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FLD2009-03013 (2)n OR OF A CITY OF CLEARWATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 .jy±�� °� TELEPHONE (727) 562 -4567 FAx (727) 562 -4865 PLANNING & DEVELOPMENT March 29, 2010 Mr. Joe Burdette The Consus Group LLC 618 Pineland Avenue Belleair, FL 33756 Re: Development Order —Minor Revision � FLD2009 -03013 — 101 Coronado Drive Dear Mr. Burdette: On May 19, 2009, the Community Development Board (CDB) approved with 13 conditions the above referenced case, which was a request for (1) Flexible Development approval to permit a 108 -room overnight accommodation use in the Tourist (T) District with a reduction to lot width along Devon Drive/First Street from 150 to 100 feet (north side) and from 150 to 110 feet (south side), a reduction to the front (west) setback from 15 to five feet (to proposed building) (north side of Devon Drive/First Street), a reduction to the front (south) setback from 15 to five feet (to proposed building) (north side of Devon Drive/First Street), a reduction to the front (north) setback from 15 to eight feet (to proposed pavement) (south side of Devon Drive /First Street), a reduction to the side (north) setback from 10 to zero feet (to existing no01 deck) (nnrth Side. of Devon I )rive %Nirct \trPP.t) n rPrinrtinn to the drip (Pnct) gPfhaCl from 10 to 2.5 feet (to proposed building) and 7.22 feet (to existing pool deck) (north side of Devon Drive/First Street), a reduction to the side (south) setback from 10 to five feet (to proposed pavement) (south side of Devon Drive/First Street), and an increase to the building height from 35 to 89 feet (to top of roof deck), under the provisions of Section 2- 803.I, and approval of a two -year development order; and (2) Increase of the permitted density by the allocation of 72 overnight accommodation units from the Hotel Density Reserve created pursuant to Beach by Design. Due to potential changes by the City to make Coronado Drive and Hamden Drive one -way streets, revised civil and architectural plans date stamped February 12, 2010, have been submitted to provide a one -way entrance only driveway on Coronado Drive into the building north of Devon Drive. This revision reduces provided parking by one space, for a total of 111 parking spaces (108 required parking spaces). In accordance with Section 4 -406.A of the Code, the revision proposed is deemed to be a Minor Revision and is APPROVED. Please ensure building plans reflect this approved change. Should you have any questions, feel free to contact Wayne M. Wells, AICP, Planner III, at 727 -562 -4504. Sincere Michael Delk, AICP Planning and Development Director S: (Planning Departnie)itlCD BIFLEX (FLD)Unactive or Finished ApplicatiornslCoronado 0101 - 0105 Holiday Lin Express (T) 2009.05 - Approved - WWI Coronado 0101 -0105 Minor Revisions Development Order 3.29.10.doc ECA A. PLANNING DEPARTMENT CITY OF CLVA'AWATER POST OFFICE Box 4748, CLEARWATER, FLoRmA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLEAVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAx (727) 5624865 May 20, 2009 Keith Zayac Keith Zayac & Associates, Inc. 701 Enterprise Road East. Suite 404 Safety Harbor, FL 34695 RE: Development Order — Case No. FLD2009 -03013 (Related to DVA2009- 00001) 101 and 105 Coronado Drive and 35 Devon Drive Dear Mr. Zayac: This letter constitutes a Development Order pursuant to Section 4- 206.D.6 of the Community Development Code. On May 19, 2009, the Community Development Board reviewed your request for (1) Flexible Development approval to permit a 108 -room overnight accommodation use in the Tourist (T) District with a reduction to lot width along Devon Drive/First Street from 150 to 100 feet (north side) and from 150 to 110 feet (south side), a reduction to the front (west) setback from 15 to five feet (to proposed building) (north side of Devon Drive/First Street), a reduction to the front (south) setback from 15 to five feet (to proposed building) (north side of Devon Drive/First Street), a reduction to the front (north) setback from 15 to eight feet (to proposed pavement) (south side of Devon Drive/First Street), a reduction to the side (north) setback from 10 to zero feet (to existing pool deck) (north side of Devon Drive/First Street), a reduction to the side (east) setback from 10 to 2.5 feet (to proposed building) and 7.22 feet (to existing pool deck) (north side of Devon Drive/First Street), a reduction to the side (south) setback from 10 to five feet (to proposed pavement) (south side of Devon Drive/First Street), and an increase to the building height from 35 to 89 feet (to top of roof deck), under the provisions of Section 2- 803.I, and approval of a two -year development order; and (2) Increase of the permitted density by the allocation of 72 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 0.72 acres is located on the east side of Coronado Drive at the northeast and southeast corners of Devon Drive/First Street; 2. The site is comprised of three parcels, two on the north side of Devon Drive and one on the south side of Devon Drive; 3. The proposal is to construct a 108 -unit overnight accommodation use at a density of 150 units /acre, which includes the allocation of 72 units from the Hotel Density Reserve under Beach by Design; May 20, 2009 Zayac — Page 2 4. A companion Development Agreement (DVA2009- 00001) that must be approved by City Council is also on this CDB agenda is, providing for the allocation of the 72 units from the Hotel Density Reserve; 5. The hotel is proposed on the northern portion of the site north of Devon Drive and is proposed at a height of 89 feet from the Base Flood Elevation (BFE) to the roof deck; 6. The proposed 89 -foot building height transitions building height from the highest on the west side of Coronado Drive (Kiran Grande — 150 -foot maximum height) to the detached dwellings to the east of this site (30 -foot maximum height); 7. The first four levels of the hotel will provide a total of 94 parking spaces, with driveway access on Devon Drive; 8. The proposal includes setback reductions from all property lines on the northern portion of the site; 9. While the proposal includes a setback of 2.5 feet from the east property line, a majority of the building at the fifth floor and above is set back approximately 21.3 feet from the east property line; 10. A surface parking lot of 18 spaces is proposed on the southern portion of the site south of Devon Drive, with driveway access on Devon Drive; 11. The proposal includes setback reductions from the north and south property lines only on the southern portion of the site; 12. The proposal includes constructing a total of 112 parking spaces, exceeding the minimum requirement of 108 spaces (one space per room); and 13. 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 elavPlnnmPnt nrnnneal i3 nnnc'etnnt w4b the T71ev; ilit�r Priteria ae — S —t; 2 -RAI T ..f tlae Community Development Code; 3. That the development proposal is consistent with the General Standards for Level Two Approvals as per Section 3 -913 of the Community Development Code; 4. That the development proposal is consistent with the Design Guidelines of Beach by Design; and 5. The proposal is compatible with the adjacent land uses. Conditions of Approval: 1. That approval of this Flexible Development case is subject to the approval of a Development Agreement with the City (Case DVA2009- 00001); 2. That application for a building permit to construct the approved project be submitted no later than May 19, 2011, unless time extensions are granted pursuant to CDC Section 4-407; 3. That, prior to the issuance of any permit, a Declaration of Unity of Title be recorded in the public records; 4. That the final design and color of the buildings be consistent with the elevations approved by the CDB; 5. That, prior to the issuance of any permit, ownership of the deck/dock on the north side be verified and documentation of any lease of the submerged lands be submitted to the Planning Department; 6. 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; Im May 20, 2009 Zayac — Page 3 7. 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; 8. That, prior to the issuance of the Certificate of Occupancy, existing overhead utility lines within the right -of -way along the north side of Devon Drive be placed underground and electric panels and boxes on the second floor of the parking garage be painted the same color as the building; 9. That the bicycle parking/storage area on the ground level of the parking garage be for hotel guest convenience as an accessory use only; 10. That, prior to the issuance of the Certificate of Occupancy, an easement be recorded in the public records for the sidewalk along Coronado Drive partially on the subject property; 11. That any applicable Public Art and Design Impact Fee be paid prior to the issuance of any permits; 12. That all Parks and Recreation fees be paid prior to the issuance of any permits; and 13. That, prior to the issuance of any permit, all requirements of General Engineering, Stormwater Engineering, Traffic Engineering and the Fire Department be addressed. Pursuant to Section 4-407, an application for a building permit shall be made according to the time frame listed under Condition of Approval #2 above. 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. Time frames do not change with successive owners. The Community Development 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 icci"nnnP of Chic DP,%rPlntnmPnt (?rApr does not rP1iPuP trnii ^f the ltj' to niktain any 1�.wil� ling permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4 -502.B by the applicant or by any person granted party status within 14 days of the date of 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 June 2, 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: www.myclear\vater.com/ og v!depts /planning. Sincerely, ichael , AIC Planning Director S: (Planning DepartmentlCD BIFLEX (FLD)Vnactive or Finished Applicationsl Coronado 0101 - 0105 Holiday Inn Express (7) 2009.05 - Approved - WWICoronado 0101 Development Order 5.20.09.doc t 0 PLANNING & DEVELOPMENT Mr. Joe Burdette The Consus Group LLC 618 Pineland Avenue Belleair, Florida 33756 CITY OF CLEARWATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAx (727) 562 -4865 Re: Development Order — Minor Revision FLD2009 -03013 —101 and 105 Coronado Drive and 35 Devon Drive Dear Mr. Burdette: August 12, 2010 /*I i "r 141* Zi On May 19, 2009, the Community Development Board (CDB) approved with 13 conditions the above referenced request, which was a request for (1) Flexible Development approval to permit a 108 -room overnight accommodation use in the Tourist (T) District with a reduction to lot .width along Devon Drive/First Street from 150 to. 100 feet (north side) and from 150 to 110 feet (south side), a reduction to the front (west) setback from 15 to five feet (to proposed building) (north side of Devon Drive /First Street)., a reduction to the front (south) setback from 15 to five feet (to proposed building). (north side of Devon Drive /First Street), a reduction to the front (north) setback from 15 to eight feet, (to proposed pavement) (south side of Devon Drive/First Street), a reduction to the side (north) setback ff-om 10 to zero feet (to existing pool deck) (north side of Devon Drive/First Street), a reduction to the side (east) setback from 10 to 2.5 feet (to proposed building) and 7.22 feet (to existing pool deck) (north side of Devon Drive/First Street), a reduction to the side (south) setback from 10 to five feet (to proposed pavement) (south side of Devon Drive/First Street), and an increase to the building height from 35 to 89 feet (to top of roof deck), under the provisions of Section 2- 803.I, and approval of a two -year development order; and (2) Increase of the permitted density by the allocation of 72 overnight accommodation units from the Hotel Density Reserve created pursuant to Beach by Design. A proposal has been submitted to change the hotel branding to a Hampton Inn, with the following revisions: • Fifth floor lobby: Added an additional private office to the original office area and added a business center adjacent to the lobby; • Fifth floor: Converted the former meeting room to a gathering area and opened it up to the corridor and lobby area; • Fifth floor: Expanded the exercise room and relocated the restrooms to a portion of the first former guest room (now prep and storage) on the east side of the corridor; • Fifth floor: The original office and the gathering area (floor area) has been extended out onto the balcony 4' -8 "; August 12, 2010 Burdette — Page 2 • Fifth floor: Created a breakfast buffet area on the south side of the gathering area and created a prep and storage area in a portion of the first former guest room on the east side of the corridor and the balcony of this former guest room; • Fifth floor: Converted the first two guest rooms on the west side of the corridor to laundry, housekeeping and employee breakroom; • Fifth through tenth floors: Redesigned the bathroom layout in the guest rooms; • Ninth floor: Two guest rooms from the fifth floor have been relocated to the area directly under the roof top swimming pool (pool deleted, see below); • Tenth floor: The roof top swimming pool has been deleted and this area converted to a sunning deck; • Tenth floor: Converted the former pool equipment/storage room to a guest room (relocated from the fifth floor); • Tenth floor: The restrooms have been enlarged and now are, as well as the guest room (former exercise room), accessed from internal floor area; • The roof design for the elevator and stair towers have been changed to hip roofs and both stair towers and the elevator tower have been raised in height to provide access to the roof and needed mechanical space (all of these towers are less than the 16 -foot maximum height from the roof top deck); • The roof material for the stairs, elevator and rooftop bar has been changed from metal to barrel tile; • Windows have been added to the exercise room on the fifth floor and the guest rooms on the sixth through tenth floors on the east side of the building (north portion); and • The exterior finish colors have been revised to the primary base color of "Restrained Gold" with "Navajo White" for the facia and the semicircular columns and `Blonde" for the vertical banding on each side of the semicircular columns. Storefront framing will be dark bronze with bronze tinted windows. Barrel tile roofing will be Santa Fe S tile (red, galeras & peach). In accordance with Section 4 -406.A of the Code, the revisions proposed are deemed to be a Minor Revision and are APPROVED. All conditions of approval from the CDB approval on May 19, 2009, are still in effect. Should you have any questions, feel free to contact Wayne M. Wells, AICP, Planner III, at 727 -562 -4504. Sincerel ichae P Planning and Development Director S: (Planning DepartmentlC D BIFLEX (FLD)Ilnactive or Finished Applicationsl Coronado 0101 - 0105 Holiday Inn Express (7) 2009.05 - Approved - WWICoronado 0101 - 0105 Minor Revisions Development Order 8.11.10.doc POOL ENTRY DOOR LOCATION 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 1 I r Existing Asphalt 1/2" Expansion Joint Stabilized Subgrade ' FBV 60 2 - #4 Deformed Rebar (typ) ' 41, 12" Ex. Base *All exposed concrete edges to be hand tooled. PAVING HEADER & BRICK PAVER DETAIL CITY INDEX NO. 116; 1 OF 1 N.T.S. I' I ! r II rl I I! ` I� J Flood Zone VE I 1! - 6' HIGH VINYL FENCE (TYP. )-\ _ I ARCHITECTURAL PAVERS PER CITY OF CLEARWATER INDEX #116 - S 9, IL MOO NTED 6' HIGH VINYL H.C. SIGN FENCE (TYP.)C,• (TYP.) SIGN LOCATION - -- - Flood Zone VE ,� -• ., ,. (EL. 1.31 1 rc rI _,1 ,, '_•r - - - 25LF TYPE "I" CURB PER CITY - -- -- i -- - - -- -- -OF-CLEARWATER____ INDEX #101 - - -- 1'.1. - - - - -- - °- „ ' - 6LF TYPE 111,1 - CURB PER CITY' OF CLEARWAtR`� `., INDEX #101 " 5`WIDE -- CONCRETE SIDEWALK- (1 -:12 LONGITUDTNA>`_ SLOPE & 2.0% MAX CROSS SLOPE)(TYP.) i TOE - Flood Zone AE (EL. 12) SEE ARCHITECTURAL PLANS FOR DUMPSTER SCREENING 0^11 ^1 IT IOTA ^1A1/1 20' 01 20' 40' SCALE: 1" -20' GRAPHIC SCALE ------- - ------ _ --------- r' - --.:- 'x_11 --------- - - _--- _ -____ I r h r { 0 be J I' 1 (1) R1 -1 STOP SIGN j II (1) 24" WHITE STOP BAR -- -- - '- -_ - -- - LIGHT STANDARD I I _ms's:! - - - - I I I I r i7 - 1► to LAJ I I _ , CO - - - 1 D D D GENERAL SITE NOTES: LEGEND PROPERTY BOUNDARY PROPOSED ASPHALT PAVEMENT' PROPOSED CONCRETE SIDEWALK INTERIOR LANDSCAPE AREA TYPICAL 1. OWNER NAME: DECADE COMPANIES INCOME PROPERTIES 13555 BISHOPS COURT, SUITE 345 BROOKFIELD, WISCONSIN 53005 (262) 797 -9215 Bus 2. ENGINEER KEITH ZAYAC & ASSOCIATES, INC. LANDSCAPE ARCHITECT: 701 ENTERPRISE ROAD EAST, SUITE 404 SAFETY HARBOR, FL 34695 (727) 793 -9888 Bus (727) 793 -9855 Fax 3. ARCHITECT NAME: WILLIAM F. MILLS II ARCHITECT 3300 HENDERSON BLVD., SUITE 107 TAMPA, FLORIDA 33609 (813) 870 -2006 Bus 3. SURVEYOR NAME: MILLS & ASSOCIATES, INC. 3242 HENDERSON BLVD., SUITE 300 TAMPA, FLORIDA 33609 -3056 (813) 876 -5869 Bus 4. PROJECT ADDRESS: PARCEL # 08/29/15/15606/000 /0141 PARCEL # 08/29/15/00000/320 /0200 PARCEL # 08/29/15/17550/002 /0012 101 CORONADO DRIVE CLEARWATER, FLORIDA 33767 5. ZONING: T - TOURIST Q FUTURE LAND -USE: PRESENT USE: 53 OVERNIGHT ACCOMMODATIONS 6. DEVELOPED USE: 36 OVERNIGHT ACCOMMODATIONS (50 UNITS /ACRE) 72 OVERNIGHT ACCOMMODATIONS (HOTEL DENSITY TOTAL: 108 OVERNIGHT ACCOMMODATIONS (150 UNITS /ACRE 7. BUILDING SETBACKS: 5' NORTH PARCEL_ REQUIRED PROPOSED WHE STO ,Ly _ FRONT (WEST): 15 FT. 5.00 FT (TO BUILDING) WHITE TRAFFIC O FRONT (WEST): 15 FT. 1.15 FT (TO PVMT) PAINT (TYP.)' - _ -_- TYPE D CURB FRONT SOUTH): 15 FT. 5.00 FT TO BUILDING Q -,- 04 ER FDOTi INDEX 300 ( ( ) -, N ONCRETE SIDEWALK (TYP.) :, SIDE (EAST): 10 FT. 2.52 FT TO BUILDING) O.20 X2o •� WITH BRICK BANDING 7.22 FT TO EXIST. POOL PVMT.) ! ZsITE VISIBILITY SIDE (NORTH): 10 FT. 19.29 FT TO BUILDING) �TRIA�IGLES TO M'A'TCH rEXISTINC -;= ,,'.- r; �_�,� I•, I --. WALKS '(TYP.')' _I �•:.:.'.._ 2.76 FT (TO EXIST. POOL PVMT) p ! to ! SOUTH PARCEL: REQUIRED PROPOSED FRONT (WEST): 15 FT. 39.00 FT (TO B.O.C.) 00 Q = , ,; ; ; ; r t. 0 ;; FRONT (NORTH): 15 FT. 8.00 FT (TO B.O.C.) SIDE (EAST): 10 FT. 10.00 FT (TO B.O.C.) / ° • e j SIDE (SOUTH): 10 FT. 5.00 FT (TO B.O.C.) - ° . Cq (1.) R1 }1 $Top S101 r' _ ':: 9. BUILDING HEIGHT: REQUIRED: PROPOSED: ! (i.) 24, WHITE STOP - NEW RETENTION AREA = G (FROM BFE TO FLAT ROOF DECK) 35 -100 FT. 89 FT. EXIST. 4 ` TRANSFORMER TO REMAIN 10. PARKING CALCULATION: REQUIRED: PROPOSED: I `o C___D 20'X20' INTERSECTION �, 108 SPACES 111 SPACES I� ! ' "- •� VISIBILITY TRIANGLE (TYP.) -- EXISTING: PROPOSED: t: Z 11. SITE DATA TABLE: REQUIRED: DEVELOPABLE AREA: 31,418 S.F. (0.72 AC) 31,418 S.F. (0.72 AC) 0,000 S.F. (MIN.) BUILDING AREA: 10,961 S.F. 12,875 S.F. - -° I -r ASPHALT /CONCRETE /MISC.: 17,381 S.F. 6,010 S.F. • f - _ '_ =_ . _ ; -- ' `' - " '' '' TOTAL IMPERVIOUS AREA: 28,342 S.F. (0.90 ISR) 18,885 S.F. (0.60 ISR) 9,847 S.F. (0.95 ISR) - = -- -- - -- - - - =_ - - _ -- - - -- -- TOTAL OPEN SPACE: 3,076 S.F. (0.07 AC) 12,533 S.F. (0.29 AC) 1,571 S.F. (0.04 AC) -- r- - -=+- - -_ - -- _ - ' HANDICAP RAMP -- -- r�; -- `- - - -- - - W /TRUNCATED DOMES INTERIOR LANDSCAPE CALCULATION: - ''PER CITY INDEX 109 (TYR.) _ . ,, T 1 ° EVOTED TO INTERIOR LANDSCAPING. if REQUIRED: (5,551 SF OF VUA)x(10 %) =555 SF (10 %) ` 'rr '' "' ! D R V E r C O R O N A D O PROVIDED: 1,676 SF (30 %) - - ' I• ! - "; ''-' , ` / Cj, 12. THIS PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE WE" (ELEV. 13), "AE" -- - - - - - -- (ELEV. 12) & AE (ELEV. 11) AS SHOWN ON THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL #1250960102G PUBLISHED BY THE FEDERAL EMERGENCY 'i MANAGEMENT AGENCY, EFFECTIVE: SEPTEMBER 3, 2003 13. THERE ARE NO ENVIRONMENTALLY UNIQUE AREAS ON SITE. - 14. ALL DISTURBED AREAS WITHIN RIGHT OF - WAY SHALL BE SODDED AND /OR PLANTED A R O W USE PERMIT WILL BE t -- - - -- - - - REQUIRED FOR LANDSCAPING AND ALL - - OTHER IMPROVEMENTS WITHIN R -O -W 15 SOLID WASTE WILL BE PROVIDED BY A ROLL -OUT DUMPSTER 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. 19.911 RADIO REPEATER/ANTENNA BOOSTER SYSTEM MUST COMPLY WITH Q 20. CONCRETE URBAN FLARE DRIVEWAYS SHALL CONSTRUCTED WITH 6" THICK W/ 6 "X6 '/10X10 WELDED WIRE FABRIC REINFORCEMENT. 21. CONCRETE SIDEWALKS AND URBAN FLARES SHALL HAVE A MINIMUM OF 3,000 PSI @ 28 DAYS WITH FIBER MESH REINFORCEMENT. 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 LO U) M 04 O O F•-11 Q W Z W F-1 �D 0 I---1 LO //--0QQ 0 W F--1 LO t--1 1:4 w 0 CO P co O 0 .. U a Z o W F-i Q a Z Of �OL� .. W LO 0 W Z Q �U ^ CY) WM � W 0 MANAGEMENT AGENCY, EFFECTIVE: SEPTEMBER 3, 2003 13. THERE ARE NO ENVIRONMENTALLY UNIQUE AREAS ON SITE. - 14. ALL DISTURBED AREAS WITHIN RIGHT OF - WAY SHALL BE SODDED AND /OR PLANTED A R O W USE PERMIT WILL BE t -- - - -- - - - REQUIRED FOR LANDSCAPING AND ALL - - OTHER IMPROVEMENTS WITHIN R -O -W 15 SOLID WASTE WILL BE PROVIDED BY A ROLL -OUT DUMPSTER 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. 