROM PORTABLE UNITS A MINIMUM OF THREE TIMES PER WEEK BY COMPANY, LICENSED IN GOVERNING JURISDICTION AS A SANITARY WASTE MANAGEMENT CONTRACTOR. OFF -SITE VEHICLE TRACKING AND DUST CONTROL A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED AND MAINTAINED TO HELP REDUCE VEHICLE TRACKING OF SEDIMENTS. ALL STREETS WITH CONSTRUCTION ENTRANCES WILL BE SWEPT DAILY TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE, DUMP TRUCKS HAULING MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH A TARPAULIN. BASED UPON SITE CONDITIONS, WATER WILL BE SPRAYED BY MECHANICAL MEANS TO CONTROL FUGITIVE DUST EMISSIONS PREVENTING THEM FROM LEAVING THE CONSTRUCTION SITE. I STORMWATER POLLUTION PREVENTION PLAN INSPECTION REPORT FORM INSPECTIONS MUST OCCUR AT LEAST ONCE A WEEK AND WITHIN 24 HOURS OF THE END OF A STORM EVENT THAT IS 0.50 INCHES OR GREATER I PROJECT NAME: SHEPARD'S BEACH RESORT FDEP NPDES STORMWATER IDENTIFICATION NUMBER: FLR10- LOCATION RAIN DATA TYPE OF CONTROL DATE INSTALLED/ CURRENT CONDITION CORRECTIVE ACTION /OTHER REMARKS (SEE BELOW) MODIFIED (SEE BELOW) I i i i I i i CONDITION CODE: G = GOOD M = MARGINAL, NEEDS MAINTENANCE OR REPLACEMENT SOON P = POOR, NEEDS IMMEDIATE MAINTENANCE OR REPLACEMENT C = NEEDS TO BE CLEANED O= OTHER LOCATION 1. SILT FENCE 10 STORM DRAIN INLET PROTECTION 19. REINFORCED SOIL RETAINING SYSTEM j 28. TREE PROTECTION 2. EARTH DIKES 11. VEGETATIVE BUFFER STRIP 20. GABION 29. DETENTION POND 3. STRUCTURAL DIVERSION 12. VEGETATIVE PRESERVATION AREA 21. SEDIMENT BASIN 30. RETENTION POND 4. SWALE 13. RETENTION POND 22. TEMPORARY SEED / SOD 31, WASTE DISPOSAL / HOUSEKEEPING 5. SEDIMENT TRAP 14. CONSTRUCTION ENTRANCE STABILIZATION 23. PERMANENT SEED / SOD I 32. DAM 6. CHECK DAM 15. PERIMETER DITCH 24. MULCH j 33. SAND BAG 7, SUBSURFACE DRAIN 16, CURB AND GUTTER 25. HAY BALES 34, OTHER 8. PIPE SLOPE DRAIN 17, PAVED ROAD SURFACE 26. GEOTEXTILE 9. LEVEL SPREADERS 18. ROCK OUTLET PROTECTION 27. RIP -RAP INSPECTOR INFORMATION: i NAME QUALIFICATION DATE THE ABOVE SIGNATURE ALSO SHALL CERTIFY THAT THIS FACILITY IS IN COMPLIANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN AND THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES IF THERE ARE NOT ANY INCIDENTS OF NON - COMPLIANCE IDENTIFIED ABOVE. " I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECT SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED UPON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING, i NAME (RESPONSIBLE AUTHORITY) DATE i IDENTIFIED IN THE PLAN SHALL BE OBSERVED TO ENSURE THAT THEY ARE OPERATING CORRECTLY. DISCHARGE LOCATIONS OR POINTS SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION AND SEDIMENT CONTROL AND STORMWATER TREATMENT MEASURES ARE EFFECTIVE IN PREVENTING OR MINIMIZING THE DISCHARGE OF POLLUTANTS INCLUDING RETAINING SEDIMENT ON -SITE. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF OFFSITE SEDIMENT TRACKING. 2. ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF THE REPORT AND SHALL BE COMPLETE WITHIN 7 CALENDAR DAYS FOLLOWING THE INSPECTION. 3. BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE -THIRD THE HEIGHT OF THE FENCE. 4. SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND. 5. THE SEDIMENT BASIN WILL BE INSPECTED FOR THE DEPTH OF SEDIMENT AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 10 PERCENT OF THE DESIGN CAPACITY OR AT THE END OF THE JOB. 6. ANY DIVERSION DIKE WILL BE INSPECTED AND BREACHES PROMPTLY REPAIRED. 7. TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. 8.'A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. A COPY OF THE REPORT FORM TO BE COMPLETED BY THE INSPECTOR IS SHOWN ON THIS SHEET. 9. THE GENERAL CONTRACTOR'S ON -SITE FOREMAN WILL SELECT THREE INDIVIDUALS WHO WILL BE RESPONSIBLE FOR INSPECTION, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING OUT THE INSPECTION AND MAINTENANCE REPORT. 10. PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL RECEIVE TRAINING THROUGH THE GENERAL CONTRACTOR. THEY WILL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR ' KEEPINGIHE EROSION A14 - SEDIMENT CONTROLS USED ON -SITE IN GOOD WORKING ORDER. 11. A b1JALIFIEl9 INSPECTOR IS DEFINED BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION AS A PERSON THAT HAS'SUCCESSFULLY COMPLETED AND MET ALL REQUIREMENTS NECESSARY TO BE FULLY CERTIFIED THROUGH THE FDEP STORMWATER, EROSION AND SEDIMENTATION CONTROL INSPECTOR TRAINING PROGRAM; HAS SUCCESSFULLY COMPLETED AN EQUIVALENT FORMAL TRAINING PROGRAM; OR THAT IS QUALIFIED BY OTHER TRAINING OR PRACTICAL EXPERIENCE IN THE FILED OF STORMWATER POLLUTION PREVENTION AND EROSION AND SEDIMENT CONTROL. RETENTION OF RECORDS 1. THE PERMITTEE OWNER SHALL RETAIN COPIES OF THE STORMWATER POLLUTION PREVENTION PLANS AND ALL REPORTS REQUIRED BY THIS PERMIT, AND RECORDS OF ALL DATA USED TO COMPLETE THE NOTICE OF INTENT TO BE COVERED BY THIS PERMIT, FOR A PERIOD OF AT LEAST THREE YEARS FROM THE DATE THAT THE SITE IS FINALLY STABILIZED. 2. THE PERMITTEE GENERAL CONTRACTOR SHALL RETAIN A COPY OF THE STORMWATER POLLUTION PREVENTION PLAN AND ALL REPORTS, RECORDS AND DOCUMENTS REQUIRED BY THIS PERMIT AT THE CONSTRUCTION SITE, ORAN APPROPRIATE ALTERNATIVE LOCATION AS SPECIFIED IN THE N01, FROM THE DATE OF PROJECT INITIATION TO THE DATE OF FINAL STABILIZATION. ALL OF THESE RECORDS, DOCUMENTS, ETC. WILL BE PRESENTED TO THE OWNER TO BE RETAINED FOR THE PERIOD SPECIFIED ABOVE. NON- STORMWATER DISCHARGES IT IS EXPECTED THAT THE FOLLOWING NON - STORMWATER DISCHARGES WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD, ALL NON - STORMWATER DISCHARGES WILL BE DIRECTED INTO A SEDIMENT BASIN PRIOR TO DISCHARGE IF THE DISCHARGE IS NOT CAPTURED BY THE SILT FENCE PRIOR TO CONSTRUCTION OF THE ON -SITE STORMWATER MANAGEMENT SYSTEM OR ENTERS THE ON -SITE STORMWATER MANAGEMENT SYSTEM. 1. WATER FROM WATER LINE FLUSHING. 2. PAVEMENT WASH WATERS WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED. 3. UNCONTAMINATED GROUNDWATER FROM DE- WATERING EXCAVATION. 4. WATER FROM FIRE FIGHTING ACTIVITIES, SPILL PREVENTION MATERIAL MANAGEMENT PRACTICES THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORMWATER RUNOFF. GOOD HOUSEKEEPING THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED ON -SITE DURING THE CONSTRUCTION PROJECT: 1. AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO DO THE JOB. 2. ALL MATERIALS STORED ON -SITE WILL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A ROOF OR OTHER ENCLOSURE. 3. PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL MANUFACTURER'S LABEL. 4. SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER. 5. WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED BEFORE DISPOSING OF THE CONTAINER. 6. MANUFACTURE=R'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL WILL BE FOLLOWED 7. THE GENERAL CONTRACTOR'S ON -SITE PROJECT FOREMAN WILL INSPECT DAILY TO ENSURE PROPER USE AND DISPOSAL OF MATERIALS HAZARDOUS PRODUCTS THESE SERVICES WILL BE USED TO REDUCE THE RISKS ASSOCIATED WITH HAZARDOUS MATERIALS: 1. PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY CANNOT BE RESEALED. 2. ORIGINAL LABf:LS AND MATERIAL SAFETY DATA WILL BE RETAINED; THEY CONTAIN IMPORTANT PRODUCT INFORMATION. 3. IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURER'S OR LOCAL/STATE /FEDERAL RECOMMENDED METHODS FOR PROPER DISPOSAL WILL BE FOLLOWED. PRODUCT SPECIFIC PRACTICES THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ON -SITE: PETROLEUM PRODUCTS - ALL ON -SITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTATIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY 6ABELED. ANY ASPHALT SUBSTANCES USED ON -SITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. FERTILIZE - FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WILL BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORMWATER, STORAGE WILL BE IN A COVERED SHED. THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS. PAINTS -ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED TO ON -SITE OR COUNTY STORMWATER MANAGEMENT STEMS, BUT WILL BE PROPERLY DISPOSED OF ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS OR LOCAL, STATE, FEDERAL REGULATIONS. CONCRETE TRUCKS - CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISPOSE OF SURPLUS CONCRETE OR DRUM WASH WATER ON THIS SITE. SPILL PRACTICES IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION CLEANUP: 1, MANUFACTURER'S RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED AND SITE PERSONNEL WILL BE MADE AWARE OF THE PROCEDURES AND LOCATION OF THE INFORMATION AND CLEANUP SUPPLIES. 2. MATERIAL AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIAL STORAGE AREA ON -SITE, EQUIPMENT AND MATERIALS WILL INCLUDE BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, SHOVELS, RAGS, GLOVES, KITTY LITTER, SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY FOR THIS PURPOSE, 3. ALL SPILLS WILL BE CLEANED UP AFTER DISCOVERY. 4. THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE. 5. SPILLS OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE STATE WARNING POINT AS EARLIER DESCRIBED REGARDLESS OF SIZE. 6. THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. 7. THE GENERAL CONTRACTOR'S ON -SITE PROJECT FOREMAN RESPONSIBLE FOR THE DAY -TO -DAY SITE OPERATIONS WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. THE PROJECT FOREMAN WILL DESIGNATE AT LEAST THREE OTHER SITE PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION AND CLEANUP. THE NAMES OF THE RESPONSIBLE SPILL PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA, IN THE OFFICE TRAILER ON -SITE AND NEAR THIS PLAN. SIGNED: DATE: PRINTED NAME: WILLIAM SHEPARD NOTE: THE INDIVIDUAL SIGNING HIS THE SAME INDIVIDUAL WHO SIGNS(ED) THE NOTICE OF INTENT (N01) SECTION VI CERTIFICATION CONTRACTOR'S CERTIFICATION: I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE GENERAL NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. GENERAL CONTRACTOR: CONTRACTING FIRM SIGNATURE TITLE PRINTED NAME FOR ABOVE SIGNATURE ADDRESS TELEPHONE # RESPONSIBLE FOR SUBCONTRACTOR: CONTRACTING FIRM SIGNATURE TITLE PRINTED NAME FOR ABOVE SIGNATURE ADDRESS TELEPHONE # RESPONSIBLE FOR SUBCONTRACTOR: CONTRACTING FIRM SIGNATURE TITLE PRINTED NAME FOR ABOVE SIGNATURE ADDRESS TELEPHONE # RESPONSIBLE FOR SUBCONTRACTOR: CONTRACTING FIRM SIGNATURE TITLE PRINTED NAME FOR ABOVE SIGNATURE ADDRESS TELEPHONE # RESPONSIBLE FOR SUBCONTRACTOR: - CONTRACTING FIRM SIGNATURE TITLE PRINTED NAME FOR ABOVE SIGNATURE ADDRESS TELEPHONE # RESPONSIBLE FOR SUBCONTRACTOR: CONTRACTING FIRM SIGNATURE TITLE PRINTED NAME FOR ABOVE SIGNATURE ADDRESS TELEPHONE RESPONSIBLE FOR SUBCONTRACTOR: CONTRACTING FIRM SIGNATURE TITLE PRINTED NAME FOR ABOVE SIGNATURE ADDRESS TELEPHONE # RESPONSIBLE FOR SUBCONTRACTOR: CONTRACTING FIRM SIGNATURE TITLE PRINTED NAME FOR ABOVE SIGNATURE ADDRESS TELEPHONE# RESPONSIBLE FOR SUBCONTRACTOR: CONTRACTING FIRM SIGNATURE TITLE PRINTED NAME FOR ABOVE SIGNATURE ADDRESS TELEPHONE# RESPONSIBLE FOR SUBCONTRACTOR: CONTRACTING FIRM SIGNATURE TITLE PRINTED NAME FOR ABOVE SIGNATURE ADDRESS TELEPHONE # RESPONSIBLE FOR I, WILLIAM SHEPARD, SHALL ENSURE THAT THE SURFACE WATER AND STORMWATER MANAGEMENT MEASURES PROPOSED IN THIS PLAN ARE EFFECTIVELY IMPLEMENTED UNTIL COMPLETION OF THE PROJECT OR UNTIL THE PERMANENT SURFACE WATER MANAGEMENT SYSTEM IS OPERATIONAL. OWNER/PERMITTEE SIGNATURE DATE ISSUED FOR PERMITTING ONLY CLEARWATER, FLORIDA PREPARED FOR: SHEPHARD'S BEACH RESORT 319 SOUTH GULFVIEW BOULEVARD CLEARWATER BEACH, FLORIDA 33767 PHONE: 727.442.1507 CONTACT: WILLIAM M. SHEPARD Oscar I. Garcia, A.I.A. n`7 Architect 318 S.E. 8th Street Fort Lauderdale Florida, 33316 x a TEI: 954,4621090 r Fax: 954.462.9040 www.garclaarchitect.com FL Uc: AR0012551 USM Uc: 652A SC Ua 5708 NO COPIES, TRANSMSSION% REPRODUCTION% OR ELECTRONIC MANIPU TION OF ANY PORTION OF MM DRAWINGS IN *UE OR IN PART ARE TO TE MADE WIFIOUT TFE EXPRESS WaTTEN PERMISSION OF OSCAR I. GARaA A.I.A. ARa-0IETCT. ALL DESIGNS INDICATED IN TFESE DRAWNGS ARE PROPERTY OF OSCAR t. GAROA, A.I.A. ARCHIECE ALL COPYRIGHTS RESERVED 42007. (CONSULTANTS: CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING y: _- ff KEITH ZAYAC & ASSOCIATES, INC. ( 7 2 7 ) 793 -9888 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 WWW.KEITHZAYAC.COM EB 9351 - LC 2600212 ORIGINAL. RECEIVFD OCT 16 2009 PLANNING LAPAlRTMENT CITY OF CLEARWATER THESE DRAWINGS, &ONG WIH THE ENGINEERS DRAWNGS, INTERIOR DESIGNERS DRAWNG% AND PROW MANLM CONSTITUTE A SNM AR CON1RACT DOCILMff AND MUST BE USED TOMM IN TFkIR ENTIRETY IN 1HE CONSDRUCIICN OF THS PROECT. E HISTORY SHEET TITLE: STORMWATER POLLUTION PREVENTION CERTIFICATION PLAN SET TITLE: PROJECT PHASE NOT FOR CONSTRUCTION JOB NO: 0820 D,R. WNtlgvyi ":;,JVI DATE: 04/02/09 :GHEGIED: : °: °KEZ Uj Z in LU w 3� Lu �! >1 1c co 1�0 V- I -I- '� \ \ \ tkl " \3) � O'\i ,<Oc ,,�ti , �1\ 1vi_Io_\o1\ , I '! I I "", / A I ... _.. I 11 I " � ,�,�- - I - ", " " . I'll: ... . .. . .......... - . _ .... . ...... _... .� I 'JI ; ... N� '. _'14 11 I ?__ 11 - ... . ... _. SS 1� .. . .. . ............ / / 0. r.., _> / I NI:Q'. NJ . .. .... � . ...... . ..... ; / le" � . ": ... SAW CUT & REMOV, , , -, _ . ...... "I'll"I _ "" - ... 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BRANN )BY I INSTALLING A FILTER , l� I : !!an BY FABRIC SILT FENCE i- 0AP, I - . " RM WE DESOWM I App. IDEMM BY . .