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CSP2009-00003209' � ' U LF TO BAY BLVD W Planning My it CSP2uO9_00003 100 Clearwater Clearwater, South Myrtle Avenue r Clearwater, Florida 33756 COMPREHENSIVE SIGN Telephone: 727- 562 -4567 Fax: 727- 562 -4865 GULF TO BAY BLVD CROSSINGS Zoning: C atlas# 289B O SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION �] Cl SUBMIT ONE (1) COPY OF THE FOLDED PLANS (see C, D, & E below) O SUBMIT APPLICATION FEE $ 400.00 MAY O 5 1009 i COMPREHENSIVE SIGN PROGRAM APPLICATION D LOPMEM SERVICES pEpr (Revised 06/05/08) PLEASE TYPE OR PRINT- CITY OF CLEARWgTER GENERAL PRINCIPLES: The intent of the Comprehensive Sign Program is to provide private property owners and businesses with flexibility to develop innovative, creative and effective signage and to improve the aesthetics of the City of Clearwater. This program provides an alternative to minimum standard signage subject to flexibility criteria, which ensure that signage will not have an adverse impact on the aesthetics, community character and quality of life of the City of Clearwater. !=L a " A. PROJECT LOCATION: (� /- ) ` �, r p,� PROJECTADDRESS(ES): 40 -1 �Af TO ��`[ I "�'�7 C.EAeY5 -(Y::i 17L PARCEL NUMBER(S):� B. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: 1' APPLICANT NAME: C uL.F -ro G4. - '•Jev EzS D1�►G/ZSi1'Ie roi LLC APPLICANT EMAIL: I�IV n IM, ll 1hl/ nnno�cc•1/7'3 �yT� �� CITV:�^A2wk`�7` CTATF:�L IV Il11 LIIVV I"�VVI\LJ V.��[[J// 1J1�"� "� PHONE NUMBER: / r �+� w FAX NUMBER: 1 �3 / 1150 PROPERTY OWNER(S): V j!f IO -9A. 'J'eve0cir's, 1/I ye6q1 E I LA-C (Must include ALL owners) OWNER(S) EMAIL: AGENT NAME: (Contact Person) AGENT EMAIL: IniG�iC�I, 1�� MAILING ADDRESS: (�35 1 V DAIC't ` ARI [Vl CITY: 1 u �Z STATE:F l- ZIP. 33D t PHONE NUMBER: 313 940"A0 "eAO FAX NUMBER: J 1 -� 14 U ,�q n Check if AGENT is Contractor iQ.f�i.� S j N�C ® ` /� (may 1 ❑ Sign Contractor Name: t-y (� State License Number: N CV'A O Page 1 of 6 - Comprehensive Sign Program Application - City of Clearwater e C. PROOF OF OWNERSHIP AND SURVEY: (Code Section 4- 202.A.5) ❑ SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED OR AFFIDAVIT ATTESTING TO THE OWNERSHIP OF THE PROPERTY ❑ PROVIDE A SIGNED AND SEALED SURVEY OF THE PROPERTY D. SIGN PLAN AND ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Code Sections 4 -1008 and 4- 202.A.23) ❑ SIGN PLANS with the following information (not to exceed 24" x 36 "): _ All dimensions; _ Size of site (in acreage and in square feet); _ Bar scale and date prepared; _ To -scale drawings in color, of all proposed signage (attached, freestanding, and directional signs), which include the following: L dimensions, with dimensional arrows; ii. sign area in square feet; iii. height and width of sign and sign structure, measured in feet; iv. labels of all colors; V. surface area of the sign proposed; vi. text copy including the message of the sign; vii. changeable copy, if proposed; and viii. describe any illumination including the type, placement, intensity, hours of illumination and system to automatically turn off lighting when the business is closed, and sign area to be illuminated. _ Color building elevations, to scale, for all facades of any building with proposed and existing attached signage; _ Master sign plan for shopping centers and office parks, to include all signs; _ Site data table, to include how all proposed signs (existing and new, name each one with a title) meet code requirements, with a calculation worksheet; and Number, type, location and surface area of all existing signs on the same property and or building on which the sign is to be located. E. SITE PLAN SUBMITTAL REQUIREMENTS: (Code Section 4 -1008 & Section 4 -202) ❑ SITE PLAN with the following information (not to exceed 24" x 36 "): _ All dimensions; _ North arrow; Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; Location map; _ Footprint and size of all buildings and structures; All required five -foot setbacks as measured from property line; _ All existing and proposed points of access; _ All required sight triangles; _ Location of all public and private easements and street rights -of -way within and adjacent to the site; Location of all existing and proposed sidewalks; _ Lot frontage on all rights -of -way; _ Location with labels of all freestanding (including directional) signs proposed and existing (indicate whether to be removed); _ Location with labels of all attached signs, proposed and existing (indicate whether to be removed); _ Show all property lines; _ Identification of water courses, wetlands, tree masses and specimen trees, including description and location of under story, ground cover vegetation and wildlife habitats or other environmental unique areas; Sight visibility triangles shown and labeled; Location of all proposed landscape material including size and species; Land areas expressed in square feet and acres; and Location of the sign in relation to property lines, public rights -of -way, easements, buildings and other signs on the property. Page 2 of 6 - Comprehensive Sign Program Application - City of Clearwater f F. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3- 1807.C) Signage proposed as part of a Comprehensive Sign Program may deviate from the minimum sign standards in terms of numbers of signs per business and /or parcel of land, maximum area of sign face per parcel of land and the total area of sign faces per business or parcel of land, subject to compliance with the flexibility criteria outlined below. As part of the program, all sign types shall be reviewed for the business and /or the development parcel to achieve compliance in so far as possible with these current regulations. A master sign program for shop -� centers, including all out parcels, and office complexes shall include all types of signs for all tenants /uses within the development pa el. In These will be reviewed as a Comprehensive Sign Program application. r-- All existing and proposed signs must be architecturally integrated into the design of the building and /or site using similar and coor design and style features, materials and colors, etc. Attached signs shall be horizontally and vertically proportionately located on each with no protrusions above roof lines, over windows, trim, cornices or other building features. ❑ Provide complete responses to the COMPREHENSIVE SIGN PROGRAM CRITERIA including how the criteria are met- 1 . Architectural Theme. How is the design, character, location and /or materials of all signs proposed in the comprehensi, sign program demonstrably more attractive than signs otherwise permitted on the parcel proposed for development and the minimum signs standards? Additionally, demonstrate how the proposed signage improves the community charact( Further, explain how all signs are architecturally integrated into /with the design of the building and /or site using simil and coordinated design features, materials and colors, etc. �11V Co l -De RNA - �APF . 2. Height. Describe how the height of all freestanding signs proposed through the Comprehensive Sign Program relate to the design of the sign and not exceed 14 feet in height? 3. Total Area of Sign Faces. Height, Area, Number and Location of Signs. The height, area, number and location of signs permitted through the Comprehensive Sign Program shall be determined based on the criteria below. Overall size of site: 1-20t)-3,5F l 1 -7 (,�c AC What is the distance in linear feet, from the building setback line to the sign location ?_ What is the frontage in linear feet? 190 What is the proposed use? CETAI L What is the size of the buildings (in square feet) on site? 13 -1 / 1 t7 f dC d � Wal 1Z C n c� co How do pedestrians and motor vehicles access the site? (LQ(,FTL) bi% I (-))2- bUn%/) 4VIF. Describe pedestrian and motor vehicular site and roadway visibility `✓Its W M 1ti V ��L I i TO P(--'P UDO� Describe the intended traffic circulation What is the hierarchy of signage? 4. Elimination of Unattractive Signage. How does the signage proposed result in the elimination of existing unattractive signage or result in an improvement to the appearance of the parcel proposed for development in comparison to signs otherwise permitted under the minimum sign standards? i3 it i LJ-) i Page 3 of 6 — Comprehensive Sign Program Application — City of Clearwater 5. Special Area -p.r Scenic Corridor Plan. If the signage proposed is located in the Downtown (D) or Tourist (T) district explain how the proposed signage is consistent with the appropriate adopted design guidelines. - t r t Questions on the_application? For any questions please call the City of Clearwater Planning Department at 562 -4567. Paqe 4 of 6 - Comprehensive Sign Program Application - City of Clearwater Comprehensive Sign Program Proposed Sign Summary Provide all information please Address Sign Type Height (ft)* or unit # * if freestanding p C T" MAY 0 5 2009 DEVELOPMENT SERVICES DEPT CITY OF CLEARWATER Length Widt rea (ft) (ft) (sq.ft) Pape 5 of 6 — Comprehensive Sian Proqram Application — City of Clearwater _- 99y'ATEp��oQ• (Name of all property owners) CITY OF CLEARWATER AFFIDAVIT TO AUTHORIZE AGENT PLANNING DEPARTMENT "ICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, 2 °d FLOOR PHONE (727) 562 -4567 FAX (727) 562 -4865 1. That (I am /we are) the owner(s) and record title holder(s) of the following described property: (Address or General Location) 2. That this property constitutes the property for which a request for a: (Nature of request) '2 That the iwnrlercinneri (hn z /ha \ /al annninteri anri (rinP - /rinl annoint as (his /their) agent(s) to execute any petitions or other documents necessary to affect such petition; 4. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 5. That (1 /we), the undersigned authority, hereby certify that the foregoing is true and correct. Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this day of personally appeared who having been first duly sworn deposes and says that he /she fully understands the contents of the affidavit that he /she signed. My Commission Expires: Notary Public S:IPlanning DepartmenhApplication Forms0eve /opment RevieM2008 FormslComprehensive Sign Program Application 2008 draftfinal.doc Panp ri of Fi - r,omnrP.hP.nsivP. Sinn Prnnram Annllcatlon — City of Clearwater Section F Criteria 2 Response The sign height is necessary due to its location on Gulf to Bay. Without the height the sign will not be easily read and therefore rendered useless to attracting business and letting customers know store locations. Furthermore, due to the site housing multiple tenants, the height is necessary to accommodate all tenant signs. V0 MAY Apple Sign & Awning, LLC 5 2009 �,vICE� i ?CPT CITY OF CLC�,RWATER LETTER OF PERMISSION TO INSTALL SIG DATE: ADDR %O T64 F4 AS OWNER(S) OF THE PROPERTY LISTED ABOVE, WE GRANT APPLE SIGN & AWNING LLC, PERMISSION TO INSTALL SIGN. 1111A,� 1)t10X&66, OF APPLE SIGN & AWNING LLC, TO ACT AS OWNERS AGENT TO OBTAIN SIGN PERMIT. OWNERS NAME; 7'd ADDRESS:__. �, ,3 0 (�/7 �%�(fl��' &7,��T' CITY: r.: � STATE: I�L- ZIP: M 76-6 PH: 70`7- 7-03- <3]7/ l.