19.911 RADIO REPEATER/ANTENNA BOOSTER SYSTEM MUST COMPLY WITH Q 20. CONCRETE URBAN FLARE DRIVEWAYS SHALL CONSTRUCTED WITH 6" THICK W/ 6 "X6 '/10X10 WELDED WIRE FABRIC REINFORCEMENT. 21. CONCRETE SIDEWALKS AND URBAN FLARES SHALL HAVE A MINIMUM OF 3,000 PSI @ 28 DAYS WITH FIBER MESH REINFORCEMENT. 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 LO U) M 04 O O F•-11 Q W Z W F-1 �D 0 I---1 LO //--0QQ 0 W F--1 LO t--1 1:4 w 0 CO P co O 0 .. U a Z o W F-i Q a Z Of �OL� .. W 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. 19.911 RADIO REPEATER/ANTENNA BOOSTER SYSTEM MUST COMPLY WITH Q 20. CONCRETE URBAN FLARE DRIVEWAYS SHALL CONSTRUCTED WITH 6" THICK W/ 6 "X6 '/10X10 WELDED WIRE FABRIC REINFORCEMENT. 21. CONCRETE SIDEWALKS AND URBAN FLARES SHALL HAVE A MINIMUM OF 3,000 PSI @ 28 DAYS WITH FIBER MESH REINFORCEMENT. 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 IL a cn W H U) DO Z O F= a U w O 0 0 Z � w>- w- 0 Z w ., yr w S _ .e N p• o y Uj v7 * �-�Q >- ED O J.v Q O; Z w �w (~/1 4VV o LLJ PVL LL �Q Zm vnl%711 .e PROJECT M 731.08 RECEN D ORGINAL DATE: 03.02.09 FEB 1(2 20101 CHECKED BY: KEZ PLANNING DEPARTMENT DRAWN BY: JVI CITY OF CLEARWATER SHEET NO. NOT FOR C4 OF 10 CONSTRUCTION LO U) M 04 O O F•-11 Q W Z W F-1 �D 0 I---1 LO //--0QQ 0 W F--1 LO t--1 1:4 w 0 CO P co O 0 .. U a Z o W F-i Q a Z Of �OL� .. W LO 0 W Z Q �U ^ CY) WM � W 0 IL a cn W H U) DO Z O F= a U w O 0 0 Z � w>- w- 0 Z w ., yr w S _ .e N p• o y Uj v7 * �-�Q >- ED O J.v Q O; Z w �w (~/1 4VV o LLJ PVL LL �Q Zm vnl%711 .e PROJECT M 731.08 RECEN D ORGINAL DATE: 03.02.09 FEB 1(2 20101 CHECKED BY: KEZ PLANNING DEPARTMENT DRAWN BY: JVI CITY OF CLEARWATER SHEET NO. NOT FOR C4 OF 10 CONSTRUCTION W CO W > F•-11 Q Q Q w / I---1 //--0QQ 0 F--1 I-1 t--1 1:4 w O H Q �. Z o Q W a Z Of W H U) DO Z O F= a U w O 0 0 Z � w>- w- 0 Z w ., yr w S _ .e N p• o y Uj v7 * �-�Q >- ED O J.v Q O; Z w �w (~/1 4VV o LLJ PVL LL �Q Zm vnl%711 .e PROJECT M 731.08 RECEN D ORGINAL DATE: 03.02.09 FEB 1(2 20101 CHECKED BY: KEZ PLANNING DEPARTMENT DRAWN BY: JVI CITY OF CLEARWATER SHEET NO. NOT FOR C4 OF 10 CONSTRUCTION rAWA:AVAV&VAVA::; IV VA WAV `A::-A-VAVA:AVAVAVA1 MAWAVAIVAIWAVAIWAVI IAWAVAWAVAVAVAVAI IVAVAWAVAVAVAVAV, FAWAWAVAWAVAWAVAI tVAVAWAVAVAVAVAVI FAWAVAWAWAVAVAVAI LVAWAWAVAWA.AWA-, FAWAWAWAWAVAVAVAI k,FAWAVAVAVAVAVAVJ 'AWAVAVAVAVAVAVA' IVA-AWAVAVA-AVA-1 FAWALWAVAIWAVALWA VAI tVAVAVAVAWAVAVAW, rAVAWA AVAVAWA Al IMAVAV: VAVAVAV:V, 'A A AVAWAVAVAVAI V I :VWWAW A AVAVAVAVA • FAVAVAWAWAVAVAVAI a SKIMMER TOP EL= 5.00 RATE EL= 4.50 SKIMMER BOTTOM EL= 4.00 F[ II II II a. IiQA Flood Zone VE lei (a J) 5-3/4% V' h, 2�. /'Vo! 4 4 5 -3/4" I V_n. Steel c Grate 2" Cl. N Eye Bolts Per FDOT Index 201 Outfall Pipe j24" HDPE L Bars 2o09 Ctrs. Install 6" (Min.) Gravel Bedding CROSS-SECTION FDOT TYPE E INLET (Modified) STORMWATER VAULT OUTFALL CONTROL STRUCTURE E-1 i Fiber ass Skimmer On t Sides of Con Structure & Bolted I Vault Wall 1!oar Flood Zone AE Arz- 1,P) Outfall Pipe tj aull W011 LEGEND PROPERTY BOUNDARY PROPOSED STORM SEWER PROPOSED ELEVATION Beach Mat* 6 C 2 PAVING, GRADING & DRAINAGE NOTES: rem= Rk 01sc X46 p 1. SEE GENERAL NOTES SHEET AND DEMOLITION FOR EROSION AND SILTATION WM VVIVI CONTROL ALONG WITH GENERAL NOTES. 2. SEE SITE PLAN/HORIZONTAL CONTROL SHEET FOR SITE DATA. 3. SEE BOUNDARY & TOPOGRAPHIC SURVEY FOR TEMPORARY BENCHMARK (TBM) EXISTING 8" RECLAIMED q 4,1 r LOCATIONS. WATER MAIN 4. THE CONTRACTOR SHALL MEET ALL APPLICABLE REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE ACCESSIBILITY REQUIREMENTS MANUAL PREPARED BY THE FLORIDA BOARD OF BUILDING CODES AND STANDARDS. 4 1 F 5. ALL ROOF RUNOFF SHALL BE ROUTED TO THE PROPOSED VAULT FOR TREATMENT BEFORE DISCHARGE (SEE MECHANICAL PLANS FOR DESIGN & J DETAILS). 3 -4 �4 1, Flood Zone AE c co Ic GRADE J,l rr. ........ S05WW-W(M) -Al MATC 04 EXISTING io GRADE ❑ 0 L 5.2 LJ4 MAT H �25.75 5.25 ' �r (n m C4 C C I Ira rl 5.2 EXISTING C11 OR" AD E _,4 TYPE E Z NOTES 1. Fasten skimmer with 4 stainless 4.90 steel bolts w/ lead anchors 7AD ADJUST tT7 A H contact points with structure with P Q-11 ("r, 2. Seal all edges of skimmer at ?on L MATCH ADJUST VAULT COVER EXISTING COVER TO MATCHI waterproof caulking or approved 11 'T V :'go , H !lc;, C9 :GRADE equal f)9 Lij P r 0 F 4 I 77-i,-9 I W FIBERGLA! r*"p Bench mark NEW RETENTION AREA ,P* ZA& .i95 5.02 Skimmer 4.36 BOT ELEV. 3.50 TOP ELEV. 4.75 Flood Zone VE Wolf k4f .00 (EL. I J) 5.25 AT H 4.75 3.98 FS I Xi NG H 01 , . I " ----- -- FTIF �!5 TC 1j.;Aj 7 00; S05:= f S061 (D) M NG K 82.6J. /0 W 1W (D) ISTI ` �A -E)c. FlRE J�EDE 1 4.75 S057J31, 1W 82.80; S08781461*11V 4 -7r, T 477 *:-f '� - _777777� 7 -V't 1: 4': , , V A L 3� F F "Re J_ _77 ------------- r 4, 7 - L 7 IlfiM WM WM WM WM vvw, "R j WM WM & 01se k7 4.10 W A WM 0 RCP Pk N, �Z) .: v, " MATCH EXISTING', 3 81 3.90 MATC Bellub MOV* J7 CONT40L STRUCTURELE-C EXISTING SIDEWALK WA _1 L SIDEWALK IWALK ELEV Dbc E7 .190 TOP ELEV 4.24 TING �IS 12" RECLAIMED _ER MAIN -EXISTING 12" RECLAIMED �,""',"_ & CURB ELEVATION (TYP) WATER WEIR ELEV. 3.77 WATER MAIN C O R O N A D O D R V E INY,,,ELE, V, -1.1 (r- (7 R 0 N A D 0 DR/ Vf - J MATCH EXISTING WM WM WM WA11-777: 7,� WM PAVEMENT & CURB WM WM SKIMMER TOP EL= 4.74 ELEVATION (TYP.) 0. 1 GRATE EL= 4.24 CORE DRILL 15" RCP @ INV. ELEV. 0.10 C 7D' 1.1" WEIR ELEV. 3.77 ------- C% -"L� CL "P A SKIMMER BOTTOM EL= 3.50 17" IF e j POND BOTTOM EL=3.00 (SUMP) PLAN VIEW 5-3/4', 5-3/4" 49-490 7!k 11 4 Steel Grate Cl. Outfall Pipe 15" RCP Eye Bolts Per FDOT Index 201 -Top of Bank 2'0 Outfall Pipe 15" RCP P 4" Thick Concrete Pad 48o-7 L #4 Bars JL1 L2- Install 6" (Mi0 n.) 12" Ctrs. SODDED NORMALLY DRY POND Gravel Bedding CROSS-SECTION FDOT TYPE E INLET (Modified) QTOPKA ORIGINAL 77 X TREATMENT ELEV=3.77 MATCH X EXIST �x GRADE BOTTOM EL. 3.50 77 SHWL ELEV=31.50 POND SECTION A-A (TYP) N.T.S. I THERE SHALL BE A 2% MAX. CROSS SLOPE ON ALL SIDEWALKS R t ECEMID OUTFALL CONTROL STRUCTURE E-2 FEB 12' 2010' PLANNING DEPARTMENT CITY OF CLMWATER THE SURVEY WAS PREPARED IN N.A.V.D. 1988 DATUM NOT FOR ,CONSTRUCTION CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING I KEITH ZAYAC & ASSOCIATES, INC. 7 2 7 ) 7 9 3 - 9 8 8 8 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 1 WWW.KE1THZAYAC.00M EB 9351 - LC 2600212 E-4 LID U) 0 0 �D Co E 0 -4 L0 LO OU) P, CO 0 X 0 F-1 U) �D U) 0 LO LO 0 LO 0 CO Pi 0 C/) CO cy') z 0 z z z 0 Q4 C) r E-1 0 z 0 0 T-1 0 < 0 z z O W 0 W >-Ico Z 0 F- o. EE C) CO W 0 W O Z W N 0 M M LU LL LU 0 -W 0 Lo >_ Zo OZ- :3 A 2 z L< - 0; Ito LU 0 -4, Uj _j 03 z W U_ p 81111111 z ca PROJECT 731-08 ORGINAL DATE: 03.02.09 CHECKED BY: KEZ DMVAI BY: Jvl SHEET NO. C5 OF 10 ' �r (n m C4 C C I Ira rl 5.2 EXISTING C11 OR" AD E _,4 TYPE E Z NOTES 1. Fasten skimmer with 4 stainless 4.90 steel bolts w/ lead anchors 7AD ADJUST tT7 A H contact points with structure with P Q-11 ("r, 2. Seal all edges of skimmer at ?on L MATCH ADJUST VAULT COVER EXISTING COVER TO MATCHI waterproof caulking or approved 11 'T V :'go , H !lc;, C9 :GRADE equal f)9 Lij P r 0 F 4 I 77-i,-9 I W FIBERGLA! r*"p Bench mark NEW RETENTION AREA ,P* ZA& .i95 5.02 Skimmer 4.36 BOT ELEV. 3.50 TOP ELEV. 4.75 Flood Zone VE Wolf k4f .00 (EL. I J) 5.25 AT H 4.75 3.98 FS I Xi NG H 01 , . I " ----- -- FTIF �!5 TC 1j.;Aj 7 00; S05:= f S061 (D) M NG K 82.6J. /0 W 1W (D) ISTI ` �A -E)c. FlRE J�EDE 1 4.75 S057J31, 1W 82.80; S08781461*11V 4 -7r, T 477 *:-f '� - _777777� 7 -V't 1: 4': , , V A L 3� F F "Re J_ _77 ------------- r 4, 7 - L 7 IlfiM WM WM WM WM vvw, "R j WM WM & 01se k7 4.10 W A WM 0 RCP Pk N, �Z) .: v, " MATCH EXISTING', 3 81 3.90 MATC Bellub MOV* J7 CONT40L STRUCTURELE-C EXISTING SIDEWALK WA _1 L SIDEWALK IWALK ELEV Dbc E7 .190 TOP ELEV 4.24 TING �IS 12" RECLAIMED _ER MAIN -EXISTING 12" RECLAIMED �,""',"_ & CURB ELEVATION (TYP) WATER WEIR ELEV. 3.77 WATER MAIN C O R O N A D O D R V E INY,,,ELE, V, -1.1 (r- (7 R 0 N A D 0 DR/ Vf - J MATCH EXISTING WM WM WM WA11-777: 7,� WM PAVEMENT & CURB WM WM SKIMMER TOP EL= 4.74 ELEVATION (TYP.) 0. 1 GRATE EL= 4.24 CORE DRILL 15" RCP @ INV. ELEV. 0.10 C 7D' 1.1" WEIR ELEV. 3.77 ------- C% -"L� CL "P A SKIMMER BOTTOM EL= 3.50 17" IF e j POND BOTTOM EL=3.00 (SUMP) PLAN VIEW 5-3/4', 5-3/4" 49-490 7!k 11 4 Steel Grate Cl. Outfall Pipe 15" RCP Eye Bolts Per FDOT Index 201 -Top of Bank 2'0 Outfall Pipe 15" RCP P 4" Thick Concrete Pad 48o-7 L #4 Bars JL1 L2- Install 6" (Mi0 n.) 12" Ctrs. SODDED NORMALLY DRY POND Gravel Bedding CROSS-SECTION FDOT TYPE E INLET (Modified) QTOPKA ORIGINAL 77 X TREATMENT ELEV=3.77 MATCH X EXIST �x GRADE BOTTOM EL. 3.50 77 SHWL ELEV=31.50 POND SECTION A-A (TYP) N.T.S. I THERE SHALL BE A 2% MAX. CROSS SLOPE ON ALL SIDEWALKS R t ECEMID OUTFALL CONTROL STRUCTURE E-2 FEB 12' 2010' PLANNING DEPARTMENT CITY OF CLMWATER THE SURVEY WAS PREPARED IN N.A.V.D. 1988 DATUM NOT FOR ,CONSTRUCTION CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING I KEITH ZAYAC & ASSOCIATES, INC. 7 2 7 ) 7 9 3 - 9 8 8 8 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 1 WWW.KE1THZAYAC.00M EB 9351 - LC 2600212 E-4 LID U) 0 0 �D Co E 0 -4 L0 LO OU) P, CO 0 X 0 F-1 U) �D U) 0 LO LO 0 LO 0 CO Pi 0 C/) CO cy') z 0 z z z 0 Q4 C) r E-1 0 z 0 0 T-1 0 < 0 z z O W 0 W >-Ico Z 0 F- o. EE C) CO W 0 W O Z W N 0 M M LU LL LU 0 -W 0 Lo >_ Zo OZ- :3 A 2 z L< - 0; Ito LU 0 -4, Uj _j 03 z W U_ p 81111111 z ca PROJECT 731-08 ORGINAL DATE: 03.02.09 CHECKED BY: KEZ DMVAI BY: Jvl SHEET NO. C5 OF 10 f)9 Lij P r 0 F 4 I 77-i,-9 I W FIBERGLA! r*"p Bench mark NEW RETENTION AREA ,P* ZA& .i95 5.02 Skimmer 4.36 BOT ELEV. 3.50 TOP ELEV. 4.75 Flood Zone VE Wolf k4f .00 (EL. I J) 5.25 AT H 4.75 3.98 FS I Xi NG H 01 , . I " ----- -- FTIF �!5 TC 1j.;Aj 7 00; S05:= f S061 (D) M NG K 82.6J. /0 W 1W (D) ISTI ` �A -E)c. FlRE J�EDE 1 4.75 S057J31, 1W 82.80; S08781461*11V 4 -7r, T 477 *:-f '� - _777777� 7 -V't 1: 4': , , V A L 3� F F "Re J_ _77 ------------- r 4, 7 - L 7 IlfiM WM WM WM WM vvw, "R j WM WM & 01se k7 4.10 W A WM 0 RCP Pk N, �Z) .: v, " MATCH EXISTING', 3 81 3.90 MATC Bellub MOV* J7 CONT40L STRUCTURELE-C EXISTING SIDEWALK WA _1 L SIDEWALK IWALK ELEV Dbc E7 .190 TOP ELEV 4.24 TING �IS 12" RECLAIMED _ER MAIN -EXISTING 12" RECLAIMED �,""',"_ & CURB ELEVATION (TYP) WATER WEIR ELEV. 3.77 WATER MAIN C O R O N A D O D R V E INY,,,ELE, V, -1.1 (r- (7 R 0 N A D 0 DR/ Vf - J MATCH EXISTING WM WM WM WA11-777: 7,� WM PAVEMENT & CURB WM WM SKIMMER TOP EL= 4.74 ELEVATION (TYP.) 0. 1 GRATE EL= 4.24 CORE DRILL 15" RCP @ INV. ELEV. 0.10 C 7D' 1.1" WEIR ELEV. 3.77 ------- C% -"L� CL "P A SKIMMER BOTTOM EL= 3.50 17" IF e j POND BOTTOM EL=3.00 (SUMP) PLAN VIEW 5-3/4', 5-3/4" 49-490 7!k 11 4 Steel Grate Cl. Outfall Pipe 15" RCP Eye Bolts Per FDOT Index 201 -Top of Bank 2'0 Outfall Pipe 15" RCP P 4" Thick Concrete Pad 48o-7 L #4 Bars JL1 L2- Install 6" (Mi0 n.) 12" Ctrs. SODDED NORMALLY DRY POND Gravel Bedding CROSS-SECTION FDOT TYPE E INLET (Modified) QTOPKA ORIGINAL 77 X TREATMENT ELEV=3.77 MATCH X EXIST �x GRADE BOTTOM EL. 3.50 77 SHWL ELEV=31.50 POND SECTION A-A (TYP) N.T.S. I THERE SHALL BE A 2% MAX. CROSS SLOPE ON ALL SIDEWALKS R t ECEMID OUTFALL CONTROL STRUCTURE E-2 FEB 12' 2010' PLANNING DEPARTMENT CITY OF CLMWATER THE SURVEY WAS PREPARED IN N.A.V.D. 1988 DATUM NOT FOR ,CONSTRUCTION CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING I KEITH ZAYAC & ASSOCIATES, INC. 7 2 7 ) 7 9 3 - 9 8 8 8 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 1 WWW.KE1THZAYAC.00M EB 9351 - LC 2600212 E-4 LID U) 0 0 �D Co E 0 -4 L0 LO OU) P, CO 0 X 0 F-1 U) �D U) 0 LO LO 0 LO 0 CO Pi 0 C/) CO cy') z 0 z z z 0 Q4 C) r E-1 0 z 0 0 T-1 0 < 0 z z O W 0 W >-Ico Z 0 F- o. EE C) CO W 0 W O Z W N 0 M M LU LL LU 0 -W 0 Lo >_ Zo OZ- :3 A 2 z L< - 0; Ito LU 0 -4, Uj _j 03 z W U_ p 81111111 z ca PROJECT 731-08 ORGINAL DATE: 03.02.09 CHECKED BY: KEZ DMVAI BY: Jvl SHEET NO. C5 OF 10 MATCH EXISTING WM WM WM WA11-777: 7,� WM PAVEMENT & CURB WM WM SKIMMER TOP EL= 4.74 ELEVATION (TYP.) 0. 1 GRATE EL= 4.24 CORE DRILL 15" RCP @ INV. ELEV. 0.10 C 7D' 1.1" WEIR ELEV. 3.77 ------- C% -"L� CL "P A SKIMMER BOTTOM EL= 3.50 17" IF e j POND BOTTOM EL=3.00 (SUMP) PLAN VIEW 5-3/4', 5-3/4" 49-490 7!k 11 4 Steel Grate Cl. Outfall Pipe 15" RCP Eye Bolts Per FDOT Index 201 -Top of Bank 2'0 Outfall Pipe 15" RCP P 4" Thick Concrete Pad 48o-7 L #4 Bars JL1 L2- Install 6" (Mi0 n.) 12" Ctrs. SODDED NORMALLY DRY POND Gravel Bedding CROSS-SECTION FDOT TYPE E INLET (Modified) QTOPKA ORIGINAL 77 X TREATMENT ELEV=3.77 MATCH X EXIST �x GRADE BOTTOM EL. 3.50 77 SHWL ELEV=31.50 POND SECTION A-A (TYP) N.T.S. I THERE SHALL BE A 2% MAX. CROSS SLOPE ON ALL SIDEWALKS R t ECEMID OUTFALL CONTROL STRUCTURE E-2 FEB 12' 2010' PLANNING DEPARTMENT CITY OF CLMWATER THE SURVEY WAS PREPARED IN N.A.V.D. 1988 DATUM NOT FOR ,CONSTRUCTION CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING I KEITH ZAYAC & ASSOCIATES, INC. 7 2 7 ) 7 9 3 - 9 8 8 8 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 1 WWW.KE1THZAYAC.00M EB 9351 - LC 2600212 E-4 LID U) 0 0 �D Co E 0 -4 L0 LO OU) P, CO 0 X 0 F-1 U) �D U) 0 LO LO 0 LO 0 CO Pi 0 C/) CO cy') z 0 z z z 0 Q4 C) r E-1 0 z 0 0 T-1 0 < 0 z z O W 0 W >-Ico Z 0 F- o. EE C) CO W 0 W O Z W N 0 M M LU LL LU 0 -W 0 Lo >_ Zo OZ- :3 A 2 z L< - 0; Ito LU 0 -4, Uj _j 03 z W U_ p 81111111 z ca PROJECT 731-08 ORGINAL DATE: 03.02.09 CHECKED BY: KEZ DMVAI BY: Jvl SHEET NO. C5 OF 10 C/) CO cy') z 0 z z z 0 Q4 C) r E-1 0 z 0 0 T-1 0 < 0 z z O W 0 W >-Ico Z 0 F- o. EE C) CO W 0 W O Z W N 0 M M LU LL LU 0 -W 0 Lo >_ Zo OZ- :3 A 2 z L< - 0; Ito LU 0 -4, Uj _j 03 z W U_ p 81111111 z ca PROJECT 731-08 ORGINAL DATE: 03.02.09 CHECKED BY: KEZ DMVAI BY: Jvl SHEET NO. C5 OF 10 >-Ico Z 0 F- o. EE C) CO W 0 W O Z W N 0 M M LU LL LU 0 -W 0 Lo >_ Zo OZ- :3 A 2 z L< - 0; Ito LU 0 -4, Uj _j 03 z W U_ p 81111111 z ca PROJECT 731-08 ORGINAL DATE: 03.02.09 CHECKED BY: KEZ DMVAI BY: Jvl SHEET NO. C5 OF 10 PROJECT 731-08 ORGINAL DATE: 03.02.09 CHECKED BY: KEZ DMVAI BY: Jvl SHEET NO. C5 OF 10 i r e w-,, Bwch A/ont ' r' Pk NoN ,!r D,sc E/. _ ,14B Y � ,i•v �' I r y I'M wm I I I LL; ,, t• - { _ 11 EXISTING 8•' RECLAIMED ., � „�r" -I WATER MAIN 1 +' ' ` ° 1'; ! _ 7 „ (1) 8 "x2" SADDLE TAP W /G.V. IN BOX - -- _ -- _ (1) 2" RECLAIMED IRRIGATION I.r `� :•:'75 v,- - _... (1) 2" STUB N METER - Flood Zone lF I I - it I -' -- - -- (EL. 13) I I ; Flood Zone AE ° ='' • ?_:;:' ZE (EL. 12) Flood Zone A �t 7 'I •rr �••.; 7:r 6.1 vi •A' IY'i a� - . , I ll , -_ -_ -- -_._ -- _. ' __. _� --., -�' - __ -_- _ -- 4 � iI I L71 j 17 - r ., , hi , 3 I 1 +..>,r � - r•); , .. r`7 L' � > i ... c{ � I irm_ ,. -•r.•a -�^ -k- I I '�' ,i,- ' ,'` -'/" ,_ ,- . ^t:i' iC ;r,,; ' ,,• 1• r -. 7. a I I -. - h,,R �.i;•• r�r r,,. i = � F( Curb 3' TRANSITION AT DRIVES 4” Drop at All Drives 2 "R 6" 2" Wearing 3"R Surface cV I / ;�: :4: :•p: X, j :C D:3 /4 "R f Base 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. Curb TYPE I CURB Construction Symmetrical About Driveway Vearing Surface NOTES: 1. There shall be a 1/2" seal joint between back of curb and driveway. 2. Concrete in curbs shall be 3000 psi, with fiber mesh reinforcing. 1" at All Drives Wearing a' Surface a' Base 6$ 18" . . Compacted Subgrade MODIFIED CURB TYPICAL CURB CROSS SECTIONS CITY INDEX NO. 101; 1 OF 2 N.T.S. 1" Drop at Wearing All Drives Surface 3/4 "R ,� :d; :P ;� Q: •:4: :� Base 6" 12 ' •12" • ' Compacted ,`♦' , j ' '.� 'Subgrade . NOTES: 1. There shall be a 1/2" VALLEY GUTTER CURB seal joint between back 5" 1" of curb and driveway. 1 -1 /2 "R 2• Concrete in curbs shall #3 Bar be 3000 psi, with fiber Cont. : • : • mesh reinforcing. Wearing Surface #3 Bar, 10 Long, 6" 36" 0. C. Base TYPICAL CURB CROSS SECTIONS Compacted Subgrade CITY INDEX NO. 101; 2 OF 2 PIN / DOWELLED CURB 9 9�� 1 -3/4 "R 3/4 "1 - Wearing Surface .3/4:'R \;. / :d ° 0•:4: d: Base 4..c*o.m* Subgrade MEDIAN CURB REV. I DATE I DESCRIPTION I APP, CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT MEXO' O 2OF2 FDOT Type S -3 Asph. Conc. patch to be 2" min. thickness or match existing for thickness in excess of 2" If this point is 4' Min. within 4' of an Patch / Resurface full width of Monolithic Slab existing joint, street on longitudinal then replace T +2" (8" Min. Replace Base installations 3,000 psi Fiber to the joint. Compacted Thickness) Mesh Concrete a a a Q dT. Existing Concrete Replacement base > ti ::� material shall be ,x Undisturbed Exist Base P /' -' approved by the .;_: >:: Engineer per City 'W W Article 22 6„ 12" Trench 12" 6„ 18" Trench 18" Width Min. Width Min. Varies Varies Undisturbed Trench Side t Undisturbed Trench Side Compacted �`<= Compacted Backfill Backfill F` T= Thickness of �� \ 'h' \' " \K( T =6 until W exceeds original Base �. '.: 6 r , then T =8 r ASPHALT STREET AND DRIVEWAY REPLACEMENT REQUIRED FOR CONCRETE REPLACEMENT REQUIRED UTILITY CONSTRUCTION FOR UTILITY CONSTRUCTION STREET AND DRIVEWAY REPLACEMENT FOR CONCRETE & ASPHALTIC CONCRETE SURFACES CITY INDEX NO. 104; 1 OF 1 N.T.S. + `tiet 3' 4" Drop at All Drives �� s'� Transition NOTE: Wings only (f Side SI es R uire. (TOP OF THE SIGN) 5" 1 >, 1 -1 /2 "R Wearing Surface J0 Qo ltiY°'�`r of sidewalks as shown, contact the Engineering Division for Max Slope �1» » 1» 1 Max Slope Remove entire 'Curb and Replace as Part of Sidewalk Ramp. driveways. _J 6 ' Back of Curb (MIDDLE OF THE SIGN) y' 12r Max Sloe Textured Surface "2" p Non -slip surface require- moots see Note 8. .. 4 77 BLACK BORDER Remove to an �1/2" Expansion Joint 1/2" Exp. Joint Exp. Joint O L a TYPICAL Base requirements of and Traffic Design Standards, Detail 304 or most recent modifications. TYPICAL SIDEWALK CONSTRUCTION & RAMP DETAIL N o-e 4- U Compacted. . . . ' Pro ert R.O.W. Line s o 0 ;, „• .Subgrade . . . . M X. 0 5' Min Arterial Street 2' CITY R (=n 6 7 B B PLAN VIEW 1/4per Foot STRAIGHT CURB F( Curb 3' TRANSITION AT DRIVES 4” Drop at All Drives 2 "R 6" 2" Wearing 3"R Surface cV I / ;�: :4: :•p: X, j :C D:3 /4 "R f Base 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. Curb TYPE I CURB Construction Symmetrical About Driveway Vearing Surface NOTES: 1. There shall be a 1/2" seal joint between back of curb and driveway. 2. Concrete in curbs shall be 3000 psi, with fiber mesh reinforcing. 1" at All Drives Wearing a' Surface a' Base 6$ 18" . . Compacted Subgrade MODIFIED CURB TYPICAL CURB CROSS SECTIONS CITY INDEX NO. 101; 1 OF 2 N.T.S. 1" Drop at Wearing All Drives Surface 3/4 "R ,� :d; :P ;� Q: •:4: :� Base 6" 12 ' •12" • ' Compacted ,`♦' , j ' '.� 'Subgrade . NOTES: 1. There shall be a 1/2" VALLEY GUTTER CURB seal joint between back 5" 1" of curb and driveway. 1 -1 /2 "R 2• Concrete in curbs shall #3 Bar be 3000 psi, with fiber Cont. : • : • mesh reinforcing. Wearing Surface #3 Bar, 10 Long, 6" 36" 0. C. Base TYPICAL CURB CROSS SECTIONS Compacted Subgrade CITY INDEX NO. 101; 2 OF 2 PIN / DOWELLED CURB 9 9�� 1 -3/4 "R 3/4 "1 - Wearing Surface .3/4:'R \;. / :d ° 0•:4: d: Base 4..c*o.m* Subgrade MEDIAN CURB REV. I DATE I DESCRIPTION I APP, CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT MEXO' O 2OF2 FDOT Type S -3 Asph. Conc. patch to be 2" min. thickness or match existing for thickness in excess of 2" If this point is 4' Min. within 4' of an Patch / Resurface full width of Monolithic Slab existing joint, street on longitudinal then replace T +2" (8" Min. Replace Base installations 3,000 psi Fiber to the joint. Compacted Thickness) Mesh Concrete a a a Q dT. Existing Concrete Replacement base > ti ::� material shall be ,x Undisturbed Exist Base P /' -' approved by the .;_: >:: Engineer per City 'W W Article 22 6„ 12" Trench 12" 6„ 18" Trench 18" Width Min. Width Min. Varies Varies Undisturbed Trench Side t Undisturbed Trench Side Compacted �`<= Compacted Backfill Backfill F` T= Thickness of �� \ 'h' \' " \K( T =6 until W exceeds original Base �. '.: 6 r , then T =8 r ASPHALT STREET AND DRIVEWAY REPLACEMENT REQUIRED FOR CONCRETE REPLACEMENT REQUIRED UTILITY CONSTRUCTION FOR UTILITY CONSTRUCTION STREET AND DRIVEWAY REPLACEMENT FOR CONCRETE & ASPHALTIC CONCRETE SURFACES CITY INDEX NO. 104; 1 OF 1 N.T.S. + `tiet 3' Remove Curb if Existin �� s'� Transition NOTE: Wings only (f Side SI es R uire. (TOP OF THE SIGN) Exist Conc Drive J0 Qo ltiY°'�`r of sidewalks as shown, contact the Engineering Division for Max Slope �1» » 1» 1 Max Slope Remove entire 'Curb and Replace as Part of Sidewalk Ramp. driveways. BLACK BORDER 6 ' Back of Curb (MIDDLE OF THE SIGN) y' 12r Max Sloe Textured Surface "2" p Non -slip surface require- moots see Note 8. .. 4 •, • -� ' �:` "q �•" ' •" ' %" 4" '--,1/2- BLACK BORDER Remove to an �1/2" Expansion Joint 1/2" Exp. Joint Exp. Joint 6. Ramps shall have a tactile surface, textured to a depth not -- TYPICAL DRIVEWAY CROSS SECTION requirements of and Traffic Design Standards, Detail 304 or most recent modifications. TYPICAL SIDEWALK CONSTRUCTION & RAMP DETAIL N o-e 4- U I ' Pro ert R.O.W. Line s o 0 4' Min Residential Street 1' Cit R W 2" HOT DIPPED GALVANIZED Z I- W M X. 0 5' Min Arterial Street 2' CITY R (=n Conc. Sidewalk ;,),q 1- B B PLAN VIEW 1/4per Foot ''••:a: �' Back of Curb 3000 psi concrete 4" thick. Constr. 6" H �� ' thick at driveways with 6 "x 6 "/10x10 NOTES SECTION B —B welded wire fabric. (See note 7.) 