- � "-� .-: 11 wft ftftft ISSUED FOR PERMITTING ONLY CLEARWATER, FLORIDA PREPARED FOR: SHEPHARD'S BEACH RESORT 319 SOUTH GULFV1EW BOULEVARD CLEARWATER BEACH, FLORIDA 33767 PHONE: 727.442.1507 . ICONTACT. WILLIAM M. SHEPARD I 11 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING - - - -- -- _"w_mww_"�._- .,-.:.- .3 p "A ✓I 5 .p � ,I- .,- Yr KEITH ZAYAC & ASSOCIATES, INC. _ 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 IWWW.KE1THZAYAC.com I EB 9351 - LC 260021: ORIGINAL RECEIVED OCT 16 2909 PLANNING DEPARTMENT CITY OF CLEARWATER = NM TME DRAVANGS, &M WTH 1fE ENGNM DPAWWrA INMM DMOERS DRAWNA 607 AND PRO= MANJALS CMMIUTE A SNUM OMMACr DOMMNT AND AW BE 11 USED TOM-M IN 7HER ENTIREff IN W 036FRUCION Or IHS PFAIECE I REV. 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BRANN )BY I INSTALLING A FILTER , l� I : !!an BY FABRIC SILT FENCE i- 0AP, I - . " RM WE DESOWM I App. IDEMM BY . .- � "-� .-: 11 wft ftftft ISSUED FOR PERMITTING ONLY CLEARWATER, FLORIDA PREPARED FOR: SHEPHARD'S BEACH RESORT 319 SOUTH GULFV1EW BOULEVARD CLEARWATER BEACH, FLORIDA 33767 PHONE: 727.442.1507 . ICONTACT. WILLIAM M. SHEPARD I 11 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING - - - -- -- _"w_mww_"�._- .,-.:.- .3 p "A ✓I 5 .p � ,I- .,- Yr KEITH ZAYAC & ASSOCIATES, INC. _ 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 IWWW.KE1THZAYAC.com I EB 9351 - LC 260021: ORIGINAL RECEIVED OCT 16 2909 PLANNING DEPARTMENT CITY OF CLEARWATER = NM TME DRAVANGS, &M WTH 1fE ENGNM DPAWWrA INMM DMOERS DRAWNA 607 AND PRO= MANJALS CMMIUTE A SNUM OMMACr DOMMNT AND AW BE 11 USED TOM-M IN 7HER ENTIREff IN W 036FRUCION Or IHS PFAIECE I REV. DATE: ISSUE HISTORY 1 12.08.08 PER CITY OF CLEARWATER _ 2 04.02.09 REVISED PER DRC COMMENTS 3 09.09.09 REVISED PER CITY COMMENTS SHEET TITLE: DEMOLITION PLAN SET TITLE: PROJECT PHASE NOT FOR ,�Q CONq-,p jq,, _,jW,.,,,;'___ "I JOB NO: 0820 D � -) `Lt _' ' I,.. '_'; . �FL6 ,� � , _,� - , � W � � - DATE: 04/02/09 'i K4C i -�i' , 1, '11"Me, p I ,., .1� If."-*,, -A ', -, �, - _0 .`' <141. , - - ,- I ; �.. `Id� " , ".. W � ko.� -, q��., . , 1, — 1 U8 , ", - �. :'4 ,., � ", , i� � , , " � :,V�z . -�,,,,!",-'r, , ; - L w - �, , " , "Z m i 1�,_ � � yl< - U�, 0, t - . 1 2111 �. �, a I ��, w Lu , I ',;V-'. -, , 11K Y, ", I � � , �.o a ". ", 11-wow " , I lvi-- � _ Z 0 . ,�_, . .� ,�,itz . I , _. 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SHEPARD I 11 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING - - - -- -- _"w_mww_"�._- .,-.:.- .3 p "A ✓I 5 .p � ,I- .,- Yr KEITH ZAYAC & ASSOCIATES, INC. _ 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 IWWW.KE1THZAYAC.com I EB 9351 - LC 260021: ORIGINAL RECEIVED OCT 16 2909 PLANNING DEPARTMENT CITY OF CLEARWATER = NM TME DRAVANGS, &M WTH 1fE ENGNM DPAWWrA INMM DMOERS DRAWNA 607 AND PRO= MANJALS CMMIUTE A SNUM OMMACr DOMMNT AND AW BE 11 USED TOM-M IN 7HER ENTIREff IN W 036FRUCION Or IHS PFAIECE I REV. DATE: ISSUE HISTORY 1 12.08.08 PER CITY OF CLEARWATER _ 2 04.02.09 REVISED PER DRC COMMENTS 3 09.09.09 REVISED PER CITY COMMENTS SHEET TITLE: DEMOLITION PLAN SET TITLE: PROJECT PHASE NOT FOR ,�Q CONq-,p jq,, _,jW,.,,,;'___ "I JOB NO: 0820 D � -) `Lt _' ' I,.. '_'; . �FL6 ,� � , _,� - , � W � � - DATE: 04/02/09 'i K4C i -�i' , 1, '11"Me, p I ,., .1� If."-*,, -A ', -, �, - _0 .`' <141. , - - ,- I ; �.. `Id� " , ".. 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SHEPARD I 11 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING - - - -- -- _"w_mww_"�._- .,-.:.- .3 p "A ✓I 5 .p � ,I- .,- Yr KEITH ZAYAC & ASSOCIATES, INC. _ 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 IWWW.KE1THZAYAC.com I EB 9351 - LC 260021: ORIGINAL RECEIVED OCT 16 2909 PLANNING DEPARTMENT CITY OF CLEARWATER = NM TME DRAVANGS, &M WTH 1fE ENGNM DPAWWrA INMM DMOERS DRAWNA 607 AND PRO= MANJALS CMMIUTE A SNUM OMMACr DOMMNT AND AW BE 11 USED TOM-M IN 7HER ENTIREff IN W 036FRUCION Or IHS PFAIECE I REV. DATE: ISSUE HISTORY 1 12.08.08 PER CITY OF CLEARWATER _ 2 04.02.09 REVISED PER DRC COMMENTS 3 09.09.09 REVISED PER CITY COMMENTS SHEET TITLE: DEMOLITION PLAN SET TITLE: PROJECT PHASE NOT FOR ,�Q CONq-,p jq,, _,jW,.,,,;'___ "I JOB NO: 0820 D � -) `Lt _' ' I,.. '_'; . �FL6 ,� � , _,� - , � W � � - DATE: 04/02/09 'i K4C i -�i' , 1, '11"Me, p I ,., .1� If."-*,, -A ', -, �, - _0 .`' <141. , - - ,- I ; �.. `Id� " , ".. 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I vxgmmn mgm am= 9== mm mm Mm MOM mum tj . , 1 -I"- ",�, I,-. ,, - ` I i I / . -AV, . � I am= ==A \ 1 i k - 7 7 --- -p-m-1-11 11 W mm mmmam m"m mmm ftaft . I 1� 77 ". . - - " 1�1 -,.:-`;��!@\,j("'5: . ,\�\, i�!,,.:V,--- 4 1 K, , - " . . EXISTING,#0-A. ftftm am" \ , ,,,RDWALK � --1--�.. 1 -411' TO R E 'y ' < x i 10 ----e_,_ ft�gft ftft . , #A"t � , , , ,$ " :.-; I . IX .. \ /... , ***��, Wftt? Nftft " \cp / ,a, , oc,� %ft. ftft 1�� '6 ,Q\1\'11 Fl � I \\, 1. , - " I," \/ (i , ."', <'\ �)\\ �N \1 A " ; \) " \ u ,- I , ., ,,,, s ,-1-, ',�� -.11 I ,�� " ,� (-\;,K IINISA VV I ". '\ \" , \ , I \ , K �% I I - " (-N,,) ,�) I \') I ) ( "o " >\, ), ! \Z0 -V\'� ', , V , \ , C\ ,\ ., .< f. . r " \ I, \ 11 ,\") I I -� ,\\-� v\\ ` " , �' \\ \ I , - ,.%. "i\ I . \\ , ,-% ,I , - , , ,-"\-- \/ 1- \ " 1-1) \, I'7 ?ft *ft1ft CLEARWATER, FLORIDA PREPARED FOR: SHEPHARD'S BEACH RESORT 319 SOUTH GULFVIEW BOULEVARD CLEARWATER BEACH, FLORIDA 33767 PHONE: 727.442.1507 CONTACT WILLIAM M. SHEPARD 11 — 11CONSULTANTS: -- CIVIL ENGINEERING LANDSCAPE ARCHITECTURE] PLANNING KEITH ZAYAC & ASSOCIATES, INC. ( 7 2 7 ) 7 9 3 - 9 8 8 8 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 IWWW.KEITHZAYAC.COM I EB 9351 - LC 260021 ORIGINAL RECEIVED OCT 16 2009 PLANNING DEPARTMENT CITY OF CLEARWATER 11 MM DRAWINGS, &M W7H THE ENGINEERS DRAY&M INWIM DESIGNEM DRAMA RV PFAECr IM� CONSIVIE A SINGLIA CONTRACT DOMMENT AND MUST BE USED TOMM IN I" 1DRIMlY IN W OMMOCIN OF THS MEM REV. : ,- ,` I , , ISSUE HISTORY 't, \ (-,\'�, 12.08.08 e- - D , 2 ,--;-k, 11 (b ( 1 0�111 s -1\ I , -- ,�\j , r�- c; -, .) ,'.'��". I " I'D C, \- � . 11 ,\, \, , I , ,< �x . \) ,\),�', \"-�,' ,;� \C a' � /-6' HIGH OPAQUE VINYL FENbjE I s , . \ I //-EXISTING JET SKI & TIKI HUT TO\,REMAIN \ \ \ I N 1 1, el , \1 , cC,"'- www V �11 , S,\ /I �, V\ \, C,� < 11 (�7 " 0,0 e\Y."I <,\\r-" i ) .. ...... 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"i\ I . \\ , ,-% ,I , - , , ,-"\-- \/ 1- \ " 1-1) \, I'7 ?ft *ft1ft CLEARWATER, FLORIDA PREPARED FOR: SHEPHARD'S BEACH RESORT 319 SOUTH GULFVIEW BOULEVARD CLEARWATER BEACH, FLORIDA 33767 PHONE: 727.442.1507 CONTACT WILLIAM M. SHEPARD 11 — 11CONSULTANTS: -- CIVIL ENGINEERING LANDSCAPE ARCHITECTURE] PLANNING KEITH ZAYAC & ASSOCIATES, INC. ( 7 2 7 ) 7 9 3 - 9 8 8 8 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 IWWW.KEITHZAYAC.COM I EB 9351 - LC 260021 ORIGINAL RECEIVED OCT 16 2009 PLANNING DEPARTMENT CITY OF CLEARWATER 11 MM DRAWINGS, &M W7H THE ENGINEERS DRAY&M INWIM DESIGNEM DRAMA RV PFAECr IM� CONSIVIE A SINGLIA CONTRACT DOMMENT AND MUST BE USED TOMM IN I" 1DRIMlY IN W OMMOCIN OF THS MEM REV. 1 DATE: ISSUE HISTORY 1 12.08.08 PER CITY OF CLEARWATER 2 04.02.09 REVISED PER DRC COMMENTS 3 06.15.09 COMMENTS ----,i . , W,f ,��.1 �-.,;-, 11 05 x , , , 1-Z-1 I SHEET TITLE: P I SITE PLAN SET TITLE: PROJECT PHASE - , ,- NOT FOR CONSTRUCTION NOT .1". 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" • i, t,'�p - - - '�-- , : & \,\ -, • \ - ., " I 11 . .",� - -,p 1 , • . - . ; 11" I tio, 11l1, - \ �, " - - - , ,�� - - A0 - � cz�,�, . , , �, , � ;j . . � \ V., < , - :� "I'- ;"; "3 - \\\ - ? ,/ u, , ,�� 11 % ,� . \ . 11 I...- ,. - � \ ,�., . . . ��. 1� \ \\L 11',,'! tr�4,11111 \ I i`�111i'l %r�--tr_,��lk'J'A /�, % ,I- ,,, V , - , i , "I _.�<\�A' \ '.1 . �, � k tk� _,�V _ .1 I 0� " , c�, 1� 11 Lo-'-mm'�,x-�'t.�"p ,\ ,,,�\, �1, � < I • 20' 01 20' 40' �� SCALE: 1" � 20' GRAPHIC SCALE LEGEND 0 IIIIIIIIIIIIIIII IIIIIIIIIIIIIII � PROPERTY LIMITS I PROPOSED STORM SEWER m PROPOSED ELEVATION (TYP.) TYPICAL I I " � - I,,,,; I -, - .,\�,, `Z, . , �,.- � I ,...- U U H� - o - - I \1 " .. � I I I \ it _\'�,� . , � % . �-- , I 11� -J�- ' , Z ",--7 ._ % " ..,k%�;, \ ,*� \\ - - .1 " \,��,, "I, " ." ,\.--- , �, 1t. 11 I " a!0 1`111-Itz;I -1 ,\1 \ t" , - ,,�;" � " '. 1, A , \1 �', I \ r- (�4 't,N V =2.5' ,,, - " 11, . �, -, 'i". � I In ��C�I�, �.- V- , , :r. U" 6. \ _1 ",�, \ \ N"/ \\ , 1�;�, '_, " , 1, I , N �;,�-, ." �6 ,& \1 ,�, - --,-� " 'I, ,,�-,, "':It� . - ,\9 \ ;,., � -%t '. - _�, "... , , i . q,!�", , �� ::� _�, - ", ",\ \' -�* , , ,., -�-;",� � --,<< "O" " �111 ,5.10 1 1 . " \ ___ PAVING, GRADING & DRAINAGE NOTES: V , , I ,�, I .1. V),,f5 11 C0 , . 1�) - I , , , : . . I .-�-11'1 . - i .�"%3 _%�� ,<.T-k p , , / 4,� � I . 1, 0 0, ,v�-,, ... , , ,.:�_; .,,�� . � .), , 1, I'll 'Y - � ,�, �, .00 - � ,.,' ! _.,,>� t u, . I / . " , \ 11_�� \ -7 -11 L'> - 11 - - ,&�', - e �%- , tr" !_ I j;�� %, " :: I c", .. I I 1i - + ,,, 4, t , \V,Z,�� " � "� Y r - - , 1.� QV � ----., , -',. cx : , - �,, It " - ) \ ",\x , - , � 1" \",!',,-',-,-'1 , 'i % V" � ? � 5 ".__� ,,,,,,,,,,, ,, 1�_ 1�\ `�\�P /L ,�,,�': , , , Q, , '. (6 . \ i "I I .� ,,� 1� !LR " ,;- -�-"!;-- f" 1� "-1. / �,, " 4 �� ,0 - I \ I ... 'I' I , I I � .., 1\ ��11 ."., I �% / 5 , I i -, - -11-11, , , %, 1. THIS PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE "AE" :; . , q, 11. , � - ,1 , --i ,fl,r, , I � .. - > I ,R ; , , Vq 1.� .w lt�` - - I' '�, , '. __ I � Z6 . ,'.� -0 , 'W �* q:i. , . \ _16.53 - 'k,;'. " � - " - . , "I \ ,)�, x I : L" I \_� If . . 1-1:i - " " �1 \ .4- ,� " � 11 117, t \- -, I., �-� 'N 1 ,,c,,;, I ,��-Ie� , 11 11 " (ELEV.12.0) & "VE" (ELEV. 13.0 14.Q & 16.0) AS SHOWN ON THE FLOOD <,%�11'."',�p _-, "., 11 ,:. ..�,".", 11 \ 11 IN. � , - `�i �.. I S, " � \ '�,_, *. 4. 11", , N . � ., �1\ / -7, 11 I ___�.- "q.t.q t,'� Q "' I .f� "-; .1- ,\ I's" <\�111 I 1>1 I- :F; �'__, 11,�, '.` % \ N _� s I \ . ". ;,�? \ cl .1 -.-/ " , , \\ - 11_� 1]11_,_�___,�, . - ._'%,-,, TYPE "C" GRATE INLET TO/ , ; .. - 11 'N % INSURANCE RATE MAP, COMMUNITY PANEL #1250960104G , 11 -, ", z_�.! "'. ...... __ . ..... : , i�01 . -i�-,,, �- - <. /^','\ -�% V\ \\ __ ___;�11�. � - - � . \ \ 5.50 f 6 \ k0l"'o G !" � V, - � , 1�, 1� - " I- __ I . - I \ I I .- '1111 PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, , \ \, : 0, � ,,\k ,- - "� , i.Q. , I,,\ \ 1. � f" \ I \ .-.- ,*I- .k�,z fz) C:> I - ." ." - ... . , `* I I � IV: I --I - -:,'�6 , ",%,\ I %, IV, % ,,\ \ F5.15 3 . � , G� "' , I W � " PIPE HRU WAt v,_;,,;,, VNIM ELEV=6.00 I \�%, 'c . " ,g "I -�\�". n, \s � , . il _f, . IT \ w-.11, ,--<:t ,- L., _'_ I '� _ . ... % � ,! , 1.11 11 I . s 7 "I EFFECTIVE: SEPTEMBER 3, 2003. " .0 . "", - � 6 . INV- .- �_, , `� - , 1, -,' r." gt*, " ,\ ", ,�� I '. Q - �\ - '�, N , , I . I -, 11 " ,-,�.�; \ \ N,� _;� I , � . _ .,-; �,i'�D .1 - � - -1 ^. . ,., , e �, I 41 I I 'x 2. SEE GENERAL NOTES SHEET AND DEMOLITION FOR EROSION AND _11:��,,:,�, - , , I , 11 . ", _L1 "", I'll, � \ ."\ _;� If 40, 0� �r,:i�W 14� .1% s \ -,,, . , r ;�;,; 'IN, �,Jlll / xt�\ -��,\\ \".\ , - - X 1. �; .. _ . � * . � ,,\\ � , � / to J� , .. I I ,;..T" \ ", I t") , !�\, i�,Q I IN, I -L . , ; � , IUL - - '", �-\ . >I.- .1 k ;' fr; �11' Q I .1 "N ✓" , A 24" DPE ,,-,, 1�\_ '� - .40 !rj C, SILTATION CONTROL ALONG WITH GENERAL NOTES. I , & N,� --.-- 6 1 "'t _ 1\� \. '-I 0XII, ., 4� !-I `,'� 01 - 11 \ �% ., 11 " " fb , -'r, ( ,-�__ - 11 I ,e 1, - "I . , , \ . 0 . \ �� 141". \Q, c", V�,,"\,�S�`,�'! . v, 'x , , 4C`tl, "i I \ � ) 11 - I �� I-- .1 . `11 ) I " ,�\ " \ , .. , ... 'I- � I --" A\ - ,. . "j:"% ' ,, N,',�\� 'e-"'*,\ � I \ - 1, : \ � , ,? � - " \ � . f_,t \,-,% ,,3. SEE SITE PLAN/HORIZONTAL CONTROL SHEET FOR SITE DATA. \\ '-, . , ,', , - 60 1 -:� - , ;c.-, ", ." -, . // I ... , ,_�> ..; A /I tt � � 'A �� Ill.' c-.111 0. " Ql� - - '44 P, �.,.� , , , \'� .---,kl .11 , , 11 I �_, � t �, -\)""� 11 .1 11 " \ � .- . ; \ , IN1111 I " - " " : , .` 1. ". 1, I 11 , , ,,, � • - \I 'k-j- ,�, "I � .... .. A ... .... �, i 11 I --- , 1, , I -15 j \ . 4 1 4. SEE BOUNDARY & TOPOGRAPHIC SURVEY FOR TEMPORARY . N" * -,----- �� '.. �- , 11:1 I . 't, '109�. I \(�) I tc� ,.�� i , __ \\ ( , " �� '�-, . \ "I" I . . \ - I- %\ i -, ,� )% , , , ,!,:;. .1 \ M TCH \. e- �k , 11 // / - NY,\ CONCRETE VAULT BENCHMARK (TBM) LOCATIONS. - "\\" ; ", 1('�', - , _;� , 1� - 1, I I . 1 - . N�� % ,'�\' ��, "1�1_ I : x \�'V I I- N r - b;j- ,\ �, _;� - 1\ t, $ 11 1',,\� EX TING \. k � \ �� .�Or- bi3 � - n " - " X, " 1, "\ � I . 1;0111 ,.,VAULT TOP t-LEV=6.00 5. PEDESTRIAN SIDEWALKS SHALL BE INSTALLED IN ACCORDANCE WITH -� "\\ \ ,,�, --,-y"- A.. , : :�z 11 \, 11 1� . �, _�\ \ "" , 11t. , - * :1 , ,�,� + . , . ,��,�7 ., , \ � - 2 -1 , t. t", ,,,��, t� \, 4., 'k \ .- " % ,\ , -11, I , -, W,,� : , . V" , \\ �,, -�� ', I 1. VAULT BOTTOM ELEV=2.50 k ,�� " , <,�i - ,* ��_ \ . \ PP. \\"IQ- ` C_1� A \ � -_ - \ - ��— I, THE CITY OF CLEARWATER'S REQUIREMENTS AND STANDARDS. ALL . "', , -,, " �� I . f ". 1\ , -, i , ci �0'1 ; 21 . I I ---,-;- 'N' , . ; , , '?.� J, \ __ __ -I- � 1�1 � .� P,�i,, : . , , . \, %1\ � , , ,,, t., . t , PROPOSED SIDEWALKS SHALL NOT EXCEED A CROSS SLOPE OF 2%. I, " \ ��!;_ \,�,. , I I -_ " I ,(I'll N� � I . - IV, 11" .11 le `7- .�,, '% "" Nc- \ IN I-,/-- _IV , ,,A.., � ! , N 0 BATCH I \// . . '(1 - --- 6. THE CONTRACTOR SHALL MEET ALL APPLICABLE REQUIREMENTS - �, ), " 1, -1 '_ I I 11'.1 I 10, ,\,\ % : 0b \ 11 IN, T � \ -_ \ � 19.j A-- ,� 1� \ 11 -�V. \_ I A5�80 -_ ) I I �11 zo T..