✓<3 /�I OWNERS SIGNATURE 2094 GULF TO BAS' CSP2009 -00003 COMPREHENSIVE SIGN GULF TO BAY BLVD CR,:iSSING Zoning: C at NOTARY �. (l ' 1 NOTARY PIMIC -STATE OF FLORIDA Lynn A. Matthews Commission # DD717600 DATE: 0 CA SEAL Expires: OCT. 13, 2011 LsQSDP.D THRU ATLANTIC BONDING CO., INC. 1635 N. Dale Mabry Hwy. Suite 7 Lutz, Florida 33548 813- 948 -2220 Fax 813- 948 -2403 E-mail: apple.signsl @verizon.net Line Items: Case No CSP2009 -00003 Receipt #: 1200900000000003095 Date: 05/05/2009 Tran Code Description Comprehensive Sign Program Revenue Account No 5/5/2009 1:31:09PM Amount Paid 001000000341262000 400.00 Line Item Total: $400.00 Payments: Method Payer Initials Check No Confirm No How Received Amount Paid Check APPLE SIGN AND AWNING LLC R_D 4589 In Person 400.00 Payment Total: $400.00 THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. Page t of 1 cReceipt.rpt CITY OF CLEARWATER PLANNING AND DEVELOPMENT SERVICES � MUNICIPAL SERVICES BUILDING '_�a%y •.,.�o� 100 SOUTH MYRTLE AVE. CLEARWATER, FLORIDA 33756 PHONE (727) 562 -4567 FAX (727) 562 -4576 www.myclearwater.com /epermits CASE SUMMARY CSP2009 -00003 2094 GULF TO BAY BLVD GULF TO BAY BLVD CROSSINGS FLD2007 -03009 (COMPREHENSIVE SIGN) PEOPLE Role: Owner /Property Other FEES Comprehensive Sign Program Total ACTIVITIES Evaluate Completeness Application Received GULF TO BAY DEVELOPERS DIVERSI 630 CHESTNUT ST CLEARWATER, FL 33756 GULF TO BAY DEVELOPERS DIVERSIFIED GULF TO BAY DEVELOPERS IVERSIF 630 CHESTNUT ST CLEARWATER, FL 33756 PHONE: 813 - 948 -2220 FAX: 813- 948 -2403 PHONE: 727 - 723 -3771 ext 336 FAX: 727 - 723 -7150 Assessed Amount Amount Paid Balance Due $400.00 $0.00 $400.00 $400.00 $0.00 $400.00 Date 1 Date 2 Date 3 5/5/2009 5/14/2009 5/5/2009 Done Disp By Jean Peeke rAForms \InfoSummary. rpt 5 - 108" H.O. Flourescent Lamps � d IF] Illumination Details * 110 Volt Primary *5 - 108" H.O. Flourescent Lamps *1 - 1048 Selcet -Plus Ballast ICI � (8.0 amp draw) *Time Clock to sign circuit on LP panel set for night time hours. _ SW 6334 SW 6371 Scale 3/8" _ 1' %( op Date: 051f112009 Customer: GULF TO BAY Approved by: Date: Apple Sign & Awning, LLC Sales:M/CHAFI MORFIIi ARE PROPERTY OF APP LE SIGN &AWNING AND ARE NOT TO BE USED WITHOUT ED OUT PERMISSION 1635 N. Dale Mabry Hwy. Suite 7 Lutz, Florida 33548 813- 948 -2220 Fax 813- 948 -2403 E -mail: apple.signsl @verizon.net SW 6334 SW 6371 5 - 108" H.O. Flourescent Lamps Illumination Details * 110 Volt Primary *5 - 108" H.O. Flourescent Lamps *1 - 1048 Selcet -Plus Ballast (8.0 amp draw) *Time Clock to sign circuit on LP panel set for night time hours, Scale 3/8" = 1' !� Date: 051f112009 Customer: GULF TO BAY Approved by: Date: Apple Sign & Awning, LLC Sales:MICHAFI MORFLL/ ARE PROPERTY OF APP E CREATED IGN &AWNING AND ARE NOT TO BE USED WITHOUT PERMISSION. ED 1635 N. Dale Mabry Hwy. Suite 7 Lutz, Florida 33548 813- 948 -2220 Fax 813- 948 -2403 E -mail: apple.signs1 @verizon.net 5 - 108" H.O. Flourescent Lamps Illumination Details * 110 Volt Primary *5 - 108" H.O. Flourescent Lamps *1 - 1048 Selcet -Plus Ballast (8.0 amp draw) *Time Clock to sign circuit on LP panel set for night time hours, _ SW 6334 SW 6371 Scale 3/8" _ I' Date: 05111/2009 Customer: GULF TO SAY Approved by: Date: Apple Sign & Awning, LLC Sales:M /CNAFL MORFIII ARE PROPERTY CREATED BYAPPLE 8, AWN NGANDARE NOT AWNING TO BE USED WITHOUT NOT PURCHASED OUT PERMISSION 1635 N. Dale Mabry Hwy. Suite 7 Lutz, Florida 33548 813- 948 -2220 Fax 813- 948 -2403 E -mail: apple. signs 1 @verizon.net Total Sign - 147.7 sq.ft. M O SW 6334 SW 6371 Black Copy 54" Scale 3/8" = 1' o Date: 051ff12009 r. vpCustomer: GULF TO BAY Approved by: Date: AAppleSign SaleS:MICHAFL MORELLI ALL DESIGNS THATARE CREATED BYAPPLE SIGN &AWNING THAT HAVE NOT BEEN PURCHASED le Si n & Awning, LLC ARE PROPERTY OF APPLE SIGN & AWNING AND ARE NOT TO BE USED WITHOUT PERMISSION. 1635 N. Dale Mabry Hwy. Suite 7 Lutz, Florida 33548 813- 948 -2220 Fax 813- 948 -2403 E -mail: apple.signsI @verizon.net TENANT TENANT Sign area - 46.9 sq.ff. P TENAN TENANT TENANT ;�,m o`_ =_ =„ P TENANT TEENANT M O SW 6334 SW 6371 Black Copy 54" Scale 3/8" = 1' o Date: 051ff12009 r. vpCustomer: GULF TO BAY Approved by: Date: AAppleSign SaleS:MICHAFL MORELLI ALL DESIGNS THATARE CREATED BYAPPLE SIGN &AWNING THAT HAVE NOT BEEN PURCHASED le Si n & Awning, LLC ARE PROPERTY OF APPLE SIGN & AWNING AND ARE NOT TO BE USED WITHOUT PERMISSION. 1635 N. Dale Mabry Hwy. Suite 7 Lutz, Florida 33548 813- 948 -2220 Fax 813- 948 -2403 E -mail: apple.signsI @verizon.net COMk-7�,Pdv: Apple Signs Architectural Services & Engineering, Inc PROJECT: AP09 043 24710 State Road 54 Lutz, FI 33559 EBO 7882 ADDRESS: 13 - 0 " Section 1 O N 1 1 ' - 0 '. Section 2 o� 00 2 ' - 0 " Section 3 6 " x .5 ASTM A53 -S /13 Pipe ih Zact = 13.71 in3 > Zreq = 12.27 in3 Grade Line C? I I ' I Support column must be embedded for ft '0 I of coverage from bottom of foundation X 3 x 3'-0 ,6" WIND - ASCE 7 -05 - Exposure C - 130 mph Section Cf Wind AREA Y FORCE ( sf) (ft2) (ft) (kips) 1.00 1.85 26.53 26.00 13.00 1.28 2.00 1.62 26.53 93.50 7.75 4.02 3.00 1.45 26.53 14.00 1.75 0.54 TOTALS 133.50 5.83 Robert W. Wall, PE Fla 46021 Sample Calculations Wind Load = WL WL = Cf * WIND psf WL = 1.851 * 26.534 Force = 49.136 * 26 Force = 1.2775 kips Zreq = Moment * 12 fb *NC *LDF NC = Number of columns - 2 fb = Bending (ksi) - 24 LDF = 1 Zreq = .5238 in3 Concrete approx. 2.66 cu. yds Concrete is 3000 psi at 28 days All wind loads per: ASCE 7 -02, ASCE 7 -05, IBC 2003, IBC 2006. Structural Steel Design per Chapter 35 of building codes. Soil Conditions per acceptable code standards or verified by professional engineer. REMARKS: All Wind Loads Meet 2009 Supplement with the 2007 FBC MOMENT Z REQ (k -ft) (in3) 2.10 0.52 29.89 7.47 49.10 12.28 MEAN SIGN HEIGHT (HB) = MOMENT AT GROUND = 49.10 k -ft = 8.4181 ft TOTAL FORCE 5.832 kips CHECK FOOTING Pallow = S * b * d " 2 2.37 *d + 2.64 *H13 P allow = 2.5 6 * 4 "2 2.37 * 4 + 2.64 * 8.4181 b = width of footer (ft) d = height of footer (ft) = 7.5700 (kips) > 5.8329 (kips) is O.K. D MAY 0 5 2009 DEVELOPMENT SERVICES DEPT CITY OF CLEP.FWATER NG) C) C7N C O r (/) O 00MIV y m O G) �Z (D C Cu r < O r °O� � c) C)o-� T Z �^' O U) cu U) N 00 �t wV r Q�.•'G�h1S(' 0 • 46021 ,9 �'•: F E c' 4 /0NAt 1 2-/ 160 - I t 3(o 7 TONAOT Robert W. Wall, PE 46021 Architectural Services & Engineering, Inc. CA 7882 24710 State Road 54 Lutz, FL 33559 Phone: 813-948-2812 do 2- 36« (: i) (' " �&' � F1705 --------------- '?(,p '3 (;i ocrerz-5 -4 ME; N. Dal c, 1 0 a b ry -f " 7� 54-8 220 V FYLG 0 '; 169 N U) famwa-i 2. Lu) M I tj AT(5p 0 FLA TT(C 7twmv- CC Uj LL 36« (: i) (' " �&' � F1705 --------------- '?(,p '3 (;i ocrerz-5 -4 ME; N. Dal c, 1 0 a b ry -f " 7� 54-8 220 V FYLG 0 '; 169 N U) SUntlerwrilers Laboratories Inca ELECTRIC SIGN - N9BD-5D 4911 E BUILT TO UL SPECS BEAR UL LABEL 4- C.J�MPLY TO UL 2161 LL t,IUST .9E IM -E le' TH FULL CO,*%WL(-kN( ll C C m E.0 4b Wp--,V- Aa "'* - s � 0 ir C') Cz C=) CC Uj LL 0 CC=-IZ -- — L Uj a SUntlerwrilers Laboratories Inca ELECTRIC SIGN - N9BD-5D 4911 E BUILT TO UL SPECS BEAR UL LABEL 4- C.J�MPLY TO UL 2161 LL t,IUST .9E IM -E le' TH FULL CO,*%WL(-kN( ll C C m E.0 4b Wp--,V- Aa "'* - s � Avg , R COMPANY: Apple Signs Architectural Services & Engineering, Inc Robert W. Wall, PE PROJECT: AP09 043 24710 State Road 54 Lutz, FI 33559 EBO 7882 Fla 46021 ADDRESS: Sample Calculations Wind Load = WL WL = Cf * WIND psf WL = 1.851 * 26.534 Section 1 Force = 49.136 * 26 Force = 1.2775 kips o Zreq = Moment * 12 C� fb * NC LDF NC = Number of columns - 2 fb = Bending (ksi) - 24 LDF = 1 Section 2 Zreq = .5238 in3 11' -0" Concrete approx. 2.66 cu. yds o 00 Concrete is 3000 psi at 28 days All wind loads per: ASCE 7 -02, ASCE 7 -05, 2 ' 0 " Section 3 IBC 2003, IBC 2006. C° 6 " x .5 ASTM A53-S/13 Pipe Structural Steel Design per ih Zact = 13.71 in3 > Zreq = 12.27 in3 Chapter 35 of building codes. Soil Conditions per acceptable code standards or verified o I I Grade Line by professional engineer. I REMARKS: All Wind Loads Meet 3 ' 0 3 ' - 0 Support column must be embedded for 2009 Supplement with I x 3 10 I 0 3 .0 10 ,6" of coverage from bottom of foundation the 2007 FBC WIND - ASCE 7 -05 - Exposure C - 130 mph Section Cf Wind AREA y FORCE MOMENT Z REQ ( sf) (ft2) (ft) (kips) (k -ft) (in3) 1.00 1.85 26.53 26.00 13.00 1.28 2.10 0.52 2.00 1.62 26.53 93.50 7.75 4.02 29.89 7.47 3.00 1.45 26.53 14.00 1.75 0.54 49.10 12.28 TOTALS 133.50 5.83 MEAN SIGN HEIGHT (HB) = MOMENT AT GROUND = 49.10 k -ft = 8.4181 ft N G-) c) TOTAL FORCE 5.832 kips U CHECK FOOTING Pallow = S b* d A 2 b= width of footer (ft) 0 o M 2.37 d + 2.64 * H13 = height of footer (ft) Cu m C P allow = 2.5 * 6 * 4 "2 = 7.5700 (kips) > 5.8329 (kips) is O.K. co ;t 2.37 * 4 + 2.64 * 8.4181 < M C C LC LE U [ QC)C p C/) C0 MAY 0 5 2009 �j Z L DEVELOPMENT SERVICES OPT E R T ty `''•• CITY OF CLEARWATER r��. Ap8 00 .�� ••' `t0 E ti' �� Rl�l► •'40 •, '• .......• ' c )IV �C .r ►-n �o 00 D cu v 4 61 1) 1z/ Robert W. Wall, PE 46021 Architectural Services & Engineering, Inc. CA 7882 24710 State Road 54 Lutz, FL 33559 Phone: 813-948-2812 Teaf- (Y-A ECC- rop 36 ", M *3 4ra 2 0 9 4 A a b iy Lutz, FL 3354-8 813-948-2-9-20 $ov13L c -FFl�� Fyt-0 tt 9 t6q N a cr p F co TIFW&N-r =3 iEm A Tle-N A T- *IrEwAfrr 36 ", M *3 4ra 2 0 9 4 A a b iy Lutz, FL 3354-8 813-948-2-9-20 $ov13L c -FFl�� Fyt-0 tt 9 t6q N ULUnderwriters Laboratories Inc.:- ELECTRIC SIGN MBD-554911 -:�E*L-940S -kRE BUILT TO UL SPECS W','!ILL BEAR UL L--kBEL `�,COLMPLY TO UL 2161 Aw. MUST H IM Yl I' T 'r�,�APLIANCE Yll H -D N.-E C a cr co C =3 iEm Lei cm -j L w U. L3 L 0 LU ULUnderwriters Laboratories Inc.:- ELECTRIC SIGN MBD-554911 -:�E*L-940S -kRE BUILT TO UL SPECS W','!ILL BEAR UL L--kBEL `�,COLMPLY TO UL 2161 Aw. MUST H IM Yl I' T 'r�,�APLIANCE Yll H -D N.