1. Provide tooled jotnte at distances matching the width. Also F-I place expansion joints at driveways. (TOP OF THE SIGN) 2. If some physical obstruction exists which prevents the placing BLUE BACKGROUND of sidewalks as shown, contact the Engineering Division for 8" X 2' -6" CONCRETE MASS. alternate location. 3. Wooden and other spacers will not be permitted In sidewalks or Remove entire 'Curb and Replace as Part of Sidewalk Ramp. driveways. BLACK BORDER 4. No coatings of any kind will be permitted on concrete ' sidewalks or driveways without specific approval of the City (MIDDLE OF THE SIGN) Engineer• 5. All concrete shall be 3000 min. O 28 days, fiber 12r Max Sloe Textured Surface "2" p psi with mesh reinforcing. 6. Concrete surface to be light broom finish. 1 .. - ••' ' ' ' ' 7. Concrete driveway construction shall be 6" thick w 6 "x 6 "/10x10 welded wire fabric BLACK BORDER Remove to an �1/2" Expansion Joint reinforcement. even joint or sawcut 6. Ramps shall have a tactile surface, textured to a depth not (BOTTOM OF THE SIGN) exceeding 1/8" by use of tamp or roller in conformance with FDOT Roadway SECTION A —A requirements of and Traffic Design Standards, Detail 304 or most recent modifications. TYPICAL SIDEWALK CONSTRUCTION & RAMP DETAIL N i U; mIh• 5' Re 41in CITY INDEX NO. 109; 1 OF 3 N.T.S. If "x" is less than 48" then ISOMETRIC VIEW the slope of the flared side shall not exceed 12:1. CONC. SIDEWALK Match Existing if . Grass Planting or Other Existing Sidewalk Non - Walking Surface I Grass Planting or Other Non - Walking Surface 6" 40/5' 6" RAMP CURB 6" Vertical Curb in Transition Exist. Type I Curb Remove Back of Curb Flow Line if Existing RETURNED CURB RAMPS VALLEY GUTTER CURB CURB DROP CURB I Textured Surface TRANSITION CURB TRANSITION BACK OF SIDEWALK < e , ELEVATION A —A FLOW LINE TYPICAL SIDEWALK CURB CUT RAMPS PHYSICALLY HANDICAPPED CITY INDEX NO. 109; 2 OF 3 N.T.S. a da 4 12:1 MAX. SECTION B —B NOTES: 1. Ramps are designed to the Uniform 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 rollerin Conformance with Requirements of FDOT Roadway and Traffic Design Standards, Detail 304 Or Most Recent Modifications. CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT REDRAWN BY TYPICAL SIDEWALK DATE CHECKED BY CURB CUT RAMPS INDEX NO DES PHYSICALLY HANDICAPPED 1 109 REV DATE DESCRIPTION APP' C.M.H. 2 OF 3 CONCRETE TO BE 3,000 PSI, WITH FIBER MESH REINFORCING. I N 2 -1/2" min � � 2" min � I i \ N T NOTES: O `J O O 1. WHEEL STOPS TO BE PLACED 2' BACK, AS SHOWN ABOVE. CENTERED IN THE PARKING STALL 2. WHEEL STOPS CAN BE PAINTED IN A — 7 -3/4" #3 Bar �---- 7 -1/2" #3 Bar CONTRASTING COLOR SUCH AS TYPE A Typical TYPE C Typical GRAY, YELLOW OR BLACK. BLUE SHALL BE USED FOR HANDICAP PARKING STALLS, WHEEL STOPS REINFORCED CONCRETE CITY INDEX NO. 117; 1 OF 1 N.T.S. , I CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT REDRAWN BY WHEEL STOPS GJDYE a1ECKED BY REINFORCED CONCRETE INDEX Na G,L 117 REV. DATE DESCRIPTION App. DESIGNED a r c BY 1 OF 1 HANDICAPPED SIGN SEE INDEX NO. 119 CONC. WALK RAMP DOWN CONC. WALK ' SEE IND NEX 0. 109 �TR PEE(T�YPICIIL) BLUE STRIPE E(AFF) WHITE NOTE: III --'u All pavement markings to be thermoplastic. 2" (TYPICAL) I TYPICAL SINGLE HANDICAPPED STALL CITY INDEX NO. 118; 1 OF 2 N.T.S. V -0" STANDARD PRE - PAINTED DISABLED PARKING SIGN ON 1/8" THICK SHEET ALUMINUM - PARKING BY DISABLED PERMIT ONLY $255 FINE F. S. 318.18 e LJ e 8" - TYPICAL HANDICAPPED SIGN DETAIL CITY INDEX NO. 119; 1 of 1 N.T.S. REV. I DATE I DESCRIPTION I APP, CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT BY TYPICAL HANDICAPPED DAZE BY SIGN DETAIL of 09 INDEX NO. BY 1 OF 1 ORIGINAL RECEIVED FEB 12 2010 PLANNING DEPARTMENT CITY OF CLEARWATER NOT FOR CONSTRUCTION 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 EB 9351 •- LC 2600212 WHITE BORDER F-I & SYMBOL (TOP OF THE SIGN) BLUE BACKGROUND 8" X 2' -6" CONCRETE MASS. I+ kn ° 0 BLACK BORDER ' & LETTERS (MIDDLE OF THE SIGN) �•.`: ;;�•.`• WHITE BACKGROUND �' • �' W z LCD BLACK BORDER WITH A SLIGHT RAISED WASH I I I a; -- & LETTERS (BOTTOM OF THE SIGN) APPROXIMATELY 1/2" ABOVE Q WHITE BACKGROUND Z J_ N z0124 NOTE: z Q ALL LETTERS - 1" SERIES "C" ~ w 2" HOT DIPPED GALVANIZED Z I- W ��w STANDARD WEIGHT STEEL PIPE (=n e LJ e 8" - TYPICAL HANDICAPPED SIGN DETAIL CITY INDEX NO. 119; 1 of 1 N.T.S. REV. I DATE I DESCRIPTION I APP, CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT BY TYPICAL HANDICAPPED DAZE BY SIGN DETAIL of 09 INDEX NO. BY 1 OF 1 ORIGINAL RECEIVED FEB 12 2010 PLANNING DEPARTMENT CITY OF CLEARWATER NOT FOR CONSTRUCTION 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 EB 9351 •- LC 2600212 F-I LO V) 8" X 2' -6" CONCRETE MASS. _ W ° 0 Q Q +. •� ::+:•� I I�' �•.`: ;;�•.`• FINISH TOP OF MASS LEVEL �' • �' W z LCD `' •I WITH A SLIGHT RAISED WASH I I I d;rl I� d' I I APPROXIMATELY 1/2" ABOVE Q 0° p 0 z0124 LEVEL OF TURF /SOD. z Q ~ w W Z I- W ��w a (=n e LJ e 8" - TYPICAL HANDICAPPED SIGN DETAIL CITY INDEX NO. 119; 1 of 1 N.T.S. REV. I DATE I DESCRIPTION I APP, CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT BY TYPICAL HANDICAPPED DAZE BY SIGN DETAIL of 09 INDEX NO. BY 1 OF 1 ORIGINAL RECEIVED FEB 12 2010 PLANNING DEPARTMENT CITY OF CLEARWATER NOT FOR CONSTRUCTION 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 EB 9351 •- LC 2600212 F, `W W w z W } m Z O H a U W 0 H I--- TM Q f� — — Z IyW> C/) OZW Lu \ �t� 03 % �`.'%� w Go W 01 } NZ �J•� o F- �r,p� ¢ mW Z rn <c. W� = W m z w UJ /1111111 � a z m PROJECT M 731-08 ORGINAL DATE: 03.02.09 CHECKED BY: KEZ DRAWN BY: JVI SHEET NO. C7 of 10 F-I LO V) W _ W ° 0 Q Q o ° co di z LCD co Q 0° p 0 z0124 z Q ~ w W Z I- W ��w a (=n °o H �� Z ~ CO W 0 F, `W W w z W } m Z O H a U W 0 H I--- TM Q f� — — Z IyW> C/) OZW Lu \ �t� 03 % �`.'%� w Go W 01 } NZ �J•� o F- �r,p� ¢ mW Z rn <c. W� = W m z w UJ /1111111 � a z m PROJECT M 731-08 ORGINAL DATE: 03.02.09 CHECKED BY: KEZ DRAWN BY: JVI SHEET NO. C7 of 10 C1', co W _ W Q Q W ° 0 z 1- 4 zw Q W Q E-1 H 0 z0124 z Q ~ w r,2 H V W Z I- W It a (=n F, `W W w z W } m Z O H a U W 0 H I--- TM Q f� — — Z IyW> C/) OZW Lu \ �t� 03 % �`.'%� w Go W 01 } NZ �J•� o F- �r,p� ¢ mW Z rn <c. W� = W m z w UJ /1111111 � a z m PROJECT M 731-08 ORGINAL DATE: 03.02.09 CHECKED BY: KEZ DRAWN BY: JVI SHEET NO. C7 of 10 6,. 5' 6„ SOD (TYP) 6 "x6" WI 4x WI4 WWF SECTION AA 5' (MIN) 8. 2' _ ;�—#4 REBAR 4 �1 PROPOSED PAVEMENT L6 "x6" WI 4x W14 WWF (SEE DETAIL) s" NOTE: HAUCH FOOTING DIMENSIONS TYPICAL FOR PERIMETER SHOWN IN PLAN VIEW. SECTION BB R C SOD BOTTOM OF POND 3" 18" .. N d #4 REB — 6" 6" BOTTOM OF HAUNCH FOOTING CURBING SEE PAVING PLAN PLAN VIEW CONCRETE FLUME DETAIL N.T.S. CLEANOUT PLUG CHARLOTTE Pipe And Foundry Company Part No. 106 Or Equal Concrete Pad 8" Thick x 1' -6" Sq. 0 TWO —WAY CLEANOUT CHARLOTTE Pipe And FOL Part No. 448 Or Equal See NOTE For Traffic Bearing Cover. FEMALE ADAPTER CHARLOTTE Pipe And Foundry Company o,..+ nl,. IM n,. C ,,.I 0 NOTE: Cleanout Plug Cover To Be U.S. Foundry 7623 Or Equal. 3/04 R*W"d Par Utlitisa R.S.F. REV. DATE OESCRIPTIDN APP. L 1 Ebba Iron Megalug (Typ.) C Ebba Iron 1500 Series (Typ.) 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 Lateral - DETAIL Flow ` Tapped Flange Ball Valve �I 90' Brass Ell Resilient Seat OS & Y Valve Flanged Tee Flanged 90' Bend`s Brass Nipples 2" Backflow (Typ.) Preventer BYPASS DETAIL Tapped Flange Ball Valve 90' Brass Ell Approved Backflow Preventer * Plate Strainer Resilient Seat OS & Y Valve Flanged Tee Flanged 90' Bend o O 0 0 O Uniflange Meter Supports 12" M.J. 90' Bend M.J. 90' Bend Flow TYPICAL COMPOUND WATER METER SET 1. O 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 ENGINEERING DEPARTMENT APPROVED R.P. DEVICES * APPROVED DOUBLE —CHECK VALVES ENGINEERING BY STANDARD ATE Hersey —Beeco Model 6CM Hersey —Beeco Model No. 2 EDUVIN A 11 07 95 Ames 5000 SS Ames 2000 SS IIECKED BY CLEAN OUT INDIX NO. Watts Model 909 or 009 Watts Model 709 or 007 W.J.S. Sanitary 304 Conbraco 40200 Conbraco 40100 1 or 2 ON ALL TEES, A MINIMUM 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" BURY DEPTH, 150 PSI! TEST PRESSURE. 8" PVC MAXIMUM SIZE USED IN SYSTEM !, NOM. PIPE SIZE ELBOWS (deg.) AO VALVE TEES BRANCH DEAD END 11.25 122.50 45 LO LENGTH IN FEET L 4" 2 4 9 1 21 1 28 1 46 6" 3 6 12 29 47 65 8" 4 8 16 38 66 1 85 NOTE: THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE EBBA IRON MEGALUG RESTRAINERS. THRUST RESTRAINT BETWEEN PIPE JOINTS SHALL BE EBBA IRON 1500 SERIES RESTRAINERS. PVC PIPE THRUST RESTRAINING N.T.S. CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT Y PVC PIPE r THRUST IN RESTRAINING REV I DATE I DESCRIPTION I APP. Restraining Gasket (Typ.) � L Thrust Restraint (Typ.) ON ALL TEES, A MINIMUM OF 5' SHALL BE RESTRAINED ON EACH RUN LEG. L = MINIMUM LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTING (ft. = CONTACT ENGINEER FOR VALUES FIGURES BASED ON 30" BURY DEPTH, 150 PSI TEST PRESSURE FIGURES DON'T APPLY TO POLY WRAPPED PIPE PIPE ELBOWS (deg.) V EES DEAD SIZE 11.25122.501 45 1 10 BRANCH END LENGTH IN FEET i L 4" 2 3 1 7 17 18 30 6" 2 5 10 23 30 42 8" 3 6 12 30 42 54 12" 4 8 17 42 > 76 16" 5 10 22 53 * 97 20" 6 13 26 63 is 117 THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS: 1 OF 2 1. BEND — INLET AND OUTLET 2. TEE — ALL BRANCHES 3. OFFSETS — INLET AND OUTLET 4. CAPS 5. PLUGS 6. DEAD ENDS 7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS NOTE: THRUST RESTRAINT ON SLIPJOINT DUCTILE IRON PIPE SHALL BE U.S. PIPE FIELD LOCK GASKETS FOR TYTON JOINT PIPE or AMERICAN FAST —GRIP GASKETS FOR AMERICAN FASTITE PIPE. THRUST RESTRAINT ON DUCTILE IRON FITTINGS SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERS AND MECHANICAL JOINT FITTINGS. DUCTILE IRON PIPE THRUST RESTRAINING N.T.S. CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT REV I DATE I DESCRIPTION I APP. 2OF2 n.t.s. D.I. Pipe CITY OF CLEARWATER, FLI PUBLIC WORKS ADMINISTR ENGINEERING BY TYPICAL COMPOUNE �Y—1 WATER METER SET REV. I DATE I DESCRIPTION I APP. TYPICAL VALVE SETTING Adjustable Valve Box When Valve Occurs in Roadway, set Base on 10— Common Brick. Mech. Joint Valve n. t. s. c 'o cc ,o L > fD O I V (V O J` CL a� 0 Water Main Restraining Joint REV. I DATE I DESCRIPTION I APP. 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 ' EB 9351 - LC 2600212 E LO P4 w co ww� co W 0 1—I LO -I n� � W W O 0 co w . 02 94 THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS: 1 OF 2 1. BEND — INLET AND OUTLET 2. TEE — ALL BRANCHES 3. OFFSETS — INLET AND OUTLET 4. CAPS 5. PLUGS 6. DEAD ENDS 7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS NOTE: THRUST RESTRAINT ON SLIPJOINT DUCTILE IRON PIPE SHALL BE U.S. PIPE FIELD LOCK GASKETS FOR TYTON JOINT PIPE or AMERICAN FAST —GRIP GASKETS FOR AMERICAN FASTITE PIPE. THRUST RESTRAINT ON DUCTILE IRON FITTINGS SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERS AND MECHANICAL JOINT FITTINGS. DUCTILE IRON PIPE THRUST RESTRAINING N.T.S. CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT REV I DATE I DESCRIPTION I APP. 2OF2 n.t.s. D.I. Pipe CITY OF CLEARWATER, FLI PUBLIC WORKS ADMINISTR ENGINEERING BY TYPICAL COMPOUNE �Y—1 WATER METER SET REV. I DATE I DESCRIPTION I APP. TYPICAL VALVE SETTING Adjustable Valve Box When Valve Occurs in Roadway, set Base on 10— Common Brick. Mech. Joint Valve n. t. s. c 'o cc ,o L > fD O I V (V O J` CL a� 0 Water Main Restraining Joint REV. I DATE I DESCRIPTION I APP. 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 ' EB 9351 - LC 2600212 CITY OF CLEARWATER, FLORID PUBLIC WORKS ADMINISTRATION ENGINEERING E LO P4 w co ww� co W 0 1—I LO -I n� � W W O 0 co w . 02 94 INDEX 50. 3 Of 5 I-�-i H Q W W w � �D H V1 w ..L)oLO ' W U LO W Q CO W 0 CITY OF CLEARWATER, FLORID PUBLIC WORKS ADMINISTRATION ENGINEERING A 1.4 O `—I < I )N1D1x5 92 w U w I 402a z � I--� Q 1 OF 4 U U% z W w H O O w o: or x ORIGINAL RECEIVED FEB 12 2010 PLANNING DEPARTMENT CITY OF CLEARWATER NOT FOR CoNSTRUCTioN H w IQ H H E-i R RE m� z 0 P D_ U U W 0 0 0 z of W> — fA — OZtn 001 11 I I / / //� W •.,y W u. Z w % y�z tN 0 L Zz 'W tCj * ' > C9 C9 < Of Z N lui J �/111111� a o>_ zm PROJECT M 731.08 ORGINAL DATE: 03.02.09 CHECKED BY: KEZ DRAWN BY: JVI SHEET NO. C8 OF 10 W CO w co W 0 1—I -I z P PLI Q W Q ORIGINAL RECEIVED FEB 12 2010 PLANNING DEPARTMENT CITY OF CLEARWATER NOT FOR CoNSTRUCTioN H w IQ H H E-i R RE m� z 0 P D_ U U W 0 0 0 z of W> — fA — OZtn 001 11 I I / / //� W •.,y W u. Z w % y�z tN 0 L Zz 'W tCj * ' > C9 C9 < Of Z N lui J �/111111� a o>_ zm PROJECT M 731.08 ORGINAL DATE: 03.02.09 CHECKED BY: KEZ DRAWN BY: JVI SHEET NO. C8 OF 10 % "v T C rx"p y Bench m1w* 0 � 03 DISC C/ .3E 48 tv 0 r j " P E�1' 6 rs —P SIP 121 Rf. PTV SIP SP PTV 3 Tj" Flood Zone VE 17 SIM 3 Flood Zone AE 3 38 3 c5 c''. EL, 12 AE o Floo SID Tvk • 3C Y&' V& ' Zx 'W '5 '78, NO L' -7� CmL co C==== A PTV L4J PTV U) PARKING SPACES QZ ILI , C6 11 TJ -1A WIR W' 30 WT KpTv PTV SP' 20 3 w, sit; Iu 1 ;001 3 F 0 0 L. 12 ST. AUGUSTINE SOD (TYP.) 7 2A, PTV 6 PTV PTV y Al rk 'i Temporay Bench Ma ":c 6 .1.95 14 I r CU NEW RETENTION Flood 2 o., Of, CU .wmw vvi I J4 mi 1 5067000 -sv_ I - A L "7 j S0678 1w, j;j . ...... rwT'� 5 j E-j �45 v� b" c 2 czw., Pk N01 & DISC Z7 4.10 rw-f� PuY 8ench Mor* uu WR & DISC F1 J90 ST. AUGUSTINE SIP 3 is WR D � �O r 7 3 :-1, (V tr LANDSCAPE SOD (TYR) C O R O N A D 0 D R 6 PLANTER V ,5 ON 2e 'b BkRM WT 0 N A D 0 DR/ Vf- t '4 4,4 j "I" Vav1;--�/, j- ".Z4 FT' —I V. 6 PROPOSED PLANT LIST SYMBOL NO. SCIENTIFIC NAME COMMON NAME SIZE REQUIREMENTS TREES IX.- %4v 2 QUERCUS VIRGINIANA LIVE OAK 2.5- CAL. (10' HT. MIN.) DRAWN BY: WR 12 WASHINGTONIA ROBUSTA MEXICAN WASHINGTON PALM 1• -12' C.T.H. SP 27 SABAL PALMETTO CABBAGE PALM 10'-I2' C.T.H. 11001 9 COCCOLOBA UVIFERA SEAGRAPE 8' HT. MULTI-TRUNK SHRUBS 30 WT KpTv PTV SP' 20 3 w, sit; Iu 1 ;001 3 F 0 0 L. 12 ST. AUGUSTINE SOD (TYP.) 7 2A, PTV 6 PTV PTV y Al rk 'i Temporay Bench Ma ":c 6 .1.95 14 I r CU NEW RETENTION Flood 2 o., Of, CU .wmw vvi I J4 mi 1 5067000 -sv_ I - A L "7 j S0678 1w, j;j . ...... rwT'� 5 j E-j �45 v� b" c 2 czw., Pk N01 & DISC Z7 4.10 rw-f� PuY 8ench Mor* uu WR & DISC F1 J90 ST. AUGUSTINE SIP 3 is WR D � �O r 7 3 :-1, (V tr LANDSCAPE SOD (TYR) C O R O N A D 0 D R 6 PLANTER V ,5 ON 2e 'b BkRM WT 0 N A D 0 DR/ Vf- t '4 4,4 j "I" Vav1;--�/, j- ".Z4 FT' —I V. 6 PROPOSED PLANT LIST SYMBOL NO. SCIENTIFIC NAME COMMON NAME SIZE REQUIREMENTS TREES IX.- ORIGINAL RECEIVED FEB 12 2010' PLANNING DEPARTMENT CITY OF CLEARWATER NOT FOR r-nK1QTP1 lr%TlnKi 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 WWW.KE1THZAYAC.00M EB 9351 - LC 2600212 %4v 2 QUERCUS VIRGINIANA LIVE OAK 2.5- CAL. (10' HT. MIN.) DRAWN BY: WR 12 WASHINGTONIA ROBUSTA MEXICAN WASHINGTON PALM 1• -12' C.T.H. SP 27 SABAL PALMETTO CABBAGE PALM 10'-I2' C.T.H. CU 9 COCCOLOBA UVIFERA SEAGRAPE 8' HT. MULTI-TRUNK SHRUBS LO RI 175 RAPHIOLEPIS INDICA INDIA HAWTHORN 3 GAL. (24' O.C. SPACING) PTV 231 PITTOSPORUM TOBIRA VARIG.' VARIGATED PITTOSPORUM 3 GAL., Z HT., 24" D.C. SPACING NO 30 NERIUM OLEANDER PETITE SALMON DWARF OLEANDER 3 GAL., Z HT., 24' O.C. SPACING GROUNDCOVER AD TJ 280 TRACHELOPERMUM JASMINOIDES 'MINIMN DWARF CONFEDERATE JASMINE I GAL., 30' O.C. SPACING wr 302 WEDELIA TRILOBATA WEDELIA 1 GAL., 12" O.C. SPACING ORIGINAL RECEIVED FEB 12 2010' PLANNING DEPARTMENT CITY OF CLEARWATER NOT FOR r-nK1QTP1 lr%TlnKi 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 WWW.KE1THZAYAC.00M EB 9351 - LC 2600212 00111111/o/ 0 N 0 LL Ix 0 LU z < LO W LU z law -Aso 0 Of Fn z Z uj ' / /�� / / /�1 IiIRO�``, Z Lu =) LL 5 z im PROJECT #: 731-08 ORGINAL DATE: E--4 CHECKED BY: LO DRAWN BY: I ivi X 0 • 0 co E-4 0 CO LID LO co co 0 0 AD C:) C j 0 LO U LO 0 LO z 0 cr) 04 • r—i �=4 00111111/o/ 0 N 0 LL Ix 0 LU z < LO W LU z law -Aso 0 Of Fn z Z uj ' / /�� / / /�1 IiIRO�``, Z Lu =) LL 5 z im PROJECT #: 731-08 ORGINAL DATE: 03.02.09 CHECKED BY: KEZ DRAWN BY: I ivi • CO co • C:) z • �=4 • 0 w 0 • • • 00111111/o/ 0 N 0 LL Ix 0 LU z < LO W LU z law -Aso 0 Of Fn z Z uj ' / /�� / / /�1 IiIRO�``, Z Lu =) LL 5 z im PROJECT #: 731-08 ORGINAL DATE: 03.02.09 CHECKED BY: KEZ DRAWN BY: I ivi SHEET NO. C9 OF 10 CIVIL ENGINEERING SPREAD LANDSCAPE ARCHITECTURE PLANNING NOTES: PLANT INSTALLATION & 1. ALL WOOD SHALL BE SPRUCE OR PINE -NOT PRESSURE TREATED. MAINTENANCE STANDARDS 2. CROSS TIES SHALL NOT CROSS OVER WOODY ROOTS. C1 3. REMOVE ALL STRING & /OR WIRE WRAPPED AROUND TRUNK. (A) INSTALLATION. PLANT MATERIALS MUST BE INSTALLED IN SOIL CONDITIONS 4. REMOVE ALL STRAPS, ROPES, WIRE, & /OR STRINGS USED TO LIFT THE ROOTBALL. QC} JAY THAT ARE CONDUCIVE TO THE PROPER GROWTH OF THE PLANT MATERIAL. LIMEROCK 5. REMOVE ALL BURLAP & /OR WIRE FROM THE TOP,OF THE ROOT BALL. Cla LOCATED WITHIN PLANTING AREAS MUST BE REMOVED AND REPLACED WITH NATIVE OR 6. TOP OF ROOTBALL TO BE SET 2" BELOW FINISH SURROUNDING FINISH GRADE. GROWING QUALITY SOIL BEFORE PLANTING. 4 A PLANT'S GROWTH HABIT MUST BE CONSIDERED IN ADVANCE OF CONFLICTS THAT (� KEITH Z A Y A C & MIGHT BE CREATED (E.G. VIEWS, SIGNAGE, OVERHEAD POWER LINES, LIGHTING, HEIGHT ASSOCIATES CIRCULATION). TREES MAY NOT BE PLACED WHERE THEY INTERFERE WITH SITE DRAINAGE, SUBSURFACE UTILITIES, OR OVERHEAD UTILITY LINES, OR WHERE THEY INC. WILL REQUIRE FREQUENT PRUNING IN ORDER TO AVOID INTERFERENCE WITH OVERHEAD POWER LINES. ALL LANDSCAPE MATERIALS MUST BE INSTALLED IN A RECOGNIZED HORTICULTURAL MULCH 3" FROM TRUNK ( 7 2 7 ) 7 9 3- 9 8 8 8 MULCH 3" DEPTH CORRECT MANNER. AT A MINIMUM, THE FOLLOWING INSTALLATION REQUIREMENTS MUST BE MET: TILLED AND LOOSENED 701 AFETY ENTERPRISE HARBOR, FL 34695 404 (1) ALL LANDSCAPE AREAS MUST BE MULCHED WITH 3 OR MORE UNLESS 2"X2"X4 STAKE NATIVE SOIL BACKFILL VEGETATIVE COVER IS ALREADY ESTABLISHED. -� 2 "X2 "X4' CROSS MEMBER— FERTILIZER TABLETS AS SPECIFIED. PLACE (2) • TREES AND SHRUBS USED IN BUFFERS MUST BE PLANTED IN A MINIMUM UNIFORMLY AROUND W W W . K E 1 T H ZA YA C . C O M —` ROOT MASS BETWEEN - WIDTH AREA OF 8'x8' IN SIZE OR 100 SF IN SIZE. MIDDLE AND BOTTOM E8 9351 LC 2600212 I ..,.. > :.:.:.; - (3) ALL LANDSCAPED AREAS MUST BE PROVIDED PROTECTION FROM OF ROOT MASS. ``" �x <. "A:' -: " ENCROACHMENT BY ANY TYPE OF VEHICLE. 2 "X2 "X4' CROSS MEMBER O h — 'i;: UNDISTURBED SOIL 18 "MIN. ROOTBALL .,t,..•? — 2 -2 "X4" STAKE W/ F-a L0 (4) ALL REQUIRED PLANS USED IN BUFFERS AND LANDSCAPING MUST BE TILLED AND LOOSENED — •- �— — " INSTALLED USING XERISCAPE PRINCIPLES. XERISCAPE PRINCIPLES INCLUDE WATER NATIVE SOIL BACKFILL NTO UNDISTURBED18 O CONSERVATION THROUGH DROUGHT - TOLERANT LANDSCAPING, THE USE OF ►� O APPROPRIATE PLANT MATERIAL, MULCHING, AND THE REDUCTION OF TURF AREAS. i� SOIL w W n 2 -2.5 "DRYWALL SCREWS 2 "X2 "X4' STAKE 3 TO 5 TIMES THE WIDTH � [~-1 O LO (5) UTILITY OR DRAINAGE EASEMENTS MAY OVERLAP REQUIRED BUFFERS; OF THE ROOTBALL (� U HOWEVER, NO BUFFER TREES OR SHRUBS MAY BE LOCATED IN ANY UTILITY lO _ 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 TREE P a MAY BE USED DIRECTLY ADJACENT TO AN OVERHEAD LINE. VARIANCES OR DEVIATIONS PLANTING N G D ETA__ I L O co FROM THE REQUIREMENTS OF THIS SUBSECTION ARE PROHIBITED, EXCEPT WHEN N.T.S. INCLUDED IN AN APPROVED ALTERNATE LANDSCAPE BETTERMENT PLAN. I-,-I W Q (6) 20'x20' CLEAR ZONE SIGHT DISTANCE TRIANGLES AT INTERSECTIONS AND W H w VEHICLE WHERE A WAY IN RIGHT-OF-WAY OR WHEN PROPERTY ABUTS I TER ECTIONOFTWO OR MORE RIGHTS-OF-WAY, A Q wwII I�� MINIMUM SAFE SIGHT DISTANCE TRIANGULAR AREA MUST BE ESTABLISHED. WITHIN THIS AREA, VEGETATION MUST BE PLANTED AND MAINTAINED IN A WAY THAT PROVIDES 0 LO UNOBSTRUCTED VISIBILITY AT A LEVEL BETWEEN 30 INCHES AND EIGHT FEET ABOVE THE CROWN OF THE ADJACENT ROADWAY. LANDSCAPING MUST BE LOCATED IN Iii W U LO O ACCORDANCE WITH THE ROADSIDE RECOVERY AREA PROVISIONS OF THE STATE OF Q , LO C) FLORIDA DEPARTMENT OF TRANSPORTATION'S MANUAL OF UNIFORM MINIMUM H CO STANDARDS FOR DESIGN, CONSTRUCTION, AND MAINTENANCE OF STREETS AND HIGHWAYS (FDOT GREEN BOOK) WHERE APPROPRIATE. O (B) MAINTENANCE OF LANDSCAPING. THE OWNER IS RESPONSIBLE FOR HURRICANE CUT OR FULL HEAD BASE OF LEAF BUD SEE SPECIFICATIONS MAINTAINING THE REQUIRED LANDSCAPING IN A HEALTHY AND VIGOROUS CONDITION AT ALL TIMES. TREE AND PALM STAKING MUST BE REMOVED WITHIN 12 MONTHS NOTE: BUD SHALL BE PERPENDICULAR AFTER INSTALLATION. ALL LANDSCAPES MUST BE KEPT FREE OF REFUSE, DEBRIS, BASE OF HEART /NUT OF PALM DISEASE, PESTS, AND WEEDS. ONGOING MAINTENANCE TO PROHIBIT THE TO GROUND PLANE. TRUNK SHALL BE ESTABLISHMENT OF PROHIBITED INVASIVE EXOTIC SPECIES IS REQUIRED. STRAIGHT AND WITHOUT CURVES. �.. �- NO SCARRED OR BLACKENED TRUNKS. (C) PRUNING. VEGETATION REQUIRED BY THIS CODE MAY ONLY BE PRUNED TO = PROMOTE HEALTHY, UNIFORM, NATURAL GROWTH OF THE VEGETATION (EXCEPT WHERE W BURLAP TO PROTECT TREE- - NECESSARY TO PROMOTE HEALTH, SAFETY, AND WELFARE) AND BE IN ACCORDANCE = MINIMUM 5 LAYERS w CO WITH "PRUNING STANDARDS (REVISED 1988)" OF THE NATIONAL ARBORIST z 2 NON -SLIP METAL COLLARS a ASSOCIATION. TREES MUST NOT BE SEVERELY PRUNED TO PERMANENTLY MAINTAIN W ►---► GROWTH AT A REDUCED HEIGHT OR SPREAD. PRUNING MUST NOT INTERFERE WITH LL_ (6) 2 X 4 WOODEN STRIPS OVER BURLAP IYi �.' < i THE DESIGN INTENT OF THE ORIGINAL INSTALLATION. SEVERELY PRUNED TREES MUST O Y Q E—i a z 6" SOIL SAUCER TO HOLD WATER Q W BE REPLACED BY THE PROPERTY OWNER. A PLANT'S GROWTH HABIT MUST BE � Q CONSIDERED IN ADVANCE OF CONFLICTS WHICH MIGHT ARISE (I.E. VIEWS, SIGNAGE, PLANT PALM 0" TO 2" ABOVE GRADE W O OVERHEAD POWER LINES, LIGHTING, CIRCULATION, SIDEWALKS, BUILDINGS, AND w SIMILAR CONFLICTS). = c 3" MULCH, REFER TO SPECIFICATIONS Q O Ld (3) 2 X 4 BRACES NAILED TO 2 X 4 Z �+ _ WOODEN STRIPS Z Z LANDSCAPE NOTES: - 11- _- IIIII= =III - = 2" X 4" X 3' STAKE 1. TREES, SHRUBS, AND GROUND COVERS SHALL CONFORM TO FLORIDA NO.1 QUALITY, OR BETTER, FINISH GRADE J 111111 I I— Eau + IIII =III I 1111- IIIII 0 AS DEFINED IN GRADES AND STANDARDS FOR NURSERY PLANTS, VOLUME I AND 11, FLORIDA — * TTI= IIII= IIIII�IITI= U� DEPARTMENT OF AGRICULTURE. III _ ,#, _ NATIVE SOIL BACKFILL OR AMENDED SOIL O W Q 2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION. ROOT BALL III 7F 1 _ AS REQUIRED BY SOIL ANALYSIS E-i 3. CONTRACTOR SHALL ENSURE THAT ALL TREES ARE MAINTAINED STRAIGHT AND PLUMB =IIIII 1111= Q <4 Z THROUGHOUT THE GUARANTEE PERIOD, RECEIVING HOLE SHALL BE IIIII II — COMPACTED SOIL TO PREVENT SETTLING 4. SOD SHALL BE LAID WITHIN 72 HOURS OF BEING CUT. THE SOD SHALL BE CLEAN AND FREE APPROXIMATELY 2' LARGER THAN = IIIII II�11° IIIII =II�I1 ■ O z O 04 OF WEEDS AND NOXIOUS PESTS OR DISEASES. ROOT BALL DIAMETER III =11111 Ii111- EXISTING SUBGRADE o .