- .", 00 " N : \ I /. ,11 or \ _-,;� �\�% �\ 11 v, - - - .. . � < 370 "; E TRC R . - , .., 1� �%'111' .__..._.1_ - ,3 - - '%, INV=2 50 � OUTLINED IN THE LATEST EDITION OF THE ACCESSIBILITY * ,\ ,% -X, ,\\ _- -,.'V, - i 111.4, r; . "�: / - . \,'- -70 \ \ I � ' \ I .14, - T6. 5 q1 _�, \ tfl,ii_ 1-1 \ � � ,,-I'.. % I I 11 %, �, V__ 11 , : I ,,\ I IN REQUIREMENTS MANUAL PREPARED BY THE FLORIDA BOARD OF " ,,,, '-. \ I \1 IN 1,11,11 1_�', ..1. 's \\ �6',` , I \� iPIA �� ,�, "Ill, , 1\ 11 1�s Npl \ " .k ,- 'Z I.- . .-31 � , / , ','� ', - �, I" 11 1�1 \ 1�1 N � % 11 \ , If- % _� '0 -,-,-" \1 V %, _� \` BUILDING CODES AND STANDARDS. �N, , "' , \ to ,--.- . -,-S,I, . '\� , �g N,\\ `,,�, _,^,,,, ,,,, , 1\ -_ -11 \1 1�6 " 11 7. ALL UNUSED DRIVEWAYS MUST BE REMOVED AND REPLACED WITH <0' , \1� /, I I t< __ , I ; - ��\ � - - , . 11 - , ,�, " ...'r), o, "\ I .p. " .6 \ I MO* 1 04f mg* 9 INSPEC \ / . ;�t' �� " I \ -, am ,�,,�, I , , I wam � ��( -�-, -�,,.,o \ 1% amm /� Mffm Ram 0 a N�, now I . � . ,,\ ,,, , 6.20 � CONDITIONS OR BETTER. I 1- ,_,- Z01v'F I 'P1-,k6 ""N _i -_ ' ,4 ':)/-:)T,)0/"`/4 �,,,', T_,�- ;,i. OnD \ �1 , 11 so= Tm mmt- =m___=116 mmm man - :, IV I -.'N, CURB, SIDEWALK, AND LANDSCAPING TO MATCH EXISTING `�\ , ,% ,,, \,,, wow go= now ON= "I. / I � .j *.I. V __ __ ;;4 am= ) Nf, M. H. \ -1 41*31.,�� ME= MOM �', f, St.,V,,"I -.,. o>�,,-, . ti- � 't, ,-I I L_ m1po . - .1 - I , mvm 11 \� _- , �� ,,,, 11 -, ... , .1 ' . , ;f- , \1\ .,� ,I- 11 / 4 '' 00 \ _�N 1 .50 .11 " I. � **** " ) '-.i '\ 1 " ' 'Ic P " Afl�j �'-' ( T `�IF? 1� - It: V)-11 �,, �,,,,, • " 1. � I 11 . ..., 1, ( . .. \ � I . ALL DISTURBED AREAS WITHIN R-O-W SHALL BE SODDED AND/OR I—— , . ,V/ '' ',� A L /' '-"-,-,, \". . I I , , C� I 11Q � r4, 4.". .�. I 111 i , 11 ., I'* .. , : \ ,\�) . .p _. , 1�* , I" - I . I ,J g llz �11.1 k N", ,,�, � LANDSCAPED. - I 11 b., . 11 <c; , - '$� " 1, ,$� -i- " �cu rQ I 11r$ �� I + \ __�,_ (, ,R, .= WMA mmm mn* Aw I , ,-: - , I %,'% I ------- §�� ; IN I 11.1', 11 �- '. ') N.1- 1. I'll " m - � � p-V V�\, ""'. ,b . I � .-\ \,�,- ��,,,� _. i, 1\1 ` ;�, ,,, - 9,rALL ODPE STORM PIPES SHALI,BT--SJVIOOTH INTERIOR. ,�,______ \\ � `111 \11 I " . I e I \ , �, 11 � "'. _,�,), �_ 6.50f 1�?, ". - \1 �-7e tk� "I , N\ N,� 1,'� 111� 4 .", - �, . , -"r 'I, lr-.,. \�,_ tc; , - , "': , , , ,,, ,�� 'k , - ' I - ; � . "., ___i� \ 1%, -"� ", V _. - \ 1; , , ,�� i_` fo. - I � I . �21_1 " m . �� ,,>� \�, , 11 . 'N; ,� O'� - I ,:, ;r; ,., - � , ;:�, 1:1 .f_ I - , ,� , \' — ,Ill, \ woi\:� , . r� � _ivi� 'sl .� 5 , , " i. - I I f I __ f " HALL Ut 1�k, - ,ON ALL INLETS ,X I 11 , "'. .� 11 ; <d . \ x SEDIMENT BASKETS S S rALLEV , ,� . , " , :� , , ; , ; -, "^v" - I 1 " -� e , k I .,�. " 1 i V t_ - - - . ", tr; � 1�\ 11 . � I ��, ;q -f,\N -,,, w ') " - - - " \_ �, ,� 0,�\,�,& - k M � - I- I lt�\ , � 1- �\ \"-)' + I� f '? ,.� - ,\ , . - �,o kd � ",_4 , , , .�"/�,�, ., �6 ,101 - '�, I 'O"""', % '_ I �, -, \ - _\ " '_f� \,,F'��- 1 1. ALL R" KTU� �F_ blp,Z&ED TO STORMWATER VAULT ,�,Z\ , . \ - I \ • V ,_ , , - �� OOF DRAINS A [,t - - , I "', j� . �,w:'J. � 1 \, ' r t. _ I \ 11* " � , , '�! . - ,E#WECHANICAL,PLA]Nb t-W �, , .,� �� I - - „�' -.1 . �b N .7 11 \� c%- ,� . ., - O \ - t -, \ C , I � , , btSIGN &DETAILS) 10 ,�i;,_�\ .* g, 6 /7 ----- I . , -.,\Z- ,>-, ” , \ , .. �� ..� -" � �_ cct, ; \"'. '�iC,) ".' " � Vx " NV;- . - ' .' I CNI .. 11. 1� �_ 't, 11 \;, � �'� \' \1� - \, ,&- \1 I lk .'*,-. 1��' - , � - .� I , - I 1". 11 A I i -, I'll - , \ _� " " - _,�\_\,\ - , t . . / 't _C,t 11 3LF ,��N�4, _,�� '.." , 'i ��\ ".0 __ \ T VC, . "'�, _\1 . 1, \\ -\ , /�, 1, f, , _,�;_ � �, " ,,, __ \ I \�` , ... I'l, - \\ .. \ 11 4 - 1-1:) I ... 1/1 , 11 , 1, ',,' , I / cb I C-1.) ,3 , ." I _%, - -,�,.,V- 11 q:; 11 \ 1, " `�, �\I;, _;� '. " t1i I�__ �1, "; ---- \ , I �, I I - 11 % -1 r-) tx>V! , \ \` . I \\ .1. " , ( " � . , , "- I __ 11 ": I \ / "� _11 91, , - �,-\ " 10 I, "�� 1�951 "I", \ I \-,-, t� , '. "I.-I 8 *' *1 , , I\N', -, � _'� - .. �o . _",� , �' P111 Al INLETD- 1� 1<z, , , .- , / Pll " . I - �12 + co 11 ..� I - _t_� , �P�r � Z'� r. \\ \ ../ -t-1 r -,(\"\) , 11 , 6.50 . �, -,, __A lz� PER FDOT INDEX #232 TBM , "N I , f "I ,�, . , "'?, C',.,*,,: �, \ ... I I , I \ ,� , �"i, , * . "7, 1), / Ill . . K, j . 1'� �� 1�., ,\ 1. 1. i _otc; -, 't.,-.",� \-, 's i ", 1, . , + D , 'DRAIN PZ' \ q I , VI ,_ Im ,-------,Pl- 1g ,, ,/ : ) _i 11 \ N ,� "I" k I I . � cc, \ " ;�, ',\ , \ ELEV=5.50 !� < Set Nail & Tin z 1��. \1 -� ,'� ,,� , / 1* .� _,�Z_l _�� q - 'Re .-;.,Z7;� ^-' _r'�' \, \ ,,,`,,,,,`--.,., I -�/_. \ C, ,, L 141, 4. ' V� "I'll, �,_o "I _', \� c , . _..... 1 - I \ (d 'r; I'll I?, RTM ELEV=00 ', . I ,� INV=2.50(N) I � I � '%, \ I �_` . - % - , , .x , . .- 11 I 11 I T_ C., , 1. " -�, INV=2.50(S) - Elevation = 6.42 e �, ___ �11 \1113�`_'.?' \\ I.. 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ELEV.=3.18 I 1 50 LF 15" C-900 PVC I I INV.=3.28 INV.=3.18 TRENCH DRAIN CROSS—SECTION 1 76 LF 15" C-900 PVC I k- INV.=3.18 I CLEARWATER, FLORIDA PREPARED FOR: SHEPHARD'S BEACH RESORT 319 SOUTH GULFAEW BOULEVARD CLEARWATER BEACH, FLORIDA 33767 PHONE: 727.442.1507 ICONTACT: WILLIAM M. SHEPARD I 1� 11 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING I --..-, . ........ . . ....... - '1�1 o_ I r rp- -,.,-..--,--- KEITH ZAYAC & ASSOCIATES, INC. ( 7 2 7 ) 7 9 3 - 9 8 8 8 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 WWW.KEITHZAYAC.COM EB 9351 - LC 2800212 ORIGINAL RECEIVED OCT 16 2009 PLANNING DEPARTMENT CITY OF CLEARWATER I7HESE DRAWNG% ALONG W7H W ENGNEERS DRAWINGS6 INTMW DES AND PMM MANIALS WWRIM A SMW =M� DOCUMU =MKrjV3WENG% USED TOGEMER IN 7" ENINEW IN '*E CMETRUMM OF THIS PRMM. REV, DATE: ISSUE HISTORY - 1 12.08.08 PER CITY OF CLEARWATER 2 04.02.09 REVISED PER DRC COMMENTS 3 09.09.09 REVISED PER CITY COMMENTS 1----1— I SHEET TITLE: GRADING & DRAINAGE PLAN : PROJECT PHASE SET NOT FOR CONSTRUCTION � -_ JOB NO: 0820 DRAWN. �B�f,,,�-,'RM I ,- I , - , - DATE: 04/02/09 _ ,.tH, , EgK'&p 4f-'4,KE Z � 8 ��.+ - 1 I t,L-, 4�1_tD IN."I'l , � - � .�+ I � " day , "_ , I "L"j" 1:�'� N 0 ,.,A- 1, ", , , .) , , - , I '�(Olz __ 111_'�-I!r , I �, - ,, . - ,f R"�*, ,A,IK, " , , -'�, �- - `� , , 6. 2 UU11 . i, ta�i, ,ItL",� t " , �*, �t�',-_ ) LU Z .), 17 L, C5 ,,".�, �z *1 " ,P� it ,I LLI Lu ,,,,�",-4.."�A",Ii�", � , '�-_ , � - , " - � .. : . -,- FA w , ", :,� , . .... _ 11 ..... I , � W Ln I . .. . � LLI 11 I , (D - I , % w , , , 11 , . " ., � I I -,�, f - qtr 1. 1� I .,Z�\\y \ '�,:), /` : . j \1� *. EXISTING DEC 1. .0 -,* \\�'Y _e� .r . \ - �-` TO REMAIN /,__�11' / 1_1��\\ 1.cl`� / / "Q\ I . :. ., , , �\\ ,�, 101 S�"\ / I I .1 <' , : ", ,'\'�, 'A V - \\ \ ._,��,Q, .,\\ '! 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SHEPARD I 1� 11 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING I --..-, . ........ . . ....... - '1�1 o_ I r rp- -,.,-..--,--- KEITH ZAYAC & ASSOCIATES, INC. ( 7 2 7 ) 7 9 3 - 9 8 8 8 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 WWW.KEITHZAYAC.COM EB 9351 - LC 2800212 ORIGINAL RECEIVED OCT 16 2009 PLANNING DEPARTMENT CITY OF CLEARWATER I7HESE DRAWNG% ALONG W7H W ENGNEERS DRAWINGS6 INTMW DES AND PMM MANIALS WWRIM A SMW =M� DOCUMU =MKrjV3WENG% USED TOGEMER IN 7" ENINEW IN '*E CMETRUMM OF THIS PRMM. REV, DATE: ISSUE HISTORY - 1 12.08.08 PER CITY OF CLEARWATER 2 04.02.09 REVISED PER DRC COMMENTS 3 09.09.09 REVISED PER CITY COMMENTS 1----1— I SHEET TITLE: GRADING & DRAINAGE PLAN : PROJECT PHASE SET NOT FOR CONSTRUCTION � -_ JOB NO: 0820 DRAWN. �B�f,,,�-,'RM I ,- I , - , - DATE: 04/02/09 _ ,.tH, , EgK'&p 4f-'4,KE Z � 8 ��.+ - 1 I t,L-, 4�1_tD IN."I'l , � - � .�+ I � " day , "_ , I "L"j" 1:�'� N 0 ,.,A- 1, ", , , .) , , - , I '�(Olz __ 111_'�-I!r , I �, - ,, . - ,f R"�*, ,A,IK, " , , -'�, �- - `� , , 6. 2 UU11 . i, ta�i, ,ItL",� t " , �*, �t�',-_ ) LU Z .), 17 L, C5 ,,".�, �z *1 " ,P� it ,I LLI Lu ,,,,�",-4.."�A",Ii�", � , '�-_ , � - , " - � .. : . -,- FA w , ", :,� , . .... _ 11 ..... I , � W Ln I . .. . � LLI 11 I , (D - I , % w , , , 11 , . " ., � I I -,�, f - qtr 1. _,�,\',x (" \ - ,if )" 1'V ✓" , (") " N i ; V.,/ r"\) '- \ -., {., \ 0 \ y - cf,�, I , ( �, _.-, ,N , i - .11 I ), a ` - �_,,, , I/ . ,>\\"-._ _4 \ �\ I \ <,;, \ , - , , - .\ ,�,\ J, <1, " , _j \�; " 1,.,,,\ . 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( 7 2 7 ) 7 9 3 - 9 8 8 8 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 WWW.KEITHZAYAC.COM EB 9351 - LC 2800212 ORIGINAL RECEIVED OCT 16 2009 PLANNING DEPARTMENT CITY OF CLEARWATER I7HESE DRAWNG% ALONG W7H W ENGNEERS DRAWINGS6 INTMW DES AND PMM MANIALS WWRIM A SMW =M� DOCUMU =MKrjV3WENG% USED TOGEMER IN 7" ENINEW IN '*E CMETRUMM OF THIS PRMM. 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() \„\ it � ( ,! t .\ `` ,1 t` /,.... �.•""�,r^<• �-'' �` I <' ,' ' th !` VC WATE ! • IPPROXIMATE LOCATION OF FDC V'_�,`° f -� i \ \' ? ! ! ? " (1) 45�° ELBOW 6 P is >1 *; \`. \ \a\ .! YY\ ! ii :: r ` � ,1`N \! V, . ,�. �;`' ..c, it \ \h� i' i 6 SER ! (2) ,. , $ P :* ,l `' '!' t EE FIRE PROTECTION 11.25° LU'G \ Fd `, ' ; �, (! ,; ,:_, \ ; f VISE \ �\ _ PROTEC PLANS fc ;.:. = r !: :,, ;,, i'!i . ;kJ r\', ELBOW <,` I ✓` ° r, \; 'v / :, a \ � \t�/ ,'a', » \ ;'' ; O` \:'' :. Flg)' L DESIGN & ' �', \`N\-, \`;' ; \r �, \`\ , I:' ,< i 6 -DR14' `:�``" ,, ' :z1 •" z ° ,,--\\, LOCATION, ! „iC ,,,,.`C'' •k' r' 1 ' , ,' ' Z`• ;1':' � t r \, i - ! ` \' \ \ ;.: �a;\., ` \ ,, 4r\., 'FIRE n1L .`:ntr` '! (1)9Q° BOWn,,✓ "` ! `''�',` ( \, f7,, ,! :.? DE <TQILS)(FINA CATION OF FDC SERVICE \ -. EL ; ` r. ;• L LO 4\aN - r'( , !\ ~ 'i f 'j�%i ✓% .:1 i°' , t ',\.' 11 tJ! a' .',. `, , ^t ri. C f ,' ' 1' 4:,! \ , ,,-y) ,!," . k,l, ^`'." i`` - ¢: �, ! - ! \ t, i :,, �- ! `` ;/. / ." �, -' 1 6 , -' f; C� ° 1= COORDINATED may. r' '. �`` ` C) PLUG !, \ ; \ TO ,b W/ CITY OF % . \ ,! ;� \ i rt i „.t �' \\ , ,ai� \ °L \ FS,' c. \\ '.` "� 6r,_DR14 !, r`'s! \CLEARWATER FIR {�;\ \ ,i !' \ t. f ,t, :\ '! ,u n''S+\ .(`.:r , \a:. \':,• r F: \ ,,,' \ \' ' \.i C- '".' .'1 !: ^':,,, )a \`.'• , -, ,. ;:`., , iI; 0 Sn i, ,� �; \, E &ENGINEERING G ; ` ;\ ! J, c c'� .. ` ° "' v FIRE SERVICE '' `! \' t�EPARTMENT PRIOR T BUILDING „`.., ! \ L!, S6 PLUG C.YJ.! 1250 GAL 1`! -;! \! ftRMIT) r \ F , N \ 1 \�!, !, .. ! L r•S.t '{ \\ /. 1. /�' .. . »..,. t it, R �%' '` ! \' ,&4:`, Y' ,F,'\.: t. ! \ 6 " -D 14 FIRE FS (TYP.) GREASE TRAP .' : ,� 8 P ,lt.,'•1' 'lid F \\ �\ (TRAFFIC ;r ,` \., \ `f \/ _- \�, ; 7 >. SERVICE �+ LUG BEA IN-_ . �l ., ,! �' f� v' �' \i \ \1\ , : 11 / ! <' y r -r', ��. \ `'.7 a1 t\ \ R`'``I \\ t \' 11 y,;. ✓l `J :Qf r \1--- ,r ,, 1\ ``! ,'1,• `\ / "'t `�. t :.�', t,. \,t.. ,,a., :.'\` :! i''i')` `l\ !,, ,, ,,,.. ,.,� \, \ ,i, h' t,^ \\ \ ! ` i %,/ `\' , ' .. vit 1 ` \.t-• \,' `' \ /� !; \ s \> \ / \` a. , 1, �'\ ";r1 \, I` \ EXISTING 0 FDC \ \` Ii 1,, , I . N,\ f. :.`._... _ * ,` `� TEE ` � - \ / / \` \ r , F; ��" \ FIRE I"' \! \ r' ` a " „ , ! i 1 / \\ ! n`:: i, '✓\:\ (SEE PROTECTION PLAN ' \ — !;! \',..% 1 \ ; � ry:,,\\ t \. \\ �It� ; L. / j \ ,i" \ FINAL LOCATION S FOR ° \. r\, i \.\ \\ ,!,�,.`,. \ %; `t ; ! °tt.tLi 1� �t / j \\ \ ,! _! \ ''`, DESIGN & ,\ ` / ! \, �\ EXISTIN : -'- :\ r\ \\ / ' ;, rx \ 1!T' \ ! ! j \, ! !, ``�;,\ DETAILS)( EXISTING FDC SHALL - - r \! v'' ; \ \\ it \ ,' / \ i, J'i ir., ; ,\ • ! t.-�t! / / \ '\ \///* // !\ \\ `i. r \\ 1F.'...ky ,,`... E SHOWN ON THE FIRE %,`\ !N 1'\ ', \ ! :, \ N `, \I'`" \ \ \ "`' „a. \ ! / \ '`\ `;! - % \, t i . PROTECTION PLANS TYING INTO o \\ \\ �' • t � ” \ �- !' , \ /! \ r „,: \¢ \ !, /j/ ` '!`: ”; \\ THE HIGH f \\ i1 \ / / :✓ L } 1 r.._) _c,,.h.f j \ \\ \! x ; \ J. LEGEND � � � PROPERTY LIMITS O � WM — WM — PROPOSED WATER SERVICE — FS — FS — PROPOSED FIRE SERVICE - SS I SS � PROPOSED SANITARY SEWER (TYP.) TYPICAL \'' FDC NOTE: \1` FDC LOCATIONS ARE FOR GRAPHICAL PURPOSES ONLY. ,1 FOR EXACT LOCATION AND DESIGN SEE FIRE PROTECTION PLANS SHEET #FP1.01. . `,,, FINAL LOCATION OF FDC & STAND PIPE TO BE COORDINATE WI CITY ;! OF CLEARWATER FIRE & ENGINEERING DEPARTMENT PRIOR TO 1 BUILDING PERMIT. t`1 ,MIRE PROTECTION PLANS SHALL SHOW HOW EXISTING FDC, ;! .;_ - -. HIGH RISE, STAND PIPE & FDC CONNECTIONS ARE BEING TIED INTO •i• )i I FIRE PUMP ROOM. RISE AND FIRE PUMP) ;, !! .yy / \ ' 11 ;.. \i, \ \``r. \``, \\ 1' `\ \ i /i4 •G. X \ _r r „`_} i,, i }_f J •.� „), „, I-t)•:'rr._: ':v / \�. :r-' \''�' ,!,\ \` t1,�l 11 ,, ;\ r t a< , •^ L. 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'r ! r r`'P 'r''t LI Yrr,7t ':i �Af_. %'�C `��, � "... �..� :;'^ !: �.-. 1.C: ,�.tJCMt \r 661..1` ` r \! a• G}`� \`s..` .,C.,z' , ,"t ,, ri:: /, ,r,,, r 1 1, vt ,`�^'I. p °e tF "�i ' t' : f. tv ;�= x,a:'� =�' > f " - it` ,, 1; \`1 -1 r, ........ ,\ ,a'?,t l<Cl1` nC ;, t ./11 Y �iT'it`' 'r ,t i' z'�ij y'�rj'•'z , as :...T. ,\ ,ir.''1 -\ f '> \? r1%' }, iJ, ,, ',�+_t✓.1 "s "J1 'yl% .<,:•ct. t „t r 'tom to fir? '! 'i' i r 'R n'yt ^hd n '`i ->r. a" - - ril: `` . C,? t•i C4," \: /' .•, / , Z,, t^ r ! , ri , zfL ', i C` ri t. i �i : 'A ^,y> _V ,\ _} ; 1 ./ r `\ S \ \, �i t5' !, \ i. 1J" tr.., 1,.C' 1.�'� .�i P ,k�•� a 1Y3' • n t , a<et,,t" < r'>7,'�`',y�,> , 1 ' .,,, !. ! -G. Al, y t""+ ` Fi:, ! ! e' \✓ I1 "'' , '`rz�T:,� ,• "FR° 1f 'i- ''LZi>7 'Yr4 t rt �L` t" w � «P'"�` .�n*a .... - - -.