-E C COMPANY: Apple Signs Archiiu.;tural Services & Engineering, Inc PROJECT: AP09 043 24710 State Road 54 Lutz, Fl 33559 EBO 7882 ADDRESS a no 13' 0 " Section 1 Section 2 2 ' - 0 " Section 3 6 " x .5 " ASTM A53 -S /13 Pipe i+� Zact = 13.71 in3 > Zreq = 12.27 in3 Grade Line v Support column must be embedded for I x 3 10 I x 0 ,6" of coverage from bottom of foundation Robert W. Wall, PE Fla 46021 Sample Calculations Wind Load = WL WL = Cf * WIND psf WL = 1.851 * 26.534 Force = 49.136 * 26 Force = 1.2775 kips Zreq = Moment * 12 fb * NC * LDF NC = Number of columns - 2 fb = Bending (ksi) - 24 LDF = 1 Zreq = .5238 in3 Concrete approx. 2.66 cu. yds Concrete is 3000 psi at 28 days All wind loads per: ASCE 7 -02, ASCE 7 -05, IBC 2003, IBC 2006. Structural Steel Design per Chapter 35 of building codes. Soil Conditions per acceptable code standards or verified by professional engineer. REMARKS: All Wind Loads Meet 2009 Supplement with the 2007 FBC WIND - ASCE 7 -05 - Exposure C - 130 mph Section Cf Wind AREA y FORCE MOMENT Z REQ (DSf) (ft2) (ft) (kips) (k -ft) (in3) 1.00 1.85 26.53 26.00 13.00 2.00 1.62 26.53 93.50 7.75 3.00 1.45 26.53 14.00 1.75 1.28 2.10 0.52 4.02 29.89 7.47 0.54 49.10 12.28 TOTALS 133.50 5.83 MEAN SIGN HEIGHT (HB) = MOMENT AT GROUND = 49.10 k -ft CHECK FOOTING TOTAL FORCE 5.832 kips Pallow = S *b *d"2 2.37 *d + 2.64 *HB P allow = 2.5 6 * 4 "2 2.37 * 4 + 2.64 MAY 0 5 2GG9 DEVELOPMENT SERVICES DEPT CITY OF CLEARWASER NG)0f7N ° co 8.4181 ft -UCDD 0 W=o� b = width of footer (ft) D z C d = height of footer (ft) r- < O r _ = 7.5700 (kips) > 5.8329 (kips) is O.K. o m C T 8.4181 C) c) O --I ozw0 U) U) 00 E U) TT N W 'O��T••w• co C E NBe; R << • ' NO. 9021 J . � '•• �tOAI 1 Z, Robert W. Wall, PE 46021 Architectural Services & Engineering, Inc. CA 7882 24710 State Road 54 Lutz, FL 33559 Phone: 813-948-2812 1 1 1 jet CY-K me- ro P V Kliabry CDLUnderwriters Laboratories Inc.:� ELECTRIC SIGN B D 5 5 4 In, I I =—N,,'i,��PE BUILT TO UL SPECS LG�IS $ L BE?-2 UL L-A.BEL 6J�QNS'---4A.LY TO UL 2161 MUST E8E IM L � 111C MO. 'C' 4L CITY OF CLEARWATER POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 5624567 FAx (727) 5624865 PLANNING DEPARTMENT May 29, 2009 Michael Morelli 1635 N Dale Mabry Suite 7 Lutz, FL 33548 RE: Development Order— SGN2009- 00003/ 2094 Gulf to Bay Boulevard (Strip Center). Dear Mr. Morelli: The Planning Staff reviewed your Comprehensive Sign Program application for 2094 Gulf To Bay Boulevard pursuant to Community Development Code Sections 3- 1806.B, 3- 1807.B.2 and 3- 1807.C. The proposed plan includes a freestanding, attached sign as follows: 1. One Freestandink internally illuminated sign 145.75 square feet in area (with 46.875 square feet of sign copy) 13.3 feet in height and 11 feet in width. The sign copy area will have a white background. The white background will have future tenant business names in black letters. The remainder of the sign structure will be Sherwin Williams Tan #6371 and Sherwin Williams Red #6334, matching the store structure. The freestanding sign is to be located at the corner of Gulf to Bay Boulevard and Gunn Avenue. The Comprehensive Sign Program has been APPROVED and this letter constitutes a Development Order pursuant to Section 4 -202.E of the Community Development Code. The approval is based on, and must be consistent with the site plans, elevations and drawings dated received on May 05, 2009 with final revisions dated received May 26, 2009 and as described above and subject to the following conditions: Conditions of Approval 1. That no freestanding sign be located within the required sight visibility triangles and within five feet of any property lines; M "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" 2. That a minimum of 12 square feet of landscaping be installed and maintained around the base of the freestanding sign; 3. That the address be maintained on the freestanding sign, in accord with Community Development Code Section 3- 1805.S; 4. That the freestanding sign be internally lit with plastic face and copy; 5. That the freestanding sign structure be limited to the following colors to match the shopping center: Red #6334 Sherwin Williams and Tan #6371 Sherwin Williams; 6. That the color of lettering (copy) shall be limited to Black #6258 Sherwin Williams; 7. That any requests which are inconsistent with this approved Comprehensive Sign Program require an amendment to be filed and reviewed and approved by the Planning Department prior to issuance of a building (sign) permit; 8. That the internal sign lighting be controlled by a mechanical timer and be turned off at midnight or whenever the business is closed, whichever is later; and 9. That all other Code requirements /restrictions of Division 18 (Signs) be met, including but not limited to, grand opening banners, window, temporary, construction, sale leasing signs, etc. Pursuant to Section 4 -303, an application for a building permit shall be made within one (1) year of the date of this Development Order (May 27, 2010). All required building approvals shall be obtained within one (1) year of the date of issuance of the initial building permit. Permitted time frames do not change with successive owners. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any 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. Should you have any questions, please contact Matthew Jackson, Planner II at (727) 562- 4836 or via e -mail at matthew.jackson@myclearwater.com. n ncerely, P(L L� �� Gina L. Clayton Assistant Planning Director S:IPianning DepnrtmentlCD BlComyrehensive Sign PrograinlGuj to BavlGul[to Bav 2094 Strip CenterIDO doc N Clearwater May 06, 2009 Michael Morelli 1635 N Dale Mabry Suite 7 Lutz, F133548 CITY OF CLE...RWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 W W W . MYCLEARWATER. C OM VIA FAX: 813 - 948 -2403 RE: CSP2009 -00003 -- 2094 GULF TO BAY BLVD -- Letter of Incompleteness Dear Michael Morelli : The Planning Staff has entered your application into the Department's filing system and assigned the case number: CSP2009- 00003. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments. 1. Per Section C of the application, submit a signed and sealed survey of the property. 2. Revise sign plan submitted to include all of the submittal requirements found in Section D of the submitted application. All requirements are necessary except for the last four, which are not applicable. 3. Provide a complete response to criteria two in Section F. Do not restate the criteria as a response. 4. Per Section 3- 1806.B.l.c.ii of the Community Development Code, provide square footage of building facade that faces Gulf to Bay for determination of allowable sign square footage. Section 4 -1008 of the Community Development Code states that if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. Please resubmit by 5 -12 -2009 at NOON. Failure to do so will result in the application being withdrawn. If you have any questions, please do not hesitate to contact me at 562 -4836 or Matthew .Jackson @myclearwater.com. Sincerely yours, Matthew Jackson Planner H Letter of Incompleteness - CSP2009 -00003 - 2094 GULF TO BAY BLVD r Apple Sign & Awning, LLC 1635 N. DALE MABRY HWY. #7 LUTZ, FL 33548 APPLE.SIGNSI VERIZON.NET PHONE: 813- 948 -2220 FAX; 813- 948 -2403 FAX T0, ! , FROM: 2PN FAX: FAX: 813- 948 -2403 PHONE: PHONE: B13 -948 -2220 SUBJECT; DATE: NOTES {�E?k A* "SHE COWRS To &jLF to E;A*l i9OSS►rws CSP I �J'U�}M11TE0 �{K'fERMY .P�iA� �,G�( ME MOW IF Yov Hie At'%? 6Zur'lwNS ?1 J lA%?y coilot, 127 2&00)96 l 'd L6i6 ON wvis o1 60oi 9 ^Yw N. r• �� Its �, �"i rs MEW t �F v.. I1 Ilt� ' t 3fiY#1G4T87Ft4 j��, �. {A` ;t'1 A+ V ��•r Off -TFAUlUL"F4kTDMONL*&iWVrpL AUTM L 913CiJ.PT10N •kr.'+�� , = Mi FAMMXUAL"I'ARARDOF. Rti CADI'$7 TO KW- ALAANIAI SIDFSCMER 1WOOMLAWLE Alt. WELCf flrUIVIR .TWALMINAME FACE NETAINEWAm) DB IN'tF 1lA7�[]f11111. MRARS. CABINET TO BE INTERIAVU I kWAT®R•R W Sigili & f SIQN WOM-A. 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PARAPET 8 b 4' DIAA EMS BAND n �— A" DIA EFLS BAND LEFT FACE ELEv. 2'•1" 0 E F I S P ROF.1 LE So ca C7 CaPYR p THIS DMWING 1' ED DESIGN iT, L � a 0) CIRCUM5 fAf(CEI °@ cV BE REPRODUU1 Fk ALTERED OR U WITHOUT WRITT >- i F R.0 0, DESI 0 cR _Z U 0 C� ° ^''\ LL 0 r 1 Lt „: <1: COPY OF "THIS PLAIT IS SEALED AND DATI .. qq. ♦ y T U 0 Robert E. G -T `^ 0 VJ u- _.J :) I k;�A I,7S59 C.`i � � � Q I KY #3396 NJ C #,WlS G r� I �1 rat Ln � a Cd Ri - Y =YIY] u,.. U i 1:11 cF, ^''\ r y r y''.� a r�iirjnn #s elite r k'11 I j�`IYlai' ili��t =�I =I METAL FLASHING TO EXTEND FULL HEIGHT IT OF PARAPET t113s11.....s.. YIsE,,Fl,s ,I II FRAMED PARAPET BOX W SMOOTH SAND STUCCO FINISH ' FI 11(II1 E Z I i a uIIl ntY s f t smou H SAND STUCCO FINISH TYPICAL �< ;FPIi't;,=tl°Il klt ttltl,i , tillatM, r .:: " ♦ l Y C C....: t iFl` I .,.�.. I(tlll,' i +I'111k11i(IIIIII: VIII �+. WINDOW SYSTEM, SEE WINDOW SCHEDULE AND FLOOR PLAN (UPPER WINDOWS � .—�- FROSTED WHITE) FLEX—..—,.. 1 TENANT SIGNAGE °M ; METAL FLASHING OVER PARAPET, MIN; �I" DRIP EDGE f i ` f ( SEPARATE PERMIT } � 7— ul . Luo ' l 7 METAL SUN SCREEtI I- �16EXTEIID 4' Fk[�M FACE OF BUILDING, WIDTH TO tvC4TGf WINDOW OPENING?w ,sJ 0 STOREFRONT ENTRANCE SYSTEM, SEE WIIIDOW SCHEDULE AND FLOOR PLAN J ' J BOX — ', �'. : -� � 9� STONE MOUNTED LIGHT FIXTURE VERIFY WITH MANUFAC71 -URER IF EXTENSION �^ PLATE I5 REQUIRED - Lr c MCIUNTIhaG PER MAUF. I ✓.; RECOMMOIDAI'IONS 10 1/2" VINYL REVEAL, 5/8" GROUND; DIMENSIONS ARE APPROX. l -O CENTER: LINES �.1 1'I BUILDING MOUNTED UP /DOWN LIGHT, CYLINDRICAL, SEE LIGHTING FOR MOUNTING HEIGHT 1 4X6 ALUM. DOWNSPOUT, WALL HANGERS AT JOINTS, MAX. 4' -0 O,C: NOTES Lin 1): JUIVTION BOX HEI'.SNTS VARY DEPENDING'ON UNITl SEE ELEC. QWG 5 F0 HEIGHTS j 1., DOWNSPOU "I TO BE DIERCI t_yruNp_ i TO STORM WATER DRAIN SYSTEM, 2} DRILL THRU MAS(7NRY WAIL TO I UIV ELtC. FLEX CONDUIT SEE CIVIL DRAWINGS FOR FURTHER INFORMATION 3) CAULK €t SEAL HO AFTER WERE HAS BEEN RUN l'4 BUILDING MOUNTED WALLPACK LOCATED AT EACH EXIT DOOR, SEE'LIGHTING FOR MOUNTING HEIGHT 15 METAL RAIN GUARD AT EACH EXIT DOOR, TO EXTEND 2' -0. FROM FACE OF BUILDING c 1C HOSE BIB, SEE DOMESTIC WATER PLANS FOR LOCATION AND SPEC'S j C n --1 HALLOW METAL REAR EXIT DOOR 1y88 FIXED WALL LADDER WITH SECURITY GATE r1 METAL PIPE BOLLARD FILLED WITH CONCRETE, SEE ARCHI TECTURAL uRAL SITE DRAWINGS FOR SPEC'S 0 ROOF MOUNTED HVAC UNIT (RTU) SEE MECAHNICAL FIVAC DRAW,INGS.FOR 5, HOSE BIB IN RECESSED LOCKED BOX, SEE DOMESTIC WATER PLANS FOR LOCATION AND SPEC'S Ln fn N U rte" i ISSUE DATE: REVISIONS: r � n, � .� : ,� �� . r ....- -..,.: ri -- .,.,:. -.q .- -_ -- ar.