—I 5. PLANT BEDS SHALL BE DRESSED WITH A 3" LAYER OF SHREDDED CYPRESS MULCH. NOTE: STAKING &GUYING REQUIRED FOR PALMS, IF NECESSARY, OR AS DIRECTED BY THE LANDSCAPE ARCHITECT. W o W w 6. PLANTS SHALL MEET SIZE, CONTAINER, AND SPACING SPECIFICATIONS. ANY MATERIAL NOT a MEETING SPECIFICATIONS SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. PALM TREE PLANTING AND DETAIL U Z 7. TREES PROPOSED FOR INSTALLATION MUST NOT CONFLICT WITH UTILITY LINES, _ v v STRUCTURES, EASEMENTS, OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE EVENT OF N.T.S. SYSTEM FAILURE. a a W 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 n 2 M m 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 S 21 Z1 PREAD U-1 Ed plantings, will be designed and installed by the Contractor. Z 0 2. The Proposed Irrigation System must meet or exceed all City of Clearwater code i�a requirements. (i.e., Back Flow Prevention, Automatic Rain Shutoff Device, etc... j� a 3. Irrigation shop drawings must be submitted and approved by the City of Clearwater prior C1 v to the development order. �Y o. o 4. Irrigation system must be inspected and accepted by City of Clearwater Inspector Pa CQ (� 'P=� / °> �� 5� ?' ALL SHRUBS /GROUNDCOVER prior to installation of mulch. Irrigation must provide 100% coverage �`�< J TO BE TRIANGULAR SPACING. and include a rain sensor and timer. SEE PLANT LIST FOR (O.C.) SPACING. 5. Irrigation as -built drawings, which accurately and clearly identify all modifications HEIGHT CS a V __� �� r� ,`/f w & /or substitutions, must be submitted prior to final inspection and acceptance. 4 Q MULCH 3 FROM STEMS y ✓ IV( e� ❑ 6. The Landscape Contractor must coordinate the placement and power supply for the -�� '-� L M +15 irrigation control timer with the General Contractor. g 3 MULCH LAYER Z 7. The following irrigation system components will be utilized, per each manufacturers' specifications. s a s s it W> — U) — O Z W Toro- Netafim TechLine Self Cleaning, Pressu re- Compensating Emitter Line / // // // // ��. �� °" '° ••'`��" HARDIE - Raindial 6 Station Outdoor Control Timer \ \\ j \\ j `,�� r) �� w APR 1 Electric V 18 MIN. SETBACK Richdale - 214 alve \ \� \ \� \ \� \ \� c`'�c' •, r \� \ \� \ \ \ \ / \\ w 2✓ 4 "' �1�� & GROU DCO FOR SHRUBS `�\ \\ *___��i�i o N VERS " // // // �.;;•. \\\\ PREPARED PLANTING SOIL �= �,c0 m Amtec - 10 Round Valve Box. \ \ / \ \ / \ \ / \ \/ ' ' - •r, i W / \ / / \ / / \ \ / ../ •% .,/ / / / / / / / \ / \ / / \ //\ :iii u s • - "c 8. Irrigation system shall be designed to comply with The City of Clearwater's / \ \ / \ \ / \ \/ / \ \ / \ \ / \ \ / \ \ / \ \ / \ \ / \\ \ \ / \\ / \ \/ s Landscape and Irrigation Ordinances. _ ;� N O O• �••� m w P 9 \ / \ \ / \/\ \ \/ Z 0 C3 J•u Q 0. _ wZ EXISTING UNDISTURBED SOIL 24" O.C. SPACING BACK OF CURB / Z ,%• D 20 3 TO 5 TIMES WIDTH BED LINE — u� FERTILIZER TABLETS AS /Z, �,,— ��C�y�` w o OF ROOTBALL SPECIFIED. PLACE UNIFORMLY PLANT SPACING DETAIL (SECTION) ��/////1 SHRUB & GROUNDCOVER PLANTING DETAIL_ AROUND ROOT MASS N.T.S. ORIGINAL 111 Z m N.T.S. BETWEEN MIDDLE AND RECEMID BOTTOM OF ROOT MASS (� PROJECTM 731-08 FEB 1 2010 1 ORGINAL DATE: 03.02.09 PLANNING DEPARTMENT CHECKED BY: KEZ CITY OF CLEARWATER DRAWN BY: JVI SHEET NO. NOT FOR C10 OF 10 CONSTRUCTION 30' -111" 7' -1 95' -2" C: \Documents and Settings \William F. Mills II \My Documents \PROJECTS \2008 \0808 PORT VIEW\0808 AF 1 2/10/2010 1:33 PM ("7�w:7 REVISIONS: CLOUDED \ :7 11' -104" 1 8' -1 4* to 1 0 1 O 1 N E'11�1 1l roc W no- > W x — mon w CC no z w Z 0 no no o CC 0 0 �' Floriclet License " AR — ®006749 NCARS 50428 ° UL Comma 0808 Scala vw-r-w w Q a (D � � o � a 00 �' Floriclet License " AR — ®006749 NCARS 50428 ° UL Comma 0808 Scala vw-r-w METAL ROOF 100' ABOVE FLOOD PLANE - - - - - - - - - - - - - - - - - ___r ft-�- - -- - - - - - - - - I in rn il co GLASS RAILING FASCIA =rte:; =oeMEM FASCIA -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- _ 100' ABOVE ot x r� I 00 I o rn � I _ i b, in I 1 v, -I L- OPENi TYP _ WEST EXEV /�TIOON PTAC A/C in co R_ 1 TOP OF PARAPET I - r- r, I io I co 10th FLOOR - HOTEL 15 UNITS (108) SEMI CIRCULAR COLUMN tO v, 9th FLOOR - HOTEL 18 UNITS (93) USTOREFRONT 8th FLOOR - HOTEL 20 UNITS mm% �13 FLAT CONCRETE COLUMN 7th FLOOR - HOTEL 20 UNITS 6th FLOOR - HOTEL 20 UNITS 5th FLOOR - HOTEL 15 UNITS (1 4th FLOOR - PARKING � 25 SPACES 3rd FLOOR - PARKING >23 SPACES is I o� a co I bi I CONCRETE PANEL _ o I 2nd FLOOR - PARKING O23 SPACES (45o) OD PLAN 13'- o I , a, 22 SPACES (22) OOR 5.25' 1st FLOOR - PARKING h ip C: \Documents and Settings \William F. Mills II \My Documents \PROJECTS \2008 \0808 PORT VIEW \0808 AE 1 A 2/10/2010 1:36 PM REVISIONS: CLOUDED PLANE FINISHES - COLORS A CONCRETE /MASONRY WALL WITH CEMENTITIOUS FINISH PAINTED WITH "SHERWIN WILLIAM" 'HEARTS OF PALM LRV 54 %' "SW 6415" A CONCRETE WALL PANELS WITH CEMENTITIOUS FINISH PAINTED WITH "SHERWIN WILLIAMS" 'HEARTS OF PALM LRV 54%' "SW 6415" STRUCTURAL RETANGULAR PORTION OF B CONCRETE COLUMN WITH CEMENTAOUS FINISH PAINTED WITH "SHERWIN WILLIAMS" 'RICE PADDY LRV 67 %' "SW 6414" FLAT CEMENT ROOF TILES FINISH PAINTED WITH "SHERWIN WILLIAMS" 'RICE PADDY LRV 67 %' "SW 6414" SEMICIRCULAR PORTION COLUMN WITH CEMENTITIOUS FINISH PAINTED WITH "SHERWIN WILLIAMS" 'ANTIQUE WHITE' " l to 0 1 �j o i� UL rn i� =O d � w o, per- � no ror co 0 w a co I bi I CONCRETE PANEL _ o I 2nd FLOOR - PARKING O23 SPACES (45o) OD PLAN 13'- o I , a, 22 SPACES (22) OOR 5.25' 1st FLOOR - PARKING h ip C: \Documents and Settings \William F. Mills II \My Documents \PROJECTS \2008 \0808 PORT VIEW \0808 AE 1 A 2/10/2010 1:36 PM REVISIONS: CLOUDED PLANE FINISHES - COLORS A CONCRETE /MASONRY WALL WITH CEMENTITIOUS FINISH PAINTED WITH "SHERWIN WILLIAM" 'HEARTS OF PALM LRV 54 %' "SW 6415" A CONCRETE WALL PANELS WITH CEMENTITIOUS FINISH PAINTED WITH "SHERWIN WILLIAMS" 'HEARTS OF PALM LRV 54%' "SW 6415" STRUCTURAL RETANGULAR PORTION OF B CONCRETE COLUMN WITH CEMENTAOUS FINISH PAINTED WITH "SHERWIN WILLIAMS" 'RICE PADDY LRV 67 %' "SW 6414" FLAT CEMENT ROOF TILES FINISH PAINTED WITH "SHERWIN WILLIAMS" 'RICE PADDY LRV 67 %' "SW 6414" SEMICIRCULAR PORTION COLUMN WITH CEMENTITIOUS FINISH PAINTED WITH "SHERWIN WILLIAMS" 'ANTIQUE WHITE' " l to LRV 74% SW 6119 N 00 FASCIA Q CEMENTITIOUS FINISH PAINTED WITH S� "SHERWIN WILLIAMS" 'ANTIQUE WHITE' w a n "LRV 74 %' SW 6119" v � ALUMINUM FRAME AND IMPACT RESISTANT D LIGHT GREEN TINTED GLASS STOREFRONT 0 �In SYSTEM, COLOR TO MATCH "SHERWIN �J WILLIAMS" 'EXTRA WHITE LRV 85 %' "SW 7006" -J PTAC AIR CONDITIONING UNIT WITH EXTRUDED moll ALUMINUM GRILLE WITH COLOR TO MATCH o STOREFRONT FINISH. Z 42 INCH HIGH ALUMINUM GUARDRAIL WITH 0 D COLOR TO MATCH "SHERWIN WILLIAMS" 'EXTRA WHITE LRV 85 %' "SW 7006" 4 tuL_ O STANDING SEAM METAL ROOFING WITH COLOR w D MATCHING "SHERWIN WILLIAMS" 'EXTRA WHITE p ° nQ _I u- LRV 85 %' "SW 7006" UL Z STAINLESS STEEL AND CLEAR GLASS 42" :2 Q `=` =' HIGH GUARDRAIL AT ROOF DECK ��nn V� T < W -- OPENING INTO PARKING STRUCTURE �I 0 BUILDING FINISHES (PERCENTAGES) z GROSS SURFACE 15,000 SF +- BASIC WALL AND OPEN 3,750 SF +- GLASS AND ARCHITECTURAL ELEMENTS 11,250 SF +- O GLASS /ELEMENTS PERCENT 75% ORIGINAL RECEIVED > Potk License ? AR - 0006749 FEB �' 2010' �( NCAM 50428 DE 5.0 PLANNING DEPARTMENT Coffv tL# OV8 CITY OF CLEARWATER scaw vw -1' -0' SCALE: 11/8"4-0" mo UL mo d � w X per- � no ror z z 0 w e no< >= <- 3�-- < no Z o -j roc W 0 0 LRV 74% SW 6119 N 00 FASCIA Q CEMENTITIOUS FINISH PAINTED WITH S� "SHERWIN WILLIAMS" 'ANTIQUE WHITE' w a n "LRV 74 %' SW 6119" v � ALUMINUM FRAME AND IMPACT RESISTANT D LIGHT GREEN TINTED GLASS STOREFRONT 0 �In SYSTEM, COLOR TO MATCH "SHERWIN �J WILLIAMS" 'EXTRA WHITE LRV 85 %' "SW 7006" -J PTAC AIR CONDITIONING UNIT WITH EXTRUDED moll ALUMINUM GRILLE WITH COLOR TO MATCH o STOREFRONT FINISH. Z 42 INCH HIGH ALUMINUM GUARDRAIL WITH 0 D COLOR TO MATCH "SHERWIN WILLIAMS" 'EXTRA WHITE LRV 85 %' "SW 7006" 4 tuL_ O STANDING SEAM METAL ROOFING WITH COLOR w D MATCHING "SHERWIN WILLIAMS" 'EXTRA WHITE p ° nQ _I u- LRV 85 %' "SW 7006" UL Z STAINLESS STEEL AND CLEAR GLASS 42" :2 Q `=` =' HIGH GUARDRAIL AT ROOF DECK ��nn V� T < W -- OPENING INTO PARKING STRUCTURE �I 0 BUILDING FINISHES (PERCENTAGES) z GROSS SURFACE 15,000 SF +- BASIC WALL AND OPEN 3,750 SF +- GLASS AND ARCHITECTURAL ELEMENTS 11,250 SF +- O GLASS /ELEMENTS PERCENT 75% ORIGINAL RECEIVED > Potk License ? AR - 0006749 FEB �' 2010' �( NCAM 50428 DE 5.0 PLANNING DEPARTMENT Coffv tL# OV8 CITY OF CLEARWATER scaw vw -1' -0' SCALE: 11/8"4-0" C: \Documents and Settings \William F. Mills II \My Documents \PROJECTS \2008 \0808 PORT VIEW\HAMPTON INN\ 6/21/2010 4:59 PM RECEIVED REVISIONS: CLOUDED NM4TH JUL 01 2610 F .9 1 E D C .9 B .9 CITY OFCLEARWATEER� Al 30' -11 7' -1 �» 95' -2 11' 10 }" 8' -10N Zoning Approved j CITY OF CLEARWATER P NING EP . BY 0 o DAT D CLOSET C40 .141 18'-Om 4 i0 0 DUM STER N s W p W w � CV C I Q C9 N O e U 1 4. a , 4 A-11 1 R R 0 4. �' 4® A UL 4. C31)3.9 i~ fr C37) PA J N 2 U_ o J no mo 0 00 18' -0" (�� Iuu� C32) `�' norr n' Q 3.1 31 O C34 4" PAINTED STRIP TYPICAL (0 rd 00 � W Q 2 6" x-61" 9'-7j" 9' -8 9' -7j" 9' -7 " 9 —7j' 9-48 9' -7 " 4 9' -104" 6' -0" W -104" I , s y N TES: (OO :; : ' �r :.• • M NS RI ING I EVEI S AS U M Y BE NECESSAY TO ASSIST MOTORISTS EXITING PARKING S Q � � 4" PAINTED C NTER NE STRIP o o S ACES. �uul 0 CM a 04 c°DV A ESSIBILITY SIGNS WILL BE MOU TED ON WHERE POSSIBLE. PARKING SP ACES N , VETICAL CLEAR HEIGHT WITHIN THE PARKING LEVELS SHALL O B A MINIMUM OF 7' -0 ", DRIVE AND ACCESSIBLE PARKING S ACES SHALL MAINTAINE 8' -2" MINIMUM CLEAR HEIGHT. ❑ �� j o CDC ❑ 00 60_8N 14' -6" ' =4 9' -0" ' -0" 9' -0" -4 9' -0" 9' =0" ' -0" ' =4 12' -01" 16' -7r 8' -3" o o + 0 n s a . 2.1 T 2.1 7 (C —IC 0 r . nI • J J - • .w J J - I U V U U UL Z I m - 4 I LOBBY LOBB l 's _ _"i' _ U. . I U Of a a a a O • n � � v I �O _�_ __ w (n w o BICYCLES r00 ow w ° ° 4 oo Q Q z ONE WAY z z z z z �I ENTRANCE DRIVE 0- a a a 0 I W W xd d O STRU RAL COLUMNS • 4 • i. ,.t•• :•s- . a. .a: • i •� . . . . ill t e T, s . R. '3 i 1 I i I I I I CAN ROOF ABOV . i 11' -2" 6' -10" 4'0 HIGH WALL L- - - - - -- - - - - - -- ------------- - - - - -- ------- - - - - -- - - ----------- - - - - -- -- - --� ; �J)��J /F�l�orida L�ice�JnwsAe go—on 24' -101" 11 -1 t �" 0 92'-9" 8' -10" 15' -9" � ppp $Cdi� 3,/16' -1'-0' 111110 0808 154 -2" ts_ �_ w #� @�� ao I 181 -0" Q3 4" PAINTED STRIP TYPICAL 5 '61 M AV - — -mm M-Wr 1 0 i (V 4 r v a -6f 9'— 14' -6" ' i m 23 PARKINIG SPACES � -o" _ d4f 9' -7j" " PAINTED •� J U_ a z a DOWN 7j" 9' =0" O O (0 00 -4mcl a■■ R N t N J DN J U_ U_ a o I a �- o z a a a • 23 PARKINIG SPACES � -o" _ d4f 9' -7j" " PAINTED •� J U_ a z a DOWN 7j" 9' =0" O O (0 00 -4mcl a■■ R N t N J DN UP U_ a o I �- o z a a DOWN 7j" 9' =0" O O (0 00 -4mcl a■■ R N t N J DN UP U_ a o -4mcl a■■ R N t N J DN UP U_ a o I �- o z a a 12' -0l" O�J 101M C: \Documents and Settings \William F. Mills II \My Documents \PROJECTS \2008 \0808 PORT VIEW \HAMPTON INN\ 5/5/2010 1:50 PM REVISIONS: CLOUDED NORTH 5/5/2010 1 :50 PM RECEIVED A7 A 2UL 01 2010 PWNNING DEPARTMEN-i CITY OF CLEARWATE,,T GENERATOR 15' -6" 0 _t CANOPY ROOF i IT � � � �' �' I � � 40 12' -0" 9' -4r METER 1 MAIN S6ALE: 3/96' =1' -o' ai Q CD 0 0 - 3.9 UL W Q m ror 00 z n 4n z O w 3 ZnQ g .4 C•_ � o ILA 3.® v ��w Qom o� 0C\\B Vv ❑ O lug-. A� ❑ O0 o o Z d (n ®o _j roc o �w_j ucno tub, Z on- w �cJO°� O �J 0 U too DN UP CANOPY ROOF i IT � � � �' �' I � � 40 12' -0" 9' -4r METER 1 MAIN S6ALE: 3/96' =1' -o' ai Q CD 0 0 - 3.9 UL W Q m ror 00 z n 4n z O w 3 ZnQ g .4 C•_ � o ILA 3.® v ��w Qom o� 0C\\B Vv ❑ O lug-. A� ❑ O0 o o Z d (n ®o _j roc o �w_j ucno tub, Z on- w �cJO°� O �J 0 U too C: \Documents and Settings \William F. Mills II \My Documents \PROJECTS \2008 \0808 PORT VIEW\HAMPTON INN\ 5/5/2010 1:49 PM REVISIONS: CLOUDED RECEIVED 11 if n i grin SCALE: 3/16' =T-®" JI UL moo a o Q °tea �Uoo roc o 0 W�, z a ouL LE no W Cp. �o • C-1� 0 UL 0 A' ..�. .. W< >W ror M z no ror Z 0 W C===== z no 0 13� �- Z O CC rOL- � < 0 moo a o Q °tea �Uoo roc o 0 W�, z a ouL LE no W Cp. �o • C-1� 0 UL 0 A' ..�. .. C: \Documents and Settings \William F. Mills II \My Documents \PROJECTS \2008 \0808 PORT VIEW\HAMPTON INN\ 5/5/2010 1:49 PM REVISIONS: CLOUDED RECEIVED JUL 01 2010 SCALE: 3/1614-0" l*', D roc 0 UL C== - === Z < (000 -j w roc z roc 0 MM w _j rac N� 8 0 -A UL Z U W< CM >W oo Z no Fo C Z o W �=- 00 zo o< �- Z �oQ W QoW zUU C== - === Z < (000 -j w roc z roc 0 MM w _j rac N� 8 0 -A UL 00 CM co ow O � -J � 0 00 C== - === Z < (000 -j w roc z roc 0 MM w _j rac N� 8 0 -A UL T ELEVATION 'B' 1 r-------------- -------------------- - - - - -- r�- - -� L - - -- A- - - - - -- ---- - - - --I ELEVATION 'A' 1ALF CIRCLE COLUMN C: \Documents and Settings \>Mlliam F. Mills 11 \My Documents \PROJECTS \2008 \0808 PORT VIEW \HAMPTON INN \0808 AF 5 Hampton -----------------0Y--------- ----------- -------- ---------- 8/10/2010 4:25 PM REVISIONS: CLOUDED iilc� 1 12010 PLANNING DEPARTMENT CITY OF CLEARWATER SE �jTjT • 1 •. mw-r—w U W W cU == J7 > W U o �o roc CD z o W z Da Q�� -- z �o� C W �t O.J zUU SE �jTjT • 1 •. mw-r—w W cU == J7 U o �o roc Q�� . wrens SE �jTjT • 1 •. mw-r—w rL - --�� ----- ------------------------- - - - - -- rL - -,-� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -.1.- - - - -1 - - - - - - - - - - - - - - - - - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - PAR MG LEVEL and RAMP BELOW FA C: \Documents and Settings \William F. Mills II \My Documents \PROJECTS \2008 \0808 PORT VIEW \HAMPTON INN \0808 AF 6 Hampton .----- - - - - -- f J / ---/ R1� 010A. LWIM! ----- - - - - -- --- - - - - -- r I I I I E,J I 1 I I I I 1 I I 1 I I I 1 I 1 I 1 I I 1 1 SCALE: 3/16 " =T -0'" 8/10/2010 4:45 PM REVISIONS: CLOUDED ORIGINAL RECEIVED AUG 112010 PLANNING DEPARTMENT CITY OF CLEARWATER PIS, 'C oo OX o 0 C43 -A,< -J W ° o0 �— o � o Z 0 < o0 U) roc i cc 0 ( w_J roc °nUL 0z 0:2 w LL 0 -(c -j o� o- o< �c0 Fbrida License AR - 0006749 Comm# 08®8 SCSJ& 3AW -r-W Z U W Q > W zn� Z © W �. zOQ OOH: -Z oL 0 roc W Q 0 W moo oo OX o 0 C43 -A,< -J W ° o0 �— o � o Z 0 < o0 U) roc i cc 0 ( w_J roc °nUL 0z 0:2 w LL 0 -(c -j o� o- o< �c0 Fbrida License AR - 0006749 Comm# 08®8 SCSJ& 3AW -r-W C: \Documents and Settings \William F. Miffs ll \My Documents \PROJECTS \2008 \0808 PORT MEW\HAMPTON INN \0808 AF 9 Hampton 8/10/2010 4:26 PM REVISIONS: CLOUDED C;�ff H SCALE: 3/16 * -I'' ®A R I iV ORIGINAL RECEIVED AUG 11 2010 PUkNNING DEPARTMENT CITY OF CLEARWATER J UL 0 � � 1 <�� 0 00 � o o, 0 00 o w_, w nuL Z omw o� o ULM 0 W AR - =6749 z COWL# 0808 Z Scal&- 3/16' -1'-0' W< CS zDroc ZOoW O�� O �O� 0 � � 1 <�� 0 00 � o o, 0 00 o w_, w nuL Z omw o� o ULM 0 W AR - =6749 z COWL# 0808 Z Scal&- 3/16' -1'-0' C:\Documents and Settings \William F. Mills II \My Documents \PROJECTS \2008 \0808 PORT VIEW\HAMPTON INN \0808 AF 10 Hampton 8/10/2010 4:42 PM REVISIONS: CLOUDED NMiTH TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPUCABLE MINIMUM BUILDING CODES AND THE APPUCABLE FIRE— SAFETY STANDARDS AS DETERMINED BY THE LOCAL, AUTHORITY IN ACCORDANCE WITH THIS SECTION AND CHAPTER 633, FLORIDA STATUTES. SCALE: 3/16 " -I' -®" a 0 iV ORIGINAL RECEIVED AUG 112010 PLANNING DEPARTMENT CITY OF CLEARWATER t D C J LL 0 � O JUL 0 0 MOO �� oo co roc roc 0 _j w _j w no u- F= UL -��p omw M<X< on - 0 2't cn 0 =J 00=11T WON W z U W a W M zon roc z©W zOQ OOQ� M �oQ z W Q 0 —J zUU 0 � O JUL 0 0 MOO �� oo co roc roc 0 _j w _j w no u- F= UL -��p omw M<X< on - 0 2't cn 0 =J 00=11T WON W 100' ABOV GL C: \Documents and Settings \William F. Mills II \My Documents \PROJECTS \2008 \0808 PORT VIEW \HAMPTON INN \0808 AE t EAST ELEVATION OF STAIR TOWER ROOF TILE WEST ELEVATION 8/10/2010 4:47 PM REVISIONS: CLOUDED NISHES — COLORS CONCRETE /MASONRY WALL WITH CEMENTITIOUS FINISH PAINTED WITH "SHERWIN WILLIAM" 'RESTRAINED GOLD LRV 48 %' "SW 6129" CONCRETE WALL PANELS WITH CEMENTITIOUS FINISH PAINTED WITH "SHERWIN WILLIAMS" 'RESTRAINED GOLD LRV 48 %' "SW 6129" STRUCTURAL RETANGULAR PORTION OF CONCRETE COLUMN WITH CEMENTAOUS FINISH PAINTED WITH "SHERWIN WILLIAMS" 'BLONDE LRV 54 %' "SW 6128" ' GLAZED BARREL TILE ROOF SANTA FE S TILE, RED, GALERAS, PEACH SEMICIRCULAR PORTION COLUMN WITH i CEMENTITIOUS FINISH PAINTED WITH "SHERWIN WILLIAMS" 'NAVAJO WHITE' "LRV 77 %' SW 6126" FASCIA 1 CEMENTITIOUS FINISH PAINTED WITH "SHERWIN WILLIAMS" 'NAVAJO WHITE' "LRV 77 %' SW 6126" ALUMINUM FRAME AND IMPACT RESISTANT BRONZE TINTED GLASS STOREFRONT BRONZE ANODIZE ALUMINUM FRAME I PTAC AIR CONDITIONING UNIT WITH EXTRUDED ALUMINUM GRILLE WITH COLOR TO MATCH BRONZE STOREFRONT FINISH. 42 INCH HIGH ALUMINUM GUARDRAIL WITH BRONZE ANODIZE FINISH STAINLESS STEEL AND CLEAR GLASS 42" HIGH GUARDRAIL AT ROOF DECK OPENING INTO PARKING STRUCTURE )ING FINISHES (PERCENTAGES) ;SURFACE 15,000 SF +- WALL AND OPEN 3,750 SF AND ARCHITECTURAL ELEMENTS 11.250 SF +- /ELEMENTS PERCENT 75% ORIGINAL RECEIVED AUG 11. 2010 PLANNING DEPARTMENT CITY OF CLEARWATER 941�� 0 [� � 00 �o� 0 p (i Q IuL. U�Q -J o ° O roC �n� O �uu� _j ppp n IuL lul_, Z Luul ". V � Q u Wl � oC� (�O� ° 0 Q 0�- Z c� W Q W m �1 zno roc � C== � W z no Q O �-- Fn-- ■� z © i ■i Q Eric W Q © W =UU [� � 00 �o� 0 p (i Q IuL. U�Q -J o ° O roC �n� O �uu� _j ppp n IuL lul_, Z Luul ". V � Q u Wl � oC� (�O� ° 0 Q 0�- TILE ROOF FINISHES - COLORS A CONCRETE/MASONRY WALL WITH CEMENTITIOUS FINISH PAINTED WITH "SHERWIN WILLIAM" 'RESTRAINED GOLD LRV 48%' "SW 6129" A CONCRETE WALL PANELS WITH CEMENTITIOUS FINISH PAINTED WITH "SHERWIN WILLIAMS" 'RESTRAINED GOLD LRV 48%' "SW 6129" STRUCTURAL RETANGULAR PORTION OF B CONCRETE COLUMN WITH CEMENTAOUS FINISH PAINTED WITH "SHERWIN WILLIAMS" 'BLONDE LRV 54%' "SW 6128" B GLAZED BARREL TILE ROOF SANTA FE S TILE, RED, GALERAS, PEACH SEMICIRCULAR PORTION COLUMN WITH CEMENTITIOUS FINISH PAINTED WITH "SHERWIN WILLIAMS" 'NAVAJO WHITE' "LRV 777' SW 6126" FASCIA nc CEMENTITIOUS FI t3UILUINU 1•INIbHL5 kt- LK1ULN IA(.GLS) GROSS SURFACE 8,588 SF +- N O�Mn--'ELEVATDN BASIC WALL AND OPEN 1,812 SF GLASS AND ARCHITECTURAL ELEMENTS 6,776 SF +- GLASS /ELEMENTS PERCENT 799 4 .�AjA i�iAlAdjl .14,1 A iNO=1 �.i In .J E I.I 0 0 0 0 TILE ROOF r� .I n FjAX—wiil� LOOR 5.25' 111 11 1 ALUMINUM FRAME AND IMPACT RESISTANT BRONZE TINTED GLASS STOREFRONT BRONZE ANODIZE ALUMINUM FRAME PTAC AIR CONDITIONING UNIT WITH EXTRUDED ALUMINUM GRILLE WITH COLOR TO MATCH BRONZE STOREFRONT FINISH. 42 INCH HIGH ALUMINUM GUARDRAIL WITH BRONZE ANODIZE FINISH STAINLESS STEEL AND CLEAR GLASS 42" HIGH GUARDRAIL AT ROOF DECK OPENING INTO PARKING STRUCTURE Mimi NRY [�ASO C: \Documents and Settings \William F. Mills II \My Documents \PROJECTS \2008 \0808 PORT VIEW \HAMPTON INN \0808 AE 2 8/10/2010 12:28 PM REVISIONS: CLOUDED n FASCIA / / \ \ FLAT j! -- j W j ; is ■ ; ■ ■I ■_ FLAT CONCRETE COLUMN ) SEMI CIRCULAR COLUMN 00 I ip OPEN DRIVE I■ i iI 1 ' 24' -0" 1 BUILDING FINISHES (PERCENTAGES) GROSS SURFACE 7,516 SF +- BASIC WALL AND OPEN 2,804 SF +- S0UT'n--'ELEVATDN GLASS AND ARCHITECTURAL ELEMENTS 4,712 SF +- GLASS /ELEMENTS PERCENT 62% 00 OVERHEAD DOOR I i� 1 1o' -o• SCALE= 1/8"4-0" ORIGINAL RECEIVED AUG 112010 PLANNING DEPARTMENT CITY OF CLEARWATER Q 0 o � lug.. O UL NISH PAINTED WITH "SHERWIN WILLIAMS" 'NAVAJO WHITE' "LRV 77%' SW 6126" W t3UILUINU 1•INIbHL5 kt- LK1ULN IA(.GLS) GROSS SURFACE 8,588 SF +- N O�Mn--'ELEVATDN BASIC WALL AND OPEN 1,812 SF GLASS AND ARCHITECTURAL ELEMENTS 6,776 SF +- GLASS /ELEMENTS PERCENT 799 4 .�AjA i�iAlAdjl .14,1 A iNO=1 �.i In .J E I.I 0 0 0 0 TILE ROOF r� .I n FjAX—wiil� LOOR 5.25' 111 11 1 ALUMINUM FRAME AND IMPACT RESISTANT BRONZE TINTED GLASS STOREFRONT BRONZE ANODIZE ALUMINUM FRAME PTAC AIR CONDITIONING UNIT WITH EXTRUDED ALUMINUM GRILLE WITH COLOR TO MATCH BRONZE STOREFRONT FINISH. 