-. _ .l �\. �� " :;. ` %'� \,! \ " �1 t �\ ^;4' " v t " a v TF y UTILITY NOTES: _ <;!,�. r- \ \\ 'k,,.. -,'� i r2 1j .s1 , it <i;"'Fri,r�rt ��r'; f'r• p ,?'';L1�"` ,rd,t -iJ t i, i N_ „_..`...' ` Si "'Y Nsv =- -. 1 \C`"• _ o ,'rY<<i'1'�-' Yci1 ,e' ;1 i y r a �:r i. \ r` '\ ' 1. •'A ! ,".L ,i. .,I �: C- t�1.[n � .,�f•'y�<.. � )'''n % i' 'Yy '•Ci`.kr `- 1' „Cf\ ,1 .): t',4 Q> �, l"7 i `6, :,K+i'”, r, ri'S�r,, i:LZ6 n "''Y'`«F'`•�i,'rt.''t't i, ,i,ri t rn .a- yrv,,. ,r ^° L,'' r • \,",ftx `' 1' - ` \. ,>C\. i �'�. ~_ ,r"" ' `'e: '! w'r"2�v�ltJ 16'••\,0 "�� ', ^n.�>"i ` ',, i1 ".r, ✓'i'!'. %:''::... .jz'r1 . \t tJ' (`• ,, ^, iif, r ._('> t'= ,a,:.. ' ,6 git,i'i s,,)t'k�") •: P.`zv>Jh riz'1<? 4."� " "r- 'F;! i ! : ! ---, \, t!(I( . �,, \ _ � ,ll�� tF:" ;c ^L \') r TI -,n i;'r: ,� , F> F� "" 1. Ct)NTRAI✓TORTO VERIFY THE LOC ON OF ALL EXISTING; UNDERGROUND UTILITIES. UTILITIES HAVE BEEN OBTAINED FROM-T�E CITY OF CLEARWATER UTILITY ATLAS. a ; "`7 :yl'), , 3 ai-, , C', Y';... - ! tL 't f'r"4Yi "I", ' t r lk<' / ! I ' r'F .i",.....''r ,ir,'t•'Mti,.r`" `zx1 I`.'citr 4<t'G, ^y h ,y /,. , .! !!.. h, a ,, ,�;:. q r'; "c':7 ; ', aA 1 �,— I , y� �r, �, , v! Wl � Fn J ' ° -,;!', i' = f 2. POTABLE WATElk & FIRE SERVICE SHALL BE PROVIDED BY: a . „'_ L fix" !'! ;. y r '' "' 'x �� n �� ' /� /1 3. SANITARY SERVICE SHALL BE PROVIDED BY: �v;\`... „ \ • :�` ,a.- \ ` f;, \' ' (i ; , • ._. „ °`r:''^ ,y„ '�r,'G`,''rt'yr "TtJr�r cr!° %"/ //% ` t s� rye` ,..�, , ,,,, ` J` ` J 1 ' T !•„ Z't ,,r ,,, t,},�," , 'vx1., i r' 4, 'r>' Lp 1 ^ iii �,� �. „1, t < >-C, ! ' ~ ~ . „\ , `rLSZr T ,rr' ij "`.Gt"zi1,,,'A•'C' ,` R;?in t o Fi>` •T ,<,r'° Yz V d .. .s _ ,y, y x'° �! � �' I ° ?�� ` r y °”" 4. CONTRACTOR TO COORDINATE INSTALLATION OF ELECTRICAL POWER SERVICE WITH LOCAL ELECTRIC COMPANY. 'i,I {'` sue' ty , •li. F, •- `:.W.:. J "e" > r.- r ';(�11 ``.,' y} "` ;r, �4 %` " ' =` Y� - t`'' :' `'' ` ;r r �9� °° \•r - 5. SEE SITE BOUNDARY AND TOPOGRAPHIC SURVEY FOR LOCATION OF OTHER EXISTING UTILITIES. maw "' .a ))*" -!` -` ) ✓'`�Yy'� `'`"� � / .� . 6. SEE GENERAL NOTES SHEET FOR ADDITIONAL UTILITY NOTES. ( \ ^V / : -�C �, J ` t l�.)<ti1 /i.`f�'.i.dr, •',n...aw`^ d \,�s' a.> °'o °.., r'4, l .\ \,1, !,r Y.^ rv't``C t. `�\f^ C-)• , y ,•El:"y"A" %i'lF.�lr f^.< •• :> t. ^. .a \,.KT- `,..�I�� <t%, \:,•• ''` \`' -' �\ \x''` / `' 666`6` 7. INFORMATION DEPICTED REGARDING EXISTING UTILITIES IS APPROXIMATE AND IS NOT FIELD VERIFIED, PRIOR TO COMMENCEMENT OF CONSTRUCTION, CONTRACTOR WILL -11 ""'. 1119 ' 1 /, %f i! ,?' ,. '%'- • y\r' ;;t •�• ` ., _ �� . ;r�✓�c`! =` •' C.Q. ,. ;,:," t nt� FIELD LOCATE & VERIFY EXISTING UTILITIES e.g. TYPE OF UTILITY, INVERT, CONDUIT MATERIAL ETC. AND CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES ¢ . . r,,{ ti.: ! ';' I. ,t �< <' ` `�'�' - a �• -.; ;'' ?... •t '� '`�~ ` - AND /OR CONFLICTS. ' ' . ' ra•' % Kl1.! , " !^ *J3�"�I,- -" ~. ``�J'' J 8. UNDERGROUND WATERMAINS SHALL BE INSTALLED, AND COMPLETED AND IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA 241. 11 � - r f,,..l a j / �.'a' ° tP 'Z �t',' 't)'' `'�t1d`� % f! J , �'� i •k,'• 4 � �" .4`y£` . �'C`"`. �•,`"a r „X t ^�V �h�r� ;/i !; , 9. CONTRACTOR SHALL INSTALL FIRE SERVICE LINE FROM TAPPING SLEEVE &VALVE TO THE LOCATION OF BACKFLOW PREVENTER AND FROM DEVICE TO BLDG. \ �, ��r t r �,,.s� 10. WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE INSTALLED, THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION AS PER �' ; +co '. ;rt ",�^`t• r'6.x.,;S:,,n,�t,- 1.'","� /!_i/ k ri . ,,,. ?f�°' ..- 't`�11 i t '' ! �\. k 11 >' f” T i 'n /- <a, r: ;,t;ti \ :'' �t✓ NFPA 241 FIRE DEPARTMENT CONNECTIONS SHALL BE IDENTIFIED BY A SIGN THAT STATES ,/. `��` `,�'.i!>N % P� ,.5" ,, ,<;'A.A3 ,'I,V',.:''�,!�:i'••' , �r`y %t >,,. r \,2 ., „i I ^� .ray • q � : P i 'A V 11. "NO PARKING, FIRE DEPARTMENT CONNECTION" AND SHALL BE DESIGNED IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS FOR %%i "' rz� LLrL�C` �• ,r. < sz" ..,kf ! •, ; ,'- '` 4 � = � � ! INFORMATION SIGNAGE AND BE MAINTAINED WITH A CLEARANCE OF 7 1/2 FEET IN FRONT OF AND TO SIDE OF APPLIANCE. AS PER FLORIDA FIRE PREVENTION CODE, 2001 •%ir rir'i1'ii,'tr,,1r ' "�° ! „ , r ,a .. ! , , V✓ ,\� ��i. rxa!,,.!r,,1,'hf�i!i r ? �q r . „,�'::;:� '`' `\,, "-1 `.;�` <, > ` "STAND PIPE , i j . \ - . 11 \r` \ ATION OF 2 EDITION. MODIFICATION TO SECTION 3 -5.6 OF NFPA FIRE HYDRANTS SHALL HAVE CLEARANCES OF 71/2 ON THE FRONT AND SIDES. r-- "" . LIGHT _..... . ALSO, WITH A 4 FT. CLEARANCE TO THE REAR OF THE HYDRANT PER NFPA 1, SEC. 3 5.6 15. CONTRACTOR SHALL COORDINATE RELOCATION OF POWER & LI _ ........ ....._...........— ........_._.. ........�............ r.......�......_.... ` .....:..._....... _......._._ ....... ` , n E F PROTECTION _ 5 IRE ....ti Z.,..'', , `!- .ct�t -`z ``y, r. J, r ., -<, "T... ` r° 'r ?''` INAL LOCA�IflN, DESIGN & WITH THE LOCAL UTILITY COMPANY. ALSO THERE SHALL BEA 2' HORIZONTAL CLEARANCE FROM THE EDGE OF SIDEWALK TO ANY VERTICAL STRUCTURES. 'r \ \'\ \'` FINAL LOCATION\;IOF ,STAND PIP 13. IF THE PROPOSED PROJECT NECESSITATES INFRASTRUCTURE MODIFICATIONS TO SATISFY SITE - SPECIFIC WATER CAPACITY AND PRESSURE REQUIREMENTS AND /OR .✓ •' DETAILS)( \ , CITY OF NO= WFAM maw won 00 lft-�ft �:` ',Y:f �ryt.r '' �' TO BE CO j-\ NATEg N INEERING WASTEWATER CAPACITY REQUIREMENTS THE MODIFICATIONS SHALL BE COMPLETED BY THE APPLICANT AND AT THEIR EXPENSE. IF UNDERGROUND WATER MAINS AND r,ti ,•• r, ..._....._- ...._....._.. _. ;,\ ` -� <' ;; •- " - ! IFO,'8c E HYDRANTS ARE TO BE INSTALLED, THE INSTALLATION SHALL BE COMPLETED AND IN SERVICE PRIOR TO CONSTRUCTION IN ACCORDANCE WITH FIRE DEPARTMENT ft414 I'< , _ -;'\\, ; 1 CLEARWPi�, PI TOR TO BUILDING ^" DEPAR�`ME ' REQUIREMENTS. ��,\ \."��' '� I% ,��1� ; �.::i ° PERMIT) 14. ALL FDC'S SHALL BE LOCATED WITHIN 40 FT. OF FIRE HYDRANT AND AT LEAST 15 FT. FROM THE FACE OF BLDG. FDC'S AND FHA'S SHALL BE LOCATED ON THE SAME SIDE OF i I ` i ` t\ „ THE ROAD. i ` � \ ^t tt �, �, \°. 16. FDC SHALL BE ROUTED INTERNALLY TO FIRE PUMP ROOM (SEE FIRE PROTECTION PLANS FOR DESIGN & DETAILS). i I Y.1 17. THE CITY OF CLEARWATER, AT APPLICANTS EXPENSE, WILL REMOVE /RELOCATE AND /AL WATER METERS THAT HAVE TO BE RELOCATED AS PART OF THIS DEVELOPMENT, 1i i INCLUDING RECLAIMED WATER METERS. (NO METERS SHALL BE LOCATED WITHIN I ANY IMPERVIOUS AREAS.) ` 18. DUCTILE IRON PIPE SHALL BE INSTALLED BETWEEN ANY TAP AND WATER METER. DUCTILE IRON PIPE SJALL BE INSTALLED BETWEEN ANY TAP AND BACKFLOW PREVENTION DEVICE. AT LEAST ONE JOINT OF DUCTILE IRON PIPE SHALL BE INSTALLED ON THE SERVICE SIDE OF ANY BACKFLOW PREVENTION DEVICE. 19. THRUST BLOCKS SHALL NOT BE UTILIZED ON UNRESTRICTED WATER LINES (MAINS AND FIRE HYDRANT LEADS). 20. A CITY RIGHT -OF -WAY PERMIT SHALL BE PROCURED PRIOR TO MAKING UTILITY CONNECTIONS IN ADJACENT STREET RIGHT -OF -WAY. ISSUED FOR ONLY CLEARWATER, FLORIDA PREPARED FOR: SHEPHARD'S BEACH RESORT 319 SOUTH GULFVIEW BOULEVARD CLEARWATER BEACH, FLORIDA 33767 PHONE: 727.442.1507 CONTACT: WILLIAM M. SHEPARD CONSULTANTS: CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING KEITH ZAYAC & ASSOCIATES, INC. ( 7 2 7 ) 793 -9888 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 I WWW.KEITHZAYAC.COM I EB 9351 - LC 2600212 ORIGINAL RECEIVED OCT 16 2009 KANNING DEPARI -MENp —' OF CLEARWATER ViE DRANINA AUM WTH THE ENQ*ETS DRAWNGS, MEIaCR DESIGNERS DRAWNOS, IAND FRQALT MANUALS OONS07UlE A 9N=M CONTRACT =I ENT AND MUST BE USED TOGETHER IN THEIR E`l9RET''/ IN THE OONSTRICBW OF THIS RRD,ELT. REV. DATE: ISSUE HISTORY 1 12.08.08 PER CITY OF CLEARWATER 2 04.02.09 REVISED PER DRC COMMENTS 3 09.09.09 REVISED PER CITY COMMENTS 4 10.12.09 REVISED PER DRC COMMENTS SHEET TITLE: UTILITY PLAN SET TITLE: PROJECT PH S NOT FOR CO � ,�' N -, JOB N0: 0820 • I VI �y �, DATE: 04/02/09 � EC . EZ ,, n ' •1 /� } ?s uy ":,, "say > j� t,. I' ;,, - -� 1-1 it :r.# • •4 , *�; ,fi' t- W. �.F�.. C6 .4, , , },;,'; ;J1 Tr' _.;.. _v ,�y stti ,• i' i r ' rf , 5 ih' RI s�o per' E. f,• � �/ s r.� C4,py c� s �dtp`r °may CIF '9 If "x" is less than 48" then the slope of the flared side shall not exceed 12:1. ISOMETRIC VIEW CURB DROP CURB TRANSITION I CURB I TRANSITION 0Ar1V nc cinCl v 3 v 0 0 0_ r- ELEVATION A -A 1. Ramp are designed to the Uniform s Federal Accessibility Standards to comply with the Americans with Disabilities Act. 2. Ramps Shall Have a Tactile Surface, Textured to a Depth Not Exceeding 1/8" by use of Tamp or roller In Conformance with Requirements of FDOT Roadway and Traffic Design Standards, Detail 304 Or Most Recent Modifications. 4" Drop at All Drives 5" 11" �I i-1 -1/2 "R /- Wearing Surface Base . . . Compacted. . . • • •Subgrade. . . . STRAIGHT CURB 3' Match Existing if Grass Planting or Other Existing Sidewalk Non - Walking Surface Grass Planting or Other Non - Walking Surface 4'/5' 6" 6" 6" Vertical Curb RAMP CURB in Transition Exist. Type I Curb Remove Back of Curb Flow Line if Existing RETURNED CURB RAMPS SECTION B -B CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING 1 4/14/96 leametri. view redir�om REDRAWN TYPICAL SIDEWALK 3 1 1/96 Added „� CHECKED BY CURB CUT RAMPS INDDK No. T.C.J. PHYSICALLY HANDICAPPED 109 REV. DATE DESK3iIPmON APP. DESKC9MFDHBY 2 OF 3 4" Drop at All Drives 2 "R . 6" 2" �l Wearing cN 3 1'R Surface r1 .N co L I. 04 j ;p ; :; ; /4' :.o:: Base j .6" 24" Compacted Subgrade' NOTE: When used on high side of roadways, the cross slope of the gutter shall match the cross slope of the adjacent pavement and the thickness of the lip shall be 6 ", unless otherwise shown on plans. TYPE I CURB Back of Curb NOTES: d Construction Symmetrical 1. There shall be a 1/211 seal joint between About Driveway "i back of curb and driveway. 2. Concrete in curbs shall be 3000 psi, with Wearing fiber mesh reinforcing. Face of Curb Surface CITY OF CLEARWATER. FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING 3' TRANSITION AT DRIVES 4/9/02 Re% Nate. R a "'y`f o` SECTIONS Ira &K nu DATE DESMPTION I APP. DESKINED BY c.u.H_ 1 OF 2 4 "X8" Interlocking Concrete Pavers, Wash Sand/Cement Mix Into Joints 1/2" - 3/4" Sand Setting Coarse 6" (Min) Concrete 3000 PSI Saw Cut Exist. Asph. With Fiber Mesh 12" Existing Asphalt G .d .'• '•• '•• a ; 12" Ex. Base . "••• .a • , A- f .e 409 1/2" Expansion Joint //��\ / /�, /�i;�'�� /% Stabilized Subgrade FBV 60 2 - #4 Deformed Rebar (typ) *All exposed concrete edges to be hand tooled. PAVING HEADER DETAIL CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION DATE I DEsMPTION I APP. lu A.C. W UT 1 TYPICAL VALVE SETTING Adjustable Valve Box When Valve Occurs in Roadway, set Base on 10- Common Brick. rn ,c 0 d o z K0 0 1 U IN O s a Ku n. s. Water Main Mech. Joint Valve \"-Restraining Joint CITY OF PUBLIC RV�DATE DE,,WrDN APPD e TT H P.V.C. PIPE RESTRAINT THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS: 1. BEND - INLET AND OUTLET 2. TEE - OUTLET BRANCH 3. OFFSETS - INLET AND OUTLET 4. CAPS 5. PLUGS 6. DEAD ENDS 7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS L � -� Megalug Restrainer (Typ.) Ebba 1500 Series (Typ.) ON ALL TEES, A MININUM OF 5' SHALL BE RESTRAINED ON EACH RUN LEG L = MINIMUM LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTING (ft.) FIGURES BASED ON 30" DEPTH BURY, 150 PSI TEST PRESSURE. 8" PVC MAXIMUM SIZE USED IN SYSTEM NOM. PIPE SIZE ELBOWS (deg.) VALVE TEES BRANCH DEAD END 11.25 22.50 45 g0 4 2 4 9 21 28 46 6 1 3 6 12 29 1 47 65 8 1 4 8 16 38 1 66 85 I& CLEANOUT PLUG CHARLOTTE Pipe And Foundry Company Part No. 106 Or Equal O 1 RING - HALF PLAN 36" 23" 21" Machined Surface -7 a) 0 r RING - SECTION Minimum Weight 7" 232 lbs. 9" 278 lbs. NOTES FLORIDA 1. Where roadway base is 8" or thicker use 9" ring, ;TRATION all other cases 7" ring is permissible. 2. Manufacturers model of storm ring and cover to 1NO. ° be approved by Engineer. N 4°�2 1 OF 4 NOTE: THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE BY USE OF EBBA IRON MEGALUG RESTRAINERS. THRUST RESTRAINT BETWEEN PIPE JOINTS SHALL BE BY EBBA IRON SERIES 1500 RESTRAINERS. CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING S..V D 9 02 99 aHECien BY THRUST NDEx N0. DATE 1 DESCTtPTUN 1 APP. See NOTE For Traffic Bearing Cover. Concrete Pad 8" Thick x 1' -6" Sq. TWO -WAY CLEANOUT CHARLOTTE Pipe And Fat Part No. 448 Or Equal 0 FEMALE ADAPTER CHARLOTTE Pipe And Foundry Company M - -1 A1_ 4A4 r%- C....1 0 NOTE: Cleanout Plug Cover To Be U.S. Foundry 7623 Or Equal. 1OF2 APPROVED BARREL JOINT SEALS ARE '❑' -RINGS AND 'RAM- NECKS' TWO CONTINUOUS RINGS AT ALL J ALL JOINTS SHALL BE SEALED. 4 Required Pick Hal co 1 -1 /4" --j � t ❑ ❑ ❑ SANITARY ❑ ❑ ❑ ❑ ❑ ❑ S E W E R❑ Non Skid Require ❑ 0 1:1 1:1 1:1 Pattern Required ❑ ❑ SOLID COVER cN I {- 22 -3/4" r_�71W Machined Surface SOLID COVER SECTION Minimum Weight 128 lbs. CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT RED.aw BY 8 DATE 91 1 9/25/96 Deleted Shasta 2 3 W.J.S. CHECKED BY SANITARY SEWER INDEx ND. W.J.S. MANHOLE COVER 301 REV. DATE DESCRIPTION APP. DESIGNED BY f OF 2 D.G.B. C.I. FRAME & COVER 3' U.S. FOUNDRY #195 W OR EQUAL VCONCENTRIC CONE (FLAT COVER ON SHALLOW MANHOLES 0' TO 4' DEPTH) .-STEEL REINFORCEMENT 5' MIN. WALL THICKNESS TYPE II ACID RESISTENT 4' MIN. CEMENT 4000 PSI 12' MIN. GROUT FILL OPENING WITH N ❑N- SHRINK MORTAR STEEL REINFORCEMENT 03 BARS @ 12') g• 2' JOINT IN PIPE ENTRY T (TYPICAL) PRE -CAST OR POURED IN PLACE CONCRETE SLAB PVC PIPE REQUIRES MANHOLE TO BE INSTALLED UNDERD❑GHOUSE M.H. & EXISTING PIPE ADAPTER COUPLING BY FL❑ L W CHANNEL CONTROL, INC., OR APPROVED WATER STOP COUPLING. 