„. -- _ wmy w�u. _ �a'ewrm� w_ °_ aaas ;:.;._, p� w-- - � . n�„Wwo�s -•; es-, - L�li 1 7k S rt yiYla - Y =YIY] 1:11 Lt „: itR ?fiikt rtir; 5, HOSE BIB IN RECESSED LOCKED BOX, SEE DOMESTIC WATER PLANS FOR LOCATION AND SPEC'S Ln fn N U rte" i ISSUE DATE: REVISIONS: r � n, � .� : ,� �� . r ....- -..,.: ri -- .,.,:. -.q .- -_ -- ar.„. -- _ wmy w�u. _ �a'ewrm� w_ °_ aaas ;:.;._, p� w-- - � . n�„Wwo�s -•; es-, - L�li 1 -481T.- C) U ............ OREAR FACE ELEVATION SCALE: 1/8" = 1' -10" RIGHT FACE'ELEVATION SCALE: 1/8" = 1' -0" EFIS PROFILES T-4- V-11" 2" 2- KEYED NOTES III 11-M R > Fe —co -Py R" (D METAL FLASHING TO EXTEND FULL HEIGHT OF PARAPET I THIS DRAWING 11 LEW FRAMED PARAPET BOX W SMOOTH SAND STUCCO FINISH CIRCUMSTANCE >- BE RFPRODUU SMOOTH SAND STUCCO FINISH - TYPICAL ALTERED OR WITHOUT WRIT WINDOW SYSTEM, SEE WINDOW SCHEDULE AND FLOOR PLAN (UPPER WINDOWS 0 FROSTED WHITE) METAL FLASHING OVER PARAPET, MIN. 4- DRIP EDGE L L CD 0 6 > 7 METAL SUN SCREEN TO EXTEND 4' FROM FACE OF BUILDING, WIDTH TO MATCH WINDOW OPENING ED CN STOREFRONT & ENTRANCE SYSTEM, SEE WINDOW SCHEDULE AND FLOOR PLAN a) a. F STONE MOUNTED LIGHT FIXTURE, VERIFY WITH MANUFACTURER IF EXTENSION ILL Z) SEALED AND C C%4 j PLATE IS REQUIRED Robert E. 1/2" VINYL REVEAL, 5/8" GROUND, DIMENSIONS ARE APPROX. TO CENTER LINES KY #33416 tIj #15414 OH #5081 SC #4334 VA :"5737 TN #433.1 BUILDING MOUNTED UP/DOWN..LIGHT, CYLINDRICAL, SEE LIGHTING FOR C) MOUNTING HEIGHT 0 0 4X6 ALUM. DOWNSPOUT, WALL HANGERS AT JOINTS, MAX, 4-4'O.C. C14 Ln U. DOWNSPOUT TO BE DIERCTtONNECT TO STORM WATER DRAIN SYSTEM, 0, SEE CIVIL DRAWINGS FOR FURTHER INFORMATION sz \, K, i:Z1 IS g li 41 (U wi 4Al V-11" 2" 2- KEYED NOTES BUILDING MOUNTED WALLPACK LOCATED AT EACH EXIT DOOR, SEE LIGHTING FOR MOUNTING HEIGHT METAL RAIN GUARD AT EACH EXIT DOOR, TO EXTEND 2'-U'FROM FACE OF. BUILDING HOSE 515, SEE DOMESTIC WATER PLANS FOR LOCATION AND SPEC'S HALLOW METAL REAR EXIT DOOR FIXED WALL LADDER WITH SECURITY GATE METAL PIPE BOLLARD FILLED WITH CONCRETE, SEE ARCHITECTURAL SITE DRAWINGS FOR SPEC'S ROOF MOUNTED HVAC UNIT (RTU) SEE MECAHNICAL HVAC DRAWINGS FOR LOCATIONS SCUPPER OPENING Et ROOF OVERFLOW OPENING SCUPPER BOX 16" W X 20" H X 6" D BUILDING ELECTRICAL SERVICE AND DISCONNECTS .205 HOSE BIB IN RECESSED LOCKED BOX, SEE DOMESTIC WATER PLANS FOR LOCATION AND SPEC'S TELEPHONE SERVICE LOCATION CABLE SERVICE LOCATION ql-8) DECORATIVE STONE FINISH OVER MASONRY FLEX i BOX S . SIGNAGE ATE PERMIT NG PER MAUF. AIENDATIONS NOTES 1) JUNTION BOX HEIGHTS VARY DEPNDINGL ON UNIT; SEE, ELEC. Dwd's,FbR HEIGHTS 2) DRILL THRU MASONRY WALLTO.RUN ELFC. FLEX CONDUIT 3) CAULK 13t SEAL HOLE AFTER WIRE HAS SEEN RUN: GENERAL NOTES 1) ADDRESS NUMBERS SHALL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR AT THE FRONT ENTRANCE AND SERVICE ENTRANCE FOR EACH UNIT PER LOCAL r REQUIREMENTS. FINAL DETERMINATION ON SIZE COLOR AND EXACT LOCATION MAY RE ENFORCED ByrLOCAL BY LOCAL GOVERNMENTAL AUTHORITIES.' 2) SIGNS ARE NOTAPPROVED WITHIN THE SCOPECIFTHIS BUILDING PERMIT. ASEPERATE SIGN LOCATION PERMIT IS REQUIRED FOR EACH SIGN. �r� III 11-M R > Fe —co -Py R" (D METAL FLASHING TO EXTEND FULL HEIGHT OF PARAPET I THIS DRAWING 11 LEW FRAMED PARAPET BOX W SMOOTH SAND STUCCO FINISH CIRCUMSTANCE >- BE RFPRODUU SMOOTH SAND STUCCO FINISH - TYPICAL ALTERED OR WITHOUT WRIT WINDOW SYSTEM, SEE WINDOW SCHEDULE AND FLOOR PLAN (UPPER WINDOWS 0 FROSTED WHITE) METAL FLASHING OVER PARAPET, MIN. 4- DRIP EDGE L L CD 0 6 > 7 METAL SUN SCREEN TO EXTEND 4' FROM FACE OF BUILDING, WIDTH TO MATCH WINDOW OPENING ED CN STOREFRONT & ENTRANCE SYSTEM, SEE WINDOW SCHEDULE AND FLOOR PLAN a) a. F STONE MOUNTED LIGHT FIXTURE, VERIFY WITH MANUFACTURER IF EXTENSION ILL Z) SEALED AND C C%4 j PLATE IS REQUIRED Robert E. 1/2" VINYL REVEAL, 5/8" GROUND, DIMENSIONS ARE APPROX. TO CENTER LINES KY #33416 tIj #15414 OH #5081 SC #4334 VA :"5737 TN #433.1 BUILDING MOUNTED UP/DOWN..LIGHT, CYLINDRICAL, SEE LIGHTING FOR C) MOUNTING HEIGHT 0 0 4X6 ALUM. DOWNSPOUT, WALL HANGERS AT JOINTS, MAX, 4-4'O.C. C14 Ln U. DOWNSPOUT TO BE DIERCTtONNECT TO STORM WATER DRAIN SYSTEM, 0, SEE CIVIL DRAWINGS FOR FURTHER INFORMATION BUILDING MOUNTED WALLPACK LOCATED AT EACH EXIT DOOR, SEE LIGHTING FOR MOUNTING HEIGHT METAL RAIN GUARD AT EACH EXIT DOOR, TO EXTEND 2'-U'FROM FACE OF. BUILDING HOSE 515, SEE DOMESTIC WATER PLANS FOR LOCATION AND SPEC'S HALLOW METAL REAR EXIT DOOR FIXED WALL LADDER WITH SECURITY GATE METAL PIPE BOLLARD FILLED WITH CONCRETE, SEE ARCHITECTURAL SITE DRAWINGS FOR SPEC'S ROOF MOUNTED HVAC UNIT (RTU) SEE MECAHNICAL HVAC DRAWINGS FOR LOCATIONS SCUPPER OPENING Et ROOF OVERFLOW OPENING SCUPPER BOX 16" W X 20" H X 6" D BUILDING ELECTRICAL SERVICE AND DISCONNECTS .205 HOSE BIB IN RECESSED LOCKED BOX, SEE DOMESTIC WATER PLANS FOR LOCATION AND SPEC'S TELEPHONE SERVICE LOCATION CABLE SERVICE LOCATION ql-8) DECORATIVE STONE FINISH OVER MASONRY FLEX i BOX S . SIGNAGE ATE PERMIT NG PER MAUF. AIENDATIONS NOTES 1) JUNTION BOX HEIGHTS VARY DEPNDINGL ON UNIT; SEE, ELEC. Dwd's,FbR HEIGHTS 2) DRILL THRU MASONRY WALLTO.RUN ELFC. FLEX CONDUIT 3) CAULK 13t SEAL HOLE AFTER WIRE HAS SEEN RUN: GENERAL NOTES 1) ADDRESS NUMBERS SHALL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR AT THE FRONT ENTRANCE AND SERVICE ENTRANCE FOR EACH UNIT PER LOCAL r REQUIREMENTS. FINAL DETERMINATION ON SIZE COLOR AND EXACT LOCATION MAY RE ENFORCED ByrLOCAL BY LOCAL GOVERNMENTAL AUTHORITIES.' 2) SIGNS ARE NOTAPPROVED WITHIN THE SCOPECIFTHIS BUILDING PERMIT. ASEPERATE SIGN LOCATION PERMIT IS REQUIRED FOR EACH SIGN. �r� III 11-M R > Fe —co -Py R" CO I THIS DRAWING 11 LEW 'DESIGN 1T, I CIRCUMSTANCE >- BE RFPRODUU ALTERED OR WITHOUT WRIT LFROM DES 0 0 L L CD Q > Q ED CN 0 a a) a. F COPY OF TmIS PLA (D U) ILL Z) SEALED AND C C%4 j C9 N Robert E. GA #7659 (7T 4153 t�1,5 4123.S i KY #33416 tIj #15414 OH #5081 SC #4334 VA :"5737 TN #433.1 NC 410097 C) 0 0 C14 Ln U. 4-J Ln 0, sz \, K, i:Z1 IS g li 41 (U 4Al 0% r� vi 11 p4 rn ! ISSUE DATE: 10/9/2007 ITE V-1 S 1-0—N S-':- it DRAWN BY: ECS CHECKED BY: REG PROJECT NO. FL-09-001 it A*6 ■ I I III 11-M R 1, LEW 0. Lu lun 0 < cc C) 0 0 U. 4-J Ln 0s ! ISSUE DATE: 10/9/2007 ITE V-1 S 1-0—N S-':- it DRAWN BY: ECS CHECKED BY: REG PROJECT NO. FL-09-001 it A*6 ■ I I LEGAL DESCRIPTION L Lots 1 through 10, Block A. GUNNS ADDITION, as shown on the map or plat thereof, as recorded in Plat Book I 1, Page 88, Public Records of Pinellas County, Florida. SITE DATA I 1 - SITE ADDRESS: 2094 GULF TO BAY BOULEVARD CLEARWATER, FLORIDA 33765 . 2. PROPERTY AREA: 77,003 SF (1.768 AC) 3. EXISTING ZONING: C . . . 4. EXISTING LAND USE: CIS , 5. BUILDING SETBACKS: I GULF TO BAY BLVD. (SOUTH) = 95.8 FT GUNN AVE. (EAST) = 61.8 FT CORNELL ST, (NORTH) = 83.4 FT I I I SIDE (WEST) = 51.7 FT 1 6. SITE AREAS: VEHICULAR USE AREA: 33,551 SF (43.6%) BUILDING AREA' 13,971 SF (18.1%) SIDEWALK, CURB, DUMPSTER: 6,480 SF (8.4%) TOTAL IMPERVIOUS AREA: 54,002 SF (70.1%) POND: 3,163 SF (4.1%) PERVIOUS AREA: 19,838 SF (25.8%) TOTAL AREA: 77,003 SF (100%) 7. FLOOR AREA = 13,971 SF (F.A.R. = 0.18) 8. OWNER: . GULF TO BAY DEVELOPERS DIVERSIFIED, LLC 630 CHESTNUT STREET I ------ ....... CLEARWATER, FLORIDA 33756 r._1; I ,;;.. ! : : : 9. STORMWATER MANAGEMENT: WATER QUALITY TREATMENT AND i : 50 YEAR STORM EVENT ATTENUATION. I I I I I I I I 10. FLOOD ZONE INFORMATION: ZONE "X" � I 1 1. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED IN - I W ACCORDANCE WITH THE CITY OF CLEARWATER CODE OF ORDINANCE. ; . ..... ::) 12. WASTE MANAGEMENT: ONE SOLID WASTE COMPACTOR . ! i I I I z I .............. 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I : I I I I I i I : i 11 � N I !�T�-, K., 90 5M - � !=,'I i �029 =_ = I (114 � � S � GRAPHIC SCALE 111=20' 40 20 ,,.�- - " - , I 'i .1, 7� I � . . ! I I I : � I 1 L � SITEPLAN'NOTES i : I : � . . : . . � r 1. 11, 1. ALL POINTS AND MONUMENTSr $H'ALL BE SURVEYED UPON MOBILIZATION L I ' �. , I 1 ! i I 1 (� 1 ; � ,r ., . . TO VERIFY THEIR ACCURACY Nyr DISCREPANCIES DISCOVERED MUST BE . . , , - A r 1 PROPOSED PRIVEYVAY i dONNECTrbN : i � . .1... BROUGHT' .0 . I , , "NTION OF THE ENGINEER IN WRITING PRIOR TO . . . I .. I CONSTRUCTION. r�_ I . . v I I � I L r . - . I i . I . . . . I I � - . L I I . 2.-.,r:MONUMENTS.ANDOT.HER�8URVEY.CONTROLPOIN * LBE I I : I r t. . I I L . . . � . I I . . I L I .. I. . , PR&ECTEbPR0mb*M' 8�AND-!DIS'TUIRBANCE. IF ANY CONTROL POINTS L. �. L ", ' L L, r I I I I 1. r � ARtbAMAGLb 'OR � �Ok,�IJIST ") I BE THE RESPONSIBILITY OF THE '� 'Tk'L.' � . I , , CbNl,, , , �r' ,r t_! L ' ._ r I L , , RACTOR TO NO IF-y L I ENGINEER AND REPLACE THE CONTROL � I I 1 . . I . POINTS TO THEIR Okid'INAL.COND ITION AT HIS OWN EXPENSE. L L I Ii : 1 ! ; I .. . ' . I., L I 3. CONT RACTOR SHALL. REiFER70 THE,ARCHITECTURAL PLANS FOR EXACT ' ' �' ' ' : . ! I I . . � '. , LOCATIONS AND DIME N r�10 , NS " 0 : F " L'k ' - - HES, TRUCK DOCKS, PRECISE i . : : . I I - i . M : &BUILDING UTILITY ENTRANCE BUILDING DI 5NSibN8 AN[D.E� I . I I - I I . I i . I I LOCATIONS. I : L .. . i I � . I . 4.REFER I TO SHEET C�5.3 r FOR-CROSS SECTIONS. .1 r I � 11 . I I . , I ; .r ; .1 i I � . . I . . . I . . 5. ALL DISTURBEDr AREAS ARE TORECEIVE FOUR (4) INCHES OF TOP SOIL, " _ i r, _.,,l, " . , ,I:A " i . I I ! � � ��, RETAINING WALL � 1 � � ', R' HE, 5JEED, MULCH A D.WATE 'UNTI ALTHY STAND OF GRASS IS , r . . .1. I L . I ; I , . ESTABLISHED. � I j , I � LL , � . � 011 D I � 6. ALL PROPOSED PARKINGIDRIVE AREAS TO BE CURBED WITH FDOT TYPE 'Do . ; CVRI3j:bNLtSS �PEC!htl) OTHERWISE. ALL CURB RAMPS SHALL BE I .. � z . i i .1 . ;i j:_`L:kT- CONSTRUCTED ' � AND-TE URED PER FDOT INDEX NO. 304. L r Ljj , I 1 I I I � L . 7. MINIMUM CURB RAD""Sr . THREE (3) FEET, UNLESS OTHERWISE NOTED. . L > :, i I I fl EXACT RADII bIMtNSIONSARE SPECIFIED HEREON. . . .. . .. I � . 11 , 1. L' < -'r :. 1 1 . . I .8. ALL DIMENSIONS. SHOWWON -PLANARE TO FACE OF BUILDING, EDGE OF I - . .. . , ,. 1, , - I 11 . . : '. L ..1 % � . L' . .'PROPOSED L IdHt:06L - � - I . PAVEMENT,+ACE- OF W 6ENTERLINE OF STRUCTURE, UNLESS 1. . kl:r�,6k � � , r I ' ;��E � I (FIXTURE TODIkEbt LIJHT' 1 1 . L L . . . OT E . H RWISE'NOTED. 1. . T6WARb'BUILDING) - - . . , I : 'r. .. I . "I � I . . . . . . I I ,. . . ' � '' L _�� 7, , . � ; , _ � �� _: 4� ! . ,�, - --9.-THE SITEANORK FOR THIS'PROJECT SHALL�'MEET' OR-EXCEED THE CITY -- .- r , . I .'�. � i . Z I I ! r M OF CLEARWATER COM UNITY DEVELOPMENT CODE. I .. . . . . . . L r I I I D I � 1 0. MONUMENT I PYLON SIG"'I , rL , r , NS SHALL BE COMPLETED BY THE OWNER'S :' I � 1 1 1 SIGN CONTRACTOR. : 0 � 1� . . . : I .