42 INCH HIGH ALUMINUM GUARDRAIL WITH BRONZE ANODIZE FINISH STAINLESS STEEL AND CLEAR GLASS 42" HIGH GUARDRAIL AT ROOF DECK OPENING INTO PARKING STRUCTURE Mimi NRY [�ASO C: \Documents and Settings \William F. Mills II \My Documents \PROJECTS \2008 \0808 PORT VIEW \HAMPTON INN \0808 AE 2 8/10/2010 12:28 PM REVISIONS: CLOUDED n FASCIA / / \ \ FLAT j! -- j W j ; is ■ ; ■ ■I ■_ FLAT CONCRETE COLUMN ) SEMI CIRCULAR COLUMN 00 I ip OPEN DRIVE I■ i iI 1 ' 24' -0" 1 BUILDING FINISHES (PERCENTAGES) GROSS SURFACE 7,516 SF +- BASIC WALL AND OPEN 2,804 SF +- S0UT'n--'ELEVATDN GLASS AND ARCHITECTURAL ELEMENTS 4,712 SF +- GLASS /ELEMENTS PERCENT 62% 00 OVERHEAD DOOR I i� 1 1o' -o• SCALE= 1/8"4-0" ORIGINAL RECEIVED AUG 112010 PLANNING DEPARTMENT CITY OF CLEARWATER (� 00 o V �'V () 0 0 0 DE —i F= ❑ oo D° o � � o o oo _j co roc -J roc omw-j (r'--)) LL j7uc,Lj F- z roc M loin o. x< O O � lug z -jo _j� iQa (n z 0 CQ Florida License W AR - 0006749 W Comm# 0808 W SCSIe, Q 0 o � lug.. O UL a W W ro C Moo Z �o�- 0 W zo< oQ�t �—ZFOE roL- O UMN M CC) w Q O �J PORTIONS OF WALL NEAR NORTH END OF BUILDING v (� 00 o V �'V () 0 0 0 DE —i F= ❑ oo D° o � � o o oo _j co roc -J roc omw-j (r'--)) LL j7uc,Lj F- z roc M loin o. x< O O � lug z -jo _j� iQa (n z 0 CQ Florida License W AR - 0006749 W Comm# 0808 W SCSIe, FINISHES - C BUILDING FINISHES (PERCENTAGES) GROSS SURFACE 15,000 SF +- BASIC WALL 4,500 SF +- GLASS AND ARCHITECTURAL ELEMENTS 10,500 SF +- GLASS/ELEMENTS PERCENT 70% EAST ELEVAT�ON ROOF TILE C: \Documents and Settings \William F. Mills ll \My Documents \PROJECTS \2008 \0808 PORT VIEW \HAMPTON INN \0808 AE 3 SCALE: 1/8 " =1' -0" 8/10/2010 12:30 PM REVISIONS: CLOUDED ORIGINAL RECEIVED AUG 1 ? 2010 + LANNING DEPARTMENT CITY OF CLEARWATER 0 -i PJL o � �z a moo 0 M W -j C ouL z 0)QXQ < -Jom w -1o� ° (n Q I3C (n �- rk-� �o �o� > W C0 Moo O z no roc Z 0 W �D� �Oo�� Mo w 0 o � �z a moo 0 M W -j C ouL z 0)QXQ < -Jom w -1o� ° (n Q I3C (n �- rk-� �o �o� C0 o O -A 0 oo Moo o � �z a moo 0 M W -j C ouL z 0)QXQ < -Jom w -1o� ° (n Q I3C (n �- mma� 100' ABOVE FLOOD PLANE WES-7 ELE-VATDN 71LE C: \Documents and Settinqs\Wifliam F. Mills Jj\My Doc uments\PROJECTS\2008\0808 PORT VfEW\HAMPmN INN\0808 AE I 6/21/2010 11:33 AM REVISIONS: CLOUDED PLANE STAINLESS STEEL. AND CLEAR GLASS 42" HIGH GUARDRAIL AT ROOF DECK OPENING INTO PARKING STRUCTURE SCALE: 104-00 CQ c-- _0 co c t=== Z-, < qtzl << w 0 DIE- mm 10000 (c)) W v— (0 ME- (w CD 0 0 (00 CC <01,r Jon CO (0-) (n <( W Poick LK'XXW AR - 0006749 .j Cornm# 0808 W Scab, iltr-r-w N. r �� , �► Begin at the Southwest corner of Water Lot 1, CiTY PARK SUBDIWSION, according to mop or plot thereof as recorded in Plat Book 23, Page 37, of the Public Records of Pinellas CITY, Florida,• run thence West along the East —West Center Line of Section 8, Township 29 South, Range 15 East, 15 feet to the POINT OF BEGINNING; thence South 5:32°30" West along East right —of —way line of Coronado Drive 16.26 feet; thence South 8427'30" East, 100 feet; thence North 5;32'3O" East, 7806 feet; thence Northwesterly along existing concrete seawall 113.38 feet, more or less; thence South 670100" West, 8263 feet; thence South 42571" East, 25.74 feet to the Paint of Beginning. AND.- Begin at the Southwest corner of Water Lot 1 of CiTY PARK SUBDIKSION, as recorded in Plat Book 23, Page 37, Public Records of Pinellas CITY, Florida; and run thence West along the East and West Center Line of Section 8, Township 29 South, Range 15 East, 15 feet to the Easterly line of Coronado Drive' thence South 5:32'30" West, 16.26 feet, for the POINT OF BEGINNING; thence continue South 532 "30" West, 100 feet to the Northerly line of First Avenue; thence South 8427'30" East, 100 feet along the Northerly line of First Avenue - thence North 532'30" East, 100 feet; thence North 842730" West, 100 feet to the Point of Beginning. LEGAL DESCRIPTION: The North 100 feet of the West 110 feet of Lot 1, Block B COLUMBIA SUSDIKSiON according to the map or plat thereof as recorded in Plot Book 23, Page 60 Public Records of Pinellas CITY, Florida. D ■ � 1 �-,='-REPARED FOR D CADE UuM ANIES INCOM RO ERTI S 1 r1=55 BIO'HOPS COURT, SUITE 345 %.)%.; %11j'" RCEL • 18/29/15/15606/000/014 • tie 1111111111 1 1 11 PARCEL # 18 ,a x • • NEW- CAII SUNSHINE 0 1- 800 -432 -4770 FL. STATUTE 553.851 (1979) REQUIRES A MIN. OF 2 DAYS AND MAX. OF 5 DAYS N0110E BEFORE YOU EXCAVATE. KEITH ZAYAC &ASSOCIATES, INC CIVIL ENGINEERING - LANDSCAPE ARCHITECTURE - PLANNING 701 ENTERPRISE ROAD E. STE. 404 - SAFETY HARBOR, FL 34695 (727) 793 -9888 WWW.KEITHZAYAC.COM EB 9351 - LC 2600212 AGENCY 1 iT 8 DATE ISSUED / DATE EXPIRES CITY OF CEARWATER FLD2009-03013 SWFWMD "A i COVER SHEET GENERAL NOTES DEMOLITION PLAN SITE PLAN GRADING & DRAINAGE PLAN UTILITY PLAN GENERAL DETAILS UTILITY DETAILS LANDSCAPE PLAN LANDSCAPE DETAILS 1 /' \A AT2/ .. l.A- C1 C2 C3 C4 C5 C6 C7 C8 C9 C1® r4 0 N. T. S. 110, VICINITY MAP F ,,•- 4w doft 51Z 1-1 i1 �.11 F C L` ;. I,!' 'a"`€�.1' r � i FAI 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 CONTRACTORS 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. 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. 2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY. 3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS. 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 FOOT 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 CONTROLISEDIMENTATION 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. WATER SYSTEM NOTES 1. A VERTICAL CLEARANCE OF 18 INCHES SHALL BE MAINTAINED BETWEEN SANITARY SEWERS AND WATER MAINS. IF CLEARANCE CANNOT BE ACHIEVED BYADJUSTING 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. CONTRACTOR 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). 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 CITY 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 REFER TO 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. 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 OWNERS ENGINEER PRIOR TO APPROVAL FOR CERTIFICATE OF OCCUPANCY PURPOSES. SAFETY NOTES 1. DURING THE CONSTPLr -TION 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 OIL f AFFIC 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 WORKMEK 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 T 0 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. PAVING & GRADING TESTING AND INSPECTION REQUIREMENTS 731 -08 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE 03.02.09 Lo SOILS ENGINEER. KEZ Q • a 2. SOILS ENGINEER TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION OF 10 TESTS AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER co 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. • s N ,w aaMa 3. CONTRACTOR TO REVIEW SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT W-- AND COMMENCING CONSTRUCTION, .. 4 ,... i X i BOOKS PLANS SHALL SUPERCEDE SPEC A DISCREPANCY OCCURS CHECK PLANS . CONTACT WRITING i r i CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING i i • • • • • • 701 ENTERPRISE ROAD E, STE 404 HARBOR, SAFETY 69 WWW.KEITHZAYAC.COM ' EB 9351 - LC 2600212 PROJECT #. 731 -08 F-4 03.02.09 Lo CHECKED BY: KEZ Q • i SHEET NO. C2 OF 10 co 0 • i Lo i i i i • U) PL4 • u Lo i • i Z Lo • Z co i �t • PROJECT #. 731 -08 ORDINAL DATE: 03.02.09 CHECKED BY: KEZ DRAWN BY: • SHEET NO. C2 OF 10 i i • i i • i • tt tt i i • r PROJECT #. 731 -08 ORDINAL DATE: 03.02.09 CHECKED BY: KEZ DRAWN BY: m SHEET NO. C2 OF 10 4 'a w V LEGEND PROPERTY BOUNDARY TEMPORARY SILT FENCE ALL PAVEMENT, STRUCTURES, UTILITIES AND OTHER EXISTING ITEMS TO BE REMOVED ITEM TO BE REMOVED CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING KEITH ZAYAC & ASSOCIATES, INC. • • • 1 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 WWW.KEITHZAYAC.COM EB 9351 - LC 2800212 tl 0 t ".1 Z, Fp DEMOLITION NOTES: remporary Swich, Ma* C, CO Pk Nall & Dhrc Z7 .148 0 0 "T J w. 4,1 1 . CONTRACTOR SHALL BE RESPONSIBLE FOR ALL wm ENVIRONMENTAL TESTING REQUIRED PRIOR TO DEMOLITION. wml_� wm J 2. CONTRACTOR SHALL REMOVE ALL EXISTING UNDERGROUND or, p7;" 7ka $s EXISTING 8" RECLAIMED c 4 0 T WATER I UTILITIES PRIOR TO STARTING SITE GEOMETRY WORK. MAIN 0 LO 4,b v 4. INSTALL SILT FENCE PER MANUFACTURE'S SPECIFICATIONS. L U O O Z cr) 2 AND SHALL HAVE A BACKFILLED TRENCHED. Z LO 0 5. CONTRACTOR TO INSTALL TREE BARRICADES PRIOR TO v ISSUANCE OF BUILDING PERMIT. rfuou z0fle vr- Rood Zone AE 'S EXPENSE, 6. THE CITY OF CLEARWATER, AT APPLICANT od Zone AE (EL. 1.3% Flo 'n' (CL. 12) I E_ WILL REMOVE/RELOCATE ANY/ALL WATER METERS, c 17 7z� V 0 INCLUDING RECLAIMED WATER MAINS. P. -------------- e"77 7` 'a,c --- — --- K 7. ALONG THE SOUTHERN FRONTAGE OF THE NORTHEN PARCEL 3 f4 0F7 ALL OVERHEAD UTILITY WITHIN THE R—O—W SHALL BE _V7 PLACED UNDERGROUND (ALONG CORONADO & DEVON DR.). U) '7, cc 8. ALL ON—SITE ELECTRICAL AND COMMUNICATION LINES SHALL TI IS NR 2 S N EXIT G MASONRY LL 0 8 REMOVED BE PLACED UNDERGROUND. S v1 WALL , WALL TO BE REMOVED ,j ,P r % J%Wch Alat* Xf7i 7 J 95 2 HM --- --- -------- ^77 w wm m Pti TAY1711 _7�7 t 110 fj 1// , 1 0, 4, E_Z� J (z) X ac) E Qj 00—,� Iry IV 0 r 1� z p , 4 P 000, 7' C 01 REMOVE WOOD FENCE tt I cj 4 WOVE CURB 72 V ,ya /.,o FIRE YD FP, A�,� RANT Z mi %5', 4. lw 4 '25 it 1 !7 1, 1' 1w.' o ci _7 7K rl c 4� C ��7,7� va pips E 'rf wm wm wm wm ------ CITY OF CLEARW R j 1 WA, 77 " REMOVE EXISTING METERS AS INDICATED ftl & Dlsc E7 .190 EXISTING 12" RECLAIMED WATER MAIN T OWNER'S, EXPENSE O O R 0 N A D 0 DRI VE c),` C EXISTING RECLAIMED 5 O R 0 N A D 0 D R V E W. WATER—METER TO_REMAIN_-._ wm Vw wm W M wm i m wm ,7 i ezw u� 2 4 2! "Y j4 ;011 �F 5 3 A �n m = L 7t L_ .y 'c v 6, Cl 0 14� '4 0 f k" PT� CO co PROJECT #* 731-08 ORGINAL DATE: • 0 CHECKED BY: TAY1711 _7�7 t 110 fj 1// , 1 0, 4, E_Z� J (z) X ac) E Qj 00—,� Iry IV 0 r 1� z p , 4 P 000, 7' C 01 REMOVE WOOD FENCE tt I cj 4 WOVE CURB 72 V ,ya /.,o FIRE YD FP, A�,� RANT Z mi %5', 4. lw 4 '25 it 1 !7 1, 1' 1w.' o ci _7 7K rl c 4� C ��7,7� va pips E 'rf wm wm wm wm ------ CITY OF CLEARW R j 1 WA, 77 " REMOVE EXISTING METERS AS INDICATED ftl & Dlsc E7 .190 EXISTING 12" RECLAIMED WATER MAIN T OWNER'S, EXPENSE O O R 0 N A D 0 DRI VE c),` C EXISTING RECLAIMED 5 O R 0 N A D 0 D R V E W. WATER—METER TO_REMAIN_-._ wm Vw wm W M wm i m wm ,7 i ezw u� 2 4 2! "Y j4 ;011 �F 5 3 A �n m = L 7t L_ .y 'c v 6, Cl 0 14� '4 9 z 0 F- EL cl) LLJ 0 11111111111151y" 1111111111111m An 0 PT� CO co PROJECT #* 731-08 ORGINAL DATE: • 0 CHECKED BY: 0 DRAWN BY: J\A • SHEET NO. 054 E--1 0 Tq P4 0 ui i • 9 z 0 F- EL cl) LLJ 0 11111111111151y" 1111111111111m An 0 III J PROJECT #* 731-08 ORGINAL DATE: • CHECKED BY: KEZ DRAWN BY: J\A SHEET NO. _j _u R NOT FOR ONSTRUCTION v or_-I at Z ca J PROJECT #* 731-08 ORGINAL DATE: 03.02.09 CHECKED BY: KEZ DRAWN BY: J\A SHEET NO. NOT FOR ONSTRUCTION v or_-I at Z ca ARCHITECTURAL PAVERS PER CITY OF CLEARWATER INDEX #116 dv 6' HIGH VINYL/.' FENCE YR) (T T • ' 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". ", / I r- Existing Asphalt e 14 4 Ex. Base 4'A 'A* 12" 1/2" Expansion Joint Stabilized Subg e FBV 60 2-#4 Deformed Rebar (typ) *All exposed concrete edges to be hand tooled. WAII 110TAIRITV1111111 MWAII impli'll 9-111PIA W CITY INDEX NO. 116; 1 OF 1 SEE ARCHITECTURAL PLANS FOR DUMPSTER SCREENING Flood Zone Af- (EL. 12) 7f, GENERAL SITE NOTES: 1. OWNER NAME: DECADE COMPANIES INCOME PROPERTIES 13555 BISHOPS COURT, SUITE 345 BROOKFIELD, WISCONSIN 53005 (262) 797-9215 Bus 2. ENGINEER KEITH ZAYAC & ASSOCIATES, INC. LANDSCAPE ARCHITECT: 701 ENTERPRISE ROAD EAST, SUITE 404 SAFETY HARBOR, FL 34695 (727) 793-9888 Bus (727) 793-9855 Fax 3. ARCHITECT NAME: WILLIAM F. MILLS 11 ARCHITECT 3300 HENDERSON LVD., TAMPA, FLORIDA 33 B 609 SUITE 107 T C L 0 T (813) 870-2006 Bus 3. SURVEYOR NAME: MILLS &ASSOCIATES, INC. 3242 HENDERSON BLVD., SUITE 300 TAMPA, FLORIDA 33609-3056 (813) 876-5869 Bus 4 H A N z 0 r 'T W 4. PROJECT ADDRESS: PARCEL # 08/29/15/15606/000/0141 1) R1-1 STOP SIGN PARCEL # 08/29/15100000/320/0200 (1) 24" WHITE STOP BAR PARCEL # 08/29/15/17550/002/0012 LIGHT STANDARD 101 CORONADO DRIVE CLEARWA TER, FLORIDA 33767 5. ZONING: T - TOURIST L3 FUTURE LAND-USE: 6"'U" 5, 4 PRESENT USE: �53 OVERNIGHT ACCOMMODATIONS L DfAT!107DNS 6. DEVELOPED USE: 36 OVERNIGHT ACCOMMODATIONS (50 UNIT 72 OVERNIGHT ACCOMMODATIONS (HOTEL CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING I KEITH ZAYAC & ASSOCIATES, INC. • • • 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 WWW.KE1THZAYAC.00M EB 9351 - LC 2600212 LEGEND 7 TAL 108 OVERNIGHT ACCOMMODATIONS (150 UNITS/ACRE) PROPERTY BOUNDARY PROPOSED ASPHALT PAVEMENT El- PROPOSED CONCRETE SIDEWALK INTERIOR LANDSCAPE AREA (TYP.) TYPICAL GENERAL SITE NOTES: 1. OWNER NAME: DECADE COMPANIES INCOME PROPERTIES 13555 BISHOPS COURT, SUITE 345 BROOKFIELD, WISCONSIN 53005 (262) 797-9215 Bus 2. ENGINEER KEITH ZAYAC & ASSOCIATES, INC. LANDSCAPE ARCHITECT: 701 ENTERPRISE ROAD EAST, SUITE 404 SAFETY HARBOR, FL 34695 (727) 793-9888 Bus (727) 793-9855 Fax 3. ARCHITECT NAME: WILLIAM F. MILLS 11 ARCHITECT 3300 HENDERSON LVD., TAMPA, FLORIDA 33 B 609 SUITE 107 T C L 0 T (813) 870-2006 Bus 3. SURVEYOR NAME: MILLS &ASSOCIATES, INC. 3242 HENDERSON BLVD., SUITE 300 TAMPA, FLORIDA 33609-3056 (813) 876-5869 Bus 4 H A N z 0 r 'T W 4. PROJECT ADDRESS: PARCEL # 08/29/15/15606/000/0141 1) R1-1 STOP SIGN PARCEL # 08/29/15100000/320/0200 (1) 24" WHITE STOP BAR PARCEL # 08/29/15/17550/002/0012 LIGHT STANDARD 101 CORONADO DRIVE CLEARWA TER, FLORIDA 33767 5. ZONING: T - TOURIST L3 FUTURE LAND-USE: 6"'U" 5, 4 PRESENT USE: �53 OVERNIGHT ACCOMMODATIONS L DfAT!107DNS 6. DEVELOPED USE: 36 OVERNIGHT ACCOMMODATIONS (50 UNIT 72 OVERNIGHT ACCOMMODATIONS (HOTEL CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING I KEITH ZAYAC & ASSOCIATES, INC. • • • 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 WWW.KE1THZAYAC.00M EB 9351 - LC 2600212 R I --D WIUt WINIUKtIt TYPE 30LF TYPE "I" Z -PER CITY INDEX THERE SHALL BE 10% OF VEHICULAR USE AREA (VUA) DEVOTED TO INTERIOR LANDSCAPING. 0 ty-, CURB PER CITY I 1 11 S!,-r�!,'_ CURB PER Cl SIDEWALK (1:12 LONGITUDINAL SLOPE !2 REQUIRED: (5,476 SF OF VUA)x(10%)=548SF(10%) & 2.01 MAX CROSS SLOPE)(TYP.) OF CLEARWA#*� OF CLEARWATER #1'0 0- INDEX #10 PROVIDED: 1,610 SF (29.40%) INDEX `'i "01 C 0 R 0 N A D 0 D R VE EE t CORONADO DR! VE 12. THIS PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE -VE' (ELEV. 13), 'AE- LL LL W (ELEV. 12) & -AE' (ELEV. 11) AS SHOWN ON THE FLOOD INSURANCE RATE MAP, sp COMMUNITY PANEL #1250960102G, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, EFFECTIVE: SEPTEMBER 3, 2003 13. THERE ARE NO ENVIRONMENTALLY UNIQUE AREAS ON IT C C - - - - - - - LLJ a C PLANTED. A R-O-W USE PERMIT WILL BE REQUIRED FOR LANDSCAPING AND ALL C ---- ------ OTHER IMPROVEMENTS WITHIN R-O-W. Cr C C C, 14. ALL DISTURBED AREAS WITHIN RIGHT-OF-WAY SHALL BE SODDED AND/OR 15. SOLID WASTE WILL BE PROVIDED BY A ROLL-OUT DUMPSTER. 16. PEDESTRIAN SIDEWALKS SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY d -1 C1 I I I I I I I I I ZI -A k C0 0 Z C/) OF CLEARWATER'S REQUIREMENTS AND STANDARDS. ALL PROPOSED LLNW > A 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 01� BUILDING ARCHITECTURE. W 0, 18. ALL UNUSED DRIVEWAYS MUST BE REMOVED AND REPLACED WITH CURB, 00 .0 0 LU LU SIDEWALK, AND LANDSCAPING TO MATCH EXISTING CONDITIONS OR BETTER. Lu LU ZZ cc 19.911 RADIO REPEATER/ANTENNA BOOSTER SYSTEM MUST COMPLY WITH Vj Z ORDINANCE NO. 7617-06 RADIO SYSTEM REGULATIONS FOR BUILDINGS. 0 Z en PROJECT M. 731-08 L) ORGINAL DATE.- 03.02.09 aj Aj CHECKED BY: KEZ DRAWN BY: JVI o", SHEET NO. NOT FOR C• OF 10 CONSTRUCTION 7 TAL 108 OVERNIGHT ACCOMMODATIONS (150 UNITS/ACRE) C.0 El- CO > co 9. T!L 7. BUILDING SETBACKS: WHt i E IE STOP 0; NORTH PARCEL: REQUIRED PROPOSED FRONT(WEST): 3 0 (TYP-) 15 FT. IG)A -WHITE TRAFFIC PAINT (TYP.) TYPE "D �CURB FRONT (WEST): 15 FT. 1_� FT 1.15 FT 0 PVMT) • co ER FDOTI INDEX 300 FRONT (SOUTH): 15 FT. ONCRETE SIDEWALK (TYP.) SIDE (EAST): 10 FT. 2.52 FT 0 BUILDING) WITH- BRICK BANDING - 'V76' or 7.22 FT TO EXIST. POOL PVMIT.) Z TO MATCHEXISTING 0 0 _j SIDE (NORTH): 10 FT. 1 9.29 FT TO BUILDING) WALKS-* T) 2.76 FT (TO EXIST. POOL PVMT) I- -7 U) SOUTH PARCEL: REQUIRED PROPOSED FRONT (WEST): 15 FT. 39.00 FT (TO B.O.C.) 110 V C I FRONT (NORTH): 15 FT. 8.00 FT (TO B.O.C.) C==Z= P. SIDE (EAST): 10 FT. 10.00 FT (TO B.O.C.) • SIDE (SOUTH): 10 FT. 5.00 FT (TO B.O.C.) R I --D WIUt WINIUKtIt TYPE 30LF TYPE "I" Z -PER CITY INDEX THERE SHALL BE 10% OF VEHICULAR USE AREA (VUA) DEVOTED TO INTERIOR LANDSCAPING. 0 ty-, CURB PER CITY I 1 11 S!,-r�!,'_ CURB PER Cl SIDEWALK (1:12 LONGITUDINAL SLOPE !2 REQUIRED: (5,476 SF OF VUA)x(10%)=548SF(10%) & 2.01 MAX CROSS SLOPE)(TYP.) OF CLEARWA#*� OF CLEARWATER #1'0 0- INDEX #10 PROVIDED: 1,610 SF (29.40%) INDEX `'i "01 C 0 R 0 N A D 0 D R VE EE t CORONADO DR! VE 12. THIS PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE -VE' (ELEV. 13), 'AE- LL LL W (ELEV. 12) & -AE' (ELEV. 11) AS SHOWN ON THE FLOOD INSURANCE RATE MAP, sp COMMUNITY PANEL #1250960102G, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, EFFECTIVE: SEPTEMBER 3, 2003 13. THERE ARE NO ENVIRONMENTALLY UNIQUE AREAS ON IT C C - - - - - - - LLJ a C PLANTED. A R-O-W USE PERMIT WILL BE REQUIRED FOR LANDSCAPING AND ALL C ---- ------ OTHER IMPROVEMENTS WITHIN R-O-W. Cr C C C, 14. ALL DISTURBED AREAS WITHIN RIGHT-OF-WAY SHALL BE SODDED AND/OR 15. SOLID WASTE WILL BE PROVIDED BY A ROLL-OUT DUMPSTER. 16. PEDESTRIAN SIDEWALKS SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY d -1 C1 I I I I I I I I I ZI -A k C0 0 Z C/) OF CLEARWATER'S REQUIREMENTS AND STANDARDS. ALL PROPOSED LLNW > A 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 01� BUILDING ARCHITECTURE. W 0, 18. ALL UNUSED DRIVEWAYS MUST BE REMOVED AND REPLACED WITH CURB, 00 .0 0 LU LU SIDEWALK, AND LANDSCAPING TO MATCH EXISTING CONDITIONS OR BETTER. Lu LU ZZ cc 19.911 RADIO REPEATER/ANTENNA BOOSTER SYSTEM MUST COMPLY WITH Vj Z ORDINANCE NO. 7617-06 RADIO SYSTEM REGULATIONS FOR BUILDINGS. 0 Z en PROJECT M. 731-08 L) ORGINAL DATE.- 03.02.09 aj Aj CHECKED BY: KEZ DRAWN BY: JVI o", SHEET NO. NOT FOR C• OF 10 CONSTRUCTION 7 TAL 108 OVERNIGHT ACCOMMODATIONS (150 UNITS/ACRE) C.0 El- CO > co 9. T!L 7. BUILDING SETBACKS: WHt i E IE STOP 0; NORTH PARCEL: REQUIRED PROPOSED FRONT(WEST): 3 0 (TYP-) 15 FT. IG)A -WHITE TRAFFIC PAINT (TYP.) TYPE "D �CURB FRONT (WEST): 15 FT. 1_� FT 1.15 FT 0 PVMT) C) co ER FDOTI INDEX 300 FRONT (SOUTH): 15 FT. ONCRETE SIDEWALK (TYP.) SIDE (EAST): 10 FT. 2.52 FT 0 BUILDING) WITH- BRICK BANDING - 'V76' or 7.22 FT TO EXIST. POOL PVMIT.) Z TO MATCHEXISTING 0 0 _j SIDE (NORTH): 10 FT. 1 9.29 FT TO BUILDING) WALKS-* T) 2.76 FT (TO EXIST. POOL PVMT) I- -7 U) SOUTH PARCEL: REQUIRED PROPOSED FRONT (WEST): 15 FT. 39.00 FT (TO B.O.C.) 110 V C I FRONT (NORTH): 15 FT. 8.00 FT (TO B.O.C.) C==Z= P. SIDE (EAST): 10 FT. 10.00 FT (TO B.O.C.) SIDE (SOUTH): 10 FT. 5.00 FT (TO B.O.C.) REQUIRED: PROPOSED: ��A3 W 2 NEW PETENTION AREA 35 - 100 FT. 89 FT. 3 A < Z ER TO REMAIN 10. PARKING CALCULATION: REQUIRED: PROPOSED: W 0 20'X20' INTERSECTION '--VISIBILITY TRIANGLE (TYP.) 108SPACES 112 SPACES W o- 11. SITE DATA TABLE: EXISTING: PROPOSED: REQUIRED: DEVELOPABLE AREA: 31,418 S.F. (0.72 AC) 31,418 S.F. (0.72 AC) 20,000 S.F. (MIN.) BUILDING AREA. 10,961 S.F. 12,875 S.F. ASPHALT /CONCRETE/MISC.: 17,381 S.F. 5,935 S.F. TOTAL IMPERVIOUS AREA: 28,342 S.F. (0.90 ISR) 18,810 S.F. (0.60 ISR) 29,847 S.F. (0.95 ISR) Cd C� T_ -7-7 TOTAL OPEN SPACE: 3,076 S.F. (0.07 AC) 12,608 S.F. (0.29 AC) 1,571 S.F. (0.04 AC) H LILA L & 1KIT1=P1()1? LANDSCAPE rAI rHI ATInKlo R I --D WIUt WINIUKtIt TYPE 30LF TYPE "I" Z -PER CITY INDEX THERE SHALL BE 10% OF VEHICULAR USE AREA (VUA) DEVOTED TO INTERIOR LANDSCAPING. 0 ty-, CURB PER CITY I 1 11 S!,-r�!,'_ CURB PER Cl SIDEWALK (1:12 LONGITUDINAL SLOPE !2 REQUIRED: (5,476 SF OF VUA)x(10%)=548SF(10%) & 2.01 MAX CROSS SLOPE)(TYP.) OF CLEARWA#*� OF CLEARWATER #1'0 0- INDEX #10 PROVIDED: 1,610 SF (29.40%) INDEX `'i "01 C 0 R 0 N A D 0 D R VE EE t CORONADO DR! VE 12. THIS PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE -VE' (ELEV. 13), 'AE- LL LL W (ELEV. 12) & -AE' (ELEV. 11) AS SHOWN ON THE FLOOD INSURANCE RATE MAP, sp COMMUNITY PANEL #1250960102G, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, EFFECTIVE: SEPTEMBER 3, 2003 13. THERE ARE NO ENVIRONMENTALLY UNIQUE AREAS ON IT C C - - - - - - - LLJ a C PLANTED. A R-O-W USE PERMIT WILL BE REQUIRED FOR LANDSCAPING AND ALL C ---- ------ OTHER IMPROVEMENTS WITHIN R-O-W. Cr C C C, 14. ALL DISTURBED AREAS WITHIN RIGHT-OF-WAY SHALL BE SODDED AND/OR 15. SOLID WASTE WILL BE PROVIDED BY A ROLL-OUT DUMPSTER. 16. PEDESTRIAN SIDEWALKS SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY d -1 C1 I I I I I I I I I ZI -A k C0 0 Z C/) OF CLEARWATER'S REQUIREMENTS AND STANDARDS. ALL PROPOSED LLNW > A 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 01� BUILDING ARCHITECTURE. W 0, 18. ALL UNUSED DRIVEWAYS MUST BE REMOVED AND REPLACED WITH CURB, 00 .0 0 LU LU SIDEWALK, AND LANDSCAPING TO MATCH EXISTING CONDITIONS OR BETTER. Lu LU ZZ cc 19.911 RADIO REPEATER/ANTENNA BOOSTER SYSTEM MUST COMPLY WITH Vj Z ORDINANCE NO. 7617-06 RADIO SYSTEM REGULATIONS FOR BUILDINGS. 0 Z en PROJECT M. 731-08 L) ORGINAL DATE.- 03.02.09 aj Aj CHECKED BY: KEZ DRAWN BY: JVI o", SHEET NO. NOT FOR C• OF 10 CONSTRUCTION C.0 El- CO > co Z 0124 0 Z 0 X E-i H C) co U Ei an--- 0 0 _j W Z W 0 I- U) R I --D WIUt WINIUKtIt TYPE 30LF TYPE "I" Z -PER CITY INDEX THERE SHALL BE 10% OF VEHICULAR USE AREA (VUA) DEVOTED TO INTERIOR LANDSCAPING. 