1, MINIMUM CONCRETE C❑MPRHENSIVE STRENGTH 4000 PSI @28 DAYS 2, DESIGN LOADINGI H -20 3. BASE SECTI ❑N IS M ❑N❑LITHIC 4. MANHOLES SHALL HAVE AN INTERI ❑R AND EXTERI ❑R COATING PER SPECIFICATI ❑N SECTI ❑N GS -10. DOGHOUSE MANHOLE DETAIL N.T.S. Flow Tapped Flange 1 Brass Nipples 2" Backflow Tapped Flange Ball Valve J (Typ.) f Preventer Ball Valve 90' Brass Ell 90' Brass Ell BYPASS DETAIL Approved Backflow Preventer * Resilient Seat Plate Strainer Resilient Seat OS & Y Valve OS & Y Valve Flanged Tee Flanged Tee Flanged 90' Bend 9 Flanged 90' Bend O o 0 O O O o O Uniflange Meter 12" �� D.I. Pipe Su Lateral ' M.J. 90' Bend M.J. 90' Bend DETAIL Flow TYPICAL COMPOUND WATER METER SET 1. 0 S & Y Valve Handles will be Chained and Locked. 2. Meter Sets will be Painted After Installation. 3. Bypass Pipe & Fittings Shall be Threaded Brass. CITY OF CLEARWATER, FLORIDA APPROVED R.P. DEVICES * APPROVED DOUBLE -CHECK VALVES ENGINEERING DEPARTMENT ENGINEERING l� STANDARD TE Hersey -Beeco Model 6CM Hersey -Beeco Model No. 2 A 11 07 95 Ames 5000 SS Ames 2000 SS Q 3/04 Revised Per unities R,g,F a WaED BY CLEAN OUT INDEX 40. Watts Model 909 or 009 Watts Model 709 or 007 �,�� (Sanitary) Conbraco 40200 Conbraco 40100 REV. DME DESCRIPTION APP. T.C.J. 1 tiF 2 On Ramps That Are Perpendicular with The Curb tile, The Dane Pattern Shall Be In -Line 1.8' Min. With The Direction Of Travel. On Ramps 24' Max. Intersecting Curbs On A Radius, The Dome . 2" Pattern Shall Be In -Line with The Direction Edge Of Detectable Of Travel To The Extant Practical. Warning H I I I 0.9' Min. I I 1 1.4' Max. _ 4 b b 1 O o.2" ' 0.02" lJ Truncated Dome Integral Dome - -- --p 0 0 . Min. 24 2.4 Max. - -- _� O O O The top width of the dome shall be a minimum of 5OX and a maximum of e5X of the base diameter. 0 0 0 0 TRUNCATED DOME Base -to -base spacing shall be 0.65" minimum between dames. PLAN VIEW All Sidewalk Curb Ramps Shall Have Detectable warning Surfaces That Extend The Full width Of The Ramp And In The Direction Of Travel 24 Inches (610 mm) From The Back Of Curb. CURB RAMP DETECTABLE WARNING DETAIL n.t.s. CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING IRE MJP� TYPICAL COMPOUND o2 94 CHECKED BY WATER METER SET ND%NO. 90' RISE 4O DATE DESCRPTION APP. BY 3 Of 5 Foos INDEX «3oa ISSUED FOR PERMITTING ONLY CLEARWATER, FLORIDA PREPARED FOR: SHEPHARD'S BEACH RESORT 319 SOUTH GULFVIEW BOULEVARD CLEARWATER BEACH, FLORIDA 33767 PHONE: 727.442.1507 CONTACT: WILLIAM M. SHEPARD CONSULTANTS: CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING . . . . . . . . . . . . . . . . . . .. ... KEITH ZAYAC & ASSOCIATES, INC. (727) 793 -9888 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 WWW.KEITHZAYAC.COM EB 9351 -• LC 2600212 ORIGINAL RECEIVED OCT 16 2003 PLANNING DEPARTMENT CITY OF CLEARWATER ME E DRAXIII ALONG WTH THE ENKiNEFRS OIRAWNG$ INTERIOR OF- 9(qNQB DRAwN103, AND FROJ= MANUALS CMMTVIE A SINGLLAR CONTRACT D=IMENT ADD Mt1Sr BE USED =E7M N THEIR ENTIRETY N THE CONSTRUCTION OF THIS PRD.EICC REV. DATE: ISSUE HISTORY 1 12.08.08 PER CITY OF CLEARWATER 2 04.02.09 REVISED PER DRC COMMENTS 3 10.12.09 REVISED PER DRC COMMENTS o d c2 UJ (n K cn Vl SHEET TITLE: GENERAL DETAILS SET TITLE: PROJECT PHASED'' NOT FOR CONSTRUCTION JOB NO: 0820 DRAWf " 13 JVI a 6CY { �•�Tt.i.., r DATE: 04/02/09',;�` e #cw 'QV�EQ' o Kam• t }� rS�' " tWn .O a s *,� i' I Jj a W o d c2 UJ (n K cn Vl REFLECTIVE WHITE BACKGROUND W /BLACK "P" AND RED "NO" SYMBOL NO PARKING REFLECTIVE WHITE FIRE LANE W /LETT RS BACKGROUND NO PARKING FIRE LANE SIGN DETAIL NTS CURB PAINTED WHITE OR YELLOW NO 3" WHITE OR YELLOW LINES WITH 24" HIGH LETTERS IN WHITE OR YELLOW "FIRE LANE NO PARKING" PAINTED ON PAVEMENT CURB PAINTED RED FIREPAVEMENT PAINTED RED 24" HIGH LETTERS IN WHITE ON SOLID RED BACKGROUND "FIRE LANE NO PARKING" NO PARKING FIRE LANE PAVEMENT MARKINGS NTS 40" WIDE WEIR INV =5.50 GRATE /RIM ELEV =6.00 WEIR ELEV =5.50 BOTTOM OF GRATE ELEV =6.00 WEIR CROSS SECTION FIBERGLASS SKIMMER BOLTED TO WEIR 40 "' WIDE ALUMINUM WEIR BOLTED & WATERPROOFING CAULKED TO INLET CONCRETE VAULT TOP OF FIBERGLASS SKIMMER =6.00 STORMTRAP CONCRETE VAULT TOP OF VAULT =6.00 CONTROL STRUCTURE MODIFIED TYPE E INLET (SEE FDOT TYPE "E" INLET PER INDEX 232 FOR OVERALL DIMENSIONS) STORMWATER VAULT CROSS SECTION LENGTH N.T.S. Varies 15' Max. See Index No. 201, Sh. 4 & 5 For Reinf. Mod. For Depths 13' To 15' U I 3' -4" 5-3 -I:' -1 00 �e Eye Bolt See Index 201 y #4 Bars ® 12" Ctrs. Fir. I m J BOTTOM OF VAULT =2.50 .50 (2) INSPECTION LID REFER TO STRUCTURAL DRAWINGS TOP SLAB FOR SLAB DESIGN EL. 6.50 a, • �a 12"I_ 23' 12' E a a 12" THICK CONC. BOT. EL. 2.50 s ds a a t � a STORMWATER VAULT CROSS SECTION WIDTH SECTION PLAN FDOT TYPE "C" (FDOT INDEX No. 232 Varies 15' Max. See Index No. 201, Sh. 4 & 5 For Reinf. Mod. For Depths 13' To 15' 5�rr I 5' -5" 5jrr TT —Eye Bolt See Index 201 y 4 Bars 12" Ctrs. 5' -5" LO I SECTION PLAN FDOT TYPE "D" (FDOT INDEX No. 232 N.T.S. STEEL GRATE DATE: ISSUE HISTORY 1 12.08.08 :• 2 04.02.09 REVISED PER DRC COMMENTS 3 09.09.09 REVISED PER CITY COMMENTS :9a W O uj 11 ~ J J w kVAVAVAVAVAWAVAwAwA 1 ►�w�w�w�w�w�w�w�w�w�w� kVAWAWAWAVAVAVAVAV AVA1 rAWAWAVALWAVALWAVALWALVAWJ kw.....w.w.w.......w.1 ►w.w.w.w...w.w.w . w...• •■ A ►w.w...w.w.w.w.w . w.w.1 / ►wt wtaWAVAVAVAVAVAVAVA1 LWAVAVAWAVAVAVAVAwA .: //a WAWA FAVAWAWAVAWAWAVAWAVAVA ►w�w�w�w�w�wtaw�w�w�w�1 .: FAVAVAWAVAWAVAVAWAVAVA ►.... ..............w.1 STEEL GRATE STEEL GRATE 7 i I TIRE RISER FIRE DEPARTMENT CONNECTION N.T.S. FREE STANDING FCD 2 %" SIAMESE CONNECTION IN ACCORDANCE WITH NFPA 1963, STANDARD FOR FIRE HOSE CONNECTION KNOX RAPID ENTRY FDC COVERS 18 "x18 "x6" THICK CONCRETE PAD Ust Restraint (Typ) NORMALLY 48' MAXIMUM 50' r-nrMrvaiviv wnv, EXPANSION jOIvI T TYPICAL SIDEWALK PLAN - TO SIDEWALK WIDTH (8 MAXIMUM) 1/2" BITUMINOUS STRIP .BROOM FINISH. EXPANSION JOINT STRUCK JOINT STRUCK JOINT NOTES: 1. SIDEWALKS SHALL HAVE TOOLED EDGES. 2. CONSTRUCTION JOINTS SHALL BE LOCATED AT STRUCK JOINTS OR EXPANSION JOINTS ONLY. Thrust Restraint and Blocks 3. EXPANSION JOINTS SHALL BE INSTALLED AS SHOWN AND ALONG EDGE ABUTTING CURB. in accordance with NFPA 24 (Typ.) 4. EXPANSION JOINTS SHALL CONSIST OF CONTINUOUS 1/2" BITUMINOUS EXPANSION STRIP, AS SHOWN, CONCRETE SIDEWALK CONSTRUCTION DETAIL NTS VARIES 1/4 ° / FT, MIN, EXPANSION JOINT D;O.�' p'p;Q oO'•O°'41OO r o'p,oa , �,D, ° , o,DI " o,Q, ° O° O, 4° CONCRETE SIDEWALK (PORTLAND CEMENT CONCRETE, CLASS 1 W/ FIBERMESH) 1. SIDEWALK TO BE MINIMUM 4" THICK CONCRETE. (6° MINIMUM AT DRIVEWAYS) 2. SIDEWALK TO HAVE 1/2" RADIUS TOOLED EDGES. 3. CONTRACTION JOINTS TO BE A MINIMUM OF 1 1/2" AND AT INTERVALS SPECIFIED BY FDOT. 4. EXPANSION JOINTS ARE REQUIRED BETWEEN SIDEWALKS AND CURBING, DRIVEWAYS AND ALL FIXED OBJECTS AND A T INTERVALS SPECIFIED BY FDOT. 5. EXPANSION JOINTS SHALL CONSIST OF CONTINUOUS 1/2° X 6" BITUMINOUS EXPANSION STRIP. 6. MINIMUM CROSS SLOPE 1/4" TO 1' -0 ", MAXIMUM 1/2" TO 1' -0 ", OR AS DIRECTED BY THE ENGINEER. 7. AREA UNDER PROPOSED SIDEWALKS TO BE COMPACTED PER FDOT STANDARD SPECIFICATIONS 128 -9.2 8. DISTURBED AREAS TO BE SODDED AS DIRECTED BY THE ENGINEER UNLESS INDICATED OTHERWISE. 9. SIDEWALK TO HAVE BROOM FINISH. 10. CONCRETE SHALL BE CURED PER FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION S SIDEWALK TYPICAL SECTION NTS ISSUED FOR PERMITTING ONLY CLEARWATER, FLORIDA PREPARED FOR: SHEPHARD'S BEACH RESORT 319 SOUTH GULFVIEW BOULEVARD CLEARWATER BEACH, FLORIDA 33767 PHONE: 727.442.1507 CONTACT: WILLIAM M. SHEPARD CONSULTANTS: CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING ,....... rr. r' KEITH ZAYAC & ASSOCIATES, INC. (727) 793 -9888 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 WWW.KEITHZAYAC.COM EB 9351 LC 2800212 ORIGINAL RECEIVED OCT 16 2009 PLANNING DEPARTMENT CITY OF CLEARWATER THESE DRAwNGS, ALONG W1H THE ENGINEERS DRAW= INTERIOR DESIIVt7ts DRAWNGS AND PRMI=T MANUALS CCNSOIUIE A SINGULAR CONTRACT DOICL ENT AND MUST BE USED TCGET ER IN THEIR ENTOEIY IN THE CONSTRUCTION CF THIS PRGECT. REV. DATE: ISSUE HISTORY 1 12.08.08 :• 2 04.02.09 REVISED PER DRC COMMENTS 3 09.09.09 REVISED PER CITY COMMENTS :9a W O uj 11 ~ J J w kVAVAVAVAVAWAVAwAwA 1 rAWAWAVAWAWAVAWAWAVAVA kVAWAWAWAVAVAVAVAV AVA1 ►w.w.w.w...w.w.w . w...• A ►wt wtaWAVAVAVAVAVAVAVA1 .: //a WAWA kVAVAVAVAVAVAVAVAwAwAL1 .: FAVAWAWAWAVAWAWAVAWAWA ,..-- w- w- w--- w-- -w- - -1 N,VAVAVAVAVAVAVAV AVAVA1 STEEL GRATE 7 i I TIRE RISER FIRE DEPARTMENT CONNECTION N.T.S. FREE STANDING FCD 2 %" SIAMESE CONNECTION IN ACCORDANCE WITH NFPA 1963, STANDARD FOR FIRE HOSE CONNECTION KNOX RAPID ENTRY FDC COVERS 18 "x18 "x6" THICK CONCRETE PAD Ust Restraint (Typ) NORMALLY 48' MAXIMUM 50' r-nrMrvaiviv wnv, EXPANSION jOIvI T TYPICAL SIDEWALK PLAN - TO SIDEWALK WIDTH (8 MAXIMUM) 1/2" BITUMINOUS STRIP .BROOM FINISH. EXPANSION JOINT STRUCK JOINT STRUCK JOINT NOTES: 1. SIDEWALKS SHALL HAVE TOOLED EDGES. 2. CONSTRUCTION JOINTS SHALL BE LOCATED AT STRUCK JOINTS OR EXPANSION JOINTS ONLY. Thrust Restraint and Blocks 3. EXPANSION JOINTS SHALL BE INSTALLED AS SHOWN AND ALONG EDGE ABUTTING CURB. in accordance with NFPA 24 (Typ.) 4. EXPANSION JOINTS SHALL CONSIST OF CONTINUOUS 1/2" BITUMINOUS EXPANSION STRIP, AS SHOWN, CONCRETE SIDEWALK CONSTRUCTION DETAIL NTS VARIES 1/4 ° / FT, MIN, EXPANSION JOINT D;O.�' p'p;Q oO'•O°'41OO r o'p,oa , �,D, ° , o,DI " o,Q, ° O° O, 4° CONCRETE SIDEWALK (PORTLAND CEMENT CONCRETE, CLASS 1 W/ FIBERMESH) 1. SIDEWALK TO BE MINIMUM 4" THICK CONCRETE. (6° MINIMUM AT DRIVEWAYS) 2. SIDEWALK TO HAVE 1/2" RADIUS TOOLED EDGES. 3. CONTRACTION JOINTS TO BE A MINIMUM OF 1 1/2" AND AT INTERVALS SPECIFIED BY FDOT. 4. EXPANSION JOINTS ARE REQUIRED BETWEEN SIDEWALKS AND CURBING, DRIVEWAYS AND ALL FIXED OBJECTS AND A T INTERVALS SPECIFIED BY FDOT. 5. EXPANSION JOINTS SHALL CONSIST OF CONTINUOUS 1/2° X 6" BITUMINOUS EXPANSION STRIP. 6. MINIMUM CROSS SLOPE 1/4" TO 1' -0 ", MAXIMUM 1/2" TO 1' -0 ", OR AS DIRECTED BY THE ENGINEER. 7. AREA UNDER PROPOSED SIDEWALKS TO BE COMPACTED PER FDOT STANDARD SPECIFICATIONS 128 -9.2 8. DISTURBED AREAS TO BE SODDED AS DIRECTED BY THE ENGINEER UNLESS INDICATED OTHERWISE. 9. SIDEWALK TO HAVE BROOM FINISH. 10. CONCRETE SHALL BE CURED PER FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION S SIDEWALK TYPICAL SECTION NTS ISSUED FOR PERMITTING ONLY CLEARWATER, FLORIDA PREPARED FOR: SHEPHARD'S BEACH RESORT 319 SOUTH GULFVIEW BOULEVARD CLEARWATER BEACH, FLORIDA 33767 PHONE: 727.442.1507 CONTACT: WILLIAM M. SHEPARD CONSULTANTS: CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING ,....... rr. r' KEITH ZAYAC & ASSOCIATES, INC. (727) 793 -9888 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 WWW.KEITHZAYAC.COM EB 9351 LC 2800212 ORIGINAL RECEIVED OCT 16 2009 PLANNING DEPARTMENT CITY OF CLEARWATER THESE DRAwNGS, ALONG W1H THE ENGINEERS DRAW= INTERIOR DESIIVt7ts DRAWNGS AND PRMI=T MANUALS CCNSOIUIE A SINGULAR CONTRACT DOICL ENT AND MUST BE USED TCGET ER IN THEIR ENTOEIY IN THE CONSTRUCTION CF THIS PRGECT. REV. DATE: ISSUE HISTORY 1 12.08.08 PER CITY OF CLEARWATER 2 04.02.09 REVISED PER DRC COMMENTS 3 09.09.09 REVISED PER CITY COMMENTS :9a W O uj 11 ~ J SHEET TITLE: GENERAL DETAILS SET TITLE: PROJECT PHASE NOT FOR CONSTRUCTION JOB NO: 0820 DRA l` UVI DATE: 04/02/09 0E'53 .c `r J- 'i. 'q� i i.. .• W F � %'Y', i C8Fri Lu ; :9a W O uj 11 ~ J J w 7 d' BILL OF MATERIALS QTY. PART N0. DESCRIPTION HEIGHT RECOMMENDED 3' -6' SINGLETRAP 0 TYPE I TYPE [ 1. A TYPICAL OPENING FOR THEH{STO(MTRAP SYSTEM RANGES FROM 2' -0' INGLETRAP D TYPED TYPE IT 3 D BE 1 0 TYPE II[ TYPE IIiIN�IN� 0 TYPE IV 31-6' YPE IV N6LETRM 0 TYPE V 3'-6' PE VSINGLETRAP 4 TYPE VI TYYPE V[�LETRAP 2 TYPE VII TYP6E SINGLETRAP ASTM C- 478 -95a ASTM D -4101 -956 MOVED OR ALTERED TO AVOID OPENINGS ON OTHER IRREGULARITIES IN THE UNIT. Phone, 727- 793 - 9888 31 JOIPE POOR ROLL - 14.5' l' -0' MIN. OPENING OR THE CENTER OF GRAVITY IF THE UNIT AS NEEDED PROJECT INFORMATION, 2 JDINT JDINT WRAP - 150' 5. VRAP PER ROLL CONCRETE FOUNDATION LOCATION OF WEIR 24" (TYP) PER ENGINEER'S DESIGN SEE SHEET 2 VII VI VI VI VI f NOTES, 1. DIMENSION OF STORMTRAP SYSTEM ALLOW FOR A 3/4' GAP BETWEEN EACH UNIT. 2. ALL DIMENSIONS TO BE VERIFIED IN THE FIELD BY OTHERS. 