� I I I 1 1. PROPOSED SITE LIGHT-ING SHALL BE AUTOMATICALLY CONTROLLED TO . L I . ! . . I . TUR*OFFWHEN BUSIN�SS�S,ARE CLOSED. REFER TO ARCHITECTURAL - . I I . . r 1. I I . I I 'L� I � . I i i r L . � , . PLANS FOR SITE LIGHTNING �'ELECTRICAL PLAN. 4100 : , r , . . : I . : , . I i . I I � . . � il I . . I . r I L ' . . . � . r . � . 12.. REF.ER1O ARCHITECTURAL LANS FOR DUMPSTER PAD SIZE, LOCATION . . - . . P I � 1! . � . . I . . NEW SIDEWALK I i I I . ! 1. Z! . I . � . L' ' '�' ' L I I L : I �, . I LOCATIONi AND -DETAILS., . . I I r . � ' "' ' . . I I , I1. . . . . , L , ,� 11 I . . 14. ALL BOUNDARY AND L TOPOGRAPHICAL INFORMATION SHOWN WAS . . . L i . . ,I i L .. � 1. � I TAKEN FROM.' TOPOGRAPHICSURV,EY BY SUNCOAST LAND SURVEYING, INC. !H�. r ! . I I DATED.1/18fO7. I . .. I : . , , � : � I . i 1 . . - . L . . .. I , . . .1 . . . . I . 3.X�'b:PRO� ' ' . . . . 11.5.ALLL.EXISTIN( L. . .OSEDELPVATIONS ARE REFERENCED FROM "' ": E I L I . i I . . 0 .. . .L I . � . I - __ - i . . I , L I .! � 'I � r __... I ' ' 6� _' " . NAL'GEODETIC VERTICALbX M.(N.G.V.D 1, NA � TIO , . L I . . .. I :.� - . I , , I . . . U ff 0 vq Ff . : � 1 1 . I� , .. I 11 . � I I 11 � . . I ' : . MAY o 5 2009 .. j . i L � i . I I I . . 1: PROPOSED LIGkT,POLE I . . , IXTUktiTO DIRECT 06W'i . A . L r I I . I - Tall BUIL6'ING) , . i _ EXtS ,, ' L % , TING . � I I . slotli :. I \ . . L r . . L I I . . I , L I � � . � I . . i \ ! . i - . r 11 11 : . � . i r . . I \ , i . . 1, r � , � I . � , , I rN, I `,"'..... �0 I � I _ Ir -..-,- I I \115101wy 5IM . I I TPhA6Lr—, I LEG Ill -1� tv I I I . I � � 1) 0 2 I.- . r , %QRA M ;;� . , , . , , -, I (0 0 _j . 11,:�,�* " _' .,,,,,, I - :I1 - , ^ .I,r,'/ - � I , . . ;'.- @ OF,YRIGHT2007 A� I" .1 �� - . I � i . �:, , ` - I - . I I - I I : � � I I ) . 0 () , C C 0 I 0 LEGAL DESCRIPTION -1 I � I I ,." Lots 1 through 10, Block A. GUNNS ADDITION, as shown on the map or plat thereof, ,: . 1 , � 7 , ',. � � � � I I as recorded in Plat Book 1 1, Page 88, Public Records of Pinellas County, Florida. : I . I I I : '?, I , I , � r , _ I ', r .1 _ I . SITE DATA I 1. SITE ADDRESS: 2094 GULF TO BAY BOULEVARD . . CLEARWATER, FLORIDA 33765 2. PROPERTY AREA: 77,003 SF (1.768 AC) 3. EXISTING ZONING: C 4. EXISTING LAND USE: CG I 5. BUILDING SETBACKS: GULF TO BAY BLVD. (SOUTH) = 95.8 FT GUNN AVE. (EAST) = 61.8 FT CORNELL ST. (NORTH) = 83.4 FT I SIDE (WEST) = 51.7 FT I I I. 6. SITE AREAS: VEHICULAR USE AREA: 33,551 SF (43.6%) BUILDING AREA: 13,971 SF (18.1%) .1, W_,X;� 11 I " FENIC�". r, ....... . ........ ........ U .... .... � - ....... i . ; I I . � : I . . � � . ..., � . I . I � f ...... .... . ............ � .... � ......................... ............... � ..... . ... .....'...".. ... 11 .... I ... .1 ...... I .... ......... .. � ...... I ...... � ..... .� ......" ..... ....... I-— . I ... 11--.11 ......... I- ...... 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"---...-- ._.. _ ...- ....- _ ", . ..... � -.. ... I......., (NOT CONSTRUCTED) I _ _.... I.— _. __ __ 1 . ". ...,_,..,_.._.__, . ....... ...... .. 1, ... . . . . ......... ___ .... .. . . ...... 1..__.-,-1 ... ..", ..-.. I...., ........ , ... _ _... _ _ .... . .... - ... ._..-._.. .- ; . : I � . . I I I . PROPOSED -LI i GHT POLE ___1 I I I I 1. . L (FIXTURE TO'Dlft�CT LIGHT � RETAINING WALL - . 0 0 I I L , � . W, S GRAPHIC SC EK P W a- t-C E i�: 0 WE 'W1 ;� a 0 U_ to 0 z �: 0 0 U) � T!� n� 0001�il 0 . I � � I f � I � � .1 . i z ; I I . , L L� , I ; i i � I ; I! I i ; _! i I 1� : : r-- ! . , I P, 11 I i ; , L I I �i �, 1 , FHA I ' L - ' ' ' � C� I . : r",- I � , . I I I 1 ,I, ! 1 �j ; � i i i I I I 1 : I I �� , J , � : i .." ; : . I ! ; , � I i I 0 : i i I I i Na I I I I � I . I I i � � � I I I . , . I . I i I I i 1 I ; � I I I . I I i I ! 1 I � � . �� I I W8 I 1 . . � . I I . . . I I % I n . I I J � . . . � ; . I - . 0 0 I I L , � . W, S GRAPHIC SC EK P W a- t-C E i�: 0 WE 'W1 ;� a 0 U_ to 0 z �: 0 0 U) � T!� n� 0001�il 0 Lu' LY r-- C� I I ;� .." 0 0 0 0 C) C) M Na in M . , . . , , 1�: . �3 :2 W8 03 . . i� n 0 �; I- U.J 0 LU 0 z: = �2 > Ljj W 0 0 2 �i =) U-) � - LU . ____ - -1 __ . k'�11�1'1. "",O",LL,-P,"'.��',',,'�,,'�.',,",.'.,,".'..".., '_ �%... .,. I �.- �� - ,, I I I .1 . I 11 � :I- !� 1 ; "�2�� ` �, I— I- 11 ''"' . I I ! 11 ".. :'. 0 . 11 . - �. - �11 I . I '. , '�' � I I �, ":., - -�, , -., -.. ".""X , "," ��"_,.� ` " M '$ . . 1�� I,- C', � : k 0) In in 0 N,�, -�, -� --, 1 �k *," , �. .1 . .. S , L -,,,� g , - . , ] :,.,37:��. ., ��_�%-�<.�,�o-,,: ,�-",��..-.,n ,",.""�,�"�,"',!'��.�;��-.,,,.,.;.�'.., - I— �� ... . `��PL .-%A vj�,E� , : � N + , , A, , , j i I . SITE PLAN'NOTES . . ,,, .� ,�. �- dq.,. . "I �1.11� � """', , ik -, 31 I - Z'& -1 0- ., ,, , ., MCI] 1�2� i"W � .. ,,� 1, SIDEWALK, CURB, DUMPSTER: 6,480 SF (8.4%) . . - '" - " .,...,!, �i,-,��K`, 1 I , 01 i �. , , I 1, �e,;;�,;.�;��,-:�!��'; _ V , - . �", - 1. ,;,,� - -� � . 'L: I "� � "', VM Aqlb-�,J,`2 .."."'. , ',",,��'�,'.:,'�'T'-�.��'/""':,,, Z, -�, '�', -,-"? . I " .�"I'��,��,,��"L'��,,�i;.��..�.,�,", , .,1 `,,,.��, -,t-�.`.",�.' , ,1.,i,`,:.`).t -5 v .- - ,�� .. 1. ..:.. , . , ,,,�o " ,� , . _ �� lb �,, -' . , " , �* _..%''. , � a, ". . '1W I I . . : I '' I , , , , ", ", "", "�, : . . ,7.4ft '�46,� ".... " " L , L�. , , I I �1� -." I - I 1; �. I " ,,, . , L L L_ � .1 .1_ : -I � , !� . 0 I , . L � 1. , . . I - _;.�:..__141 _ - ' '"", , , ". ,�"L� ��.41��il,P.�`L' L, "b , ��!: !:, - " " � 1.�' . I 1�� . �.: W_ .1� I , I - - ." ":., I 4 j . I 7�,��11�1' 1. , Al ";, 1� , ��. JK,:L�fj '.. " I .- .:.. .... , I . 11 ,!. ". , , ,-� ,'� � N"M �;/'�:'�-�"��"... P;, -,,,�`* -�'! "' "" !....p.. - �, -',"2>�L-S �o:,", � .- -, �'�, �?;J,"ML - %.", � '. �. ,%1�11 54,002 SF (70.1%) . "! A TOTAL IMPERVIOUS AREA: � . li,w-� - -'X::': """, . _� ,,Z, � . , ,�:�� ., � F a N,L.-, " - , , _ � i� ,� .�L,k,�;��"ffi ,j i . . _'N ,,,- %;,�� """ ��'�";�" "It'."?", ��,_ , � , I �, rl-,�"",��_ L�", , , ,�� "n �,j4�� -.�' �,�' . 11-illl ,_,�'--'�,�, , __, "': � "�:�4 , _K,.?._ . , , a ��, �,L' ' �� 7"'..;"' �' . � '..", L , � � . , , POND: 3,163 SF (4.1%) i DETENTION POND n� �,' �.',� I'L�"'� ., ,_ L.<, , , . . L -1 k",.,L��il"� �,;� ,I ... -,�,2 � , "__ L " �,- , , LL -, �L 'p$" ", . . ., . I �, I., -1 , , , L�� - _ , , "x", � _i�, -.!� : - - � � I I I ''I I , � " _ �, ! � � F. .. . , M , , �.-",�,�4�1�;��;�'W', 1b, ., " �, I.Z� .. 2 "I . .�, , " ... I—. . - (26.8%) k ,L r � 'a" * �q � L�� ,� ,:�0 7L ]�.,g,,,,,�- . �, , , �_� �,��:�� 1`�, ,�,,L�.'�,.,,��,: " :, . ��t �,��, � I TOLVER YTHE ' '.'.',,�M%�j� i, ,,, 15 M"o, ,, -', 9" , �, , � , W:,�� " ' RACY 'A Y DISCREPANCIES DISCOVERED MUST BE , m t �*!,, W :?�51' iiit,'�T% -,� ,,, i�`. -�-,,ALOM, "WO�`,Ilk . __ , -, . I . I ?. . ., '_ " , ' 'r , ��,;A�,�i,��"l�,�-"',�",<��,ii,z,,� , - 1. - EN, ,� ; * - __ " �, Ij , ... , ��. 1� �W...: 5ROUGHTTOTHEA11 TION OF THE ENGINEER IN WRITING PRIOR TO ,��: �i�i:7�� .... I., ..... 11-1 '�� '. , ,� . � X.�. � . , A I , " �Rj', 1� � ,, - -11 �,�:. %._';�."�r",� .... t - � , ,� " " .. ... .. . ". . . L " 11 ', .1 , 1A., , ,� ��.��'�i��l.-I",,.!�wl::..I ,�. R _!� . I I iN 1, - - JF " " -_� ""' 1'1;� I 1�1�`IiZI,11&2�1�,E,� " 0 , " ,�.'' �, - �.'M::�, .., '�f .. .. " `��L&.L'1�1"'-. �.��,;x��_% �xl �i i �,"L""' ' , ".� .", ,',',- � .11 .... 1. ALL POINTS AND - �F - .'a . . , . 0 .�i - ". , I - "v. �.I;, I .: 41, - �,�,'_ .,�', '� " , .� L�'_' �'.,,, L'�, ""' L , - �� '! MONUMItNT$ SHALL BE SURVEYED UPON MOBILIZATION . , A , - W g, I ., I ,6 " ,�, 'i' �':,L PERVIOUS AREA 19,838 SF 1�' �j, ., 1 N k,, ". r, I � I N , RETAINING I L;'!� a;,�. ,:�� 11. ,� IF lk A660 ' " ' t 'nA . , I M ,", . , �0 ,.!��i,.' ,�, �� i,,.�;._- I 9101, Zes _ , ' ' ^'L' . . I I :11, � C , 6;� V�01.,"`X K." , , �? . -,� i .1:1111 I � , ilR `�!!$ " ,,,�"-.",;KiM.,,.� P�,,&:�;,'--:*,�,?,:�,'��,_ 1 . % ........ i. ".. , ." M 1.� I TOTAL AREA: 77,003 SF (100%) ON ?�,% rr// -, wm, L �� 109. , 11. � R� .,., . i 1,10f .., Y��,.& 5.1, , I , ,.�,�, L6 , .k ki_ - .4ftg . f . � , AIL � W Rffip 0 PROPOSED. DRIVEWAY I . ... . ..... "o , �11.... � . ��t;1111 I Mp , � . * L , - I M .. . 0 & . - I I i . ... , * ,:,.�,, I - �:,?.,::lv. ,, Lt��A'�,�,�;,,.',,�,� , � � , Z .,V,. .7,-4 't"0"', . `�,R�'��'. g'?�,� �115'.' '�Kl-,, �'(�;.-%,�,-,,�.��..".,!�]�,�,�.,,�j,'�� & - "� ,� . . . . . r ' ' ' ....... I .- . . . - 1"..."... ". ".,� . :� - � . . "4 �., .',:,�%L,401 , " I �,"% , .�'. �""�,',e�n�� "'t -,� i Ii 'ON, L . '10_1`11WFA� , �� q, I 11 1013'1��,'� .- 11. _.... �, ". A - "! I 6" ", " �U: 1��: .1... 't,,:`� �:"N.�,2E Z'SM'LON.R.P., ", L 0� f '. .. . - .- CONNECTVN 1 ), , - �1�1 , - " ..", k,:g , ,j , = t �L,��11,0!�,..'' i I , "..", , 5 I W, 41 1 , '� , , ,/ � , �', -'�� IN "f." �'W' _� I _ � , .. . -� L . TRUCTION. ,��7� " , _ , , , $ 1 I . "" L ,�, ',,� - . U I , " .,�..'.111--, , ". , � v,"g,"".1" , ", ., I I ,z,;�M % I - K. INt, .. �k. � 6 .. . � "'."XI""X; , , ,e,�, � , "' - " I . � -TS .,� lwn'.� ': '44_� , I , � L v 'N fRA11SW .�: 2 Y� ITI v 0 ,�i, 0 1��,`,.;,_ -.1 1:, 711, 7s...M."', , .1', '�� ., �_ =� �t,��' . I 'IL L �0 " , " !� , , . I � *- , . ,4� i", -.1 ....... , k �.�,,.�,�".,�,��:�.,.��'.,��:�� --f�,:,'..` ��rr ", �. �� ,,,� ,,�Y� - IA I I . I ". .. . . I-' A JR,0 �., ",t.�,M 11. � k , I ,,f:,� , ,� , . ' _5 , , 0 � ,_ N % �� , . Lt � � - -- - - -�. � . a , , . g '1� .�11. I ,� . ,�., .. ".. 11. �,� I .. . ...... ,� X:'.' __-_ �g - . :� ___, . �T . . , ��! " I I , " - ; r-� .., '; ,- -, - -:.-,. :%.,�'�,�::,��::,�,.�,-"".",.:,,��,'��,�� - - - " R'% '11�' - -.,, ". ' " �'�'; � s i I ; , " , , I ,� ,q 'L ,p � I , . I I_ _0, E. "'n , , ...... , .- ;.., ---�,. �.� '...", , iie, ,...",.-:,'�.",�,�-:-,�-,,-,�- M I Oq, .; -,:,:,.:N,, 11�'1Q,.,,,,,%,-,-,- _"" . ., 7. FLOOR AREA = 13,971 SF (F.A.R. = 0.18) , _,,9 , I , ".." ,,V � - ��f..�, - ,,,� . , 'a . "'M . § . .�01 ,.. ,..,. . ., � _L "I'll L? ,�_..�:�g'_ff'' ��.,��, `� , , I., ' 'L %. ,� �-� g; 4 , I " ; I . ., , I I * � L' , �` , L" `�D:�i�""."�7", -�T-� - -.4 ,*.x..�.' , W " - � .., . � I ,� , ,,,S9 � ..., .n_.. I , .�' , - '' " L�':,'�,.:.", ; � ��KWIIXK�:illi-� � N _%�.,%,.:�.�M , S, , =! . , - ; � . , i . , ROTECTEE FROM DAM� _� ,,. � , .. STURBANCE. IF ANY CONTROL POINTS L . "..; ; , , � - � . _J _ _ �,�.,� lill o: 'I . , 4� �� RE � r11 All'�o�k., , "...'.111-11.111 ..",?", 11� ... _,,� _* . 11 , �, . .., y , I I. '.... "... �q . .. ,�t -,- - . . .... ..'..".. ",..-.,. ".4. % �� "M " ,.V.. . L I 2;�VQNPMENTS AND -OTI I L,L5 .�j J��= _1; .a � �15� " . ". ". . ,� &L,"o " �r. 'S *.7 1 L . , " ", ,�L , '' iEk�SURVEY CONTROL POINT'S SHALL BE .. �1, _ � N.',� � :-,M, " �., �.'r,�M,r�g 8w? -, -.1 . i . P , ' �"'XdE�'Mbbi " �, " ��,-g�;� % .�,,-7,11,1':-" n'. , � " * �:L "", ti,;� �,.�',i.�",�'.,.