0 ty-, CURB PER CITY I 1 11 S!,-r�!,'_ CURB PER Cl SIDEWALK (1:12 LONGITUDINAL SLOPE !2 REQUIRED: (5,476 SF OF VUA)x(10%)=548SF(10%) & 2.01 MAX CROSS SLOPE)(TYP.) OF CLEARWA#*� OF CLEARWATER #1'0 0- INDEX #10 PROVIDED: 1,610 SF (29.40%) INDEX `'i "01 C 0 R 0 N A D 0 D R VE EE t CORONADO DR! VE 12. THIS PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE -VE' (ELEV. 13), 'AE- LL LL W (ELEV. 12) & -AE' (ELEV. 11) AS SHOWN ON THE FLOOD INSURANCE RATE MAP, sp COMMUNITY PANEL #1250960102G, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, EFFECTIVE: SEPTEMBER 3, 2003 13. THERE ARE NO ENVIRONMENTALLY UNIQUE AREAS ON IT C C - - - - - - - LLJ a C PLANTED. A R-O-W USE PERMIT WILL BE REQUIRED FOR LANDSCAPING AND ALL C ---- ------ OTHER IMPROVEMENTS WITHIN R-O-W. Cr C C C, 14. ALL DISTURBED AREAS WITHIN RIGHT-OF-WAY SHALL BE SODDED AND/OR 15. SOLID WASTE WILL BE PROVIDED BY A ROLL-OUT DUMPSTER. 16. PEDESTRIAN SIDEWALKS SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY d -1 C1 I I I I I I I I I ZI -A k C0 0 Z C/) OF CLEARWATER'S REQUIREMENTS AND STANDARDS. ALL PROPOSED LLNW > A 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 01� BUILDING ARCHITECTURE. W 0, 18. ALL UNUSED DRIVEWAYS MUST BE REMOVED AND REPLACED WITH CURB, 00 .0 0 LU LU SIDEWALK, AND LANDSCAPING TO MATCH EXISTING CONDITIONS OR BETTER. Lu LU ZZ cc 19.911 RADIO REPEATER/ANTENNA BOOSTER SYSTEM MUST COMPLY WITH Vj Z ORDINANCE NO. 7617-06 RADIO SYSTEM REGULATIONS FOR BUILDINGS. 0 Z en PROJECT M. 731-08 L) ORGINAL DATE.- 03.02.09 aj Aj CHECKED BY: KEZ DRAWN BY: JVI o", SHEET NO. NOT FOR C• OF 10 CONSTRUCTION 5-3/4', 5-3/4" 4'-4 SKIMMER TOP EL= 5.00 3--n- GRATE EL= 4.50 Steel Grate SKIMMER BOTTOM EL= 4.00 2" Cl. LR-92 I'* 6. - M* 2' Outfall Pipe 24" HDPE MpMrsol"Mr FAI ArC i�PO oiu � La Tempwwy 8&7ch ; 0 Afork PAVING, GRADING & DRAINAGE NOTES: 9. Pk Not & DISC Ag. .146 A 7, CONTROL ALONG WITH GENERAL NOTES. 1. SEE GENERAL NOTES SHEET AND DEMOLITION FOR EROSION AND SILTATION 2. SEE SITE PLAN/HORIZONTAL CONTROL SHEET FOR SITE DATA, 3. SEE BOUNDARY & TOPOGRAPHIC SURVEY FOR TEMPORARY BENCHMARK (TBM) 7 5 A P H A I r LOCATIONS. 4 THE CONTRACTOR SHALL MEET ALL APPLICABLE REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE ACCESSIBILITY REQUIREMENTS MANUAL �74, 5. ALL ROOF RUNOFF SHALL BE ROUTED TO THE PROPOSED VAULT FOR 4 TREATMENT BEFORE DISCHARGE (SEE MECHANICAL PLANS FOR DESIGN & 3#-4" DETAILS). STRUCTURE -1 Rood Zone �E I I NTfiQL P ELEV. 4.50 Rood Zone AE- (E 4. 1J) 1, TO Rood Zone AE ------ V. ELEV. 1.00 (E-Z. 12) c. 4,1 r INLET _C-2 (a., 11) MATCH If G TOP-Z EXISTING !0'pa"xw In a 2 •HDPE 'V A GR DE, 68LF OF _F4 INV. ELEV. 0 76 4 ?3 �7- loaco" SWU0W'W (AO 7 - - - - - - - - MAT 0 6 04 CORED EXISTING 0 r, EXISTING WALL @ INV. 0.501 - ----- 0 GRADE 17, J 13 1jja00' Z.,C 4./b 78.06; N05tJ2 S05* 'JO -W (D) �'j 4 0, OL. 00 E==== C==== S05 �?8 -W (Y) "P 70 r -Z - "', , I ' 'I',.?,- , 1, 1 ; • OF 24" HD s- P_ STORMWATERVAULT 2'X58' >( HATCH '-,�"------'- EY 0STING ,TOP ELEV. 5.25 _0 E GRA BOT ELEV. 3.50 16 TYPE E 6" U.D. INV 3.00 NOTES 1. Fasten skimmer with 4 stainless steel bolts w 4.90 lead anchors "0 2. Seal all edges of skimmer at contact points with structure with M ADJUST VAULT L od Zon MATCH TCH VCR 9,20 waterproof caulking or approved TC y EX STING COVER TO MATCHI X _�4 RADE LC)T r"le-All Sp equal Vv Q$ LRADE 'u !CO: SPILL SPI CONCR:'TQ r14 5.2 SPILLV SPILL� 1AYR =h 41-4* A T 2 GARAGE C=== Iflo Flan �' F.F. ELEV. 5.25 L TCH 4.75 7 ��i' J_-5 Outfoll Pipe IUNG Co J R' L GRADE J: r'7 i -3.50- 15" RCP (EC. 12) 06 2-1/4" 2-1/4" iq' Yi NEW RETENTION AREA Q_ awnh mar* FIBERGLASS rp%r TOP ELEV. 4.75 Skimmer l�. J.95 0� Flood Zone �E BOT ELEV. 3.50 iW1 100 3 5.25 Z� A ATCH, e EXISTING Al 5777- GRADE s r MATCH 3.50 Ca T NG EXISTI T S06.101 -W (D) --i r 2 0wo A2 82.&Y' S05t12:Y0 7 �1 .i; 1�? "^. E � t' GRADE 4.75 =7 FS -W too 00;__S �231 FS rd 82 80: S06 *18 4'� >,I r Moo: /0053�� I 4�_' % , 8 W sa-5 U2 t�� V (V� 'T ry J.' L j= - - - - - - - - T7 2' Afark RCP` P* & D4w O. - 4. 10 u T^ -J, r \jMATCH EXISTING 8&70� Mcr* PLAN VIEW 04 CONTROL STRUCTURE E-2 5 ELEV Nod & D&C17 .190 t 7 J. TOP ELEV 4.24 SIDEWALK E f: "Z k' c' WEIR ELEV. 3.77 of i NV;4--E-LEVV1.1Q-_ 0 CORONA DO D R VE TADJ1 CO, WA j1y_T'yT_y 7-y ry'l-U" U:Lz3zE3=X1zXz= ALL RUNOFF SHALL E ROUTED To THE PROPOSED LT FOR U T T 0 1 (S MECHANICAL S TREATMENT MEN BEFORE DISCHARGE EE ME H IC' FOR VAULT DESIGN D& fD ELT A S). 3'- I NLE T op V_ A ZI,N S 4 UELZILZA_.�� r LQ =6U.E QC 1z Ifoor. Zon L 11" MATCH EXISTING GRADE D E t t? P (7 N A D D R V Eye Bolts Per s. 1�7 V 4y' 4� 15 T 7 ----- - L FDOT Index 201 -3/4', MATCH EXISTING �31 0" op of Bank --'!1'7V j PAVEMENT & CURB SKIMMER TOP EL= 4.74 c. -030 Inc, ELEVATION (TYP.) 4 f9 CORE DRILL 15" RCPJ GRATE EL= 4.24 @ INV. ELEV. 0.10 2n e. J, !: 1.1" WEIR ELEV. 3.77 Grate LEGEND-- PROPERTY BOUNDARY PROPOSED STORM SEWER PROPOSED ELEVATION CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING I KEITH ZAYAC & ASSOCIATES, INC. 7 2 7 ) 7 9 3 - 9 • • 8 701 ENTERPRISE ROAD 404 SAFETY HARBOR, FL 34695 WWW.KEITHZAYAC.COM EB 9351 - LC 2600212 a E4 LO U) Ul f:4 0 0 P 04 �D co F-1 0 > co LO LO U) CO • Q..' 0 0 0 z E--i 0 0 F-i 0 U LO LO 0 Z LO CO 0 Q4 W • 0 a §11 • 2* Cl. j 15" RCP - --------- ---- -- a�' SKIMMER BOTTOM EL= 3.50 Outfall Pipe JIT I d jpe&'4 "'D'j 2 2 'I 1 :Sr.`" A D POND BOTTOM EL=3.00 (SUMP) C', W W>" 0 0 z 0 A2 fT 4" Thick Concrete Pad -A L#4 Bars 12* 0 12" Ctrs. U) C\, Instal 6" (Min.) C" Gravel Bedding C= :Do 46 Ce SODDED NORMALLY DRY POND t Tu Wz CROSS-SECTION .4 0 F5 us zu, FDOT TYPE E INLET (Modified) 4 J-1 STORM TOB ELEV=4.75 0 77- 'N > 777777�, OUTFACE CONTROL TREATMENT ELEV=3.77 LU z CD MATCH 4 STRUCTURE E-2 X, J A 2 'PROJECT 731-08 t EXIST ", :,,1:0RG1NAL DAM: 03,02.09 GRADE THERE SHALL BE A 2% MAX. BOTTOM EL. =3.50 77�77 -77 CROSS SLOPE ON ALL THE SURVEY WAS PREPARED IN CHECKED BY: KEZ SHWL ELEV=31.50 SIDEWALKS N.A.V.D. 1988 DATUM DRAWN BY: POND SECTION A-A (TYP) SHEET NO. N.T.S. C5 OF 10 CONSTRUCTION C.0 CO > co 0 z z z 0 0 F-i 0 c) W • W • W 0 W 0. 0. §11 • 2* Cl. j 15" RCP - --------- ---- -- a�' SKIMMER BOTTOM EL= 3.50 Outfall Pipe JIT I d jpe&'4 "'D'j 2 2 'I 1 :Sr.`" A D POND BOTTOM EL=3.00 (SUMP) C', W W>" 0 0 z 0 A2 fT 4" Thick Concrete Pad -A L#4 Bars 12* 0 12" Ctrs. U) C\, Instal 6" (Min.) C" Gravel Bedding C= :Do 46 Ce SODDED NORMALLY DRY POND t Tu Wz CROSS-SECTION .4 0 F5 us zu, FDOT TYPE E INLET (Modified) 4 J-1 STORM TOB ELEV=4.75 0 77- 'N > 777777�, OUTFACE CONTROL TREATMENT ELEV=3.77 LU z CD MATCH 4 STRUCTURE E-2 X, J A 2 'PROJECT 731-08 t EXIST ", :,,1:0RG1NAL DAM: 03,02.09 GRADE THERE SHALL BE A 2% MAX. BOTTOM EL. =3.50 77�77 -77 CROSS SLOPE ON ALL THE SURVEY WAS PREPARED IN CHECKED BY: KEZ SHWL ELEV=31.50 SIDEWALKS N.A.V.D. 1988 DATUM DRAWN BY: POND SECTION A-A (TYP) SHEET NO. N.T.S. C5 OF 10 CONSTRUCTION + r� i- Ifs.; ; r T"pa�a�y B07Ch Mock 'r;t ' •.r;1 a. y�, r, +11• .fir -- -r ry Y'�i,i'r1` `:�u�r'L!. "�'�•1:' j,".�i`r PG.A'J IV 0 0 J t., 12 k 15, G -A) I 1' 4 - - -- - ------ ------ -- -- ---- -- ---------------------- i' SCALE: 17- 20' GRAPHIC SCALE LEGEND PROPERTY BOUNDARY ss ss PROPOSED SANITARY SEWER Fs Fs PROPOSED FIRE SERVICE - W_ m_ PROPOSD POTABLE WATER e TevnpGValry leench Mork A ? t �,O k rB0 T C �, Pk NoN d DISC £/. - .146 r WM UTILITY NOTES: rJ �'' i t Pt, - 1 4ri ,�, `� ! r 4 _ _ I Q 1. CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND a? F. ';1F' > _ '`' F EXISTING 8" RECLAIMED 1 ' P ? N - UTILITIES. UTILITIES HAVE BEEN OBTAINED FROM THE CITY OF CLEARWATERS 1Y'i4'I If i:e+ = L -L} L 4 I ' .5 UTILITY ATLAS. g 2. POTABLE WATER & FIRE SERVICE SHALL BE PROVIDED BY: THE CITY OF 4. a rt. �i (1) 8x2 SADDLE TAP W /G.V. IN BOX - II �sr�r4rrs:asorrfr; ~; ,A - r' rr fli' CLEARWATER. av T,4 ,.7A r',,.: r'T _ `� �0�_ti., i; -,o" im; (1) 2" RECLAIMED IRRIGATION METER a�' :i- °' ry. (1) 2" STUB 3. SANITARY SERVICE SHALL BE PROVIDED BY: THE CITY OF CLEARWATER. 4. CONTRACTOR TO COORDINATE INSTALLATION OF ELECTRICAL POWER IV. V ^, ^. Flood Zone r r I _ "pai- SERVICE WITH LOCAL ELECTRIC COMPANY. Flood Zone AE 1 E[. 1,3 I " `�. " '.�c.d, u i �' .9 �I,' "cn7c., c,z rail 5 q4 (EL. 12) Flood Zone AE -_ - -- __ -- ___.__ __ ( __ __ 5. AND TOPOGRAPHIC SURVEY FOR LOCATION OF OTHER ^ ` i s ;G��t- f ^ `"z' - 210 �� ;� SEE UTILITIES. DARY SITE H c.ip. P.M, ,Pn;. EXISTING fS �'c•- I , C�'o 0 ?< �'+iJlirr p a 7r.n7. .� i'IC,.�.'I ,nr2 ;4• ', ,, 3' ,I h•'''� ✓.1 vrro f� ii71 9! i' ?C +r �," !.. ! !� o r; 0 ,� O.M. JI Po! f f� ,� :,? Palm 6. SEE GENERAL NOTES SHEET FOR ADDITIONAL UTILITY NOTES. Teo, f ,+ f.' ,��.' Cie:' r'�,, 1+ }aG lr �L, P ? Uu.ir. e.6 llJ" r '' ?0" t� 7 ? 6, wood x '7�'. _r �lrj �r �y'bfjd cet�'�ae 11 /i ^.1_ -L_ r ', a - '- .t�..��._ C•_'� S�;, F, !. ��/� -rr' I CJf Cr elr .VC;id' Cr_v'L','E'iF ,taut r.J.b' �, �4 }+Y. ^eGS C.:mn-s I: +,� rv', {4 .S' I,.. `7- '� .r. ''�iQ��. .S�%Si�%•� �%/J -- Sj� -i7-- e``� =r-= IYATE 7. INFORMATION DEPICTED REGARDING EXISTING UTILITIES IS PROXIMATE .1 ''�` `fPf L'Bt ' R»mcsa7ry 49[?!! I. :n r4" r^,9s_�rr,r_4 w.ai .h k ;Jr ,'.lfj `Yy�.i1. ,". i. L. l: - , � =_�In _ _�R�r7:GSC,7r1 ,,.•;,,,.�:�. ;�' � ',, � 3• -; ±•�'' :� „ , 4, AND IS NOT FIELD VERIFIED. PRIOR TO COMMENCEMENT OF CONSTRUCTION �- 1;.. �. - �c1_lrrV r 7rµ. N05 __ 1 1+ ?'tnC�' ,y • so%8os, aoet ?Ca7 te , o ,� c, 0 0 o m CONTRACTOR WILL FIELD LOCATE & VERIFY EXI STING UTILITIE S e. g. TYPE OF ::u ; 4 „ 10.OD SW UTILITY, INVLRT, CONDUIT MATERIAL ETC. AND CONTRACTOR SHALL NOTIFY 28 W () ENGINEER OF ANY DISCREPANCIES AND /OR CONFLICTS. ji , +I - bF +:>•.,,'r'VS '�.,_ ��+ ,u il>7'•�`;``''8,n ;.sF .;at `1J`1l R7.ix7 ^" SPA" at.L"' •1C.4? !'l+•11 + 4 �• + < ?f� e•2.r 3 I �_? 8. UNDERGROUND WATERMAINS SHALL BE INSTALLED AND COMPLETED AND IN r SERVICE PRIOR TO CONSTRUCTION AS PER NFPA 241. 9. CONTRACTOR SHALL INSTALL FIRE SERVICE LINE FROM TAPPING SLEEVE & •� % � i' { + +! /! �'• `, �' t ^' E ti �' ' ,,�a u ;� VALVE TO THE LOCATION OF BACKFLOW PREVENTER AND FROM DEVICE TO ! r' �� v� �� { BLDG. 10. WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE INSTALLED, THEY SHALL BE INSTALLED COMPLETED AND IN SERVICE PRIOR TO i,! sta -r � CONSTRUCTION AS PER NFPA 241 FIRE DEPARTMENT CONNECTIONS SHALL BE ++ i` ;';' I, I '� O � � •; ,: od Zon rl � I � '�'_ I .r LL�� ;� r+4as�7ry ; : � r :i' G i EL. �� r A'62AW1 ?DO' r�r ,7hz- : Curb Construction Symmetrical About Driveway Face of --/ � Wearing Curb N Surface 3' TRANSITION AT DRIVES NOTES: 1. There shall be a 1/2" seal joint between back of curb and driveway. 2. Concrete in curbs shall be 3000 psi, with fiber mesh reinforcing. 1 "at All Drives Wearing ♦ d '�_..\ / \ ' ' ••� • ' �� Surface :A•. i \ a Base 6 18" Compacted Subgrade 4" Drop at All Drives 6 2' " R c� Wearing 3 "R Surface ;d; (V ♦�: ;' /4 "R Base . Compacted \ /��\ i \\ 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 TYPICAL CURB CROSS SECTIONS CITY INDEX NO. 101; 1 OF 2 N.T.S. CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT �;l" U CURB CROSS CHWo BY SECTIONS REV. I DATE I oESCR1PnoN App DES F— 1" Drop at All a MODIFIED CURB NOTES: 1. There shall be a 1/2" 5„ 1„ seal joint between back �•—� of curb and driveway. I I 1-1/2"R 2• Concrete in curbs shall #3 Bar be 3000 psi, with fiber Cont. ; : mesh reinforcing. Wearing \` Surface 6 #3 Bar, 10" Long, /\\ , 36" 0. C. Base TYPICAL CURB CROSS SECTIONS Compacted Subgrade CITY INDEX NO. 101; 2 OF 2 PIN / DOWELLED CURB 1 OF 2 Wearing Surface �� / \/ j \ //\ �; j • : Subgrade M • /X VALLEY GUTTER CURB 9" 91, 1 -3/4 "R 3/4 R -� Wearing \_ Surface L Base N' '6" \ Compacted Subgrade MEDIAN CURB CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT REV DATE DESCRIP110N App DESKYIED BY 101 C.M.H. 2 OF 2 FDOT Type S -3 Asph. Conc. patch to be 2" min. thickness or match existing for thickness in excess of 2" If this point Is 4' Min. within 4' of an Patch / Resurface full width of Monolithic Slab existing joint, T +2" (8" Min. street on longitudinal then replace Replace Base installations Compacted Thickness) 3,000 psi Fiber to the joint. Mesh Concrete Replacement base material shall be Undisturbed Exist B / ;: Existing Concrete approved by the Base Engineer per City W Article 22 12" r., Trench 12" 6. 6" 18" Trench 18" Width Varies Min. Width Min. Varies Compacted Undisturbed Trench Side Undisturbed Trench Side Backfill Compacted Backfill \� T= Thickness of / { original Base " T =6 until W exceeds \�! \� /� \ \ % \��\ \� / \•. 6', then T =8" ASPHALT STREET AND DRIVEWAY REPLACEMENT REQUIRED FOR CONCRETE REPLACEMENT REQUIRED UTILITY CONSTRUCTION FOR UTILITY CONSTRUCTION STREET AND DRIVEWAY REPLACEMENT FOR CONCRETE & ASPHALTIC CONCRETE SURFACES CITY INDEX NO. 104; 1 OF 1 N.T.S. CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT REV DATE DEscrd APP DE5IGNEDBY t UNt,KLIL & ASPHALTIC 104 C M.H. CONCRETE SURFACES 1 OF 1 a ti �' 1* �-v 6 \sti• 3' Trawitton NOTE. omas wings 4" Drop at All Drives Qo4 �P 5" 1" 1 -1/2 "R Wearing Surface BLUE BACKGROUND ED �.?�• A A Back of Curb O ___I �\ —J- r - surface require- see Note 8 °o L 'i, is i'14 - Qf li Base -- 0 E TYPICAL DRIVEWAY CROSS SECTION ' . . . . . . . . . . . Compacted. . . . Pro ert R.O.W. Line R 2 4' Min Residential Street 1' Cit R W • Subgrade • . . . +� ° 5' Min Arterial Street 2' CITY R M iV 1.2 B 2" HOT DIPPED GALVANIZED PLAN VIEW 1/4" per Foot 6" 6" Vertical Curb In Transition STRAIGHT CURB S'• :•;.: ••, Back of Curb 3000 psi concrete 4" thick. Constr. 6" z' Curb Construction Symmetrical About Driveway Face of --/ � Wearing Curb N Surface 3' TRANSITION AT DRIVES NOTES: 1. There shall be a 1/2" seal joint between back of curb and driveway. 2. Concrete in curbs shall be 3000 psi, with fiber mesh reinforcing. 1 "at All Drives Wearing ♦ d '�_..\ / \ ' ' ••� • ' �� Surface :A•. i \ a Base 6 18" Compacted Subgrade 4" Drop at All Drives 6 2' " R c� Wearing 3 "R Surface ;d; (V ♦�: ;' /4 "R Base . Compacted \ /��\ i \\ 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 TYPICAL CURB CROSS SECTIONS CITY INDEX NO. 101; 1 OF 2 N.T.S. CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT �;l" U CURB CROSS CHWo BY SECTIONS REV. I DATE I oESCR1PnoN App DES F— 1" Drop at All a MODIFIED CURB NOTES: 1. There shall be a 1/2" 5„ 1„ seal joint between back �•—� of curb and driveway. I I 1-1/2"R 2• Concrete in curbs shall #3 Bar be 3000 psi, with fiber Cont. ; : mesh reinforcing. Wearing \` Surface 6 #3 Bar, 10" Long, /\\ , 36" 0. C. Base TYPICAL CURB CROSS SECTIONS Compacted Subgrade CITY INDEX NO. 101; 2 OF 2 PIN / DOWELLED CURB 1 OF 2 Wearing Surface �� / \/ j \ //\ �; j • : Subgrade M • /X VALLEY GUTTER CURB 9" 91, 1 -3/4 "R 3/4 R -� Wearing \_ Surface L Base N' '6" \ Compacted Subgrade MEDIAN CURB CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT REV DATE DESCRIP110N App DESKYIED BY 101 C.M.H. 2 OF 2 FDOT Type S -3 Asph. Conc. patch to be 2" min. thickness or match existing for thickness in excess of 2" If this point Is 4' Min. within 4' of an Patch / Resurface full width of Monolithic Slab existing joint, T +2" (8" Min. street on longitudinal then replace Replace Base installations Compacted Thickness) 3,000 psi Fiber to the joint. Mesh Concrete Replacement base material shall be Undisturbed Exist B / ;: Existing Concrete approved by the Base Engineer per City W Article 22 12" r., Trench 12" 6. 6" 18" Trench 18" Width Varies Min. Width Min. Varies Compacted Undisturbed Trench Side Undisturbed Trench Side Backfill Compacted Backfill \� T= Thickness of / { original Base " T =6 until W exceeds \�! \� /� \ \ % \��\ \� / \•. 6', then T =8" ASPHALT STREET AND DRIVEWAY REPLACEMENT REQUIRED FOR CONCRETE REPLACEMENT REQUIRED UTILITY CONSTRUCTION FOR UTILITY CONSTRUCTION STREET AND DRIVEWAY REPLACEMENT FOR CONCRETE & ASPHALTIC CONCRETE SURFACES CITY INDEX NO. 104; 1 OF 1 N.T.S. CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT REV DATE DEscrd APP DE5IGNEDBY t UNt,KLIL & ASPHALTIC 104 C M.H. CONCRETE SURFACES 1 OF 1 a ti �' 1* �-v 6 \sti• 3' Trawitton NOTE. omas wings Remove Curb if Existin Qo4 �P Exist Conc Drive BLUE BACKGROUND Max Slope 12"1" 12" A A Back of Curb 1 Max Slope l 6" " r - surface require- see Note 8 .; - R.• ; ; 4„ :•;.r.��: .• :k• :Y:.:f. WHITE BACKGROUND -1/2" ExP. Joint 1/2" Ex p. Joint 4 -- 0 E TYPICAL DRIVEWAY CROSS SECTION ' 3 Pro ert R.O.W. Line R 2 4' Min Residential Street 1' Cit R W Conc. Sidewalk B +� ° 5' Min Arterial Street 2' CITY R M iV 1.2 B 2" HOT DIPPED GALVANIZED PLAN VIEW 1/4" per Foot 6" 6" Vertical Curb In Transition NOTES: S'• :•;.: ••, Back of Curb 3000 psi concrete 4" thick. Constr. 6" 1. Provide tooled Joints at distances matching the width. Also Place obstruction thick at driveways with 6 "x 6 "/10x10 SECTION B —B welded wire fabric. (See note 7.) 2. If some physical exist* which prevents the placing of sidewalks as shown, contact the Engineering Division for alternate location. 3. Wooden and other spacers will not be permitted in sidewalks or driveways. Remove entire Curb and Replace as Part of Sidewalk Ramp. 4. No coatings of any kind will be permitted on concrete sidewalks or driveways without specific approval of the City Engineer. 5. All concrete shall be 3000 psi min. O 28 days, with fiber mesh reinforcing. 12" Textured Surface 1 "�- Max Slope 6. Concrete surface to be light broom finish. c35� 7. Concrete driveway construction shall be 8" thick w 8 "x 6 "/10x10 welded wire fabric reinforcement. & Ramps shall have a tactile surface, textured to a depth not Remove to an Expansion Joint even joint or exceeding 1/8" by use of tamp or roller in conformance with reeqquirements of FDOT Roadway and Traffic Design Standards, sawcut Detail 304 or most recent modifications. SECTION A — A TYPICAL SIDEWALK CONSTRUCTION & RAMP DETAIL O H CITY INDEX NO. 109; 1 OF 3 Q N.T.S. E I I CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT mac+ o REV. I I DMMP70N ,� DESI D BY KAMP DETAIL 109 —DATE BLUE BACKGROUND 1 OF 3 Match Existing if CONC. SIDEWALK Growl Plantin or Other Existing Sidewalk WHITE BACKGROUND Non - Walking Surface Grass Planting or Other w & LETTERS Non - Walking Surface WHITE BACKGROUND 4'/5' 2" HOT DIPPED GALVANIZED RAMP CURS 6" STANDARD WEIGHT STEEL PIPE 6" 6" Vertical Curb In Transition W 00 W Exist. Type I Curb Remove Back of Curb Flow Line `�`�,,`• '9 if Existing " RETURNED CURB RAMPS If "x" is less than 48" then VALLEY GUTTER CURB ISOMETRIC VIEW the slope of the flared side shall not exceed 12:1. CONC. RAMP CURB DROP CURB Textured Surface TRANSITION CURB TRANSITION BACK OF SIDEWALK ELEVATION A —Q Flow LINE � TYPICAL SIDEWALK CURB CUT RAMPS PHYSICALLY HANDICAPPED CITY INDEX NO. 109; 2 OF 3 N.T.S. .d e• . . 4o < 4" 12:1 MAX. SECTION B —B NOTES: 1. Ramps are designed to the Uniform Federal Accessibility Standards to comp)y 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 rollerin Conformance with Requirements of FDOT Roadway and Traffic Design Standards, Detail 304 Or Most Recent Modifications. CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT REV. I DATE I DESCRIPIKIN App 2OF3 Stall I NOTE: CONCRETE TO BE 3,000 PSI, WITH FIBER MESH REINFORCING. 2 -1/2" min 2" min cV e I I T NOTES: • • • 1. WHEEL STOPS TO BE PLACED 2' BACK, AS SHOWN ABOVE. CENTERED IN THE PARKING STALL 7 -3/4" #3 Bar 7_1/2" #3 Bar 2• WHEEL STOPS CAN BE PAINTED IN A TYPE A Typical CONTRASTING COLOR SUCH AS TYPE C Typical GRAY, YELLOW OR BLACK. BLUE SHALL BE USED FOR HANDICAP WHEEL STOPS REINFORCED CONCRETE PARKING STALLS. CITY INDEX NO. 117; 1 OF 1 N.T.S. r �� REV. I DATE I DMMPTaN APP. CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 1 OF 1 HANDICAPPED SIGN SEE INDEX No. 119 CONK WALK RAMP DOWN CONC. WALK SEE IND NEXND NEx 0 109 WI1DEE(TTRACC BLUE aT WIDE (TYPK.AC WHITE TRAFFIC WHITE 4" STROKE =1 iNPICAL). I U1 'II�� -11� NOTE: �fl' All pavement markings to be thermoplastic. 2" (TYPIC17' -D" TYPICAL SINGLE HANDICAPPED STALL CITY INDEX N0, 118; 1 OF 2 N.T.S. 1' -0" STANDARD PRE-PAINTED - DISABLED PARKING SIGN ON 1/8" THICK SHEET ALUMINUM III I •a•' I i , 4--L-4 I I TYPICAL HANDICAPPED SIGN DETAIL CITY INDEX NO. 119, 1 OF 1 N.T.S. CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT REV I DATE I DESOW-TION I App. 1 OF 2 WHITE BORDER & SYMBOL (TOP OF THE SIGN) BLUE BACKGROUND BLACK BORDER & LETTERS (MIDDLE OF THE SIGN) WHITE BACKGROUND W co BLACK BORDER w & LETTERS (BOTTOM OF THE SIGN) WHITE BACKGROUND NOTE: 2" HOT DIPPED GALVANIZED ALL LETTERS - 1" SERIES "C" STANDARD WEIGHT STEEL PIPE 8" X 2' -6" CONCRETE MASS. FINISH TOP OF MASS LEVEL WITH A SLIGHT RAISED WASH APPROXIMATELY 1/2" ABOVE LEVEL OF TURF/SOD. R I DATE I DE9aWr" App CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT NDE:g Na 1 OF 1 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 2800212 U) CO P4 o W �D O Z O LO aa�LO� O a c O O a � 1 H w Q w M � I�-•I w CO 0 Lo P4 O O LO O w q Z LCD O Z cr) O co E"'I W Q a �-I w m O I- a U CO) 0 a 0 z c W co w H co C= 1. W 00 W z - w c35� H w -- .t' :.; .. N z w Ud , v O H Q 0� QT--q O ::4 wx (zl o w F- w O� a 731-08 o. W co E"'I W Q a �-I w m O I- a U CO) 0 a 0 z 1 6 C= 1. mop • ,., W - o tv �;�." c35� -- .t' :.; .. N z w Ud , v U, � zw C�—.9 0� (� UJ C (zl -� z to PROJECT #: 731-08 -- r. ORGINALDATE: 03.02.09 -._ M CHECKED BY: KEZ DRAWN BY: JVI SHEET NO. NOT FOR CONST RUCTION C7 OF 10 1 6 i!7 SOD (TYP) 5' (MIN) SECTION AA 8' 4x WI4 WWF 2' .6" `O SOD BOTTOM ' OF POND 6 — 4 3" 18" ,. #4 REBAR a 11 „ M iV PROPOSED PAVEMENT 6 "x6" WI 4x WI4 WWF `- (SEE DETAIL) 6„ #4 REB - „ NOTE: 16" 6" HAUCH FOOTING DIMENSIONS TYPICAL FOR PERIMETER SHOWN BOTTOM OF HAUNCH IN PLAN VIEW. FOOTING SECTION BB i�_l C CURBING SEE PAVING PLAN PLAN VIEW CONCRETE FLUME DETAIL N.T.S. A CLEANOUT PLUG CHARLOTTE Pipe And Foundry Company Part No. 106 Or Equal , Concrete Pad 8" Thick x 1' -6" Sq. D TWO —WAY CLEANOUT CHARLOTTE Pipe And Fot Part No. 448 Or Equal See NOTE For Traffic Bearing Cover. FEMALE ADAPTER CHARLOTTE Pipe And Foundry Company 17_..i kI_ 4n11 r%_ r -.._, 0 NOTE: Cleanout Plug Cover To Be U.S. Foundry 7623 Or Equal. Q 3/04 R.,UW Pr UU/ . R.S.F. REV. DATE DE90tIPTION APP. L Ebba Iron Megalug (Typ.) Ebba Iron 1500 Series (Typ.) anged Tee Flanged Tee Flanged 90' Bend` 0 � Flanged 90' Bend 0 0 0 0 0 0 0 '� Uniflange Meter 12" �- D.I. Pipe ewer Lateral T- M.J. 90' Bend M.J. 90' Bend -� \ )UT DETAIL Flaw 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 ENGINEERING DEPARTMENT APPROVED R.P. DEVICES * APPROVED DOUBLE -CHECK VALVES ATE Hersey -Beeco Model 6CM Hersey -Beeco Model No. 2 A STANDARD 1t 07 95 Ames 5000 SS Ames 2000 SS REc �Et9 BY CLEAN OUT. INDEX NO. Watts Model 909 or 009 Watts Model 709 or 007 cxf W.J.S. Sancta 304 Conbraco 40200 Conbraco 40100 PRROVVEJD BY 1 aF 2 n.t.s. ON ALL TEES, A MINIMUM 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" BURY DEPTH, 150 PSI TEST, PRESSURE. 