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PSP87-34
1501 BELCHER RD N PSP87-34 LONG CENTER RECEIVED C I T Y O F C L E AIR W A T E??1 1 3 1989 Interdepartment Correspondence TO: Cyndie Goudeau, City Clerk ?-C 3 DEVELOPMENT DEPT. FROM: John D. Richter, Development Code Administrator - COPIES: See Below SUBJECT: Certification of Final Site Plan for City of Clearwater Center- 'Foundation,-Located on the East Side,- of Belcher Road Approximately 325 Feet North of Range Roadt(PSP 87-34) DATE: January 6, 1989 On October 13, 1988, the Development Review Committee (D.R.C.) approved the above referenced final site plan subject to conditions including the following: 1. Signs and fencing shall be subject to separate review and permitting. 2. The dumpster must be visually screened with a 12 foot wide clear opening prior to the issuance of a certificate of occupancy. 3. An ingress/egress easement, and 10' utility easement must be provided over the water main up to and including meters and hydrants prior to the issuance of a building permit. 4. Detention shall be provided on the site and designed to meet City of Clearwater requirements. 5. Permits from DER and SWFWMD and a Pinellas County utility license must be provided prior to the issuance of a building permit. 6. A letter from Pinellas County Storm Drainage Division must be provided to the City stating that Channel A and C into the confluence of main channel is acceptable in capacity and easement width. 7. A drainage and utility easement is required over Alligator Creek Channels A and C and the main channel, and must be dedicated to the City prior to issuance of a building permit. No encroachments will be allowed into the easement. 8. The existing sewage disposal plant shall not be removed until verified that it is not functional by the City of Clearwater. 9. The existing bridge across Channel C must be investigated to decide if it should be removed or remain depending on the condition or the need. ti• .'prtifinatin hf Final 6i+- Plan - Clearwater Center Foundation ,.,January 6, 1989 Page 2 10. The requisite initial building permit shall be procured within six (6) months from the date of certification of the final site plan and all certificates of occupancy must be obtained within three (3) years from the date of certification of the final site plan. Please certify the attached plans subject to the conditions listed above and distribute. JDR/SEG/df cc: Victor Chodora, Building Official (1) Bill Baker, Public Works (1) Ream Wilson, Parks and Recreation (1) Cecil Henderson, Utilities (2) Keith Crawford, Traffic Engineering (1) Paula Harvey, Planning (1) Terry Finch, Environmental Management (1) Ray Wyland, Zoning (1) Cyndie Goudeau, City Clerk (1) Developer/Project Sponsor (3) - Stephaine Tyrrell Cumbey & Fair, Inc. 2463 Enterprise Road Clearwater, FL 34623-1790 RE C' F. D JAN 9 1989 CIra, CLEF (DM8734.FSP) Certified as a` -e and correct copy Approved by the Development Review Committee`--10%13/88,. _ Witness my hand and the= seal of the City of Clearwater, Fl. this tenth day of January 1989. Deputy City Clerk CONDITIONS: 1. Signs and fencing shall be subject to separate review and permitting. 2. The dumpster must be visually screened with a 12 foot wide clear opening prior to the issuance of a certificate of occupancy. 3. An ingress/egress easement, and 10' utility easement must be provided over the water main up to and including meters and hydrants prior to the issuance of a building permit. 4. Detention shall be provided on the site and designed to meet City of Clearwater,rec Juirements. 5. Permits from DER and SWFWMD and a Pinellas County utility license must be provided prior to the issuance of a building permit. 6. A letter from Pinellas County Storm Drainage Division must be provided to the City stating that Channel A and C into the confluence of main channel is acceptable in capacity and easement width. 7. A drainage and utility easement is required over Alligator Creek Channels A and C and the main channel, and must be dedicated to the City prior to Issuance of a building permit. No encroachments will be allowed into the easement. 8. The existing sewage disposal plant shall not be removed until verified that it is not functional by the City of Clearwater. 9. The existing bridge across Channel C must be investigated to decide if it should be removed or remain depending on the condition or the need. . 10. The requisite initial building permit shall be procured within six (6) ..months from the date of certification of the final site plan and all certificates of occupancy must be obtained within three (3) years from the date of certification of the final site plan. 42.8t.' i .F. 8" P.V.C. SEWER S.aW.@ .0 10(; LF OF P 1. co -35) GALA- MH- #V-4 35.37 23.29 (N.W.) W'? ??. 23 (?