� �:,�,i ,��, - L,:� RLWW,�,, '�' "� L I , M g ".�R.0'...: ��,�, �j - R; J- N, -,,� -10 , � ; ;-t,",� ....... �s� :�� .-'�i .'� -z . %� L .. " " , �$�':,. 'L , '. , ,< ... I � ...........___...._ `,k��$�,:,'�.^; _ �& 11 I , . 8. OWNER: 1 � � 11 ,"",5.,Y�,0 W. 4, -, Cm .... , � ... , 1.� Ny�`_�$?":��,��.. ILI P -�:�, " 4 -i:17 � i'� - 'L�";L',�� ., . 1, I I " , .11 : " I �, ,i,,z�g,�& ��,,&,� Q - ,,,, , L �� . . , e .. , , ` , ." . �. ".��,�e .."i'll", ,-.1''.0 v " ... f�.�:� -� , , �� I I I I . - 11 �11 I., .1 .. .. .,:;�,, . X?�51� , ... ;;:�,�,.-.- -�,: -� �, " ,.�t,,*iii� ,�`,,.:��' , I I ARE�'DAMAGED'OR DISTURBED, JT S ALL BE THE RESPONSIBILITY OF THE I , 1�.% '��, 'IS , , 4. , i -��*-'.�.xi: ,.� . - - �".., ,,-..� �:, ..., ;,. 6, lm000 I-E",X . L .�'. I'. - .� � - " ,�- - - . . 'L . , ", I t " L �::�j� . "'t., " i.i � ., _, . I 8% ?. -, " �� `�'141' I . -, , I Tb'�6Ti�-Y'tk-tNbINEER AND REPLACE THE CONTROL 630 CHESTNUT STREET \ .1 I ""I'T .... ... � ."..'; . L i t I � .1 . I \ �g ", ��::� , 1 ,�Z-. J�,� "L";, 1 06NTk� k`- . -m:-'. - .\ .... . . - � I g W�mq , L " i �, "i ��'�,j',', �'� ,'�.Y.", 11� �_ . . , ._�I _ , . - I.."..,., , 1�` . . 4; *I it I P INT:'T L _ , ' , IL , .� _ ., , . _., * , , '1�i:. , CLEARWATER, FLORIDA 33756 1 r,�� , - .... . .. "' , jv � .-11� I - MA, I 0 )R GINAL CONDITION AT HIS OWN EXPENSE. .. I'll, ... ........ - 111111141 I. I - %.,� -4�1�'10. , RE W 0 � in , � 6,11": . .11 '�%,�f`��!Oe�,�,� , . . ) N,11�1,d',�,`Ww 94 - , . ., � �� ., , " '. .-A , I .g, I 11 - - " ::: `M,�,,E' - , S, .1 ;6 -� GULF TO BAY DEVELOPERS DIVERSIFIED, LLC /1" I _�, * 'N ::, .,'. ..,. ..". R .". - �Id_�- , : H V;' 11b Ak�'Ml . , -, , �� ", .. - - .1 , , � : L� i�ll , .4 " , '. ,�.,..Ii.,� ki�'.-'n."* ., � : . , t - L, ,:: 1� 1, 101 O!" " , . /� I . % yo, ! ,I 1,9 :� � I � ,MuO.�'.,�,� I . : ^". .. � �� / IVIENU 80ARD , RETAININ . �,.�i , 11 -1111;1 .,�- , "', --!-�, " - ,,,,, ' ' . . . I . . . I , , " r ,� I - I , I . I . L '*�` , -�� ,,.'.,'.',.- ,,�,-�,,;-'.�::�,�'�S J� � 5&��:,M� ,.,. . A, . ,. . � ` I : . 77h1^ ' %;, G WAL I 16.' .1 I "' �" , _ i " .", ., - 'W,i��, - ,, , I i ,;' ME � !� �'. � , �` ,'O� ",'.';I L 171hll " ^ I z . I "' " _, <� , ��`,�,� ,�`�-,',ip>'-.� 5E�, � . L I . . 1� - �,... I . �Ixl �` ". , x , 1� I ... , ""' t : T , , v L, � � Z' IL! .. ,,,�f, -� � R 0 '11?% , ... , . . V,_37,11 1 , .. , R'; ;",;� " ;,, ";,. I , - 1 . " ' ' %,�-,,,, L",�p��-�,,,gg, T".. �� , ',,,',R`f,; -�", /-,. gn,�-,v',g'�",-� . . 11 t -L-iR -TO,Y,H � L I I S Atj - . q , _ �, ;.. __ I ;, *" ,.... ,� K. �. _ i I. 3. CONTRACT R $HA4 EFER 9. STORMWATER MANAGEMENT: WATER QUALITY TREATMENT AND i : ml. I o,i, _�. i . WNKSI Z_ k I 9 I �- ��- !:t`%.,',,�,� "', h�,;�;g � .4 1 . 14 L ._ L, �,� , .1 & L ... .... . 91 . 11�I - I �.,..!, I. .11. . , 11(0� , ", h, . � 0 : I I -,�, , ", , �. `� ,.i".. .,.�,', . : -1 IED - '�) :, , f., � � :��'-? ',�!' .. ... . , . . . ,; _ , ,�,,�,"�4v.,��*, � " ', '.. � . ... . . � - . " . W * . RETAINING WALL . , ., " � .: . i . . . cf� -11 - 'd" . L L . L I .A "� ` ; " .1 . . '-:�,V:::�: v I I I � �� _ ", .; _ � I ..", ."L. . _ - � "' "' , I E, ARCHITECTURAL PLANS FOR EXACT - . - ' 50 YEAR STORM EVENT ATTENUATION. ! COV, "O"Y", . I �'. �, , , -- F � -, �,�,--.'. 44: 1.t,jW,-,�*, , ".... . . . t I . - 1-11 , 4 I'll, "" ""�L�':n. -,g..-,44,-.;.._,_, LOCATIONS ANDDIMENSIQNS.Vt EXITPORCHES, TRUCK DOCKS, PRECISE : V, , , ", - . 0 . . . . I ; �% : - . . Y, ` � . - . � - ��% - . ".. �;; 7 .... .1 I" I � i L I . �, 'NIN ; - I . I NrER ['�... . ; I 1; I I I I I ': I I L � i 0 I :1 ��ET IININ WALL- . 1. 1. � I � PLANTFk'�� f PLANTE .:' PLANTER ' g " - ING UTILITY ENTRANCE , _ " _r,�/Y/t&_, zzlza. . . .. I L , LA : 4, ' ,_�, I . . 4 . , , , , ; i . -2-6 .. I . . _1r_?.11 "I � . I - . 10 FLOOD ZON INFORMATION: ZONE "X" 1 ; I -_ — I �112� 7--- .... ;,��_,� I L �,,, . I i ; I . ... I �_\ - � 11 . .... - LOCATIONS. i �* - . I 1� .:.;....?11 -j� �. ' .. /.� .'�,';# �'." �. '... I � ... - .. I ., - - -.1 I � . I �96' , , � ;!�, ',,Z 1 L I , I ,�:,4, 1L# � .1 ei , , ,.,. I � . I � ,� :: . .. 'i�- -ill-41.", I .:Z' L I I . I I . , , ., . , - 'i .. l', 'k '.' ` ." -., � � , . i : : 30.6' , - ". I., 6, - , ,�� ... .,"I, .^, , � 1. ". 1* '. I . I . � : . � . - - , ,�.,, k , , I I, I . \ 0 4' ... :.�,: I � , , I ... , ___. -I... I I . ... �� 1. . L . I . I . 1 1. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED IN % : *�'4�� . . �, I ".0 I � .L.. -CP . . ... ! ; � . I �.. I I . L' I P " 1, . ..". " , , I 4. REFER TO.SHEET C�6.3 FOR ZOSS'SECTIONS. _. A/,._�. . " .. L . . , . . - - ... . 11 ,�, I .�,� !,�,h �- .. � ., UJ ACCORDANCE WITH THE CITY OF CLEARWATER CODE OF ORDINANCE. 1 1 1 , �,_, '.., . . 1, .. I . � , ? .�'' ,�T . . �� i I % ; " �� " �,e&/ - , �,7 ,:. ",L �wn.,%,- - w . . . I MM'. 11-1 - , .11, x % . 1_� - _1W I M ., � a I � . . , 31 *�T , , . I "I '... 'a"..; I t . :, . I.... :0 � .. . I . ��111,�, �gg . L 1,; � . L I ! . t -ill- ".. .. E I. I _';.,"'� . 1. . � 't-TOIRECEIVE FOUR (4) INCHE OF TOP SOIL, I . . ��, -. . I , " _�.: I . S . I I \ ! ..... (% I � . �L'�' . . . '!� a - 4i ,.W, ! ., . I . I I 5. A ;_. L A1111, ,LL DISTURBEDAREA$ AR " f�,*,, � I . � . ,-. OR"M, ,�# ,��7'_., ^" '21 . �., i ' ' �'-L .'� - ''.. .L...., I L �ww'.,_' ��fa "; _ :D 12. WASTE MANAGEMENT: ONE SOLID WASTE COMPACTOR I , �, `- Z.2'2" � 1. _111 ��, . I I .1 , g - .. . 1� � t'�' '%�'� . , . . I '�% ,�pi, %�,. -W�N I , I 11'1�xr-� : ".4 . . . SEED, MULCH LAND WAT RUNT A I Y STAND OF GRASS IS ... , �., �LIFI:15 1��'m� �, . ", , - ,; , 0 L 4 L��, . �N '. � , I �el ,x ! �A_ . . . - I .., , " 11 11 -.11-0 LL 1 .41';O.,� - . I L ININGWALL �. 'b.:7 " ' '" '", ' � � I '\\ -x. 1. 10-N.." 'Ir 11 . I , 11 I I - I 1� I I 41. ",*', " ,,,, ... ft-'�N' . — RETA L. I � STABLI� HE � I . , . . . .1 .............. .... - .. 111"'W-j�"31" , . 11 .. 0 IN., -75 -�� '' . ! 11 ;., ,� , _ I "t, , 1'.:,� �11',. .. �1 ;L�..�` i 2 I . . . M "..�.. ],.. ,.. . r. . '. � ,�� '� �,f��:�? - I . . . ! , - " v,�? '; . ��,?. .R 13. TOTAL PARKING: 74 SPACES 11 '#'i . . . . . . , 'I, I .,;Vl W� __ , ^� . .,�,* . . I -,,:,,,,, 67 ,/i , , z I .. J /11�� \ �,.,,�_ , E � ! >_ '0,,�' , ,- �',i ?45��" 1 1 ,�,f 141 11 : , ��.� � i� Ii. ", ;g: �,f��:�? . . i� a,: g� � I / L � ROPOSED''PARKIN61DRIVE AREAS TO BE CURBED WITH FDOT TYPE t � .. . ... L ....... ....... ....... \ � ._ ., III' :��: " "i�. � Uj ! , " ., . "'.0 6i� I '� : ,X ' I � , . , .. ........ .. 111 I ? , , _,... .... ,,1;;.11 F11 .11 1, .." . � - 16. ALL P ; ",,� - -,".F_,." . . I 1�1 " - - , � . . 11- - I ".. .11 ..... !� - , �7',�- " �,� *1 . _�, U� 91", , I , . � L11 . .., Ic Y It � . , I , ", r .) . . .. I rq�. � ,� , 7�,� 1 1 � I 1��-'IFN11'1� � , , 1. 5. W ,,,,, � "sr. - :,: �, . : .. L " . . L . 11�5��' �� `�"; , ill, �,� f, : 'D'QVR5,:U� ; I - , �, �_ � � � r .19 - ".. - --j: . I L I � . . �L . . I I , �' %i�!.L`�...r , . i I I I - ' 6PECl4b OTHERWISE, ALL CURB RAMPS SHALL BE ,� � " 7o !�,," L, -, - JL�S� I FULL =70 SPACES 11 .%� g7 : , ,�g' A,: I W L I ", :D I z , .p " - . , , � � "',_ 11, .. .. - � 1� 1, I I , 'A' '_jl�*. I, > \ i . %,,;�,g.,. "" " -- - . . .. . It . ... I .. I . It � - , . . I I 1. , _g- ,-, - . ... '1� 11 ... , . HANDICAP = 4 SPACES ,..- .... . M&N "" - ,-n " I- . I." ., . 4 " �; " I I -T D . ....... . .... ......... . , I ,LL�111.�, I , - " .. I .. � �' ,tapf : % 1: L' ;,, � . �., . . .. ............... .M', . . - - 1), 'UAMM; ! , �§01111�� , x 11 - �'.'� '_e��." . CONSTRUC . ED PER FDOT INDEX NO. 304. .. I . ..... j . �� " , A TR I . T RiAl' , " gri"o , . . . , _",L�� 11 IV.. '. , I .. < , .a, , , ��. I 11" lfl�� .. I z . I . . , . I I I - 1, %niP0 .,I < I I I j 'L 1". i:lf -� mya .1 - �1 : I % At"'M ".-SW,'� �. I.- _j ,. ��.... 'I, V, i I . I _ , ��11 ,� I I I , I M L% 1_� I . . " ,,�.,.pm Ammw -[ �, L � , I i: . I , -, - :1� , � ", I . . I � . . � . L I . - . I.. . ..; i 7. MINIMUM CURB RADII 'ISL THREE (3) FEET, UNLESS CL , , ''N', ' '"', ;, '� L - I " OTHERWISE NOTED. . 6' CHM4 i , IN'W ,,-. ,,,, � , . "' � - to I � " 11".". 1, , I . I 1. �,v - r - � I/' .:, � � ", , 0."� , IL ��'. " �L I 1. ��: . :,,L L "A� V5. �1_1110� LU I � "".4;'.0 '� �' .Wj,� . � �?1_1_ 1 �� W� W. A--M Mi*` � .. 11 11 ,i , �7',� L . .. $��'A , ;'WoN, E I .Q� I '. ,� 11"', I . 11 ,�' � L I 1 -.11-11 - .. �'. I 11'r , . 7., , ,� :� I �** . ''. _..1. .... 0- 11 I .. �� 'i � W I Lt -:1.0 � ,L I �� . .1 ... - ..... - _. _A .....,.�;. 1.0i, R : L" I , , , ��, I -, - 11 � - 11, , �,�' - .1 . . .,,� �` 1.,,',_,_,,5m �:�pg�.�g� .. .. . I � pm �11'1k'T�4 UNIT "A UNIT."B" , ...... UNIT "Do' � .. . UNIT "Ell UNIT Too . UNIT "G UNIT "H11 _', ',"."�'.-4,1:1 - -, I EXACT RADII DIMENSIONS ARE SPECIFIED HEREON. . 19 , .)v 1. . - ... 1, " , I I - N121 4 4'"I., , I - " I , . ., , , I .., 4 A� 4 C. le-P ',','--' ,�'AW< I Iff"'. . , ,�,� . .,:, .�,7 . , _n� . . W . . , ------ I ld " t . RESTAURANT I . 1�:RETAI, - RLIAJL � ..:,L .'�'. �RESTAURANT RETAIL L RETAIL RETAIL - , R� , ,,� ,., I . ..4 ,� �-,�,.-,- we-. , --fr �., , I .. . I I"" "A,-" - ?" , I � -, - . , . , _,__,_,_,' ....... , �.�,7�.,,�.�., y I . L * > : I , ,M "t Zgw�-�,_�._ i� I � RETAIL I '% " L . � '. ,,, . I R, -�11 .......... � '0'411�1 . ", , , . �, .L .1 '*.1.:'. . , .. ik . , ,, L , - . � , _ a . : � L : . � � . I . . I >_ . 0 , , . AKr-Pk-- 1,938 SF AREA=,1,§1@ SF - #,5F AR i ., ", ..'� I �'.AREA=2,101 SF AREA=1,476 SF AREA=1,518 SF: ARF-A=1,083 SF �. I , , I L . (D �. lwll�'� ., 0 M '5 mm _4A�0.476 . , . , Lwx�., , I I L - L I _ . .. -: ". , . , . . . 7�1=11 ! , ,;; , I , 3. , I I I . I / .. , I 11-'� 1 � . t" ,--�w . �11 , ..m '. .1. -�. I . . ' I , - . . I 2R, . , . I ........ _i % W '. . - lk . 1% . ::, ,., , ..!< . .8. ALL DIMEN81ONS SHOWN-ON PLAN ARE TO FACE OF BUILDING, EDGE OF . YQK 1.1;.T '6,,�. q .. ;,, z .. F"', " ,8�'�L �b :: '', ! , !" , :� "I., 11.�,,%..R I . .. . - ' "... : � :a . 1. 7 1! . . 14 , , 'i ''. Pj ...A, .- - '% . �VtMEN��*A- 00,"� M.:�?.,�-,�,_,-�;k -,.,� - F-m. - 11.1 - . . . . L gpg. ...... . ., , . �.��! , ' ' ' ' ,0kO00S�DtIdI4T'P6C---E : , i I 4 , , L CE 0 CUR_ ,OR ENTERLINE OF STRUCTURE, UNLESS I ,. % ;,� - �-- g -- , - . . - I . le" �,4%.-�,�;.L*"*.,,,�-�§7',�r�.I. x , 1�' v - -- 0 ' : ' r '"''. .'' , , - , . ��111'11�:�Xl %14z� 1 'I ... ,�.",q �, ,�n . , 1 17 � ,�,:� e -, " ... 10.1. ...v'_" 1% 1'1'."4'1111;1�:1? ,��.;g�,, a I . "': , 7.8.50 FT I 0 ,I,* 9 , I :.,� ' , L: - . � : z fif 11""', z `1% ... ..W fr.,.:,;�., , , , , � . / ' ... I , . . , 1 .0,17-0 , � I ",", �� L . . g t . _:�.: , _. L � . . I 1. . . I � � . . I . DRIVE7THRLI I I . ... �..I: " 'I, Iv" ,'411� "I'la'-f'; " - T . . . . . I . . - 2 . . - 11 - ---- --I--',- _-, - _.' . , � ___ -L- �, - __ - - __ . - . _ � . 