8" PVC MAXIMUM SIZE USED IN SYSTEM NOM. E ELBOWS (deg.) V VALVE D DEAD 11.25 2 22.50 4 45 9 90 B LENGTH IN FEET L L 4" 2 2 4 4 9 9 2 21 2 28 4 46 6" 3 3 6 6 1 12 2 29 4 47 6 65 8" 4 4 8 8 1 16 3 38 6 66 8 85 THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS: 1. BEND - INLET AND OUTLET 2. TEE - OUTLET BRANCH 3. OFFSETS - INLET AND OUTLET NOTE: 4. CAPS THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE 5. PLUGS EBBA IRON MEGALUG RESTRAINERS. 6. DEAD ENDS THRUST RESTRAINT BETWEEN PIPE JOINTS SHALL BE 7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS EBBA IRON 1500 SERIES RESTRAINERS. PVC PIPE THRUST RESTRAINING N.T.S. CITY OF CLEARWATER, FLORIDA I ENGINEERING DEPARTMENT REV. I DATE I pE9CR1p7pN I APP. Restraining Gasket (Typ.) � L —�•� Thrust Restraint (Typ.) JBlI ON ALL TEES, A MINIMUM OF 5'• SHALL BE RESTRAINED ON EACH RUN LEG. DO L = MINIMUM LENGTH TO BE VER1 RESTRAINED ON EACH SIDE OF FITTING (ft.) * = CONTACT ENGINEER FOR VALUES FIGURES BASED ON 30" BURY DEPTH, 150 PSI TEST PRESSURE FIGURES DON'T APPLY TO POLY WRAPPED PIPE PIPE SIZE ELBOWS (deg.)' VALVE E S BRANCH DEAD END 11.25 22.50 45 90 LENGTH IN FEET L 4" 2 3 7 17 18 30 6" 2 5 10 23 30 42 8" 3 6 12 30 42 54 12" 4 8 17 42 �`r 76 16" 5 10 22 53 >� 97 20" 6 13 26 63 1~'r 117 THE FOLLOWING JOINTS MUST BE RCS 1 OF 2 TRAINED IN ALL APPLICATIONS: 1. BEND - INLET AND OUTLET 2. TEE - ALL BRANCHES 3. OFFSETS - INLET AND OUTLET 4. CAPS 5. PLUGS 6. DEAD ENDS 7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS NOTE: THRUST RESTRAINT ON SLIPJOINT DUCTILE IRON PIPE SHALL BE U.S. PIPE FIELD LOCK GASKETS FOR TYTON JOINT PIPE or AMERICAN FAST -GRIP GASKETS FOR AMERICAN FASTITE PIPE. THRUST RESTRAINT ON DUCTILE IRON FITTINGS SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERS AND MECHANICAL JOINT FITTINGS. DUCTILE IRON PIPE THRUST RESTRAINING N.T.S. CITY OF CLEARWATER, FLORIDA P I ENGINEERING DEPARTMENT REW. NMI, BY DUCTILE IRON PIPE , °A ,,,. REV. I DATE I DESCRIpTCN I APP. 2 of 2 H 0 O Z W> — fA — OztA X11 � 1,� •• < ' �'.I Z Z �1 i15 PROJECT #: 731-08 LL, t a. OROINAI DATE: 03.02.09 CHECKED BY: KEZ DRAWN BY: JVI SHEET NO. NOT FOR C$ OF 10 CITY OF PUBLIC BY T BY V n. t. s. CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING Adjustable`�� c Valve Box ° L C O When Valve Occurs in Roadway, ED > Cfl set Base on 10— Common Brick. 1 0 V_ N O w CO ani W C) z 1.4 Water Main Z Z w Mech. Joint Valve Restraining Joint � � pW Q H CITY OF CLEARWATER, FLORIDA h4 PUBLIC WORKS ADMINISTRATION O z O I RE ENGINEERING F e--I !!iper TYPICAL VALVE 01 D15 92 ¢ w 9Y SETTING CROSS - SECTION Z 1"� REV DATE DESCRIP" App. BY 1 OF 4 V V i� Z W W n off. v=i W Q H�-1 W m z O a i2 0 rn W 0 CONSTRUCTION T KEITH ZAYAC & ASSOCIATES, INC. (727) 793 -9888 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 WWW.KEITHZAYAC.COM EB 9381 - LC 2600212 E-4 LO U O W w O co Z N 0 LO i r�1�1i 02 94 .L,.I't�� w v ' O V 0 .. 3O5 O P4 P4 wAZcl� 0 O Adjustable`�� c Valve Box ° L C O When Valve Occurs in Roadway, ED > Cfl set Base on 10— Common Brick. 1 0 V_ N O w CO ani W C) z 1.4 Water Main Z Z w Mech. Joint Valve Restraining Joint � � pW Q H CITY OF CLEARWATER, FLORIDA h4 PUBLIC WORKS ADMINISTRATION O z O I RE ENGINEERING F e--I !!iper TYPICAL VALVE 01 D15 92 ¢ w 9Y SETTING CROSS - SECTION Z 1"� REV DATE DESCRIP" App. BY 1 OF 4 V V i� Z W W n off. v=i W Q H�-1 W m z O a i2 0 rn W 0 CONSTRUCTION T T *g•lk iSP :4 3 , PTV 38 " 2_1 4. 9 f. WR V- 3 F, - --------------- --------------------- ------ - -------------------------- J. ti N 0 ;v c z y 1) 'q r" oror Bauch MOV* P '4 R F 0 '9' Z c. 7' .0 J.-�3 44 yt D1w EL — j48 Al '50 1 F,0 L ls� 4-e7v r A n. p". C-1 P A R Ar ,z 1 0 .5" 10 SP SID SID cc"If TJ 3 3 2'r 250 Floo e AE wr F "j (EL 11) C ".` j U It'�ry• !r.>1 ,7�si , _ 6e � _ + J'` j ly,igF Cif? 77 f, '_ sp sp, /v c C. 3 w, po"m 11,31) 'S ifl f? r. - r4l C==== is ya PTV 6 61 QZ TJ 30 PTV on 9 25 PTV _y . .... . I co 20 Po' W Lh' L OT 1 44 Ong f,YCL lJofo A R 0 7 ;1 1 C A H 1. . 0, ? 0 - slorm mup"'jcvr LZ Y" /'PTV) J. 55 — j , ST AUGUSTINE �j . r PTV SOD (TYP.) 8d"ch mdv* '51 Temporary 1 flood NEW RETENTION AREA k, 32 G: ,aJ�. _ r ;' -+ }„ !rr .L'rr.�C \;:, !' /.:;k; 'l 1 ''1 �� I p. " WT 2 Q,f� + ;1 3, 114 ;V 0 - — ------ A2 j =c, ('PEP J5 perb"n 15 00, P, 1w 15" r C4 , c. co� CL'rb !i, 4?tc, rq,q,, ca--o hv-v! Q, u? cor j -Lx i 7, c )'is WT g, 2 'i WR SP ftwh Mar* fly, P* Nal & DISC O. 410 piu,7' IC sta U ST. AUGUSTINE SP 119". lcp 80 "A 3 3 3 oi c" 4c, LANDSCAPE PLANTER n. WT a o e" 0. C-13 ON 2-0:k B�R M —C V61-7 6r t C C p� 0 N A D O r) q SOD (TYP.) R 0 N A D 0 D R v ot, N, " A f.r 4 -- -�—, 01' Ac U/ -0j-.j (4 5 A rvh it O 1".'i z-'pc -1. 5f, 4 ;n J? cjv, _t_?T 'A' Z — - ------- -9. 0") V 0! = 1. J4 aj C101c, curb 41- h7 24 A- cen", 4, _�j CiIrb slorep 6" tL) L cur& 044 0. -0 el. 0- 4,Q II PROPOSED PLANT LIST I 01 01 01 40' SCALE: l-- 20' GRAPHIC SCALE SYMBOL NO. SCIENTIFIC NAME COMMON NAME SIZE REQUIREMENTS TREES Lu 0 L= 7 LL" 0 V1 V1 X Qv iF 0 QUERCUS VIRGIN[ANA LIV60AK 2.5" CAL. (1101 HT. MIN.) it II 1 5 5' MEXICAN WASHINGTON PALM 10' -12' C.T.H. SP CU II -'¢L SABAL PALMETTO CABBAGE PALM 10`-12' C.T.H. z COCCOLOBA U%AFERA SEAGRAPE 8' HT. MULTI•TRUNK SHRUBS 0 RI PTV 175 231 RAPHIOLEPIS INDICA PITTOSPORUM TOBIRA VARIG.' INDIA HAWTHORN 3 GAL. (24" O.C. SPACING) NO 30 NERIUM OLEANDER PETITE SALMON VARIGATED PITTOSPORUM 3 GAL., Z HT,, 24- O.C. SPACING GROUNDCOVER E-1 I." SE4 C'O'PT t% R'Zscwr 'j lw� R 280 352 TRACHELOPERMUM JASMINOIDES •INIMA! WEDELIA TRILOBATA DWARF CONFEDERATE JASMINE R4 PTV WEDELIA I GAL., 120 D.C. SPACING Flood Zone VE 25 17 SP LO 0 3 Flood Zone AE 0 12) 715. J O J A � 4", ill m oy/. *g•lk iSP :4 3 , PTV 38 " 2_1 4. 9 f. WR V- 3 F, - --------------- --------------------- ------ - -------------------------- J. ti N 0 ;v c z y 1) 'q r" oror Bauch MOV* P '4 R F 0 '9' Z c. 7' .0 J.-�3 44 yt D1w EL — j48 Al '50 1 F,0 L ls� 4-e7v r A n. p". C-1 P A R Ar ,z 1 0 .5" 10 SP SID SID cc"If TJ 3 3 2'r 250 Floo e AE wr F "j (EL 11) C ".` j U It'�ry• !r.>1 ,7�si , _ 6e � _ + J'` j ly,igF Cif? 77 f, '_ sp sp, /v c C. 3 w, po"m 11,31) 'S ifl f? r. - r4l C==== is ya PTV 6 61 QZ TJ 30 PTV on 9 25 PTV _y . .... . I co 20 Po' W Lh' L OT 1 44 Ong f,YCL lJofo A R 0 7 ;1 1 C A H 1. . 0, ? 0 - slorm mup"'jcvr LZ Y" /'PTV) J. 55 — j , ST AUGUSTINE �j . r PTV SOD (TYP.) 8d"ch mdv* '51 Temporary 1 flood NEW RETENTION AREA k, 32 G: ,aJ�. _ r ;' -+ }„ !rr .L'rr.�C \;:, !' /.:;k; 'l 1 ''1 �� I p. " WT 2 Q,f� + ;1 3, 114 ;V 0 - — ------ A2 j =c, ('PEP J5 perb"n 15 00, P, 1w 15" r C4 , c. co� CL'rb !i, 4?tc, rq,q,, ca--o hv-v! Q, u? cor j -Lx i 7, c )'is WT g, 2 'i WR SP ftwh Mar* fly, P* Nal & DISC O. 410 piu,7' IC sta U ST. AUGUSTINE SP 119". lcp 80 "A 3 3 3 oi c" 4c, LANDSCAPE PLANTER n. WT a o e" 0. C-13 ON 2-0:k B�R M —C V61-7 6r t C C p� 0 N A D O r) q SOD (TYP.) R 0 N A D 0 D R v ot, N, " A f.r 4 -- -�—, 01' Ac U/ -0j-.j (4 5 A rvh it O 1".'i z-'pc -1. 5f, 4 ;n J? cjv, _t_?T 'A' Z — - ------- -9. 0") V 0! = 1. J4 aj C101c, curb 41- h7 24 A- cen", 4, _�j CiIrb slorep 6" tL) L cur& 044 0. -0 el. 0- 4,Q II PROPOSED PLANT LIST I 01 01 01 40' SCALE: l-- 20' GRAPHIC SCALE SYMBOL NO. SCIENTIFIC NAME COMMON NAME SIZE REQUIREMENTS TREES Lu 0 L= 7 LL" 0 V1 V1 X Qv 2 QUERCUS VIRGIN[ANA LIV60AK 2.5" CAL. (1101 HT. MIN.) WR 12 WASHINGTONIA ROBUSTA MEXICAN WASHINGTON PALM 10' -12' C.T.H. SP CU 27 9 SABAL PALMETTO CABBAGE PALM 10`-12' C.T.H. z COCCOLOBA U%AFERA SEAGRAPE 8' HT. MULTI•TRUNK SHRUBS 0 RI PTV 175 231 RAPHIOLEPIS INDICA PITTOSPORUM TOBIRA VARIG.' INDIA HAWTHORN 3 GAL. (24" O.C. SPACING) NO 30 NERIUM OLEANDER PETITE SALMON VARIGATED PITTOSPORUM 3 GAL., Z HT,, 24- O.C. SPACING GROUNDCOVER E-1 I." DWARF OLEANDER 3 GAL., Z HT., 24" O.C. SPACING TJ wr 280 352 TRACHELOPERMUM JASMINOIDES •INIMA! WEDELIA TRILOBATA DWARF CONFEDERATE JASMINE 1 GAL., 30' O.C. SPACING WEDELIA I GAL., 120 D.C. SPACING f I CIVIL ENGINEERING — LANDSCAPE ARCHITECTURE PLANNING KEITH ZAYAC & ASSOCIATES, INC. (7 2 7) 793 -9888 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 WWW.KE1THZAYAC.00M EIB 9351 - LC 2600212 z I z I z 0 F- a. U) uj 0 PROJECT #. 731-08 E4 ORGINAL DATE: LO Lu 0 L= 7 LL" 0 V1 V1 X DRAWN BY. 0 �D 0 co Z 0 0 LO z LO cy) - 0 0 N I 0 1.4 0 0 0 T_j U) E-1 I." NINO Lu w a Ir n 3 2 (L LO U LO 0 Z LO 0 cy) O z I z I z 0 F- a. U) uj 0 PROJECT #. 731-08 L6 I LLJ c) u r ORGINAL DATE: 03.02D9 Lu 0 L= 7 LL" 0 CHECKED BY. CO DRAWN BY. >. cr) SHEET NO. 0 z F4 z 0 0 N I 1.4 0 0 0 T_j Z 0 NINO Lu w a Ir n 3 2 (L z I z I z 0 F- a. U) uj 0 co CD b E zm :2� w 3 LLN 2: C'4 > PROJECT #. 731-08 L6 I LLJ c) u r ORGINAL DATE: 03.02D9 Lu 0 L= 7 LL" 0 CHECKED BY. KEZ DRAWN BY. JVI SHEET NO. I I NINO co CD b E zm :2� w 3 LLN 2: C'4 > PROJECT #. 731-08 L6 I LLJ c) u r ORGINAL DATE: 03.02D9 Lu 0 L= 7 LL" 0 CHECKED BY. KEZ DRAWN BY. JVI SHEET NO. NOT FOR I C9 OF 10 ONSTRUCTION PLANT INSTALLATION & MAINTENANCE STANDARDS INSTALLATION. PLANT MATERIALS INSTALLED I I CONDITIONS THAT ARE CONDUCIVE TO THE PROPER GROWTH OF THE PLANT MATERIAL. LIMER CK 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 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 City of Clearwater prior to the development order. 4. Irrigation system must be inspected and accepted by City of Clearwater Inspector 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. NOTES: I. 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 UFT 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( SHRUB & GROUNDCOVER PLANTING DETAIL N.T.S. c� w `1 Z M o- a U BASE OF LEAF BUD FINISH GRADE 1 HEIGHT CROSS MEMBER ROOTBALL — D AND LOOSENED E SOIL BACKFlLL ! "X2 "X4' STAKE - TREE PLANTING DETAIL N.T.S. SPREAD IN 3 TO 5 TIMES THE WIDTH OF THE ROOTBALL CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING KEITH ZAYAC & ASSOCIATES, INC. • MULCH 3" FROM TRUNK ( 7 2 7) 7 9 3 - 9 8 8 8 -MULCH 3' DEPTH ORDINAL DATE: 03.02.09 w CO U W TILLED AND LOOSENED 701 ENTERPRISE ROAD E, STE 404 NATIVE SOIL BACKFlLL SAFETY HARBOR, FL 34695 FERTILIZER TABLETS AS SPECIFIED. PLACE 0O UNIFORMLY AROUND WWW.KEITHZAYAC.COM a ROOT MASS BETWEEN MIDDLE AND BOTTOM EB 9351 - LC 2600212 OF ROOT MASS. ^ UNDISTURBED SOIL O W Q N 2-2'X4' STAKE W/ e--I E4 LO LONG TAPER MIN. 18' UNDISTURBED F W < z � Q Q SOIL U LU �./ W I'Ql� LU x Z In NL V aW w oar .LO l-{ 0 x W Q .. O LO (�WULO O Z CO P4 r-I O HURRICANE CUT OR FULL HEAD SEE SPECIFICATIONS NOTE: BUD SHALL BE PERPENDICULAR TO GROUND PLANE. TRUNK SHALL BE STRAIGHT AND WITHOUT CURVES. NO SCARRED OR BLACKENED TRUNKS. BURLAP TO PROTECT TREE- - MINIMUM 5 LAYERS 2 NON -SLIP METAL COLLARS (6) 2 X 4 WOODEN STRIPS OVER BURLAP 6" SOIL SAUCER TO HOLD WATER PLANT PALM 0" TO 2" ABOVE GRADE 3" MULCH, REFER TO SPECIFICATIONS (3) 2 X 4 BRACES NAILED TO 2 X 4 WOODEN STRIPS 2" X 4" X 3' STAKE VIII— III + NATIVE SOIL BACKFlLL OR AMENDED SOIL ROOT BALL = 71+ I I AS REQUIRED BY SOIL ANALYSIS —VIII RECEIVING HOLE SHALL BE _ — COMPACTED SOIL TO PREVENT SETTLING II - _VIII =II�II -VIII -VIII APPROXIMATELY 2' LARGER THAN I I �_ EXISTING SUBGRADE ROOT BALL DIAMETER NOTE: STAKING & GUYING REQUIRED FOR PALMS, IF NECESSARY, OR AS DIRECTED BY THE LANDSCAPE ARCHITECT. PALM TREE PLANTING AND STAKING DETAIL N.T.S. C7 V Q� V' O' r MULCH 3" FROM STEMS 3" MULCH LAYER REPAIRED PLANTING SOIL EXISTING UNDISTURBED SOIL FERTILIZER TABLETS AS SPECIFIED. PLACE UNIFORMLY AROUND ROOT MASS BETWEEN MIDDLE AND BOTTOM OF ROOT MASS 94" n.0 (;PAr'NG ALL SHRUBS /GROUNDCOVER TO BE TRIANGULAR SPACING. SEE PLANT LIST FOR (O.C.) SPACING. 18" MIN. SETBACK FOR SHRUBS & GROUNDCOVERS BACK OF CURB/ BED LINE PLANT SPACING DETAIL (SECTION) N.T.S. �w ED L".kT- _3 NOT FOR CONSTRUCTION a F w A W U U2 Q Z m Z O a U W C3 U r O Z 0 W > -0 —OZW ! oo cr) 77 *Akx > 2 t_ 731-08 ORDINAL DATE: 03.02.09 w CO U W DRAWN BY: co Q Q w 0O Z a Z Zw H ^ O W Q N I•o� e--I Q W F < z U p W frr--l�l ui Z U U LU �./ a n. a. LU x a F w A W U U2 Q Z m Z O a U W C3 U r O Z 0 W > -0 —OZW ! oo cr) 77 *Akx > 2 SHEET NO. C10 of 10 PROJECT #: 731-08 ORDINAL DATE: 03.02.09 CHECKED BY. KEZ DRAWN BY: JV1 SHEET NO. C10 of 10 BY DATE RFS 12/z/oa RFS 1/3o /os 03 i84 4'r ° 57' Sanitary Sewer Manhole bt5' top el .345 n. inv. = '4s w e. inv. e = -0.23 43' O w. Inv. = -0.15 n. w. inv. el _ -0.03 o , 1 a 4 5 c 3 2 S7WY MASMRY in SEA CAPTAIN RESMr / o Qv P E BAY /40 io X11 ° „ ` , AhMed floor 8e1vt/ao = 522 , c Flood Zone VE A 3, Flood Zone AE u " (EL. 12) Flood Zone AE 1 c ets' (EL 11J yo 0 7513' 511 510 J91 C/o top o 6F� }61 }AI N 57' �n h n"r c � + } 316 6.� SO1 2277' concrete walk concrete walk 41 256' �g1 1 (3) W.M.'s6 X78 s �w fence 'rs 8' mosavr wall ;S� 8' masonry war/ 511 S09 e' mosav wo//R }y " \ ably/ skzav'&,eel `�t� overgrown 76tG1S� NGNS 23o1�;(D) lr.a�,,.' `�� r g• $ 11 exoti 4r C }r �' ,�• area �to�, n/o5 2a�•�(M> laaoo; s •3o�w(D> � �.a U.P. 4.03 w/d s� ------ I o..nrs 10Li00,' .S15W28 -W (M) a aarr I 101 i cow` Ppar NSW A Vim, SPX zer& 4W 3� I� 4Q 491 y 4.14 brk. Pr. .° i 1 c� a IW 50'54 5.6 k k�6 f o y u �e a V S a 47dVih W SD 0 ,I65dnT v� to y II Q 0,41 o to o t,9 � �. flood Zone AE c� _ `. PART OF WATER �g Q. o! LOT 1 i k ti k 4V Q sip S I W � 314 X10 H Existing Hotel lmprommeits $ • • I lJ O .14 a o `6, o E Not Located I k $ YI bik. pw. o� '`r,, 7. 1100 o F'lpod Zone AE Q . I * al � � 4 � (EL. 12) storm manhole I 45.9 Masonry a top e. = .355 � 0 .x4 0 6vdg. 48 5 ='- 0.31 y0 bot Tem oror Bench MonF 4Ia Point of Commencment 1816 j�� top 8' dip. = 0.31 d p y k01 Southwest Comer.��, 13 9 `� Pk Nall t7 = 3.95 4,95 Water Lot 1 11823• ro 4' 114 O Sgg t /++ o Flood Zone VE ; F.H. v StR'f73'S1 ryi' (�I/ WV c O 12' palm (EL. 13) GAS ME7ER WEST BOUNDARY wA7ER LOT 1 473 a �� 46 storm manhole o [77Y PARK SUED /VISION (PER PLAT) A l ' PER pn' PARK ° p v O 41 x•85 w/ 311 s 15' PARK ( r) i t� to e% = J. 4. l � ❑ �, p Ptaht of Bs9hnAly n., s. in V. e% REC �.. d7 C. cross SUBDINS/OVJ PLA I aw Dwa 1000 00; S053F30`w (D) -0 42 r.PA " o c . �S i87 wood dock lam, 4 "x5' 82tf3,' SY.lS70'00 -W (D) sign WV's A ` SPK 10QOp; S>rtS23 --511W (At') 8 GSMA!?7 P 358 V 13 Po/ms 8280; Si�iB'46�1' (M% 4.04 �ifl °OO 3� 1 3 151 15' PARK (PER LYTY PARK }8g Lsb.t c o n a sfr w o / a/ SAX C/O I Qa c o n c. w o / k r c SUBD/NSY PLAT) o %p. �., t.sb. 15� r.C. . O' °� b. °' 18 16 . 15 r. c. P. dp 9 1P_ o /m in 2' cone. curb 11" palm in ad �4 storm Q 5 2' gutter g . s, s t 4 , 75'11'Nt (D) i Pght of planter do gutter P /aster curb in /et a stop EAST BOUNDARY cvRcmoo DRIVE 0109 25` 4@. �'197'Ag-W M i Tall DWG Tk Nai//a&y Be Mar 390 d II W1!'s }15 1j c CITY PARK SUBDIVISION (PER PLAT) �vvl1� 2� i E c storm manhole electric top el. = .390 manhole a n., s in v. el = -z oo Center line of Pav4ment C 0 R 0 N A D 0 D R/ VE II e%arric w. in v. el. = a40 ; 9 2 o manhole tw 1 412 e. inv. al = - 2.10 15 - b16 _ 414 _ b 436 429_ 4? _ 4 _ - }9 _ �1 f JL� _ }98 un. o - -' �f I I storm manhole k wv Right -of- -way Vorl s (45' Asphalt) \ top el = .148 �� II l �i A bot. = -0.30 ms's ot5 top 6' meta/ pipe �� unknown e% = 1.59 lop i 10" d.12_ d B" dip. 111 10" dip. 10" di.p. ' _ _ X13 5o�' - A. ' 43� 4.2g 6' cone. curb 4.21 �Jf68 ,�63 �'� OL }g0 O 4i 2&' y� er curb c o n c re t e w o/ k curb er st orm n , curb in /et c o n c. manhole II' 2 con. curb top e%/ = 3.75 10 & gutter n. in el. = 0.44 ^^ I sinv a.=a46 ptR' e. In v. el. = 0.29 } concrete wa /k i w. in v. el. =0.73 ' ss.e. inv el. =a49 96 storm curb inlet Sanitary Sewer Manhole top el. = .381 � n. in v. el. =0.33 � s in v. el. =0.32 JI64 ww, in v. el. = 0.76 F=::;Z E \/ I C I o r--.r !� FOR DESCRIPTION BY DATE DESCRIPTION MILLS and ASSOCIATES, INC. Add Boundary. Survey CONSULTING ENGINEERS 8c LAND SURVEYORS Revised DECADE PROPER TIES HENDERSON BOULEVARD *SUITE 300 TAMPA, FLORIDA 33609 -3056 TELEPHONE: (813) 876 -5869 0' 10' 20' 40' SCALE I' = 20' LEGEND: (D) = Description Data (P) = Plat Data (M) = Measured Data S.I.R. = Set 5/8" Iron Rod & LB 3868 Cap NO I.D. = No Identification BLDG. = Building C/0 = Cleanout Conc. = Concrete C.I.P. = Concrete light pole DIA. = Diameter e.b. = Electric Box EL. = Elevation ELECT. = Electric 0/A = Overall F.H. = Fire Hydrant F.P.K. = Found Parker Kalon Nall F.I.R. = Found Iron Rod g.o. = Guy Anchor GI = Grate Inlet mas. = masonry MH = Manhole 0/A = Overall o.h.u.l. = overhead utility lines REC. WM. = Reclaimed Water Meter R/W = Right- of -woy SAN - Sanitary S.I.R. = Set 5/8" Iron Rod & Cap No. LB3868 S.P.K. = Set Parker Kalon nail & Disc #3141 T.E.C.O. = Tampa Electric Company (typ.) = Typical t.s.b. = traffic signal box U.P. = Utility Pole WM. = Water Meter WV. = Water Valve +3.87 S/W Denotes Existing Elevation Top of Seawall +3.85 WIt/ Denotes Existing Elevation Top of Wood Dock 9.17 t1W Denotes Existing Elevation Top of Masonry Wall LEGAL DESCR /P7 /ON.• Begin at the Southwest corner of Water Lot 1, C/TY PARK SUBDIKS /ON, according to moo or plot thereof as recorded in Plot Book 23, Page 37, of the Public Records of Pine / /as County, Florida; run thence West along the East -West Center Line of Section 8, Township 29 South, Range 15 East, 15 feet to the PO /NT OF BEG INNING; thence South 532'30" West along East right -of -way line of Coronado DrAe 16.26 feet, thence South 8477:30" East, 100 feet; thence North 532'30" East, 78.06 feet; thence Northwesterly along existing concrete seawall 113.38 feet, more or less, thence South 670100" West, 82.63 feet, thence South 425111" East, 25.74 feet to the Point of Beginning. AND.- Begin at the Southwest comer of Water Lot i of C/TY PARK SUBDI14S /ON, as recorded in Plot Book 23, Page 37, Public Records of Pine / /as County, Florida; and run thence West along the East and West Center Line of Section 8, Township 29 South, Range 15 East, 15 feet to the Easterly line of Coronado Drive, thence South 532'30" West, 16.26 feet, for the POINT OF BEGINNING,• thence continue South 532'30" West, 100 feet to the Northerly line of F/rst Avenue; thence South 8477'30" East, 100 feet along the Northerly line of First Avenue; thence North 532'30" East, 100 feet; thence North 8427'30" West, 100 feet to the Point of Beginning. NOTES: 1. Legal description provided by client, in deeds recorded in O.R. Book 16270, pages 2675 -2680. 2. Bearings shown hereon are based on the North monumented right -of -way line of Devon Drive., said line bears S84.30'12 "W, ASSUMED. 3. Per the National Flood Insurance Rate Map, City of Clearwater Pinellas County, Florida Community Panel Number 125096 0102 G map effective date Sept. 3, 2003. The subject property lies in Flood Zones VE El. 13, AE El. 12 and AE El. 11 as shown hereon scaled from Flood Zone map. 4. Elevations shown hereon are based on Clearwater Bench Mark No. 267A having an elevation of 4.7495 North American Vertical Datum of 1988. Located at Clearwater Beach Post office. See drawing for Onsite bench marks. 5. No underground foundations, such as footers, basements or other underground supporting features have been located. No underground utilities have been located. 6. Mills & Associates, Inc. makes no representations or guaran- tees pertaining to easements, rights of way, set back lines, reservations, agreements and other similar matters. ,VEYORS,,CER717CA7E PROJECT SHEET 711is i�ertilres #hot =`o „su ;g 'the. hereon descrtbed DRWN BY: RFS DATES 0/28/0 8 pro rty wa 'mgde �' 'm� supervision anal 101 AND 105 CORONADO DRIVE Mee the.. init3�uri1 .r �i >� Standards set CLEARWA TER FLORIDA 1 of 2 DSGN BY: DATE forth t e xh►oria&A rd,"bf � d Surveyors , • in Chopt s1 VC code TOPOGRAPHIC & TREE SUR W Y pursuant : = #" 027< fly >,414` totutes CHKD BY: LEM DATE10/28/0 8 ! -; � DA OF FIELD SURVEY 10 -28 -08 ��= 2d JOB NO. SCALE: BOUNDARY SURREY Q RENEE. DATE OF FIELD SURVEY.• 12 -04 -08 08- 001.051 'Not vr7 /id without the signature and the original P.E. N0.'82384 - E.B. NQ•"�38�SQ' -; raised sea/ of o Florida licensed surveyor anal mapper. ' P.L.S. 