- E-) 30V o' 6 O 0 Oak Pine, Myrtle Ear willow Camphor O To be removed ® To remain AREA L.ADSCAP1NG C I T Y OF C L E A R W A T E R Interdepartment Correspondence TO: Cyndie Goudeau, City Clerk FROM: John D. Richter, Development Code Ajstrator SUBJECT: :Certification. of Amended,Final Site ilan`for The Center Foundation off 1.501Belcher Road (PSP 87-34), ?Located_at RECEIVED COPIES: See List Below DATE: October 3, 1989 OUT e 1989 PLANNli"';G & URBAN The final site plan for this development was last certified on Jan uarPMM0jW'DEpT. Adjustments have been made to the site plan including the locafion of the bike path/sidewalk, site water and fire water systems and the configuration of the mitigation easement. These changes were made as required by State D.E.R. and the City. I am approving this modification as a simple adjustment to the site plan. Please certify the attached plans subject to the conditions on the January 10, 1989 certified site plan and distribute. JDR/SEG/df cc: James M. Polatty, Jr., Director. of Planning & Development? Cecil Henderson, Engineering & Environmental (2) Ream Wilson, Parks & Recreation Director Keith Crawford, Traffic Engineer Victor Chodcra, Building Official Robert Brumback, Utilities Cyndie Goudeau, City Clerk Ray.Wyland, Zoning 4 ;Joan-Moore, ` Staff- Assistant III (Memo Only) - Developer/Project;-Sponsor (3), Stephen B. Lafferty, A.I.A. , Mudano and Associates, Inc. 17 4625 East Bay Drive, Suite 221 { l r 't f. - j- Clearwaterf FL 34624 l" C .3 \ R r ( F em. ?. *r 8A L OCT. 4 1969 CITY CLLR i ' Department of Planning & Development 10 So. Missouri Ave., F.O. Box 4748 Clearwater, FL 34618-4748 elephone: (813) 462-6880 (Fax 462-6641) APPLICATION FOR SITF PLAN REVIEW Applicant (Owner of Record): The Long Center Phone: ( 813 726-2029 Address: 1501 N. Belcher Road, Suite 225 City: Clearwater- _ State: FL Zip: 34625 Representative:- Mark N. Abdo, Executive Director Telephone: l R1't 1 72A_9n?9 Address:- Same City: -State: Zip: Preparte of Plan.- Mudano Associates Architects, Inc. Professional Title: Architect Address: 4625 East Bay Drive, Suite 221City: Clearwater State: FT. Zip: '14(;21L-6At g Telephone: ( 813) 539-8737 Title of Proposed Site Plan/Project: Minor Addition Parcel Number: 7 129 J-1 ? /nn_N1Q /o?n /nlnn General location of Property: East side of Belcher Road adjacent to rail:roa?i.. tracks_00000..220QL00 ? ._.. _ . Zoning: P/SP Land Use Plan Classification: P/SP Existing Use of Property: Recreation & Education Proposed Use of. Property: No Change If variances and/or conditional uses are involved, explain (if more space required attach separate sheet): City Ordinance No. 3128-83 and No. 3129-83 require a parks and recreation impact fee to be paid for all nonresidential projects over 1 acre In size nliAa11 residential developments. HaS this property complied with these ordinances? If yes, explain how and when: // Assessed Just value of property (attach verification):.. $5.860.500 Most recernSales price (attach verification): Book 7383, pg. 1026 (Doc. As S of tamps (date): $.PB1990) Dec. 23, 1986, Book-6389, pg. 1529 Fee for Site Plan Review: (Doc. Stamps $7379.50 $5.50/1,000) 1. Base charge for each site plan ............................................. $790 plus (a) For each acre or fraction thereof ...................................... $55 2. Revalidation of a certified site plan .. , , , , . . . . . . . . . . . . . . .....................S150 3.. Site plan amendment (after certification) ....................................... $160 The applicant, by filing this application agrees he/she will comply with Section 137.010 of the City's Land Development Code, Signature'. I ' 1 CA 0 . (4 (Owner of Record) `If the application is signed by an individual other than the property owner (e.g. the representative), please attach a statement signed by the property owner authorizing this individual to sign the application. NOTES: 1) THE SITE PLANS MUST BE DRAWN WITH THE NORTH ARROW TO THE TOP OF THE PAGE. 2) THE SITE PLANS MUST BE FO? LDED TO NO LARGER THAN 9" x 12". 3) W IS RECOMMENDED THE SITE PLANS SUBMITTED BE LIMITED TO ONE PAGE.: Rev. 3192 OPMEEM¦N ¦ if //IN ¦F / /' A IN r ), 'I AM I ..¦¦¦.¦¦ Mudano Associates Architects, Inc. 4625 East Bay Dr., Suite 221, Clearwater, FL 34624-6819 (813) 539-8737 September 7, 1989 Ms. Sandy Glatthorn Development Planner City of Clearwater P. 0. Box 4748 Clearwater, Florida 34618 Re: The Center Foundation, Inc. 1501 N. Belcher Road Dear Ms. Glatthorn: 01D We are submitting 12 copies of a revised site plan, sheet SD1.1, dated 8/23/89, as a minor revision to the city certified site plan. The following items have been revised: 1) The entrance drive to the site has been revised to provide a safer, less confusing entry and to save additional ex- isting trees on the site. 2) The configuration of the mitigation easement at the pennisula between channels "A" and "C" has been revised to coordinate with the current D.E.R. permit. 