1, . ,,, ,,, . , �__ -1 I I ': �.� , ,� . 1 __ �. ' - �:.'-- --d'- - ____ � - -,.--, __ �_ - - - __ __ 1�. - il - , . F _��_ "-'�.':,I., L'- I -',- - � I -6-bIkEd �L�HT - '.- - ' THERWISE-NO . � � ---------- . .�, I It . . ", � Q z t '. .. 11 , (F � �Eb 11 - . ...D'... I � - - - - . 1 k \ ,,, - :. An M "M ,;, 'I,- �2v:�u � . � N : , -1. .. '_. _� � .IX�Ukl �e W 0 - , �_ - - -, 1 . '. -,-,, - - L- I __ I _. P * !,�J� -,;- .%, I, __r W`W ,,v - - . I - -, -- __ - . _. .. - - . , � .',.*�� .1 , - TOWARD'BUILDING) t .j, - - . . I � . .. 1, ,',,I 6� .,I do wl . . % - , . . - . z . -, - � .. - - - i � . -'-- . . - .a K - � - ___ - .. � � _ ,--,-- -I -:Z' - -�, , ,�� _,;� , . - _ . . - L I/- " , '- -, 1-v - I . - *�!i� - . , ��_ - . N . .1 f �., N66W . I I . � I 1. . . t!1j, t14 !qf;.";5:0'_,;,r, � , . I . . W Lr) - - . �. ,..,,. : I . I I . 1. .1 , __ � . .1 a . . . 1 4.. , �!11.- . � . . L , . 1, � . . . �7g� - f " �,' � � �'� � � L� i �%. , %', - , -, 'I 1 " " 4 1 , � *01. ..", - .,... � g� � . . L . 4,�2*Xf', � JF� U . I . :1 .. �, , 1 r, 'j, , L"�� . 0", " " - 1, . I 9. THE SITE WORK FOR THIS..PRQJECT SHALLVEET OR EXCEED THE CITY (10 0 L ., b � � , - / .� z . Of ." L.�.. L I L .L : , . . . � I I L . . , . . '� I I , , I . . . I - I I . ^ , 3 " '0,1` , "I 11 I I - ,-...,. . . P : . i L . I .- �Z,�_ I I . 1, . I e , W I . %�-A t�� 1, -- �� . .1-: 4�11111..' 111' 111'111I�� 'L . I .41.�, �, A I,., 1�!%1'2,Xx �� . OF CLEARWATER COMMUNITY DEVELOPMENT CODE. � ,, �.N`�2�9- t1_ , ..... "' t I . . I I �� ,,, p�,� .�,.&,I, %, 44�1,1 � . I . - 0 * � )I---- , 0. _- 11,1�� _--)It,�,�,�,,' 1��," L L I � i : - . . < (Y- ,�_'-, ......... \ ., � �� ..A...':' !, I . I I I .11, I)-,z" ;Z.%'��>,, .,::: . . �, I I M I N t 1 L. '155-ii 10 , I I . � I . 1 "' ... �,�-,,� I . . . . Si " �'L a- ,Z:�,V. . . . . - L , �V'r ". Mr,,10,"', L. "� M, .1� , M " L . �0 . ! i ,4,,-�, ,g, I Z (D . . 5, � � I I I \ \ ; '0 . - - _ . . � . -.11, "I, "I Q V . I . I I LL1 M I . . _,�,,-�, �% � - .. .J _j .ts, 0. �:. . . . . ^ , 10. MONUMENT/ PYLON GNSSHALL BE COMPLETED BY THE OWNER'S . � . ,; , I I. . . � I , �, ,�, `��'? `,;i�� , ... " L - .. -, - I , � . 4-! b 0 . . . 1�1 ,I I .in %, , . 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" - ,,.� - , . . , . � - _-.qj -2 C _r) 4 0 1 .�; "�' - -j� , , '-' .. I .... I . ,-�, _ -z;,. �- .-,- �, - . . . . I ., . r r14, " 'I V ,- -,,, . --�� . L I . - 68626 %.RAt:�401314NA�: I 11 I r L., i � �' - — _'--�. f It: ho ,�_ -, �,;---+ , - , .. L TL,ftefISI; _'In Nv. .. .,.:i - �0 04 �. " � D , I ... � ��,� % % / ..r . , I I ;. ,�. I I . T � .� � : 0 D -4 ill" . � . -� r�. ,.' ' .. , . L �'C ' - � I C� OF THIS PLAN JS NOT VAI U sr;�� AD . 11 , I . � r, L , , . -, ...".1 I . 7. I I . %I- -11 ''r . ,� : I . L r . I 1. ,L . r L x '4 r _' , _ , , _ . .., : . , .. I . . . . r . �, I � , I . I I I I I .1 , I , 1. :�L � L. e �'_ �4 : �, : ,,,, . V _/ ____ - - r � � . . ., . . . I k /I I I I .T ,�. �'L � . '� 7,� �, ." TL,! . . : _Z, � ,��. t - "'. � � r : � �:; . ,�_� ,SYTHEPROFE Irn E�?'Itk %11 . �_� ._ �� '�,� , , r.. . , " _. � , � � , ', * :, %, "�,��, L: _ � : ,� �, �-,;, * ." . " rr�.� "� i� I.;,:, ) -,,,��:�, L ...._ _ _____ __ � =Now I ""R"" M!"n"01 11110111"11011111m I V, 4L . . �.. I'; "".. �. � r . . ., . .1 , , :,: , , jr -,`L':, � 1. �'_:; . �: .. . T ".. i %� .. . � M"" �� I . . -_ L . . . . .1 . I .. I L I I r . . I . � � . � . I I I .. I � . - I I r. . . ��. L . �� L�� I .. . .- - _ = � . � � =Ift�_Tr I . . �, : � .. I i IN, _� - - I. "� - , I ; r . . -_ - - _... y � 01' '; '; . I . -_ � _ 111111111111111111111ilillillillilpqllp,,pr�-,� � ; __7 = I — — . ____ -, , � � r - - - - - - - lqrl- � .0 - rrrYU,rruimrrrrrer w LEGAL DESCRIPTION Lots 1 through 10, Block A. GUNNS ADDITION, as shown on the map or plat thereof, as recorded in Plat Book 11, Page 88, Public Records of Pinellas County, Florida. _ PROPOSED LIGHT DOLE v- (FIXTURE TO DIRECT LIGHT TOWARD BUILDING) <<,• •r z ONs° S lnkY MA avNPy lkm i SITE DATA c 4 1. SITE ADDRESS: 2094 GULF TO BAY BOULEVARD _..... .......... _ ...... ........ .. _.......................... .. I CLEARWATER, FLORIDA 33765 > 2. PROPERTY AREA: 77,003 SF (1.768 AC) y1 3. EXISTING ZONING: C ( 4. EXISTING LAND USE: CG a�VjLoPMI ITT a 5. BUILDING SETBACKS: U) GULF TO BAY BLVD. (SOUTH) = 95.8 FT N a r t:M.8:4RMC AD SERVICES GUNN AVE. (EAST) = 61.8 FT r� L CORNELL ST. (NORTH) = 83.4 FT ot�ARwATI SIDE (WEST) = 51.7 FT C 6. SITE AREAS: VEHICULAR USE AREA: 33,551 SF (43.6 %) v M BUILDING AREA: 13,971 SF (18.1 %) a SIDEWALK, CURB, DUMPSTER: 6,480 SF (8.4 %) p TOTAL IMPERVIOUS AREA: 54,002 SF (70.1 %) NO POND: 3,163 SF (4.1`/.) PERVIOUS AREA: 19,838 SF (25.8 %) TOTAL AREA: 77,003 SF (100 %) 7. FLOOR AREA = 13,971 SF (F.A.R. = 0.18) P' 8. OWNER: 00 GULF TO BAY DEVELOPERS DIVERSIFIED, LLC a 630 CHESTNUT STREET i;• moor `` Y�:: •` .... � CLEARWATER, FLORIDA 33756 9. STORMWATER MANAGEMENT: WATER QUALITY TREATMENT AND >:Tx , PAG U 50 YEAR STORM EVENT ATTENUATION. ,,UD Uj 10. FLOOD ZONE INFORMATION: ZONE "X" Q 11. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED IN W ACCORDANCE WITH THE CITY OF CLEARWATER CODE OF ORDINANCE. 12. WASTE MANAGEMENT: ONE SOLID WASTE COMPACTOR 4 13. TOTAL PARKING: 74 SPACES 1 + ._._..._..._.... z i._ ..... 1 ........... .........�.. FULL = 70 SPACES I ` HANDICAP = 4 SPACES ....,. __ ..:...... ....__.._ ............. .......... _ . -._RAN4 T... _ PROPOSED LIGHT DOLE v- (FIXTURE TO DIRECT LIGHT TOWARD BUILDING) <<,• •r z ONs° S lnkY MA avNPy lkm i c 4 ".........._............... ..... ..._. .......W ...............�._..._. _..... .......... _ ...... ........ .. _.......................... .. I I : �, �..,........._ ..........,. _........._... .... ..... ............ ......... .. __.._ ......... �..............._ ....... _ ..... ....... . : "OR N ELL STREET ti �...,.._..:.._. ...... (NOT CONSTRUC- FED) ........ PROPOSED LIGHT POLE (FIXTURE TO'DIRECT LIGHT ---\ RETAINING WALL x,.. ^. RETAINING WALL i I 23 i i t; •fir'•"' a "! I k 3. ' • 1. , `� . ♦ '�^ : ♦ Al . ♦ ; Y Y ;yA, •J .` i -es t i i i r °� I , I i I 1 t i I , N W. GRAPHIC SCALE 111=20' 40 20 10 0 20 W w i- Uj Uj r� IL W ° z � o W Q o 11mi z° 5_11 W t > z y1 G, ( z a�VjLoPMI ITT a U) z N a r t:M.8:4RMC AD SERVICES ce r� L ot�ARwATI C c go v M a D a p NO y P' 00 ° j U o `°u Uj LLJ Q c� w z a i :. SITE PLAN, NOTES 1 ` 1. ALL POINTS AND MONUMENTS SHALL. BE SURVEYED UPON MOBILIZATION { TO VERITY HEIR:ACCURACI?: 'ANY DISCREPANCIES DISCOVERED MUST BE IOROro8ED DRIVEWAY ' BROUGHT TO Tk E ATTENTION OF:THE ENGINEER IN WRITING PRIOR TO i dONNECTtON + CONSTRUCTION. { . 2:. MONUMENTS AND'OTHER °':SURVEY CONTROL POINTS SHALL BE PRO�RCTED:FROM DAIUTA.GE''AND-DISTURBANCE. IF ANY CONTROL POINTS { i ; ARE DAMAGLD OR DISTURkL7,,1T SHALL BE THE RESPONSIBILITY OF THE C(7NTRACTC)R T6 NOTIFY T•HE ENGINEER AND REPLACE THE CONTROL 1 POINTS TO THEIR,ORIGINAL`CONDITION AT HIS OWN EXPENSE. j 3. CONTRACTOR SHALL- REFkRTQ THEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS F EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND:E)CACT'BUILDING UTILITY ENTRANCE LOCATIONS. 4. REFER TO SHEET C -5.3 FOR CROSS SECTIONS. I 5. ALL DISTURBED ARRAS, ARE, TO`,RECEIVE FOUR (4) INCHES OF TOP SOIL, i SEED, MULCH AND WAT)✓} UNTfL'A HEALTHY STAND OF GRASS IS RETAINING WALL.- 1 EMBLISHED. r� I 6. ALL PROPOSED PARKING /DRIVE AREAS TO BE CURBED WITH FDOT TYPE 'D'CURB 'UNL"'. :>' ' IF D.OTHERWISE. ALL CURB RAMPS SHALL BE CONSTRUCTED AND.TEXT'URED PER FDOT INDEX NO. 304. LIJ I 7. MINIMUM CURB RADIUSTHREE (3) FEET, UNLESS OTHERWISE NOTED. (r, EXACT RADII DIMENSIONS ARE SPECIFIED HEREON. r I Uj 4J 1 ` i • 8. ALL DIMENSIONS. SHOWN -ON PLAN ARE TO FACE OF BUILDING, EDGE OF o>� s Ia LiGHrroL ' .: i PAVEMENT, FACE 0. C11R6',OR CENTERLINE OF STRUCTURE, UNLESS (FIXTURE TO DIRECT LIGHT OTHERWISE`NOTED. TOWARD BUiLbING) : �,'/ 1 1 i ❑ _ 9. THE `SITE- WORK:FOR- HIS:PRC)JECT SHALL II/IEETOR- EXCEEUTHE CI'IYN S Llr.r _ - 1..1.11 to OF CLEARWATER COMMUNITY DEVELOPMENT CODE. < _ 10: MONUMENT /PYLON SIGNS SHALL BE COMPLETED BY THE OWNER'S -I SIGN CONTRACTOR. Z 06 r) ;k 11. PROPOSED SITE LIGHTING:$HALL.BE AUTOMATICALLY CONTROLLED TO I-' TURN- OFF:WHEN BL15I , ESSES ARE CLOSED. REFER TO ARCHITECTURAL PLANS FOR SITE''LIGHTNING: ELECTRICAL PLAN. 0 LL j f 12. REFER TO ARCHITECTURAL PLANS FOR DUMPSTER PAD SIZE, LOCATION W j AND DETAILS. NEW SIDEWALK LL ' rt 13. REFER TOARCHITECTURAL PLANS FOR TRANSFORMER PAD SIZE, LOCATION:AND DETAILS,'- Uj i 14. ALL BOUNDARY AND.1 OP ' GRAPHICAL INFORMATION SHOWN WAS LU J TAKEN FROM TOPOGRIif?H1C SU r EY BY SUNCOAST LAND SURVEYING, INC. o U) N U DATED 1118107. + + { 15. ALL EXISTING AND -OROPOSED ELEVATIONS ARE REFERENCED FROM 0 U" Z NATIQNAL`GEODETIC VER1"ICAL DATUM (N.G.V.D.)1 f - VDEVELOPM �1 W 0 5 2009 CV) NT SERVICES DEPT U' o - u z LEGEND w fPROPOSED LIGHT:PaLE ! �' CITY OF CLEARWATER W --I hixTURE TO DIRECT tIGFIT', . TOWARD SUILDING) , / t XiS'I`up , 1 / SiG? ` i 1 s � 3 1t15GIL M/ IFITE ITZIA14 6C6 4 PROPOSED PROPERTY LINE z _ SETBACK ti U DIMENSION o Q TOP OF BANK III 0 BOTTOM OF PON (� SO c O n CD 0L NEW ASPHALTIC 5' W PAVEMENT f° W AJ N z WmOO� z Lfl C z CRETE W C C r l I EWALK C m C -n O cf) X Z 0w0 co QCOPYRIGHT2007 THIS DRAWING I5 THE PROPER I LIG„N Gti i 1N lVf3U'V!:Fph%;, �J[N k.,gNDER NO SHEET: CIRCUNSTANCFS'MAY THIS DRAVt.1.4"I' ' 15ROV110ED,11UNLISMIE �I.TEJ D OR USED IN ANY WAY WITHOUT WRITTENtAUTk1bIVZ<fION FROM HIGH!' 1M7 CNGI FERINO, INC. 68626_ jRA `i�rG F FL Re�isratlon N*. "Pnt� �wr�t En�InR,,1� •• ". - ± Syn Dpt� COPY OF THIS PLAN IC NOT VAItJ1 UtVC 'S1c3�tE0, SALE( -A 1) DATED >aY.THE PROFESS�IU1Il ENGIk�SER L t > z G, ( z a�VjLoPMI ITT a U) z N a r t:M.8:4RMC AD SERVICES ce r� L ot�ARwATI C c v Utz co QCOPYRIGHT2007 THIS DRAWING I5 THE PROPER I LIG„N Gti i 1N lVf3U'V!:Fph%;, �J[N k.,gNDER NO SHEET: CIRCUNSTANCFS'MAY THIS DRAVt.1.4"I' ' 15ROV110ED,11UNLISMIE �I.TEJ D OR USED IN ANY WAY WITHOUT WRITTENtAUTk1bIVZ<fION FROM HIGH!' 1M7 CNGI FERINO, INC. 68626_ jRA `i�rG F FL Re�isratlon N*. "Pnt� �wr�t En�InR,,1� •• ". - ± Syn Dpt� COPY OF THIS PLAN IC NOT VAItJ1 UtVC 'S1c3�tE0, SALE( -A 1) DATED >aY.THE PROFESS�IU1Il ENGIk�SER L ®m t ®t_ y� 1 i V' f O s� CJ nj F = CENT'ERLINE10F RIGHT -OF -WAY TYPEOF =A/C PAD j - = DRAINAGE FLOW 'LINE I FIRE HYDRANT t� pq =WATER VALVE (1T pq ='WETTER METER to ID = .IDENTIFICATION hl N&D = ,NAIL'& DISK u�I LB = LICENSED BUSINESS Obi 7' U (D) =DEED N� (M) = MEASURED J V' f O s� CJ LEGEND: .STRUCTURE SCIIEDULU F = CENT'ERLINE10F RIGHT -OF -WAY TYPEOF =A/C PAD j - = DRAINAGE FLOW 'LINE (ID! FIRE HYDRANT X11 pq =WATER VALVE oI pq ='WETTER METER Zk.3 (NE) ID = .IDENTIFICATION UI Li N&D = ,NAIL'& DISK �I LB = LICENSED BUSINESS n IR = IRON ROD �,� 7 U+ (D) =DEED ! (M) = MEASURED J LEGEND: .STRUCTURE SCIIEDULU F = CENT'ERLINE10F RIGHT -OF -WAY TYPEOF =A/C PAD twegr - = DRAINAGE FLOW 'LINE STRUCTURE FIRE HYDRANT ELEVATION pq =WATER VALVE 'NEWMANHOLE pq ='WETTER METER Zk.3 (NE) ID = .IDENTIFICATION SA-0 N&D = ,NAIL'& DISK 71.36 LB = LICENSED BUSINESS °W N IR = IRON ROD �,� 7 U+ (D) =DEED 139 (M) = MEASURED ° ;(P) = PLAT I FD .FOUND C YC = YELLOW CAP `7 CONC = CONCRETE 71.85 'PP = .DOWER POLE NEW "MANFIOLE LP = LIGHT POLE Z2f15'.