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GA1303J IVNI DINO \ \Wfm \My Documents Bills \PROJECTS \2008 \0808 PORT VIEW \0808 AF 6 SCALD: 3/16 " =i' —®" 4/30/2009 4:51 PM REVISIONS: CLOUDED 0 0 -j UL U) NJ 0 FOE W < no- x � o0 wDroc z w 0 no < 00 0 Z MO -i roc w 0 0 -1 Too U) W �04 0 o J7 0 or �o 1t ° 00 [- o Q °te O� o 00 U) roc rocO w-j �0UL 0UL Z omw �J C no- M � Florida Llcmw AR - 0006749 NCARB 50428 �� CoM n# 0808 (J Scab 3tir -1'-w cWiEN�v':�� AgD a It 2 vQ CI � tNIN11. i 6002 q0 r GMI30au \ \Wfm \My Documents Bills \PROJECTS \2008 \0808 PORT VIEW \0808 AF 9 U1,101M) 5/1/2009 4:58 PM REVISIONS: CLOUDED C TH SCALE: 3/16 " =I'_®" R N IY 0 J UL o � o o U) 0 00 M ° Q °tea O� o OO O o roc roc ° roc 0 -J:EW_j w .0UL �UL Z OMW no j0M Oo O LL M w 0 Florida License AR - 0006749 Z NCARB 50426 ° � � OD W 0 � z 0 w no < no 0 < 0 O J7 0 o � o o U) 0 00 M ° Q °tea O� o OO O o roc roc ° roc 0 -J:EW_j w .0UL �UL Z OMW no j0M Oo O LL M W Florida License AR - 0006749 Z NCARB 50426 ° Comm.* 0808 Z $Calf, 3/1r-r- ' ki-11MML11,41,'i0 6002 so (lRA13M \ \Wfm \My Documents Bills \PROJECTS \2008 \0808 PORT VIEW \0808 AF 1OWNIOND 5/l/2009 4:59 PM REVISIONS: CLOUDED NORTH --7-1, � � SCALE: 3 /16"=l' —®" A 0 (V t D ror 0 UL 0 (Uj o 0) 0 �- 0 � 0�o Z< oo no 0 ---i Mo 0 u no L—L UL Z 0:2 �< ccoo� 0 0 .j UL M Florida L(mm Z AR - 000 749 NCARB 50428 Comm # 0808 SCaW 3116'1' -w w 0 no- > w X WDcc � o0 z z 0 w no �z00< -i CC w 0�Oo� 0 (Uj o 0) 0 �- 0 � 0�o Z< oo no 0 ---i Mo 0 u no L—L UL Z 0:2 �< ccoo� 0 0 .j UL M Florida L(mm Z AR - 000 749 NCARB 50428 Comm # 0808 SCaW 3116'1' -w 100' ABC FASCIA ltxA "a•1'„� ::a fI NiNV7 600Z n � d \ \Wfm \My Documents Bills \PROJECTS \2008 \0808 PORT VIEW \0808 AE 1 A N V71 Al WE 0 9 2 RUN 11#1211 5/4/2009 2:59 PM REVISIONS: CLOUDED 0 UL ( n (n INISHES - COLORS w cc W CONCRETE /MASONRY WALL WITH CEMENTITIOUS no - > w FINISH PAINTED WITH "SHERWIN WILLIAM" x — on 'HEARTS OF PALM LRV 54 %' "SW 6415" p p roc CONCRETE WALL PANELS WITH CEMENTITIOUS luul no cc FINISH PAINTED WITH "SHERWIN WILLIAMS" z O w O'HEARTS OF PALM LRV 54 %' "SW 6415" z == n Q STRUCTURAL RETANGULAR PORTION OF v Q I CONCRETE COLUMN WITH CEMENTAOUS FINISH PAINTED WITH "SHERWIN WILLIAMS" 'RICE PADDY LRV 67 %' "SW 6414" O FLAT CEMENT ROOF TILES w FINISH PAINTED WITH "SHERWIN WILLIAMS" 0 OO 'RICE PADDY LRV 67 %' "SW 6414" SEMICIRCULAR PORTION COLUMN WITH CEMENTITIOUS FINISH PAINTED WITH "SHERWIN WILLIAMS" 'ANTIQUE WHITE' "LRV 74%' SW 6119" FASCIA CEMENTITIOUS FINISH PAINTED WITH "SHERWIN WILLIAMS" 'ANTIQUE WHITE' "LRV 74 %' SW 6119" ALUMINUM FRAME AND IMPACT RESISTANT LIGHT GREEN TINTED GLASS STOREFRONT SYSTEM, COLOR TO MATCH "SHERWIN WILLIAMS" 'EXTRA WHITE LRV 85 %' "SW 7006" PTAC AIR CONDITIONING UNIT WITH EXTRUDED J ALUMINUM GRILLE WITH COLOR TO MATCH STOREFRONT FINISH. 42 INCH HIGH ALUMINUM GUARDRAIL WITH COLOR TO MATCH "SHERWIN WILLIAMS" 'EXTRA WHITE LRV 85 %' "SW 7006" STANDING SEAM METAL ROOFING WITH COLOR /1 MATCHING "SHERWIN WILLIAMS" 'EXTRA WHITE LRV 85 %' "SW 7006" STAINLESS STEEL AND CLEAR GLASS 42" HIGH GUARDRAIL AT ROOF DECK OPENING INTO PARKING STRUCTURE ANG FINISHES (PERCENTAGES) 3 SURFACE 15,000 SF WALL AND OPEN 3,750 SF AND ARCHITECTURAL ELEMENTS 11,250 SF +- /ELEMENTS PERCENT 75% SCALE: 1/8 'R=1' -01' luul ^�p � V o � ❑ IuL. Q ❑ oo ° ° Z 4 O �V1J roc m0 no p " wL LL Z F-,:m W U) Q7Q W OQ no- 0 z O 0 Q Florida Llc n. AR - 0006749 NCARB 50428 W Coma# 0808 Scale. ue•�� -o• J FASCIA METAL ROOF FINISHES - COLORS rA) CONCRETE /MASONRY WALL WITH CEMENTITIOUS ALUMINUM FRAME AND IMPACT RESISTANT FINISH PAINTED WITH "SHERWIN WILLIAM" D LIGHT GREEN TINTED GLASS STOREFRONT 'HEARTS OF PALM LRV 54V "SW 6415" SYSTEM, COLOR TO MATCH "SHERWIN WILLIAMS" 'EXTRA WHITE LRV 85V "SW 7006" A CONCRETE WALL PANELS WITH CEMENTITIOUS FINISH PAINTED WITH "SHERWIN WILLIAMS" D PTAC AIR CONDITIONING UNIT WITH EXTRUDED HEARTS OF PALM LRV 54% SW 6415 ALUMINUM GRILLE WITH COLOR TO MATCH STOREFRONT FINISH. STRUCTURAL RETANGULAR PORTION OF 42 INCH HIGH ALUMINUM GUARDRAIL WITH CONCRETE COLUMN WITH CEMENTAOUS „ � COLOR TO MATCH "SHERWIN WILLIAMS" FINISH PAINTED WITH SHERWIN WILLIAMS 'EXTRA WHITE LRV 85V "SW 7006" 'RICE PADDY LRV 67 %' "SW 6414" D STANDING SEAM METAL ROOFING WITH COLOR FLAT CEMENT ROOF TILES MATCHING "SHERWIN WILLIAMS" 'EXTRA WHITE R FINISH PAINTED WITH "SHERWIN WILLIAMS" LRV 85%' "SW 7006" V 'RICE PADDY LRV 67V "SW 6414" SEMICIRCULAR PORTION COLUMN WITH CEMENTITIOUS FINISH PAINTED WITH "SHERWIN WILLIAMS" 'ANTIQUE WHITE' "LRV 74%' SW 6119" _..._ ..___ -- •- _ -- • _. -• • OUILUIINu r IIVIJr1tJ kl-tKk t.IN I AUtJ) GROSS SURFACE 8,588 SF +— BASIC WALL AND OPEN 1,812 SF NORTH-1 ELEVATON GLASS/ELEMENTS ND AR ITE TURAL ELEMENTS 6,,776 SF +— fED WITH )UE WHITE' 1_OOR 5.25' STAINLESS STEEL AND CLEAR GLASS 42" HIGH GUARDRAIL AT ROOF DECK OPENING INTO PARKING STRUCTURE BUILDING FINISHES (PERCENTAGES) T GROSS SURFACE 7,516 SF +- BASIC WALL AND OPEN 2,804 SF +- GLASS AND ARCHITECTURAL ELEMENTS 4,712 SF +- GLASS/ELEMENTS PERCENT 62% \ \Wfm \My Documents Bills \PROJECTS \2008 \0808 PORT VIEW \0808 AE 2 FASCIA SOUTH ELEVATON 5/11/2009 7:47 PM REVISIONS: CLOUDED II II II II SCALE: 1/8 " =l' -0" n 11 AIL �- •� i ; PORTIONS OF WALL NEAR NORTH END OF BUILDING I! 0 J UL 2 DE: d> W X000 � ° CO) z w z 0 0 � no oC==== -j w 0 -1 moo � o -J MOO OO � 0 © Q o Q M 0 0Mw_j . no uL DE PJLZ w D 0<x< D Z —A c� 0 a CQ Florida Licence lL�L AR - 0006749 NCARB 50428 comma 0808 WS y /p -r-w FINISHES - COLORS CONCRETE /MASONRY WALL WITH CEMENTITIOUS FINISH PAINTED WITH "SHERWIN WILLIAM" A 'HEARTS OF PALM LRV 54 %' "SW 6415" A CONCRETE WALL PANELS WITH CEMENTITIOUS FINISH PAINTED WITH "SHERWIN WILLIAMS" 'HEARTS OF PALM LRV 547o' "SW 6415" STRUCTURAL RETANGULAR PORTION OF B CONCRETE COLUMN WITH CEMENTAOUS FINISH PAINTED WITH "SHERWIN WILLIAMS" 'RICE PADDY LRV 67 %' "SW 6414" FLAT CEMENT ROOF TILES B FINISH PAINTED WITH "SHERWIN WILLIAMS" 'RICE PADDY LRV 67 %' "SW 6414" SEMICIRCULAR PORTION COLUMN WITH C CEMENTITIOUS FINISH PAINTED WITH "SHERWIN WILLIAMS" 'ANTIQUE WHITE' "LRV 74 %' SW 6119" FASCI A C CEMENTITIOUS FINISH PAINTED WITH "SHERWIN WILLIAMS" 'ANTIQUE WHITE' "LRV 74 %' SW 6119" ALUMINUM FRAME AND IMPACT RESISTANT D LIGHT GREEN TINTED GLASS STOREFRONT SYSTEM, COLOR TO MATCH "SHERWIN WILLIAMS" 'EXTRA WHITE LRV 85 %' "SW 7006" D PTAC AIR CONDITIONING UNIT WITH EXTRUDED ALUMINUM GRILLE WITH COLOR TO MATCH STOREFRONT FINISH. 42 INCH HIGH ALUMINUM GUARDRAIL WITH D COLOR TO MATCH "SHERWIN WILLIAMS" 'EXTRA WHITE LRV 85 %' "SW 7006" D STANDING SEAM METAL ROOFING WITH COLOR MATCHING "SHERWIN WILLIAMS" 'EXTRA WHITE LRV 85 %' "SW 7006" STAINLESS STEEL AND CLEAR GLASS 42" HIGH GUARDRAIL AT ROOF DECK OPENING INTO PARKING STRUCTURE BUILDING FINISHES (PERCENTAGES) GROSS SURFACE 15,000 SF +- BASIC WALL 4,500 SF +- GLASS AND ARCHITECTURAL ELEMENTS 10,500 SF +- GLASS/ELEMENTS PERCENT 70% I I I I I I 5' 70" BUMPOUT MASONRY WALL 95' FASCIA R SEMICIRCULAR COLUMN (c a 0 I iU.) H O cn 0 z w x w m 0 0 It U- 0 a D 0 Q: 0 so I IJ E--- r--- ---r - - -i I I I I I I I I MASONRY WALL A 5' -0" BUMPOUT MASONRY WALL 00� METAL ROOF FLAT CONCRETE COLUMN �� nc SEMICIRCULAR COLUMN MASONRY WALL A CONCRETE P u u FLAT CONCRETE COLUMN( FFNE] �A)III rANLL imil q( -7..a qtr Spa -.i' 5itol la \ \Wfm \My Documents Bllis \PROJECTS \2008 \0808 PORT VIEW \0808 AE 3 5/4/2009 3:00 PM REVISIONS: CLOUDED ABOVE FLOOD PLANE 10th FLOOR - HOTEL 15 UNITS 0 9th FLOOR - HOTEL 18 UNITS 8th FLOOR - HOTEL 20 UNITS 7th FLOOR - HOTEL 20 UNITS 6th FLOOR - HOTEL 20 UNITS (35 5th FLOOR - HOTEL 15 UNITS (1 4th FLOOR - PARKING 25 SPACES 3rd FLOOR - PARKING 23 SPACES (69 N I r n I I o� iu I o) 0 I o) s 0 I o� 0 is I o) 0 I to I 0 I o� 2nd FLOOR - PARKING 23 SPACES (46) FLOOD PLANE 13' co a I O o) 1st FLOOR - PARKING 23 SPACES (23) GROUND FLOOR 5.25' SCALE: 1 /8` =l'_0 E-12 Q Elm O _j UL O � e w � � W no - > w r 00 W cc z O w z0�== Q Q 3: Q Z lug 0 0 Q i 'oc w O O _J 0 I 0 0 0 C\\A Vd ❑ ❑ m o �° z 4 V� O V � lug O w _j Lc ED) LL z luul ". U) no < = I o — w _j 0 o Q Florida License AR - 0006749 NCARB 50428 W Comm# 0808 Scales 1/r -r-0a - 9! LEGAL DESCRIPTION: Begin at the Southwest corner of Water Lot 1, CITY PARK SUBDIWS /ON, according to mop or plot thereof as recorded in Plot Book 23, Page 37, of the Public Records of Pinellas CITY, Florida; run thence West along the East —West Center Line of Section 8, Township 29 South, Range 15 East, 15 feet to the POINT OF BEGINNING- thence South 53230" West along East right —of —way line of Coronado Drive 16.26 feet; thence South 8427'30" East, 100 feet; thence North 5:3230" East, 78.06 feet; thence Northwesterly along existing concrete seawall 113.38 feet, more or less; thence South 670100" West, 82.63 feet; thence South 425'11" East, 25.74 feet to the Point of Beginning. AND. - Begin at the Southwest corner of Water Lot 1 of CITY PARK SUSDIKSION, as recorded in Plat Book 23, Page 37, Public Records of Pinellas CITY, Florida; and run thence West along the East and West Center Line of Section 8, Township 29 South, Range 15 East, 15 feet to the Easterly line of Coronado Drive; thence South 532'30" West, 16.26 feet, for the POINT OF BEGINNING; thence continue South 532'30" West, 100 feet to the Northerly line of First Avenue; thence South 842730" East, 100 feet along the Northerly line of First Avenue; thence North 5;3230" East, 100 feet; thence North 8427'30" West, 100 feet to the Point of Beginning. LEGAL DESCRIPTION.- The North 100 feet of the West 110 feet of Lot 1, Block B COLUMBIA SUBDIW5101V according to the map or plat thereof as recorded in Plat Book 23, Page 60 Public Records of Pinellas CITY, Florida. 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'S CONSTRUCTION STANDARDS. "INVESTIGATE BEFORE YOU EXCAVATE" CALL SUNSHINE 0 1 -800- 432 -4770 FL STATUTE 553.851 (1979) REQUIRES A- MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. i. DECAD COM ANI S INCOME RO RTIES 13555 BISHOPS COURT, SUITE 345 BROOKFIELD, WISCONSIN 53005 PROJECT L COVER SHEET GENERAL NOTES DEMOLITION PLAN SITE PLAN GRADING & DRAINAGE PLAN UTILITY PLAN GENERAL DETAILS UTILITY DETAILS LANDSCAPE PLAN LANDSCAPE DETAILS PARCEL 44- 18/29/15/15606/000 /0141 --A -I - � I K A A- PARCEL # 18/29/15/00000/320 /0200 PARCEL # 18/29/15/17550/002 /0012 101 CORONDO DRIVE CLEARWATER,- FLORIDA 33767 ISSUE DATE: 02.05,2010 PREPARED BY: KEITH ZAYACI &ASSOCIATES, INC CIVIL ENGINEERING - LANDSCAPE ARCHITECTURE - PLANNING 701 ENTERPRISE ROAD E. STE. 404 - SAFETY HARBOR, FL 34695 (727) 793 -9888 W W W.KEITHZAYAC.COM EB 9351 — LC 2600212 AGENCY APPUCATION/PERMIT # DATE ISSUED / DATE EXPIRES CITY OF CEARWATER FLD2009 -03013 SWFWMD C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 VICINITY MAP m� iswao.0 � • c�aF ra.wa J+� w a� $ 'r k arMw •w�ua R,°m�w omrg uv. wnrx L KO_L I PIR.n R tAlff 4 C f � �sshUE f I ` O�CJIA FZ. RNFLLN � 6 PROJEC R� VICINITY Atff� 'EECM.It o as 4 N. T. S. S�/ D3 Zoning Approved CITY OF CLEARATER P ALINING DEP BY 1/ DATE _T4 I �N w �y La O w _ in * I ..l ii O ¢ O• �' Z u~i //111111 0 GENERAL CONSTRUCTION NOTES ACLEARING AND SITE PREPARATION 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 81 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. 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. 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. 2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY. 3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS. 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 CONTROUSEDIMENTATION 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. 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. CONTRACTOR 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 CITY 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 REFER TO 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 BYTHE 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. 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. ORIGINAL. RECEIVED FEB 12 2010', It-k PLANNING DEPARTMENT CITY OF CLEARWATER PLANS SHALL SUPERCEDE SPEC BOOKS IF A DISCREPANCY OCCURS CHECK PLANS AND CONTACT ENGINEER IN WRITING NOT FOR CONSTRUCTION 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 EB 9351 - LC 2600212 m' z O H a U U w O w H Q 0 z w �2.0 N w co I *,* N p �� J o W z LU 1= 'W * W 2 ;Q �z 0 co Z W 4, w °w i C �ix LL a o- III z m PROJECT M ORGINAL DATE: CHECKED BY: DRAWN BY: SHEET NO. C2 731-08 03.02.09 KEZ JVI OF 10 t- Q4 O D Ell- w co U� W co N p Lo Q Q Lo W W �51 F-I O ct) co I--I O O I, F-I O 04 0 zw Q w W M � H �D W � ✓�' Q4 O W w ..�oL H W w U Lo O Z w Q cr,) F W qz U o W w O U U a Z m' z O H a U U w O w H Q 0 z w �2.0 N w co I *,* N p �� J o W z LU 1= 'W * W 2 ;Q �z 0 co Z W 4, w °w i C �ix LL a o- III z m PROJECT M ORGINAL DATE: CHECKED BY: DRAWN BY: SHEET NO. C2 731-08 03.02.09 KEZ JVI OF 10 t- Ell- w co U� W co I-I Q Q W F-I O Q z O F-I 1.4 z zw F-I � � ✓�' Q4 O W w z Q H O F qz U o W w U U a Z � a 0 n. i cn m' z O H a U U w O w H Q 0 z w �2.0 N w co I *,* N p �� J o W z LU 1= 'W * W 2 ;Q �z 0 co Z W 4, w °w i C �ix LL a o- III z m PROJECT M ORGINAL DATE: CHECKED BY: DRAWN BY: SHEET NO. C2 731-08 03.02.09 KEZ JVI OF 10 T II Flood Zone VE li C, o_ EXISTING MASONRY WALL TO BE REMOVED 101/ 16 N r 0' Bm7ch m0/* 2#747 = T 95 A ------- -------- -- ---------------------- ---------- N, o 4 r" 0 7 BdV7Ch M4V* Pk iZ J 48 wm wm' /7, J, 1 3" RECLAIMED _'J f EXISTING WATER MAIN L 17. J d!Zone AC T Flood Zone AE (EL. 12) Flood' j .4 ib 0 p14 Iff-rAw.dVAN IS VA'9VAdWAdWAdFAdVA1 W 'qr 10 JeWd FWAIIJ /1 My ....... VVIVI W-1 WM_ W' CITY OF CLEARVRK 1,5 L REMOVE EXISTING METERS NG 1"" AS INDICATED AT OWNER'S E PENS 1 0 WATER MAIN 'o, ,, , '..' 4, EXISTING R CLAIMED -WATER MET Ek__TO_R!EMA1N_------ 7, 7777 77"77 IE CONTRACTOR TO SAW CUT & REMOVE EXIST. EXISTING CROSS- WALK DROP CURB (TYP.) SIGN TO REMAIN r - I 0 XE OVE CURB I t. ol IZZ 01 Q� q) C-) 144 L? REMO WOOD FENCE h" 7 4 5_1 ol ljlk 10 vE CURB I' FlRE YDr%iv,4 I 1b 4— - 7i -R-Rc wm wm W# Ck��RC wm wm Nod' & Disc j7 3.90 L CONTRACTOR TO SAW CUT & REMOVE ch uk EXISTING 12" RECLAIMED EXIST. DROP CURB & SIDEWALK (TYP.) E WATER MAIN 0 N A D 0 D R V E 4 n C 0 R 0 N A D 0 D R VE C6 wm wm wm wm CONTRACTOR COORDINATE THE RELOCATION OF EXIST. POWER POLE AND ELECTRICAL BOX c- 6 r. m W/ PROGRESS ENERGY & CITY OF CLEARWATER , it 4 1 WI Irl 4 '14- 7 7-- P7 P LEGEND PROPERTY BOUNDARY TEMPORARY SILT FENCE ALL PAVEMENT, STRUCTURES, UTILITIES AND OTHER EXISTING ITEMS TO BE REMOVED X ITEM TO BE REMOVED DEMOLITION NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ENVIRONMENTAL TESTING REQUIRED PRIOR TO DEMOLITION. 2. CONTRACTOR SHALL REMOVE ALL EXISTING UNDERGROUND UTILITIES PRIOR TO STARTING SITE GEOMETRY WORK. 4. INSTALL SILT FENCE PER MANUFACTURE'S SPECIFICATIONS. AND SHALL HAVE A BACKFILLED TRENCHED. 5. CONTRACTOR TO INSTALL TREE BARRICADES PRIOR TO ISSUANCE OF BUILDING PERMIT. 6. THE CITY OF CLEARWATER, AT APPLICANT'S EXPENSE, WILL REMOVE/RELOCATE ANY/ALL WATER METERS, INCLUDING RECLAIMED WATER MAINS. 7. ALONG THE SOUTHERN FRONTAGE OF THE NORTHEN PARCEL ALL OVERHEAD UTILITY WITHIN THE R-O-W SHALL BE PLACED UNDERGROUND (ALONG CORONADO & DEVON DR.). 8. ALL ON-SITE ELECTRICAL AND COMMUNICATION LINES SHALL BE PLACED UNDERGROUND. SPACING OF POSTS TO BE 6-10 FEET APART FILTER FABRIC MATERIAL 2' MIN. FOR ADDITIONAL STRENGTH FILTER FABRIC MATERIAL CAN BE ATTACHED TO A 6—INCH (MAX) MESH WIRE SCREEN WHICH HAS BACKFILLED TRENCH BEEN FASTENED TO THE POSTS FILTER FABRIC MATERIAL FASTENED TO THE SECURELY ATTACHING TWO SILT FENCES POSTS OR IF USED THE WIRE MESH Li APPROXIMATELY 8 INCHES OF FILTER FABRIC MATERIAL PLACE THE END MUST EXTEND INTO POST OF THE A TRENCH AND BE SECOND FENCE ANCHORED WITH INSIDE THE END COMPACTED POST OF THE BACKFILL MATERIAL FIRST FENCE WOOD DR ROTATE BOTH STEEL POST POSTS AT LEAST 180 DEGREES IN RUNOFF A CLOCKNSE DIRECTION M CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL 101 DIRECTION OF RUNOFF WATERS (M PROXIMATE DRIVE BOTH INCH BY _ ABOUT 10 INCH TRENCH mu INCHEND S INTO THE GROU AND BURY FLAP .1 CAU I onasnaw C17Y OF PUBLIC I 7ME 1 1-3 1 ORIGINAL RECEIVED FEB 12 2010 PLANNING DEPARTMENT CITY OF CLEARWATER NOT FOR CONSTRUCTION CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING I KEITH ZAYAC & ASSOCIATES, INC. (7 2 7 ) 7 9 3 - 9 8 8 8 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 1 WWW.KE1THZAYAC.00M EB 9351 - LC 2600212 E-4 LO VL V1 C) co F-1 0 LO LO "0 cy) On�. x w F---I Q W � � W LID L) LO Z LO Z cr) 0 r- CO co z �4 0 1:2) E-1 0 C) (24 O w < 2 L) < 0 w z 2 < z w 0 0 LU w :c a. aOf . U) I z 0 I'_1 F-i 0 >- I z 0 a. L) U) LIJ 0 m \xX11111111/// 0 z Lu NN ...... . 0 LU ca 0: LID torsX, m 0 W u- A 0 LO TO L ZU -A 0 CD E5 to < 1 Z z 8 Lu 0 zz p 0 z PROJECT #: 731-08 ORGINAL DATE: 03.02.09 CHECKED BY: KEZ DRAWN BY: I ivi SHEET NO. C3 OF 10 r - I 0 XE OVE CURB I t. ol IZZ 01 Q� q) C-) 144 L? REMO WOOD FENCE h" 7 4 5_1 ol ljlk 10 vE CURB I' FlRE YDr%iv,4 I 1b 4— - 7i -R-Rc wm wm W# Ck��RC wm wm Nod' & Disc j7 3.90 L CONTRACTOR TO SAW CUT & REMOVE ch uk EXISTING 12" RECLAIMED EXIST. DROP CURB & SIDEWALK (TYP.) E WATER MAIN 0 N A D 0 D R V E 4 n C 0 R 0 N A D 0 D R VE C6 wm wm wm wm CONTRACTOR COORDINATE THE RELOCATION OF EXIST. POWER POLE AND ELECTRICAL BOX c- 6 r. m W/ PROGRESS ENERGY & CITY OF CLEARWATER , it 4 1 WI Irl 4 '14- 7 7-- P7 P LEGEND PROPERTY BOUNDARY TEMPORARY SILT FENCE ALL PAVEMENT, STRUCTURES, UTILITIES AND OTHER EXISTING ITEMS TO BE REMOVED X ITEM TO BE REMOVED DEMOLITION NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ENVIRONMENTAL TESTING REQUIRED PRIOR TO DEMOLITION. 2. CONTRACTOR SHALL REMOVE ALL EXISTING UNDERGROUND UTILITIES PRIOR TO STARTING SITE GEOMETRY WORK. 4. INSTALL SILT FENCE PER MANUFACTURE'S SPECIFICATIONS. AND SHALL HAVE A BACKFILLED TRENCHED. 5. CONTRACTOR TO INSTALL TREE BARRICADES PRIOR TO ISSUANCE OF BUILDING PERMIT. 6. THE CITY OF CLEARWATER, AT APPLICANT'S EXPENSE, WILL REMOVE/RELOCATE ANY/ALL WATER METERS, INCLUDING RECLAIMED WATER MAINS. 7. ALONG THE SOUTHERN FRONTAGE OF THE NORTHEN PARCEL ALL OVERHEAD UTILITY WITHIN THE R-O-W SHALL BE PLACED UNDERGROUND (ALONG CORONADO & DEVON DR.). 8. ALL ON-SITE ELECTRICAL AND COMMUNICATION LINES SHALL BE PLACED UNDERGROUND. SPACING OF POSTS TO BE 6-10 FEET APART FILTER FABRIC MATERIAL 2' MIN. FOR ADDITIONAL STRENGTH FILTER FABRIC MATERIAL CAN BE ATTACHED TO A 6—INCH (MAX) MESH WIRE SCREEN WHICH HAS BACKFILLED TRENCH BEEN FASTENED TO THE POSTS FILTER FABRIC MATERIAL FASTENED TO THE SECURELY ATTACHING TWO SILT FENCES POSTS OR IF USED THE WIRE MESH Li APPROXIMATELY 8 INCHES OF FILTER FABRIC MATERIAL PLACE THE END MUST EXTEND INTO POST OF THE A TRENCH AND BE SECOND FENCE ANCHORED WITH INSIDE THE END COMPACTED POST OF THE BACKFILL MATERIAL FIRST FENCE WOOD DR ROTATE BOTH STEEL POST POSTS AT LEAST 180 DEGREES IN RUNOFF A CLOCKNSE DIRECTION M CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL 101 DIRECTION OF RUNOFF WATERS (M PROXIMATE DRIVE BOTH INCH BY _ ABOUT 10 INCH TRENCH mu INCHEND S INTO THE GROU AND BURY FLAP .1 CAU I onasnaw C17Y OF PUBLIC I 7ME 1 1-3 1 ORIGINAL RECEIVED FEB 12 2010 PLANNING DEPARTMENT CITY OF CLEARWATER NOT FOR CONSTRUCTION CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING I KEITH ZAYAC & ASSOCIATES, INC. (7 2 7 ) 7 9 3 - 9 8 8 8 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 1 WWW.KE1THZAYAC.00M EB 9351 - LC 2600212 E-4 LO VL V1 C) co F-1 0 LO LO "0 cy) On�. x w F---I Q W � � W LID L) LO Z LO Z cr) 0 r- CO co z �4 0 1:2) E-1 0 C) (24 O w < 2 L) < 0 w z 2 < z w 0 0 LU w :c a. aOf . U) I z 0 I'_1 F-i 0 >- I z 0 a. L) U) LIJ 0 m \xX11111111/// 0 z Lu NN ...... . 0 LU ca 0: LID torsX, m 0 W u- A 0 LO TO L ZU -A 0 CD E5 to < 1 Z z 8 Lu 0 zz p 0 z PROJECT #: 731-08 ORGINAL DATE: 03.02.09 CHECKED BY: KEZ DRAWN BY: I ivi SHEET NO. C3 OF 10 .1 CAU I onasnaw C17Y OF PUBLIC I 7ME 1 1-3 1 ORIGINAL RECEIVED FEB 12 2010 PLANNING DEPARTMENT CITY OF CLEARWATER NOT FOR CONSTRUCTION CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING I KEITH ZAYAC & ASSOCIATES, INC. (7 2 7 ) 7 9 3 - 9 8 8 8 701 ENTERPRISE ROAD E, STE 404 SAFETY HARBOR, FL 34695 1 WWW.KE1THZAYAC.00M EB 9351 - LC 2600212 E-4 LO VL V1 C) co F-1 0 LO LO "0 cy) On�. x w F---I Q W � � W LID L) LO Z LO Z cr) 0 r- CO co z �4 0 1:2) E-1 0 C) (24 O w < 2 L) < 0 w z 2 < z w 0 0 LU w :c a. aOf . U) I z 0 I'_1 F-i 0 >- I z 0 a. L) U) LIJ 0 m \xX11111111/// 0 z Lu NN ...... . 0 LU ca 0: LID torsX, m 0 W u- A 0 LO TO L ZU -A 0 CD E5 to < 1 Z z 8 Lu 0 zz p 0 z PROJECT #: 731-08 ORGINAL DATE: 03.02.09 CHECKED BY: KEZ DRAWN BY: I ivi SHEET NO. C3 OF 10 r- CO co z �4 0 1:2) E-1 0 C) (24 O w < 2 L) < 0 w z 2 < z w 0 0 LU w :c a. aOf . U) I z 0 I'_1 F-i 0 >- I z 0 a. L) U) LIJ 0 m \xX11111111/// 0 z Lu NN ...... . 0 LU ca 0: LID torsX, m 0 W u- A 0 LO TO L ZU -A 0 CD E5 to < 1 Z z 8 Lu 0 zz p 0 z PROJECT #: 731-08 ORGINAL DATE: 03.02.09 CHECKED BY: KEZ DRAWN BY: I ivi SHEET NO. C3 OF 10 I z 0 I'_1 F-i 0 >- I z 0 a. L) U) LIJ 0 m \xX11111111/// 0 z Lu NN ...... . 0 LU ca 0: LID torsX, m 0 W u- A 0 LO TO L ZU -A 0 CD E5 to < 1 Z z 8 Lu 0 zz p 0 z PROJECT #: 731-08 ORGINAL DATE: 03.02.09 CHECKED BY: KEZ DRAWN BY: I ivi SHEET NO. C3 OF 10 PROJECT #: 731-08 ORGINAL DATE: 03.02.09 CHECKED BY: KEZ DRAWN BY: I ivi SHEET NO. C3 OF 10