3. SEE SHEET 2 FOR INSTALLATION SPECIFICATIONS, LAYOUT DETAIL 6' -10" 70 LF RECOMMENDED PIPE /RISER SPECIFICATION L CONNECTING PIPES SHALL BE INSTALLED WITH A I' -0' CONCRETE COLLAR, AND A CONCRETE CRADLE FOR AT LEAST ONE PIPE LENGTH, AS SHOVN A STRUCTURAL GRADE CONCRETE OR GROUT WITH A MINIMUM 2B DAY COMPRESSIVE STRENGTH DF 3000 P.O. SHALL BE USER Z THE ANNULAR SPACE BETWEEN THE PIPE AND THE HOLE SHALL BE FILLED WITH SEE DETAIL 'C' NON- SHRINK GROUT. RECOMMENDED INSTALLATION INSTRUCTIONS L CLEAN AND LIGHTLY LUBRICATE ALL OF PIPE TO BE INSERTED INTO STORMTRAP, 2 IF PIPE IS CUT, CARE SHOULD BE TAKEN TO ALLOW NO SHARP EDGES, BEVEL AND LUBRICATE LEAD END OF PIPE 3 ALIGN CENTER IF PIPE TO CMECT ELEVATION AND INSERT INTO OPENING. CONCRETE FOUNDATION ENGINEER INFORMATION, KEITH ZAYAC & ASSOCIATES 701 ENTERPRISE RD, STE 404 SAFETY HARBOR FL 34695 Phone, 727 -793 -9888 Fax, 727 -793 -9855 PROJECT INFORMATION, SHEPHARD'S BEACH RESORT CLEARWATER BEACH, FL CURRENT ISSUE DATE, 09 -SEP -2009 APPROVED BY, ISSUED FOR, PRELIMINARY REV., DATE, DESC. BY, D9- SEP-2009 SCALE, NTS SHEET TITLE, LAYOUT DETAIL SHEET NUMBER, 03 FOUNDATION 'IP COLON PREADJUSTINf R[NGS AS NEEDED NON - SHRINK GROUT OFPE RISER DETAIL 14' PLAN IEW ELEVATION VIEW 6'- SHEPHARD'S BEACH RESORT CLEARWATER BEACH, EL PAGE ® (1P HEIGHT RECOMMENDED 14' PLAN IEW ELEVATION VIEW 6'- SHEPHARD'S BEACH RESORT CLEARWATER BEACH, EL ISSUED FO 09- SEP -2009 PRELIMINARY P SCALE, NTS —� SHEET TITLE RECOMMENDED SINGLETRAP INSTALLATION SPECIFICATIONS SHEET UMBER, 2,1 TYPE VI UNIT PAGE DESCRIPTION WEIGHT HEIGHT RECOMMENDED (tbs.) (in.) ACCESS OPENING SPECIFICATION 1 1. A TYPICAL OPENING FOR THEH{STO(MTRAP SYSTEM RANGES FROM 2' -0' 15870 2.2 �ACCESS DIAMETER, ACCESS OPTRprNGS LARGER THAN 3'-0' IN DIAMETER HEE34' ENGINEER INFORMATION, 3 D BE 1 9 PLASTIC COATED STEEL STEPS PRODUCED BY N.A. INDUSTRIES PART MPS3 -PFC KEITH ZAYAC & ASSOCIATES 5 (SEE DETAIL TO THE RIGHT) ARE PROVIDED INSIDE ANY UNIT WHERE DEEMED 1 WATER STORAGE PROV, NECESSARY. THE HIGHEST STEP IN THE UNIT IS TD BE PLACED A DISTANCE OF 1'-0' 701 ENTERPRISE RD, 3' -6• SINGLETRAP FROM THE INSIDE EDGE OF THE SIDRMTRAP UNITS ALL ENSUING STEPS SHALL STE 404 BE PLACED WITH A MINIMUM DISTANCE OF 1' -4' BETWEEN THEM. STEPS MAY BE SAFETY HARBOR, FL 34695 ASTM C- 478 -95a ASTM D -4101 -956 MOVED OR ALTERED TO AVOID OPENINGS ON OTHER IRREGULARITIES IN THE UNIT. Phone, 727- 793 - 9888 3 STORMTRAP LIFTING INSERTS MAY BE RELOCATED TO COINCIDE WITH THE ACCESS Fax, 727 - 793-9855 l' -0' MIN. OPENING OR THE CENTER OF GRAVITY IF THE UNIT AS NEEDED PROJECT INFORMATION, 4• STORMTRAP ACCESS OPENINGS MAY NOT INTERFERE WITH INLET AND /OR OUTLET 5. OPENINGS. ACCESS OPENINGS SHOULD BE LOCATED IN ORDER MEET THE APPROPRIATE SHEPHARD'S BEACH �NIIP PER UIR ENT& STURNTRAP RECOMMENDS AT LEAST ONE ACCESS RESORT CLEARWATER BEACH, FL CURRENT ISSUE DATE, 09 -SEP -2009 RECOMMENDED APPROVED BY, PIPE OPENING SPECIFICATION 1. MINIMUM EDGE DISTANCE FOR AN OPENING ON THE OUTSIDE WALL SHALL BE NO LESS ISSUED FOR, THAN F -0'. 2 ALL OPENINGS MUST RETAIN AT LEAST 1'-0' OF CLEARANCE IN ALL DIRECTIONS PRELIMINARY FROM THE EDGE OF THE STORMTRAP UNITS. 3 OPENING SIZE SHALL NIT EXCEED 0 36' OR V -6' LESS TIEN THE INSIDE HEIGHT OF THE REV,, DATE, DESC. BY, LOP�UET. 3T' -LDS UNLIT MAXIMUM OPENING = 1' -6!. 4. ��EgXAMpPLE, MET0 �p E APES SHALLBLR210%. THE AN'fN�PEN]NGENa�DED THAT NDTT"F THEECRITERIA ATTENTION OF SIORMTRAP FOR REVIEW, ISSUED FO 09- SEP -2009 PRELIMINARY P SCALE, NTS —� SHEET TITLE RECOMMENDED SINGLETRAP INSTALLATION SPECIFICATIONS SHEET UMBER, 2,1 TYPE VI UNIT PAGE DESCRIPTION WEIGHT HEIGHT STORAGE (tbs.) (in.) (C.F.) 1 42 292.5 15870 ENGINEER INFORMATION, KEITH ZAYAC & ASSOCIATES 701 ENTERPRISE RD, STE 404 SAFETY HARBOR FL 34695 Phone, 727 -793 -9888 Fax, 727- 793 -9855 PROJECT INFORMATION, SHEPHARD'S BEACH RESORT CLEARWATER BEACH, FL CURRENT ISSUE DATE, 09 -SEP -2009 APPROVED BY, 1 :1 ISSUED FOR, PRELIMINARY REV., DATE, DESC. BY, ISSUED F❑ . 4,_2 1 TOP PRELIMINARY P 3' -6' SCALE, NTS SHEET TITLE, STANDARD —I5' 6' -I5' 31-6y TYPEGVITRAP SHEET NUMBER, SIDE VIEW Fo4 PATENTED PRECAST CONCRETE MODULAR STORM WATER MANAGEMENT SYSTEMS ENGINEER INFORMATION, KEITH ZAYAC & ASSOCIATES 701 ENTERPRISE RD, STE 404 SAFETY HARBOR FL 34695 SHEET INDEX PAGE DESCRIPTION REV. I COVER SHEET 1 2 SINGLETRAP INSTALLATION SPECIFICATIONS 1 2.1 SINGLETRAP INSTALLATION SPECIFICATIONS 1 2.2 SINGLETRAP INSTALLATION SPECIFICATIONS 1 3 LAYOUT DETAIL 1 4 STANDARD - 3' -6' SINGLETRAP TYPE VI 1 5 1 STANDARD - 3' -6' SINGLETRAP TYPE VII 1 WATER STORAGE PROV, 3,92100 CUBIC FEET UNIT HEADROOM, 3' -6• SINGLETRAP UNIT QUANTITY, 15 UNITS - 15 TOM PIECES :T 6' -l0' ASTM C- 478 -95a ASTM D -4101 -956 ® ® 1 3/l6' ASTM A-615 AASHTO M -199 I l' -0' MIN. JOB SITE INFORMATION DATE: DESCRIPTION JOB NAME, SHEPHARD S BEACH RESORT JOB ADDRESS, CLEARWATER BEACH, FL ENGINEERING CO, KEITH ZAYAC L ASSOCIATES CONTACT NAME, KEITH ZAYAC, P.E. CONTACT PHONE, 727- 793 -9888 CONTACT FAX' 727 - 793 -9855 STORM TRAP SUPPLIER, STDRMTRAP CONTACT NAME, KEITH PFEIFER CONTACT PHONE, 815 -941 -4663 CONTACT FAX, 815-416 -1100 WATER STORAGE RE(rD 3,98600 CUBIC FEET WATER STORAGE PROV, 3,92100 CUBIC FEET UNIT HEADROOM, 3' -6• SINGLETRAP UNIT QUANTITY, 15 UNITS - 15 TOM PIECES PLAN VIEW STAIR DETAIL i ELEVATION VIEW OUTSIDE WALL DATE: KP cri 1 HEIGHT (in) STORAIGE (C.F.) MIN. 42 137 9280 CHECKED,;,, ;4NCEZt e '' L °w w ,1'r,P %A�.'p �'Z En ' N N LU i' Z w ,•.'a " � to 2' -0' TO 3' -0' ACCESS OPENING MEETS, 1 4 BNQS 1351,08.02 :T 6' -l0' ASTM C- 478 -95a ASTM D -4101 -956 ® ® 1 3/l6' ASTM A-615 AASHTO M -199 I l' -0' MIN. PLAN VIEW STAIR DETAIL i ELEVATION VIEW OUTSIDE WALL 7'— PLAN VIEW ELEVATION VIEW 6'= 4' =� 3' -6' 6' �-- SIDE VIEW TYPE VII UNITS DATE: KP cri 1 7'— PLAN VIEW ELEVATION VIEW 6'= 4' =� 3' -6' 6' �-- SIDE VIEW TYPE VII UNITS DATE: ISSUE HISTORY 1 HEIGHT (in) STORAIGE (C.F.) WEIGHT (tbs.) 42 137 9280 SIDE VIEW Phone, 727- 793 -9888 Fax, 727- 793 -9855 PROJECT INFORMATION, CLEARWATER, - FLORIDA SHEPHARD'S BEACH RESORT PREPARED FOR: CLEARWATER BEACH, FL SHEPHARD'S BEACH RESORT 319 SOUTH GULFVIEW BOULEVARD CLEARWATER BEACH, FLORIDA 33767 CURRENT ISSUE DATE, PHONE: 727.442.1507 09 -SEP -2009 ICONTACT. WILLIAM M. SHEPARD APPROVED BY, Oscar I. Garcia, A.I.A. Architect ISSUED FOR, 318 S.E. 8th street Fort Lauderdale PRELIMINARY Florida, 33316 12; 954.462.1090 REV., DATE, DESC BY, Fa)C 954.462.9040 1 ISSUED FOR PRELIMINARY KP SCALE, NTS SHEET TITLE, COVER SHEET SHEET NUMBER, 01 ENGINEER INFORMATION, KEITH ZAYAC & ASSOCIATES 701 ENTERPRISE RD, STE 404 SAFETY HARBOR FL 34695 Phone, 727 -793 -9888 Fax, 727- 793 -9855 PROJECT INFORMATION, SHEPHARD'S BEACH RESORT CLEARWATER BEACH, FL CURRENT ISSUE DATE, 09 -SEP -2009 APPROVED BY, ISSUED FOR, PRELIMINARY REV., DATE, DESC. BY, ISSUED FO PRELIMINARY P www.garciaarchite9ct.com FL 1a ARW12551 USVI Llc BWA SC Lla 5708 NO CORE$ TRANSMSSOM REImmocnam OR UEMRCNC MAMMA -RON OF ANY PORTION OF THESE DR V&= IN *K L E OR IN PMT ARE TO BE MADE W4CUr THE DPIESS MRITTEN PERMIS9CN OF OEICAR I. GARCIA, AIA. ARdiTECT. ALL DESIGNS INDICTED N DIME 13RAWNGS AFE PRCPE ?W OF OS91R L GARCIA, ALA ARCHTECE II CONSULTANTS: SCALE, ITS SHEET TITLE, RECOMMENDED SINGLETRAP INSTALLATION SPECIFICATIONS SHEET NUMBER, 22 ENGINEER INFORMATION, KEITH ZAYAC & ASSOCIATES 701 ENTERPRISE RD, STE 404 SAFETY HARBOR FL 34695 Phone, 727 -793 -9888 Fax, 727- 793 -9855 PROJECT INFORMATION, SHEPHARD'S BEACH RESORT CLEARWATER BEACH, FL CURRENT ISSUE DATE, 09 -SEP -2009 APPROVED BY, ISSUED FOR, PRELIMINARY REV., DATE, DESC, BY, 1 ISSUED FO 09- SEP -2009 PRELININARY P SCALE, NTS SHEET TITLE, P STANDARD -6' SINGLETRAP TYPE VII SHEET NUMBER, 05 ISSUED FOR PERMITTING ONLY CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING - ,�� w r' f` KEITH ZAYAC & ASSOCIATES, INC. (727) 793 -9888 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 I WWW.KEITHZAYAC.COM I EB 9351 - LC 2600212 ORIGINAL RECEIVED OCT 16 2000 OLANNING DEPARTMEPTi CRY OF CLEq WATER REV. DATE: ISSUE HISTORY 1 09.09.09 REVISED PER CITY COMMENTS DRAWN :$Y:.. JVI C9 DATE: 04/02/09 CHECKED,;,, ;4NCEZt e '' L °w w ,1'r,P %A�.'p �'Z En ' N N LU i' Z w ,•.'a " � to SHEET TITLE: STORM VAULT DETAILS SET TITLE: PROJECT PHASE NOT FOR CONSTRUCTION JOB NO: 0820 DRAWN :$Y:.. JVI C9 DATE: 04/02/09 CHECKED,;,, ;4NCEZt „TI 11ilC =; .yV^ C9 a�ero KfT�wz e '' L °w w ,1'r,P %A�.'p �'Z En ' N N LU i' Z w ,•.'a " � to ... _ ....... oll ,\ s ... SIq _..... EXIST. FIRE HYDRANT ... ...... —. ........ . ..............`: L ... ... ... ..... r... ..... ............. ss ................. ...,.„ C."<L..•t •m.... ::IjC: � ,i J.: ........................... C r;, ........ :.ham •['.,�i? 1.! i ?` r S, G• 2L;G �? �� r J,�� ! ! • s r 1 t.. �r`~ /l�f 1�f �? f� ....i = •1' 11 � �; •� 1, l; -- \1` � ,C��'~1 Cali '. tl•) TS M ---- Set Nail & Tin Elevation = 6.42' CONNECT PROPOSED FENCE TO EXISTING "A - t "N mm wma mum 8m�m COMMON NAME SIZE REQUIREMENTS EXISTING' CANOPY TO �; „ BE TRIMMED TO PROPERTY : 4 `� LINE �<:. '\"' � CONNECT PROPOSED FENCE TO EXISTING "A - ,per �" A ,�•'� .c''` � � ::r WON mmum ftwk t "N mm wma mum 8m�m ,per �" A ,�•'� .c''` � � ::r WON mmum ftwk TBM SCIR 1/2" LB.4513 Elevation = 4.62' .. ..._.__...................... ....... __ .................__ J._.........__............. .......... y_...., f .._-- ........._.- ........._. - -. G` v , ........ ........... ........y(\\ 1... .fi 7' .5 FYI .RTINr PI ANT MATFRIAI SYMBOL NO. SCIENTIFIC NAME COMMON NAME SIZE REQUIREMENTS \h� TREES . . .. . ....... . ....... .. . . ........ . ....... . ....... . ....... . . .... . ... ... ... ... . ............. . ............. . ............. . .............. . .............. . .............. . ............ ............. . ....... - - -------------- . .... .............. ........ ............. . ..................... . ............. \ :.'Cr CN ............. .a.: !.•,I � tP.jp \\�� VA' E h ! ):'fy T' s..._ .._.. 'ice i, , i`r•' .. L. , A 13!01,J1 (( . rW. F,I 1 1 ...... . ..... .... ..... , ........._..... .._,......... 8 FT C.T.H. W— ". ;... ......... A! .' COCCOLOBA UVIFERA TBM SCIR 1/2" LB.4513 Elevation = 4.62' .. ..._.__...................... ....... __ .................__ J._.........__............. .......... y_...., f .._-- ........._.- ........._. - -. G` v , ........ ........... ........y(\\ 1... .fi 7' .5 FYI .RTINr PI ANT MATFRIAI w) s s .. ,_.� ................ fr'a7 ::::.- : : :.~� .......... _.. ..... _..._..k.._..._ oonon�cn M1 AK1'T I ICT SCALE: 1 "= 20' GRAPHIC SCALE }r4 titw . ............ pJ.a.,tt. i.J M: ..� ..�• , Y'........ `e4 Y'r SYMBOL NO. SCIENTIFIC NAME COMMON NAME SIZE REQUIREMENTS \h� TREES LJ i LIGUSTRUM JAPONICUM SOUTHERN WAX PRIVET u \` \�• CN 6 COLOS NUCIFERA COCONUT PALM 10 FT C,T.H. SABAL PALMETTO WR 1 WASHINGTONIA ROBUSTA WASHINGTON PALM 8 FT C.T.H. \ CU 1 COCCOLOBA UVIFERA SEA GRAPE 8 FT HT. NO 82 NERIUM OLEANDER OLEANDER 8 FT HT. SP 1 SABAL PALMETTO CABBAGE PALM 10' FT C.T.H. VS 49 VIBURNUM SUSPENSUM SAN DANKWA VIBURNUM 3 FT HT. SR 2 STRELITZIA REGINA BIRD OF PARADISE 3 FT HT. CA 1 CRINIUM ASIATICUM GRAND LILY 3 FT HT. `I CV 16 CODIAEUM VARIEGATUM CROTON 2 FT HT. r'1 PT 11 PITTOSPORUM TOBIRA PITTOSPORUM 4 FT HT. PS 25 PHILODENDRON SELLOUM PHILODENDRON 3 FT HT. TJ 150 TRACHELOPERMUM JASMINOIDES'MINIMN DWARF CONFEDERATE JASMINE w) s s .. ,_.� ................ fr'a7 ::::.- : : :.~� .......... _.. ..... _..._..k.._..._ oonon�cn M1 AK1'T I ICT SCALE: 1 "= 20' GRAPHIC SCALE }r4 titw . ............ pJ.a.,tt. i.J M: ..� ..�• , Y'........ `e4 Y'r -\w SYMBOL NO. SCIENTIFIC NAME COMMON NAME TREES ' `.t, 2 04.02.09 LJ i LIGUSTRUM JAPONICUM SOUTHERN WAX PRIVET lJ -\ \ CM WASHINGTON PALM SP 24 SABAL PALMETTO CABBAGE PALM \ -\w SYMBOL NO. SCIENTIFIC NAME COMMON NAME TREES PER CITY OF CLEARWATER 2 04.02.09 LJ 4 LIGUSTRUM JAPONICUM SOUTHERN WAX PRIVET WR 9 WASHINGTONIA ROBUSTA WASHINGTON PALM SP 24 SABAL PALMETTO CABBAGE PALM SP DENOTES PROPOSED PLANTING 3 DENOTES EXISTING PLANTING 1� • t. SIZE REQUIREMENTS 8' HT., MULTI -TRUNK 10' -12' C.T.H. 10' -12' C.T.H. TRACHELOPERMUM JASMINOIDES'MINIMA' DWARF CONFEDERATE JASMINE 1 GAL., 30" O.C. SPACING COCCOLOBA UVIFERA SEAGRAPE 3 GAL., 2' HT., 36" O.C. SPACING ISSUED FOR PERMITTING ONLY CLEARWATER, FLORIDA PREPARED FOR: SHEPHARD'S BEACH RESORT 319 SOUTH GULFVIE W BOULEVARD CLEARWATER BEACH, FLORIDA 33767 PHONE: 727.442.1507 11CONTACT. WILLIAM M. SHEPARD 11c CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING KEITH ZAYAC & ASSOCIATES, INC. (727) 793 -9888 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 I WWW.KEITHZAYAC.COM I ES 9351 - LC 2600212 ORIGINAL RECEIVED OCT 16 200,3 PLANNING DEPARTMENT CITY OF CLEARWATER THESE ORAWNGS, ALWG WITH THE ENGINEERS ORAY&M INTERIOR OESr '114 MAINM AND Tito M MANUN3 WNS IN A SNM Q CONTRACT OOCUAENT AND MAST EE LW) MGEHM IN THEIR ENTIIWIY IN THE CWSIRUCOON W THIS PRO=. REV. DATE: ISSUE HISTORY 1 12.08.08 PER CITY OF CLEARWATER 2 04.02.09 REVISED PER DRC COMMENTS 3 09.09.09 REVISED PER CITY COMMENTS 4 10.12.09 REVISED PER DRC COMMENTS SHEET TITLE: LANDSCAPE PLAN SET TITLE: PROJECT PHASE NOT FOR CONSTRUCTION JOB NO: 0820 DRAWN BY: JVI DATE: 04/02/09 CHECKED: KEZ QO m 6 i Lu co !