(S) PVC = POLYVINYL CHLORIDE W/ =WITH 72.35 'OHE = OVERHEAD ELEC'T'RIC 9415 TOB = TOP OF BANK (N BEET` CO = CLEANOUT I ].nch, : = 20 ft. CLF = CHAIN LINK FENCE 72.45 IVIES =.MITERED END SECTION NEW'MANFIOIE P.O.B. = POINT OF BEGINNING 1+95 (E) P.O.C. =POINT OF. COMMENCEMENT !0:38 LEGAL. DESCRIPTION: LOTS 1, 2, 3, 4, 5, 6, 7, 8, 9 -AND 10, BLOCK A,IGUNNS ADDITION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 11, PAGE 88, OF'THE PUBLIC RECORDS OF I'INELLAS'COUNTY, (FLORIDA, FLOOD (PLAIN: PER471-IE FEDERAL INSURANCE ADMINISTRATION'FLOOD INSURANCE RATE MAP, COMMUNITY NUMBERS-125096 PANEL'.0109'G. SUB.JECT;PROPERTY IS LOCATED IN ZONE'" X ", AS REFERENCED TO THE FIRM (FLOOD INSURANCE RATE MAP) MAP, PINELLAS COUNTY; FLORIDA. MAY '17, 2005. NOTES: 1. THIS SURVEY WAS CONDUCTED WITHOUT BENEFIT OF A TITLE`SEARCH. THEREFORE THERE MAY BE EASEMENTS, RIGHT- OF�WAYS,.SETBACK LINES; AGREEMENTS, RESERVATIONS, RESTRICTIONS, OR OTHER SIMILAR MATTERS OF PUBLIC RECORDS NOT REFLECTED IN THIS'SURVEY. 2. BASIS OF BEARING; THE EAST RIGHT -OF -WAY LINE OPGULIF TO BAY BOULEVARD BEING 590 °00'00"W, AS MEASURED IN THE FIELD BETWEEN (FIELD MONUMENTATION. 3. BOUNDARY SURVEY IPROVIDED.BY CLIENT AND PERFORMED BY SUNCOAST :'LAND. SURVEYING, INC. VERIFIED IN THE FIELD BY CROSSTOWN SURVEYORS, INC. 4. NO UNDERGROUND UTILITIES, UNDERGROUND ENCROACHMENTS OR BUILDING FOUNDATIONS WERE MEASURED OR LOCATED AS PART OF THIS SURVEY UNLESS OTHERWISE SHOWN. 5. VERTICAL FEATURE ACCURACY: A-) ALL NATURAL+GROUND (ELEVATIONS AND /OR CONTOURS SHOWN 'HEREON HAVE ,BEEN MEASURED''TO AN ESTIMATED:VERTICAL +POSITIONAL ACCURACY OF 0.10'±, B)'CONCRETE, ASPHALT, PLASTIC, WOOD'& METAL; ELEVATIONS SHOWN HEREON HAVE BEEN MEASURED TO AN ESTIMATED VERTICAL POSITIONAL ACCURACY OF 0:02' ±. TAL; CCURACY: �6. I IORI�ON FEATURE A A) PROPERTY CORNERS, BUILDING CORNEAS AND ALL PERMANENT CONTROL POINTS SHOWN HEREON HAVE BEEN MEASURED TO AN ESTIMATED HORIZONTAL I?OSITIONAL ACCURACY OF 0;02' ±. B) ROADWAYS, UTILITIES,'TREES AND BODIES OF'WATER SHOWN SHOWN HEREON HAVE BEEN:MEASURED TO AN ESTIMATED 1- iORIZONTAL'POSITIONAL ACCURACY OF .4.10'±. 7. THIS SURVEY DRAWING WAS PREPARED FOR THE IEXGLUSIVE USE OF'THE PARTY OR PARTIES CERTIFIED TO BELOW FOR THE EXPRESS PURPOSE;STATED HEREON AND /OR CONTAINED IN THE CONTRACT BETWEEN CROSSTOWN SURVEYORS, INC. AND THE CLIENT FOR THIS PROJECT. :COPYING,. DISTRIBUTING, AND /OR USING "('HIS DRAWING, IN 'WHOLE +OR IN PART, FOR ANY PURPOSE OTHER THAN ORIGfNALLY INTENDED WITHOUT'WRITTI N CONSENT FROM CROSSTOWN SURVEYORS, INC. IS STRICTLY PROHIBITED AND RENDERS THE SURVEYOR'S CERTIFICATION, SIGNATURE AND SEAL (NULL HEREON NULL AND VOID. ANY QUESTIONS CONCERNING THE CONTENT'OR PURPOSE-OF THIS DRAWING SHOULD BE DIRECTED TO CROSSTOWN.SURVEYORS, INC. f SANITARY COLLECTION SYSTEM .STRUCTURE SCIIEDULU STRUCTURE. TYPEOF .RIM twegr NUMBER STRUCTURE - ELEVATION ELEVATION SA:O 'NEWMANHOLE 7a 45 Zk.3 (NE) 1 SA-0 75.58. 71.36 'SA =1 NL'W.MANIIOLE 73: _7Z. '(N) j 139 77.49 71.91 _2 I 'SA;1 SA -2, _ 92:15 (SW). 81, PVC IM3 77:28. 71.85 ,SA-2. NEW "MANFIOLE TJ Z2f15'.(S) 3 77.41 72.35 8" PVC 9415 7.733' zzas (w) -. !ST-5 200 77.36. 72.45 SA-3 NEW'MANFIOIE 71:#11 1+95 (E) !0:38 77, 37 74.47 :SANTTARY COLLECTION SYSTEM SEWER LINESCTIEDULE 'SEWER.. LOWER UPPER %: LENGTFI ':51ZEA ;$LOPE LINE END END ! OPENING'THROUGH MATERIAL % 1 SA-0 SA-1, 'f UT 8" PVC 9:4;3 Z "alla j 139 77.44. 0.35 _2 I 'SA;1 SA -2, .,iw 81, PVC IM3 77:28. 73.28 STS 117 z7QT 0.38. 3 SA-5 '; IW 8" PVC 9415 7.733' ' JA-W -. !ST-5 200 77.36. 1.01 CERTIFIED TO: EUROPEAN (EQUITIES 1 2441 Adventure Dr - Riverview, Florida. 33579 Phone: 813.741.1555 - Fax: 813.741.1553 LE3 # 7243 fY A5,. STORMWAXER.COLLLCTION SYSTEM SIRUCTURESCHEDULE 'STRUCTURE 'TYPE OF GRATE INVERT (NUMBER $TRUCI'URE -- ELEVATION, ELEVATION ST -1 OPENING'THROUGH - - Z3:U(1 q RETAINING WALL :$T -2 72.94 5T•2 JUNUIONBOX Z "alla :Sr•3 33 77.44. 73,08 ST13. FDOT TYPE 40 INLET 7123 95:w 0.61. 77:28. 73.28 STS FDOT TYPE f'C "INLET z7QT �6U '77,26 73.41 Sr,,":.. FDOT TYPE "C' INLET 7.733' ' JA-W -. !ST-5 77.36. 74.20 ST-6: FDO'Lr1YPE C" INLET Z3-..W !0:38 77.24 73.25 6T -7 FDOT TYPE PC" INLET Zwtr . dr7tT A RECC7IZD SURVEY OF LOTS 1 - :10, BLOCK A, G'UNN ADDITION - PINELLAS CoUN TY `77.29. 73:79 5'r-6, CONTxOL`STRUCTURE 'Z5,80" _zAw :ST -7 MODIFIED TYPE "C!!.INLE 71411 73.03 ST -9 JUNCl'ION BOX "� FILE NAME 6Q 0.29 7540 72.61 ST- 10 'QRYWELL'BOX 1211XI811ERCP -0.25 15 E 1 "- 2u' :753& 72.46 ST -11 YARD.INLET - b60'. .73-3f7 - ;ST -9 33 77.46 73.27 ST-12 MITERED END SECTION 2400 +0.45 9 74.08 5'F -13 YARD INLET 775W T16II 7541 72.61 ' - Sr 14 MrTEREDEND ECTION S - - -.-- 74.00 ST -15 MUE961) END SECTION ---- 7A:80 74.08 S'TOIIv1 WATER COLLECTION SYSTEM. ' SEWERWNESCHEDULE SEWER _LOWER. UPPER LENGTIR 51'ZE & SLOPE ILINE.. END END I W MATERIAL I q ST-1 :$T -2 111. 114 "X.23!iERCP 10.91 2 ST -2 :Sr•3 33 Q2" X 1I{,iERcp 1Y30 ;ND ID c i .. I:STJ�?( rr 0.61. 3 ST -3 'ST-4 1: 12 °:X18 ^ERCT (.0;31 +129 :0.10 4 _._ ....SST -12 ._ -. !ST-5 '12 "X18 "'.ERCP �Ik27 32 !0:38 5 SF-2 ST-6 .3T 12 "XIMERCP wal A RECC7IZD SURVEY OF LOTS 1 - :10, BLOCK A, G'UNN ADDITION - PINELLAS CoUN TY 32 0.53 6 ST-6 :ST -7 Ma 1211 X'1W "'ERCP 03(1 6 41�i�I BY ., "� FILE NAME 466 0.29 -7. ST -9 `ST-8 je 1211XI811ERCP -0.25 15 E 1 "- 2u' 04/23/09 165 - -` - 08033 GULF TO IBAY.AB 8 '5T -10 _ - ;ST -9 33 12 "X16',ERCP ;1330 +0.45 9 ST-2 :57-11 lu� 42" X 18' ERCP 1A.W I8 1.06 ST -10 ST'-13 „ii` 12'X18'ERCP 13,37 26 0.58 1 F4, ST =14 ST -15 1z X 18" EKCP 24 0.33 - -- - -- EX. OFiP 4' WOOD FENCE I APPROXIMATE LOCA'rioIj OF EXISTING 8" VC " SANITARY LINE. CONTRACTOR TO VERIFY WITH I CITY OF CLEARWATER UTILITIES DEPARTMENT I EXACT' SIZE AND LOCATION PRIOR TO START w OF CONSTRUCTION. I W SANITARY MANHOLE I RIM = 75.52 36" MIN COVER INV N - 73.18 I (INFORMATION TAKEN I i FROM CITY OF CLEARWATER i ' SANITARY ATLAS 2898) I I i LL I 6' WOOD FENCE 10 ASPHALT I J TRANSFgRMEI 6' CHAIN LINK FENCE TOP OF BANK I A SF- I ;;PPgpgD LIGHT POLE \ (FIXTURE TO DIRECT LIGHT rOWARD BUILDING) MONITOR WELL D D °CONS D ^D f+EUauaaa .- �.- TALV«.a EX. GAS ONE STORY MASONRY #2070 �� 0 X W ..- EX. OHP.-- .�------ - - --+' I O N LY STREET (NOT CONSTRUCTED,) PROPOSED LIGHT POLE EXISTING imyn for 'm nlr)GrT I tnta.r.. __ __ - . _ _ SIGN SEF2VICE S rub LOCATED SEr2VICE STUB LOCATED SERVICE STUB LOCATED _- SANITARY MANHOLE SERVICE STUB LOCATED APPROXIMATELY I03' EAST OF APPROXIM,,\TELY 140' EAST OF APPROXIMATELY 209` EAST OF RIM = 75.58 NEW SIDEWALK SEGMENT APPROXIMATELY 64' EAST Ot MANHOLE ON MERCURY AVENUE. MANHOLE ON MERCURYAVENUE. MANHOLE ON MERCURYAVENUE. INV NE = 71.36 MANHOLE. 6" TAP &VALVE'rOBE INV E 72.57 F CONSTRUCTED BY CITY OF INV W 72.16 FIXTURE TO DIRECT' LIGI -rr z" TaP a val.vE To BF - - -- CLEARWATER ( (INFORMATION TAKEN CONSTRUCTED BY CI -rY OF (CHLORINE INJECTION POINT) TOWARD BUILDING) FROM CI rY OF Cl, EARWATFR CLEARWATER SANITARY ATLAS 289D) (CHLORINE INJECTION POINT) FHA L I yh _r I I Ex. oHP - --I - I m x I I I m r r I WRONG n I ASPHALT'P.AVEMENT w MONITOri WELL w -- - S LF ±6" DIP DOMESTIC WATER SERVICE 36" MIN COVER � V U L F TO BAY O U L I _._�iI I i i-� I 4 'Y I 3 DIAAYFT €R ;ND ID �� 0 X W ..- EX. OHP.-- .�------ - - --+' I O N LY STREET (NOT CONSTRUCTED,) PROPOSED LIGHT POLE EXISTING imyn for 'm nlr)GrT I tnta.r.. __ __ - . _ _ SIGN SEF2VICE S rub LOCATED SEr2VICE STUB LOCATED SERVICE STUB LOCATED _- SANITARY MANHOLE SERVICE STUB LOCATED APPROXIMATELY I03' EAST OF APPROXIM,,\TELY 140' EAST OF APPROXIMATELY 209` EAST OF RIM = 75.58 NEW SIDEWALK SEGMENT APPROXIMATELY 64' EAST Ot MANHOLE ON MERCURY AVENUE. MANHOLE ON MERCURYAVENUE. MANHOLE ON MERCURYAVENUE. INV NE = 71.36 MANHOLE. 6" TAP &VALVE'rOBE INV E 72.57 F CONSTRUCTED BY CITY OF INV W 72.16 FIXTURE TO DIRECT' LIGI -rr z" TaP a val.vE To BF - - -- CLEARWATER ( (INFORMATION TAKEN CONSTRUCTED BY CI -rY OF (CHLORINE INJECTION POINT) TOWARD BUILDING) FROM CI rY OF Cl, EARWATFR CLEARWATER SANITARY ATLAS 289D) (CHLORINE INJECTION POINT) FHA L I yh _r I I Ex. oHP - --I - I m x I I I m r r I I m ASPHALT'P.AVEMENT �I �}-- -- - S LF ±6" DIP DOMESTIC WATER SERVICE 36" MIN COVER � V U L F TO BAY O U L (PIPE TO � E RESTRAINED BY _._�iI RES TRk11NWG GASKETS) i-� l W 'Y -6" TAP & VALVE TO BE CONSTRUCTED BY CITY OF CLEARWATER (CHLORINE INJECTION POINT) 75-.w - 4 " -90° BFND m APPROXIMA rE LOCATION OF EXISTING 6" WATER MAIN. CONTRACTOR TO VERIFY WITH CITY OF CLEARWATER U TILITIES RETAINING EPARTMENT EXACT SIZE AND O 'ATION PRIOR TO START OF W CONSTRUCTION. m s o w PROPOSED LIGHT POL _ (FIXTURE TO DIRECT LIGHT TOVVARD BUILDING) z.7 _- .Q r _' I NEW SIDEWALK METALNANDWN! I r 6 Y. W MATCH EXISTING TURB w I I U,yp PROPOSED LIGHT POLE FIXTURE TO DIREC rtloi -rrI TOWARD BUILDING)`,,, - EXISTING ° SIGN Of „a Wh9 ... EX. UVM19 EX. GAS -- EX, OHP.-- - ----- -- EX, 0HP APPROXIMATE LOCATION OF EXISTING 8" WATER MAIN. CONTRACTOR TO VERIFY WITH CITY OF CLEARWATER UTILITIES DEPAR FNIENT EXACT SIZE AND LOCATION PRIOR TO CrART OF CONSTRUCTION. APPROXIMATELY 120' EAST OF MANHOLE. INV. EL - 179 00'. CONNECT TO EXISTING SANITARY SEWER SERVICE STUB. TIE =173;00` (CONTRACTOR TO. FIELD VERIFY EXACT SIZE AND 1OCATION PRIOR TO START OF CONSTRUCTION), CONTACT CITY ,OF CLEARWATER UTILITIES DEPARTMENTFOR INSPECTION TWO ;(2)DAYS PRIOR TO WORK.. d EX 4Vh9:-- EX. h\ .n - -EX. OHP - -- _99C MEDIAN, ASPHALT'P.AVEMENT 100' RIGHT OF 'WAY I � V U L F TO BAY O U L E A RD l W 'Y c i .. I:STJ�?( rr Tf115 5Ut? E FDt-('W<t lil .f✓iTk SIT TH( 51GNATURE AND ORIGINAL RAISED 5EAL OF A f 91Dfjil CEN5 " b fEYD AND MAPPER. 1: M �. i'- �r / ft F LORI C,RlaoIN, Cpl; Gq TRATION NO. 6312 A RECC7IZD SURVEY OF LOTS 1 - :10, BLOCK A, G'UNN ADDITION - PINELLAS CoUN TY JOB NUMBER REVISIONS 9ECfION TOWNSHIP RANGE SCALE DATE 6 41�i�I BY ., "� FILE NAME SHEET 48433 -- 13 29 S 15 E 1 "- 2u' 04/23/09 - -` - 08033 GULF TO IBAY.AB 1 OF:1 d r , "KIM'