� Z m W C10 z W -4 (D WW [Z.7 °w N � N :, PLANT INSTALLATION & MAINTENANCE STANDARDS (A) INSTALLATION. PLANT MATERIALS MUST BE INSTALLED IN SOIL CONDITIONS THAT ARE CONDUCIVE TO THE PROPER GROWTH OF THE PLANT MATERIAL. LIMEROCK LOCATED WITHIN PLANTING AREAS MUST BE REMOVED AND REPLACED WITH NATIVE OR GROWING QUALITY SOIL BEFORE PLANTING. A PLANT'S GROWTH HABIT MUST BE CONSIDERED IN ADVANCE OF CONFLICTS THAT MIGHT BE CREATED (E.G. VIEWS, SIGNAGE, OVERHEAD POWER LINES, LIGHTING, CIRCULATION). TREES MAY NOT BE PLACED WHERE THEY INTERFERE WITH SITE DRAINAGE, SUBSURFACE UTILITIES, OR OVERHEAD UTILITY LINES, OR WHERE THEY WILL REQUIRE FREQUENT PRUNING IN ORDER TO AVOID INTERFERENCE WITH OVERHEAD POWER LINES. ALL LANDSCAPE MATERIALS MUST BE INSTALLED IN A RECOGNIZED HORTICULTURAL CORRECT MANNER. AT A MINIMUM, THE FOLLOWING INSTALLATION REQUIREMENTS MUST BE MET: (1) ALL LANDSCAPE AREAS MUST BE MULCHED WITH 3" OR MORE UNLESS VEGETATIVE COVER IS ALREADY ESTABLISHED. (2) TREES AND SHRUBS USED IN BUFFERS MUST BE PLANTED IN A MINIMUM WIDTH AREA OF 8'x8' IN SIZE OR 100 SF IN SIZE. (3) ALL LANDSCAPED AREAS MUST BE PROVIDED PROTECTION FROM ENCROACHMENT BY ANY TYPE OF VEHICLE. (4) ALL REQUIRED PLANTS USED IN BUFFERS AND LANDSCAPING MUST BE INSTALLED USING XERISCAPE PRINCIPLES. XERISCAPE PRINCIPLES INCLUDE WATER CONSERVATION THROUGH DROUGHT - TOLERANT LANDSCAPING, THE USE OF APPROPRIATE PLANT MATERIAL, MULCHING, AND THE REDUCTION OF TURF AREAS. (5) UTILITY OR DRAINAGE EASEMENTS MAY OVERLAP REQUIRED BUFFERS; HOWEVER, NO BUFFER TREES OR SHRUBS MAY BE LOCATED IN ANY UTILITY DRAINAGE OR STREET EASEMENT OR RIGHT -OF -WAY. TO AVOID CONFLICTS WITH OVERHEAD UTILITY LINES, ONLY TREES LESS THAN 20 FEET IN HEIGHT AT MATURITY MAY BE USED DIRECTLY ADJACENT TO AN OVERHEAD LINE. VARIANCES OR DEVIATIONS FROM THE REQUIREMENTS OF THIS SUBSECTION ARE PROHIBITED, EXCEPT WHEN INCLUDED IN AN APPROVED ALTERNATE LANDSCAPE BETTERMENT PLAN. (6) 20'x20' CLEAR ZONE SIGHT DISTANCE TRIANGLES AT INTERSECTIONS AND VEHICLE CONNECTIONS. WHERE AN ACCESS WAY INTERSECTS A RIGHT -OF -WAY OR WHEN A PROPERTY ABUTS THE INTERSECTION OF TWO OR MORE RIGHTS -OF -WAY, A MINIMUM SAFE SIGHT DISTANCE TRIANGULAR AREA MUST BE ESTABLISHED. WITHIN THIS AREA, VEGETATION MUST BE PLANTED AND MAINTAINED IN A WAY THAT PROVIDES UNOBSTRUCTED VISIBILITY AT A LEVEL BETWEEN 30 INCHES AND EIGHT FEET ABOVE THE CROWN OF THE ADJACENT ROADWAY. LANDSCAPING MUST BE LOCATED IN ACCORDANCE WITH THE ROADSIDE RECOVERY AREA PROVISIONS OF THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION'S MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION, AND MAINTENANCE OF STREETS AND HIGHWAYS (FDOT GREEN BOOK) WHERE APPROPRIATE. (B) MAINTENANCE OF LANDSCAPING. THE OWNER IS RESPONSIBLE FOR MAINTAINING THE REQUIRED LANDSCAPING IN A HEALTHY AND VIGOROUS CONDITION AT ALL TIMES. TREE AND PALM STAKING MUST BE REMOVED WITHIN 12 MONTHS AFTER INSTALLATION. ALL LANDSCAPES MUST BE KEPT FREE OF REFUSE, DEBRIS, DISEASE, PESTS, AND WEEDS. ONGOING MAINTENANCE TO PROHIBIT THE ESTABLISHMENT OF PROHIBITED INVASIVE EXOTIC SPECIES IS REQUIRED. (C) PRUNING. VEGETATION REQUIRED BY THIS CODE MAY ONLY BE PRUNED TO PROMOTE HEALTHY, UNIFORM, NATURAL GROWTH OF THE VEGETATION (EXCEPT WHERE NECESSARY TO PROMOTE HEALTH, SAFETY, AND WELFARE) AND BE IN ACCORDANCE WITH "PRUNING STANDARDS (REVISED 1988)" OF THE NATIONAL ARBORIST ASSOCIATION. TREES MUST NOT BE SEVERELY PRUNED TO PERMANENTLY MAINTAIN GROWTH AT A REDUCED HEIGHT OR SPREAD. PRUNING MUST NOT INTERFERE WITH THE DESIGN INTENT OF THE ORIGINAL INSTALLATION. SEVERELY PRUNED TREES MUST BE REPLACED BY THE PROPERTY OWNER. A PLANT'S GROWTH HABIT MUST BE CONSIDERED IN ADVANCE OF CONFLICTS WHICH MIGHT ARISE (I.E. VIEWS, SIGNAGE, OVERHEAD POWER LINES, LIGHTING, CIRCULATION, SIDEWALKS, BUILDINGS, AND SIMILAR CONFLICTS). LANDSCAPE NOTES: 1. TREES, SHRUBS, AND GROUND COVERS SHALL CONFORM TO FLORIDA NO.1 QUALITY, OR BETTER, AS DEFINED IN GRADES AND STANDARDS FOR NURSERY PLANTS, VOLUME I AND II, FLORIDA DEPARTMENT OF AGRICULTURE. 2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION. 3. CONTRACTOR SHALL ENSURE THAT ALL TREES ARE MAINTAINED STRAIGHT AND PLUMB THROUGHOUT THE GUARANTEE PERIOD. 4. SOD SHALL BE LAID WITHIN 72 HOURS OF BEING CUT. THE SOD SHALL BE CLEAN AND FREE OF WEEDS AND NOXIOUS PESTS OR DISEASES, 5. PLANT BEDS SHALL BE DRESSED WITH A 3" LAYER OF SHREDDED CYPRESS MULCH. 6. PLANTS SHALL MEET SIZE, CONTAINER, AND SPACING SPECIFICATIONS. ANY MATERIAL NOT MEETING SPECIFICATIONS SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. 7. TREES PROPOSED FOR INSTALLATION MUST NOT CONFLICT WITH UTILITY LINES, STRUCTURES, EASEMENTS, OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE EVENT OF SYSTEM FAILURE. 8. TREES SHALL BE MAINTAINED BY PROPERTY OWNER. 9. GROUND COVER SHALL BE INSTALLED TO PROVIDE A FINISHED APPEARANCE AND ADEQUATE COVER WITHIN 45 DAYS, AS TO SUPPRESS FUGITIVE DUST. GROUNDCOVER PLANTS OTHER THAN TURF GRASS, WHICH REACH A MATURE HT. OF 24" OR LESS. IRRIGATION NOTES 1. A low volume irrigation system, that provides 100% coverage to all proposed plantings, will be designed and installed by the Contractor. 2. The proposed Irrigation System must meet or exceed all applicable City of Clearwater code requirements. (i.e., Back Flow Prevention, Automatic Rain Shutoff Device, etc...) 3. Irrigation shop drawings must be submitted and approved by the County prior to the development order. 4. Irrigation system must be inspected and accepted by City of Clearwater prior to installation of mulch. Irrigation must provide 100% coverage and include a rain sensor and timer. 5. Irrigation as -built drawings, which accurately and clearly identify all modifications & /or substitutions, must be submitted prior to final inspection and acceptance. 6. The Landscape Contractor must coordinate the placement and power supply for the irrigation control timer with the General Contractor. 7. The following irrigation system components will be utilized, per each manufacturers' specifications. Toro - Netafim TechLine Self Cleaning, Pressure - Compensating Emitter Line HARDIE - Raindial 6 Station Outdoor Control Timer Richdale - 214APR 1" Electric Valve Amtec - 10" Round Valve Box. 8. Irrigation system shall be designed to comply with the City of Clearwater's Landscape and Irrigation Ordinances. t NOTES: 1. ALL WOOD SHALL BE SPRUCE OR PINE -NOT PRESSURE TREATED. 2. CROSS TIES SHALL NOT CROSS OVER WOODY ROOTS. 3. REMOVE ALL STRING & /OR WIRE WRAPPED AROUND TRUNK. 4. REMOVE ALL STRAPS, ROPES, WIRE, & /OR STRINGS USED TO LIFT THE ROOTBALL, 5. REMOVE ALL BURLAP & /OR WIRE FROM THE TOP OF THE ROOT BALL, 6. TOP OF ROOTBALL TO BE SET 2" BELOW FINISH SURROUNDING FINISH GRADE. 2 "X2 "X4' : 2"X2 "X4' CROSS MEMBER 2 -2.5 "DRYWALL S( HEIGHT ROSS MEMBER ROOTBALL — AND LOOSENED SOIL BACKFILL X2 "X4' STAKE - TREE PLANTING DETAIL N.T.S. SPREAD .A 3 TO 5 TIMES THE WIDTH OF THE ROOTBALL t MULCH 3" FROM TRUNK MULCH 3" DEPTH TILLED AND LOOSENED NATIVE SOIL BACKFILL FERTILIZER TABLETS AS SPECIFIED. PLACE UNIFORMLY AROUND ROOT MASS BETWEEN MIDDLE AND BOTTOM OF ROOT MASS. UNDISTURBED SOIL 2 -2 "X4" STAKE W/ LONG TAPER MIN. 18" INTO UNDISTURBED SOIL BASE O OF LEAF BUD H HURRICANE CUT OR FULL HEAD SEE SPECIFICATIONS BASE OF HEART /NUT OF PALM N STRAIGHT AND WITHOUT CURVES. = N NO SCARRED OR BLACKENED TRUNKS. w B BURLAP TO PROTECT TREE -- = M MINIMUM 5 LAYERS Y Z 2 2 NON —SLIP METAL COLLARS LL_ ( (6) 2 X 4 WOODEN STRIPS OVER BURLAP w= 6 6" SOIL SAUCER TO HOLD WATER _j O Of P PLANT PALM 0" TO 2" ABOVE GRADE w _ ¢ 3 3" MULCH, REFER TO SPECIFICATIONS Uj (3) 2 X 4 BRACES NAILED TO 2 X 4 WOODEN STRIPS FINISH G _ _ _ II�11- x +-' I x_1111 2 2" X 4" X 3' STAKE I I I ++- — — 1111= IIIII�IT= =III' —_ NATIVE SOIL BACKFILL OR AMENDED SOIL ROOT BALL IIIII -+ 1 AS REQUIRED BY SOIL ANALYSIS ° —IIIII — IIII= RECEIVING HOLE SHALL BE IIIII (I __ _ COMPACTED SOIL TO PREVENT SETTLING APPROXIMATELY 2' LARGER = IIIII = IIIII = IIIII —IIIII ROOT BALL DIAMETER Ill =IIIII fl>11 =- EXISTING SUBGRADE NOTE: STAKING & GUYING REQUIRED FOR PALMS, IF NECESSARY, OR AS DIRECTED BY THE LANDSCAPE ARCHITECT. PALM TREE PLANTING AND STAKING DETAIL N.T.S. SPREAD v� c� Q- tj ALL SHRUBS / GROUNDCOVER �4 II TO BE TRIANGULAR SPACING. • T SEE PLANT LIST FOR (O.C.) SPACING. HEIGHT �7 CZ � ,� � � •� 1 4 (� MULCH 3" FROM STEMS 3 MULCH LAYER V_ //\ • �. °' , //� \ //\ \ \ / / \ \/ `�✓' fir'" y 18" MIN. SETBACK FOR SHRUBS \�� \ %� \ /�\ j� ':rCK '•'';, - >'' . /' \ \ /� \ / \ \ / \\ C� n _ & GROUNDCOVERS \ \ / / \ \ / / \ \ / / PREPARED PLANTING SOIL VG�� V// EXISTING UNDISTURBED SOIL 24 O.C. ACING SP BACK OF CURB/ 3 TO 5 TIMES WIDTH BED LINE OF ROOTBALL FERTILIZER TABLETS AS SPECIFIED. PLACE UNIFORMLY PLANT SPACING DETAIL (SECTION) SHRUB & GROUNDCOVER PLANTING DETAIL AROUND ROOT MASS N.T.S. N.T.S. BETWEEN MIDDLE AND BOTTOM OF ROOT MASS ISSUED FOR PERMITTING ONLY CLEARWATER, FLORIDA PREPARED FOR: SHEPHARD'S BEACH RESORT 319 SOUTH GULFVIEW BOULEVARD CLEARWATER BEACH, FLORIDA 33767 PHONE: 727.442.1507 CONTACT: WILUAM M. SHEPARD imOscar I. Garda, A.I.A. Architect 318 SE. 8th Street Fart Lauderdale Florlda, 33316 TEI: 954.4621090 Fax 954.4629040 www.gardaarchitect.corn FL Ua AR0012551 USM Ua 652A SC Uc: 5708 NO CCPIM 7RANSWSSOM RFPROOUC CK OR ELECIRONC MANIMATIW OF ANY PCRCON OF TES= CRAWNGS N W1CLE OR N PART ARE 1a BE MADE WIHOUT 1IE E�FE.S6 VRT1EN PWAS9W OF OSCAR I. GARMA, AJ.A, ARCH7Ef.T. ALL CE9WS INOICAIM IN THESE GRAWNGS ARE PROPERLY OF OSCAR L GARCIA, ALA. ARCH7EICL ALL COP1'RGHTS RMOM 420D7. 11CONSULTANTS: CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING r .................::..:... KEITH ZAYAC & ASSOCIATES, INC. (727) 793 -9888 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 I WWW.KEITHZAYAC.COM I EB 9351 - LC 2600212 ORIGINAL RECEIVED OCT 16 2009 PLANNING DEPARTMENT CITY OF CLEARWATER 1HESE DRAWNGS, ALONG W7H TH: ENGINBRS DRAWNGS, INIEAIOR DESM�15 DRAWNGS AND PROM MMIAIS OW5IMM A SNIT M OWTRACT DOCIIwENT AND MUST BE LW) 70 EM IN TER OMREIY N THE OCINUR 110N OF 1HS ME= REV. DATE: ISSUE HISTORY 1 12.08.08 PER CITY OF CLEARWATER 2 04.02.09 REVISED PER DRC COMMENTS SHEET TITLE: LANDSCAPE DETAILS SET TITLE: PROJECT PHASE NOT FOR CONSTRUCTION JOB NO: 0820 DRAWN BY: JVI DATE: 04/02/09 CHECKED: KEZ ao m� o> N O vaz I C11 WZ WW W N W Nr y zw N.T.S. SPREAD v� c� Q- tj ALL SHRUBS / GROUNDCOVER �4 II TO BE TRIANGULAR SPACING. • T SEE PLANT LIST FOR (O.C.) SPACING. HEIGHT �7 CZ � ,� � � •� 1 4 (� MULCH 3" FROM STEMS 3 MULCH LAYER V_ //\ • �. °' , //� \ //\ \ \ / / \ \/ `�✓' fir'" y 18" MIN. SETBACK FOR SHRUBS \�� \ %� \ /�\ j� ':rCK '•'';, - >'' . /' \ \ /� \ / \ \ / \\ C� n _ & GROUNDCOVERS \ \ / / \ \ / / \ \ / / PREPARED PLANTING SOIL VG�� V// EXISTING UNDISTURBED SOIL 24 O.C. ACING SP BACK OF CURB/ 3 TO 5 TIMES WIDTH BED LINE OF ROOTBALL FERTILIZER TABLETS AS SPECIFIED. PLACE UNIFORMLY PLANT SPACING DETAIL (SECTION) SHRUB & GROUNDCOVER PLANTING DETAIL AROUND ROOT MASS N.T.S. N.T.S. BETWEEN MIDDLE AND BOTTOM OF ROOT MASS ISSUED FOR PERMITTING ONLY CLEARWATER, FLORIDA PREPARED FOR: SHEPHARD'S BEACH RESORT 319 SOUTH GULFVIEW BOULEVARD CLEARWATER BEACH, FLORIDA 33767 PHONE: 727.442.1507 CONTACT: WILUAM M. SHEPARD imOscar I. Garda, A.I.A. Architect 318 SE. 8th Street Fart Lauderdale Florlda, 33316 TEI: 954.4621090 Fax 954.4629040 www.gardaarchitect.corn FL Ua AR0012551 USM Ua 652A SC Uc: 5708 NO CCPIM 7RANSWSSOM RFPROOUC CK OR ELECIRONC MANIMATIW OF ANY PCRCON OF TES= CRAWNGS N W1CLE OR N PART ARE 1a BE MADE WIHOUT 1IE E�FE.S6 VRT1EN PWAS9W OF OSCAR I. GARMA, AJ.A, ARCH7Ef.T. ALL CE9WS INOICAIM IN THESE GRAWNGS ARE PROPERLY OF OSCAR L GARCIA, ALA. ARCH7EICL ALL COP1'RGHTS RMOM 420D7. 11CONSULTANTS: CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING r .................::..:... KEITH ZAYAC & ASSOCIATES, INC. (727) 793 -9888 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 I WWW.KEITHZAYAC.COM I EB 9351 - LC 2600212 ORIGINAL RECEIVED OCT 16 2009 PLANNING DEPARTMENT CITY OF CLEARWATER 1HESE DRAWNGS, ALONG W7H TH: ENGINBRS DRAWNGS, INIEAIOR DESM�15 DRAWNGS AND PROM MMIAIS OW5IMM A SNIT M OWTRACT DOCIIwENT AND MUST BE LW) 70 EM IN TER OMREIY N THE OCINUR 110N OF 1HS ME= REV. DATE: ISSUE HISTORY 1 12.08.08 PER CITY OF CLEARWATER 2 04.02.09 REVISED PER DRC COMMENTS SHEET TITLE: LANDSCAPE DETAILS SET TITLE: PROJECT PHASE NOT FOR CONSTRUCTION JOB NO: 0820 DRAWN BY: JVI DATE: 04/02/09 CHECKED: KEZ ao m� o> N O vaz I C11 WZ WW W N W Nr y zw SHEET TITLE: LANDSCAPE DETAILS SET TITLE: PROJECT PHASE NOT FOR CONSTRUCTION JOB NO: 0820 DRAWN BY: JVI DATE: 04/02/09 CHECKED: KEZ ao m� o> N O vaz I C11 WZ WW W N W Nr y zw ao m� o> N O vaz I C11 WZ WW W N W Nr y zw i i i i ` 4 F ONE STORY RESTAURANT 'HOLIDAY INN' FINISHED FLOOR = 7.89' 0�CJ r N TOM''j Set Nail & Tin STORM IN Elevation = 6.42' TOP-5.54 INV. N -3.45' x NV.(E - 3.71'(8 "PVC) INV. N) -384' INV. S -3 47' INV. E;- 4.07'(8 "PVC) Nt 1.3'x1.3' CONC x COLUMNS (TYP.) v 0¢c. INV. -3.47' q' ICE MAKER AREAS REVISED 6/24/09 _ 6" coNc w ADJACENT TWO STORY MASONRY BUILDING "+ (under construction) F Frame Cabana x 1 mt Found 'Xin Concrete Witness Come? y4 ,� x L L OOD ZONE "VE"' DASE FLOOD Cl-,=17' 1 'LITTLE PASS' (P) (TIDAL WATERS) �o JP OJ 1W MEAN HIGH WATER LINE PER " SURVEY BY GREGORY D. WHITE, DATED MARCH 30 2004 CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD CHORD BEARING N24 03'20"W C1 146.04' 2700.00' 3'06'02" 146.02' S55'58'28 "E PLAT C1 1 146.19' 2700.00' 3'06'08" 146.17' S56028'07 "E FIELD 'MEAN HIGHWATER LINE' DATA LINE BEARING DISTANCE Ll N12'40'31 "E 22.16' L2 N24 03'20"W 40.42' L3 N86!52'31 "W 30.69' L4 S59'34' 14'W 42.74' L5 I S6747'27'W 20.14' L6 N7738'51 "W 61.63' L7 N34'51'07"iN 30.72' L8 N43'29'55"W 67.08' L9 N41'30'22"W 52.01' L10 N51'17'04"W 33.16 L11 N36'51'59 38.01' L12 N4737'23"W 21.95' L13 S12'45'06*W 104.82' i S GRAPHIC SCALE 30 0 1s 30 60 ( IN FEET ) 1 inch = 30 ft. R3 °� Legal Description: x x�° Cn BOTTOMc- �a6 . Lots 1 thru 5, Block "C ", Bayside Subdivision #5, according to the map or plat thereof as recorded LEGEND in Plat Book 38, Pages 38 and 39, Public Records of Pinellas County, Florida, and begin at the CONIC A/c PAO - ykx i x� northwesterly corner of Lot 1, Block "C ", Bayside Subdivision #5, as recorded in Plat Book 38, NOT TO SCALE Pages 38 and 39, of the Public Records of Pinellas County, Florida; thence N54'25'30" W., 65.14 C�° ° feet along the southerly line of Gulf Boulevard; thence S12'40'00" W,, and parallel to the westerly Z boundary of the said Lot 1, Block "C ", Bayside Subdivision #5, a distance boundary of 286 feet to FND FOUND O SCIR SET 1/2' CAPPED IRON ROD 'LB 4513' TRAFFIC SIGNAL ACCESS BOX A/C PAD '' ° �� ° 6 FIR FOUND IRON ROD (SIZE NOTED) 000 CLEANOUT of the said Lot 1, Block "C ", Bayside Subdivision #5, 295 feet more or less to the Point of FaR FOUND CAPPED IRON ROD (SIZE NOTED) © GAS METER SUBJECT PROPERTY CONTAINS: 2 FRR FOUND RAILROAD SPIKE ® GAS VALVE 0.319 f ACRES FROM THE FACE OF THE SEAWALL tO THE MEAN HIGH WATER LINE FINISHED FLOOR = 6.99' PK FCM PARKER KAYLON NAIL FOUND CONCRETE MONUMENT SIZE NOTED) QS SANITARY MANHOLE FIP FOUND IRON PIPE (SIZE NOTED © GREASE -TRAP MANHOLE 2. DATE OF SURVEY: SEPTEMBER 8, 2005. 6',�ta FLIP FOUND CAPPED IRON PIPE (SIZE NOTED) 4. ELEVATIONS SHOWN HEREON ARE IN FEET AND REFER j0 THE NORTH AMERICAN VERTICAL DATUM OF 1988. (NAVD) 5. REFERENCE BENCHMARK IS CITY OF CLEARWATER BENCHMARK, STAMPED: F -03, CITY OF CLEARWATER DISK, LOCATED AT THE FN&D FOUND NAIL & BRASS DISK QE ELECTRIC MANHOLE SIDEWALK. ELEVATION = 5.182' NGVD 1929 (PUBLISHED). 4.312 NAVD 1988 (CALCULATED) k Witness rner �{ SN&D SET NAIL IN BRASS DISC 'LB 4513" @ STORM MANHOLE DIFFERENCE OF (- 0.87') TO BE USED TO CALCULATE THE. CITY OF CLEARWATER BENCHMARK TO NAVD 1988. THIS WAS DONE BECAUSE PLS PROFESSIONAL LAND SURVEYOR THE CLIENTS REQUEST. ' 3" 6. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. o ,�,a LB LICENSED BUSINESS ® WATER VALVE 8. THIS SURVEY DOES NOT REFLECT NOR DETERMINE OWNERSHIP. / x 9. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR WILL BE THE RE —USERS SOLE RISK WITHOUT LIABILITY TO THE PLAT ® RECLAIMED WATER VALVE 10. THERE MAY BE ITEMS DRAWN OUT OF SCALE TO GRAPHICALLY SHOW THEIR LOCATION. jPj 0 F DESCRIPTION FIELD MEASURED ® WATER METER BOX RIGHTS —OF —WAY AND SIMILAR MATTERS OF TITLE. O.R. OFFICIAL RECORDS (BOOK) ® RECLAIMED WATER METER BOX PG PAGE IRRIGATION CONTROL VALVE Pe POB POINT OFBEGINNING -C> or s FIRE HYDRANT POC POINT OF COMMENCEMENT LIGHT POLE Tom P.U. PUBLIC UTILITIES EASEMENT 0 WOOD UTILITY POLE 116.4613 D.E. MH DRAINAGE EASEMENT MANHOLE S?� CONC U11UTY POLE Elevation - 4.62' EL. ELEVATION ❑T TELEPHONE BOX INVERT ® CABLE TV BOX R MH(TYPJ T.O.P. OF PIPE ❑E ELECTRIC BOX ' UG UNDERGROUND SIGN U.D. UNDERDRAIN M.E.S. MITERED END SECTION ROROFF HE AD Found Top �k F.E.S. BARED END SECTION 0' Concrete RCP REINFORCED CONCRETE PIPE ® BACK FLOW PREVENTER a" cow FRCP CMP ELLIPTICAL REINFORCED CONCRETE PIPE CORRUGATED METAL PIPE 0 OR ® MAIL BOXES BLOCK WALL \ °y, O WATER MANHOLE PVC POLCYVINYLCHLORIDE PIPE GTE GENERAL TELEPHONE AND ELECTRONICS l� GUY ANCHOR TELE. TELEPHONE TREE LEGEND . OtW OVERHEAD WIRES (CABLE, TELEPHONE, ELECTRICAL) " 12" N O T To SCALE SANITARY VALVE � aT F.O.C. FIBER -OPTIC CABLE O „ OAK TREE (w /size In inches) ® NR RELEASE BOX R/W RIGHT- OF-WAY X12 PINE WE Ii size in inches (/ ) tee' E/P HWY EDGE OF PAVEMENT HIGHWAY _PALM -.PALM TREE Cw /size in inches) FOUND PAINT MART( FOR RCW - RECLAIMED BLVD BOULEVARD 12 BAY TREE w size in inches ® (/ ) S� MARI( FOR PAINT MA °�', CONC CONCRETE " $ 12 CYPRESS TREE (w /size in inches) SANITARY ASPH ASPHALT W--- FOUND PAINT MARK FOR EM ELECTRIC METER T 12" HOLY,TREE Wsize in Inches) UNDERGROUND WATER A/C AIR CONDITIONER td 12 " CAMPHOR TREE (w /size In inches) FOUND PAINT MARK FOR °s x R.R. TOB RAILROAD " w d 12 CEDAR TREE sae in inches TOP OF BANK (/ ) UNDERGROUND ELECTRIC FOC � FOUND PAINT MARK FOR x TOS TOE OF SLOPE ®12" CRAPE MYRTLE TREE (w /size in inches) UNDERGROUND FIBER OPTIC x` NO. F.F. NUMBER x}12" CIRRUS TREE (w /size in inches) FINISH FLOOR L G� CABLE FOUND PAINT MARK FOR l,F. " LOWEST FLOOR * 12 MAPLE TREE,(w /size in inches) UNDERGROUND GAS DIA. DIAMETER ®12" UNKNOWN TFEE (w /size in Inches) �'UT— FOUND PAINT MARK FOR TBM TEMPORARY BENCHMARK Q BUSH UNDERGROUND PHONE R3 °� Legal Description: x x�° Cn BOTTOMc- �a6 . Lots 1 thru 5, Block "C ", Bayside Subdivision #5, according to the map or plat thereof as recorded 3 in Plat Book 38, Pages 38 and 39, Public Records of Pinellas County, Florida, and begin at the CONIC A/c PAO - ykx i x� northwesterly corner of Lot 1, Block "C ", Bayside Subdivision #5, as recorded in Plat Book 38, DoT U X l - ,, ,. + Pages 38 and 39, of the Public Records of Pinellas County, Florida; thence N54'25'30" W., 65.14 C�° ° feet along the southerly line of Gulf Boulevard; thence S12'40'00" W,, and parallel to the westerly Z boundary of the said Lot 1, Block "C ", Bayside Subdivision #5, a distance boundary of 286 feet to the waters of Clearwater Bay and thence easterly along the shore line of Clearwater Bay 67 feet A/C PAD '' ° �� ° 6 more or less to the intersection of the shore line of Clearwater Bay and the westerly boundary line CO x ' 1 of said Lot 1, Block "C ", Bayside Subdivision #5, thence N12'40'00" E., along the westerly boundary 1 O' of the said Lot 1, Block "C ", Bayside Subdivision #5, 295 feet more or less to the Point of Beginning, Section 17, Township 29 South, Range 15 East, Pinellas County, Florida. A �V SUBJECT PROPERTY CONTAINS: 2 2.689 f ACRES OVERALL 5 STORY MASONRY 2.37 t ACRES UPLAND OF THE FACE OF THE SEAWALL 'ECONO LODGE' 0.319 f ACRES FROM THE FACE OF THE SEAWALL tO THE MEAN HIGH WATER LINE FINISHED FLOOR = 6.99' o �. .�,j4• x x NOTES: 1. TYPE OF SURVEY: BOUNDARY AND TOPOGRAPHIC SURVEY 2. DATE OF SURVEY: SEPTEMBER 8, 2005. 6',�ta 3. SURVEY CREW: SCOTT WILLIAMS, FRANCISCO GARCIA, TDM RYAN, MIKE GROSS. r. 4. ELEVATIONS SHOWN HEREON ARE IN FEET AND REFER j0 THE NORTH AMERICAN VERTICAL DATUM OF 1988. (NAVD) 5. REFERENCE BENCHMARK IS CITY OF CLEARWATER BENCHMARK, STAMPED: F -03, CITY OF CLEARWATER DISK, LOCATED AT THE INTERSECTION OF PARKWAY DRIVE AND BAYWAY BOULEVARD. LOCATED IN THE CENTER MEDIAN OF PARKWAY DRIVE, 4.3 FEET SOUTH OF and Nair THE SOUTHEAST CORNER OF A CURB INLET, 28.8 FEET SOUTHWEST OF A MANHOLE, 29.6 FEET EAST OF THE SOUTH CORNER OF A /y� In crate PAVERS SIDEWALK. ELEVATION = 5.182' NGVD 1929 (PUBLISHED). 4.312 NAVD 1988 (CALCULATED) k Witness rner �{ NOTE: CITY OF CLEARWATER DOES NOT HAVE CITY BENCHMARKS PUBLISHED IN NAVD 1988 VALUES. SLS USED THE NEARBY NGS BENCHMARK 6724A -1978 WITH A PUBLISHED ELEVATION OF 4.82 NGVD 1929 AND 3.953' (NAVD 1988) TO DETERMINE A RELATIVE ^H DIFFERENCE OF (- 0.87') TO BE USED TO CALCULATE THE. CITY OF CLEARWATER BENCHMARK TO NAVD 1988. THIS WAS DONE BECAUSE THE SURVEY WAS ORIGINALLY PREPARED USING THE CITY OF CLEARWATER'S BENCHMARK AND CHANGED TO THE NAVD 1988 DATUM AT THE CLIENTS REQUEST. ' 3" 6. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. o ,�,a 7. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHT OF WAY AND /OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR x EXCEPT AS SHOWN. 8. THIS SURVEY DOES NOT REFLECT NOR DETERMINE OWNERSHIP. / x 9. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR WILL BE THE RE —USERS SOLE RISK WITHOUT LIABILITY TO THE SURVEYOR. 10. THERE MAY BE ITEMS DRAWN OUT OF SCALE TO GRAPHICALLY SHOW THEIR LOCATION. 11. ONLY TREES FOUR (4) INCHES AND LARGER DIAMETER AT BREAST HEIGHT (DBH), WERE LOCATED AND SHOWN ON MAP OF SURVEY. ry�h 12. THE SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE COMMITMENT AND IS SUBJECT TO EASEMENTS, x RIGHTS —OF —WAY AND SIMILAR MATTERS OF TITLE. 13. BEARINGS BASED ON THE WESTERLY BOUNDARY OF THE SUBJECT PROPERTY AS BEARING S12'40'31"W (ASSUMED). FLOOD ZONE NOTES By graphio plotting only, this property is in the following Flood Zones: "AE ", having a Base Flood Elevation of 12.0 feet above Mean Sea Level; also "VE ", having a Base Flood Elevation of 13.0, 14.0 and 16.0 feet above Mean Sea Level, of the Flood Insurance Rate Map, Community Panel No. 12509601046, which bears an effective date of September 3, 2003. w IWO W W to Q M U �o J— a Do M0 LL W � O0W< W M O J101� a a cd D (0U O M N n IA C',� O L0 0 Z v m 22 .O Ii N N N a 3,-e°'�a N U cep . m m��FO p 3 r°�a�a N N Q W B U. r$a �EOa C LL CLOv.a c O V F--�1 w Q <Y LIJ J � M W Q `S _j J ILL F— Iy Q UJ tY � OO J O O H 0 F- ir i� N W U = -v c v M 0 01) 0 v � °- w ti ::c O 0") Uj Y 00 QC-0 I GO� Z 00 O I= ^ U � �00 O x U � CL N I 2 � P7 U O I OO 0 00 tY Q 00 0 Z _ m J Cn 3 v CV Z 0 y 0 00 A 3 � � t 3 v o v o 3,-e°'�a N U cep . m m��FO p 3 r°�a�a N N Q W B U. r$a �EOa C LL CLOv.a c O V F--�1 w Q <Y LIJ J � M W Q `S _j J ILL F— Iy Q UJ tY � OO J O O H 0 F- ir i� N W U = -v c v M 0 01) 0 v � °- w ti ::c O 0") Uj Y 00 QC-0 I GO� Z 00 O I= ^ U � �00 O x U � CL N I 2 � P7 U O I OO 0 00 tY Q 00 0 Z _ m J F kry0 k� kg1 i x i S S ti x h� �I I i FCI R 1/2' RLS.4466 BACK FLOW PREVENTER DOUBLE -- . CHECK VALVE FIRE DEPT. CONNECTION �• INV.(E)- 2.87'(12 "PVC) INV.(S) -2.87' STORM INLET TOP -4.06' IN V.- 2.88'(12 "PVC) x�'• , { � r i I 1' STORM INLET TOP -5.54 INV.(N) -3.45' INV.(S) -3.34' X INV.(E)- 3.71'(8 "PVC) by9 of ' 0 3 O l$ o STORM INLET O�ti�y�L TOP -5.96 O' e/• `,. INV.(N) -3.84' INV.( S -3.47' k ` lNV.(E�- 4.07'(8 "PVC) �6k N X M Q "u, STORM INLET TOP-5.89' 47 . 3 - . INV' b• + _ x a 'METAL 2 ! FREEZER ;1.3'x1.3' CONC COLUMNS MID.) tip { 8" CONC WALL x 'TRANSFORMER . 1 GOING COLUMN �'�x x W /•'ELEC. METER i 6' WOOD' „ FENCE e 4 14N x 6{' WOOD ro`•'� o0 FENCE 1 6' 2 x STOF TOPg x ' I..E � O TRAFFIC SIGNAL ACCESS BOX 0 # OAK TREE „ o a c A L c 000 AN® CLEOUT jZ PINE TREE 2700.00 GAS METER 1Z S55 05828 "E � GAS VALVE 146.11 PALM TREE © SANITARY MANHOLE p1Z OTHER TREE (AS LABELED) Q GREASE -TRAP MANHOLE (D BUSH © ELECTRIC MANHOLE FND FOUND / SET 1 CAPPED 4513' STORM MANHOLE ERR 2- (SIZE NOTED_) NEATER VALVE FOR FM FOUND CAPPED IRON ROD (SIZE NOTED) FOUND RAILROAD SPIKE ® RECLAIMED WATER VALVE tPK PARKER KAYLON NAIL ® WATER METER BOX IFCM FOUND CONCRETE MONUMENT SIZE NOTED) ® RECLAIMED WATER METER BOX FOP FOUND OPEN -ENDED IRON PIP (SIZE NOTED) FPP FOUND PINCHED-TOP IRON PIPE (SIZE NOTED) IRRIGATION CONTROL VALVE FN&D FOUND NAIL do BRASS DISK Owe FIRE HYDRANT DISC 'LB 4513' LIGHT LIGHT 0 IDENTIFICATION POLE PLS PROFESSIONAL LAND SURVEYOR 0 WOOD UTILITY POLE LLB LICENSED BUSINESS Qj CONC UTILITY POLE D DESCRIPTION TELEPHONE BOX F FIELD MEASURED ® CABLE TV BOX O.R. OFFICIAL RECORDS (BOOK) -r SIGN PG PAGE SPRINKLER HEAD PB PLAT BOOK o"D ROOF DRAIN ep CALCULATED FROM PLAT CALLS LANDSCAPING LIGHT ct POO CALCULATED FROM FIELD SURVEY POINT OF BEGINNING ® DOUBLE CHECK VALVE POC POINT OF COMMENCEMENT GUY GUIDE WIRE P.U. PUBLIC UIIU71ES EASEMENT R/W RIGHT-OF-WAY D.E. DRAINAGE EASEMENT q CENTERLINE MH EL. MANHOLE ELEVATION E/p EDGE OF PAVEMENT INV. INVERT BOC BACK OF CURB T.O.P. TOP PIPE HWY HIGHWAY U UNDERGROUND BLVD BOULEVARD U.. D. UNOERORAIN CONC CONCRETE M.E.S. MITERED END SECTION ASPH ASPHALT F.E.S. FLARED END SECTION EM ELECTRIC METER RCP REINFORCED CONCRETE PIPE CLF CHAIN JUNK FENCE ERCP ELUP71CAL REINFORCED CONCRETE PIPE BwF BARBED WIRE FENCE CMP CORRUGATED METAL PIPE WPF WOOD PLANK FENCE DIP DUCTILE IRON PIPE A/C AIR CONDITIONER PVC POLYVINYLCHLORIDE PIPE R.R. RAILROAD GTE GENERAL TELEPHONE AND ELECTF<DNICS 7708 70P OF BANK TELE. TELEPHONE TOS TOE OF SLOPE OHW AN WTELLEPHlE NICE U E S1 F.F. FINISFLOOR RO.C. FIBER -OPTIC CABLE DIA. DIAMETER i X�' i . j � a X $ 0cr�. vo- x I O Ij ROC /INV. NW) =1.41' INV.�SE) =0.93' k'•�,�o�� FIR 1 �2 of (UR ND S /W) x CURVE TABLE C VE LENGTH RADIUS DELTA CHORD CHD BRG Cl 146.04 2700.00 3 006'02" 146.02 S55 05828 "E PLAT C1 146.11 2700.00 1 3 006'02" 146.09 1 S56 028'30 "E FIELD S INV.(NE) -2.2,V INV.(S) -2.91' INV.(NMQ -2.48' TREE roo DRIPLINE(TYP. )xk', Ss� it. BACK FLOW `�F PREVENTER k WL 0, rpro 4' k' 3t A CONC PAD k ,p, . _ W/ SPOT LIGHT 9 06 s s �o- MEAN HIGH WATER LINE PER SURVEY BY GREGORY D. WHITE, DATED MARCH;30 2004 S S k9 x y k� 61 EDGE OF WATER sA� h xy0 FLAG POLE �Q 41, X r ;i i 20' 0' 20' 40' R SCALE: 1' =20' GRAPHIC SCALE t I i I l I } ! I xt ACK FLOW PREVENTER�j� i x FLORIDA POWER MH(TYP.) g• kb g 6 SCIR 8" ,CONC ; lk Ro BLOCK WALL x C(l �WC6 . x .+ OM xrp• I I CONC p A S P H ALT j A/C PAD v CO At { L. =6.32' c _c b k �X y6.h 98 ■ 4.08 E 3 3 X O •C C CO AD �, 3 C a �,, z N �cv h h� 1 on 04P N ►N . O� � ( f x0' I �� 10 .4u jW xlb $ 2 2 !i x 6 ♦CA , X X IL 0 hk x 1$ x xI; h !!r I� , I 1� r is f +l I SHEPHARDIS BEACH RESORT CLEARWATER, FLORIDA PREPARED FOR: SHEPHARD'S BEACH RESORT 319 SOUTH GULFVIEW BOULEVARD CLEARWATER BEACH, FLORIDA 33767 PHONE: 727.442.1507 CONTACT: WILLIAM M. SHEPARD Oscar I. Garcia, A.I.A. Architect 318 S.E. 8th Street Fat Lauderdale Florida, 33316 TEI: 954 4621090 Fare 954.462.9040 www.gardaorchitecLeom FL Lia AR0012551 USM Lia 652A NO 034M IRM01SWA IEPRMUMA OR IlEMMIC UNA U rIM OF MY PO KlN OF 1FEK MAW N *0E OR N PART ARE TO E WIDE WIHMIT THE OF= MM PO MM OF OSCAR L GARQK ALA ARQi11:CT: ALL t>CM MCATm N THE'8E MMM105 ME PROO 1Y OF OBCAR L 0=4 A I A ARISfiQ.T. CONSULTANTS: CIVIL ENGINEERING .LANDSCAPE ARCHITECTURE PLANNING KEITH ZAYAC & ASSOCIATES, INC. (727) 793 -9888 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 WWW.KEITHZAYAC.COM ES 9351 -• LC 2600212 .1 -- Emig Ttm ORAw1m am WIN me 61dGN m MUN& M NTE m oalc m MAWNOS, AIO P110im MMUALS COMMUE A SNGU.AR CMtAOT DOCINSIIT AND MUST E 100th IN *= I'1f1METY N THE COI6MJCIIaI OF THIS PRU=. SHEET TITLE: TREE INVENTORY SET TITLE: PROJECT PHASE NOT FOR CONSTRUCTION JOB N0: 0820 DRAWN BY: JVI DATE: 11/11/08 CHECKED: KEZ >- i m D > �O z u z 1 COS� 2 W LLI �? w N W z W mlx wi OP8GIN!. CRT . 1 2008 ClITY OF CLWNW* T