3) The location of well pump for irrigation has been added. 4) The site water and fire water svstems have been revised to show actual conditions. 5) Areas adjacent to the buildings - west side have been added to house the chlorine storage and pool heaters. These areas will be screened from view and separated from the building by firewalls as requested by the Fire Marshall. 6) The bicycle path/sidewalk has been relocated to skirt the playing fields, building, and to cross Alligator Creek and a revised location, aligning with the adjacent City Park. This has been coordinated with the City Parks and Recreation Dept. and will be installed so as not to obstruct water flow. 7) The project identification sign was located as indicated by sign permit #89050508. 8) The sidewalk along Belcher Road has been redrawn to show its existing location, in-place prior to obtaining the original certified site plan. Members of the American Institute of Architects EMENNEEN MV if //IN /? I/ ,®, , Ms. Sandy Glatthorn September 7, 1989 NOMENEEN Page Two Most of these items have been reviewed and approved verbally by the appropriate City Department, and as such this should be a minor revision. If you have any questions or concerns, please do not hesitate to call Steve Lafferty at our office. Sincerely, MUDANO ASSOCIATES ARCHITECTS, INC. Frank R. Mudano, AIA Architect FRM/SBL/isd Enclosures cc John Picot - Barton Malow Company Octavio Cabrera, P.E. - Cumby & Fair Bill Carr - The Center Foundation, Inc. Y . JAV 'f F / IL Mudano Associates Architects, Inc. 16, )''t k. '% 4625 East Bay Dr., Suite 221, Clearwater, FL 34624-6819 (813) 539-8737 September 7, 1989 Ms. Sandy Glatthorn Development Planner City of Clearwater P. 0. Box 4748 Clearwater, Florida 34618 Re: The Center Foundation, Inc. 1501 N. Belcher Road Dear Ms. Glatthorn: We are submitting 12 copies of a revised site plan, sheet SD1.1, dated 8/23/89, as a minor revision to the city certified site plan. The following items have been revised: 1) The entrance drive to the site has been revised to provide a safer, less confusing entry and to save additional ex- isting trees on the site. 2) The configuration of the mitigation easement at the pennisula between channels "A" and "C" has been revised to coordinate with the current D.E.R. permit. 3) The location of well pump for irrigation has been added. 4) The site water and fire water systems have been revised to show actual conditions. 5) Areas adjacent to the buildings - west side have been added to house the chlorine storage and pool heaters. These areas will be screened from view and separated from the building by firewalls as requested by the Fire Marshall. 0 The bicycle path/sidewalk has been relocated to skirt the playing fields, building, and to cross Alligator Creek and a revised location, aligning with the adjacent City Park. This has been coordinated with the Citv Parks and Recreation Dept. and will be installed so as not to obstruct water flow. 7) The project identification sign was located as indicated by sign permit #89050508. 8) The sidewalk along Belcher Road has been redrawn to show its existing location, in-place prior to obtaining the original certified site plan. Members of the American Institute of Architects Ms. Sandy Glatthorn September 7, 1989 Page Two Most of these items have been reviewed and approved verbally by the appropriate City Department, and as such this should be a minor revision. If you have any questions or concerns, please do not hesitate to call Steve Lafferty at our office. Sincerely, MUDANO ASSOCIATES ARCHITECTS, INC. uFrank R. Mudano, AIA Architect FRM/SBL/isd Enclosures cc John Picot - Barton Malow Company Octavio Cabrera, P.E. - Cumby & Fair Bill Carr - The Center Foundation, Inc. b CITY OF CLEARWATER EATER-OFFICE COMMUNICATION DATE TO J?2 E SUBJECT CJ?YC/m ? J PLEASE REPLY ON REVERSE SIDE n O ENO R-5 ?JS'A??.. 'A,? Wes. ? ?swS ??.? I fir' ? 1 _? y ' __ - " .. _. __ _ _ ,__._... _ ? - . _ ? ?fr vT .'? G'?a-- _? Al SEP . CITY OF CLEARWATER INTER-OFFICE COMMUNICATION DATE. , ^1 -t'2 ct, -, . ? L? c ??t •G' . ?- ??.LL? rji vim. G L /?' <?? / FROM SUBJECT o c. G !^'JS G TCj C' - 8 GRC° JW? G1RL C3 Pi f] 0 A, ID'sH ?????,. ?RCB, Clap ConEs TO: F `r 0 FIB rl/s s PLEASE REPLY ON REVERSE SIDE Q S L, . ?' / ?/ C l J J c7?1 3 I h k E i j l 1 CITY OF CLEARWATER INTER-OFFICE COMMUNICATION DATE SUBJECT i- 1 s D l 7 9VII ?,) C6 ct,,- El-,KPLEASE REPLY ON REVERSE SIDE .,.R.ECE.1VEp SEP z 2 1989 PLANNING & URBAN DEVELOPMENT DEPT. 91?? /, ?? z ????? J??; ? ? 8 ` ? (s.! - .. CITY OF CLEARWATER G I TER-OFFICE COMMUNICATION Dn, r? v o DATE ! 0' , TO FROM SUBJECT G G? 1 , 7 PLEASE REPLY ON REVERSE SIDE * ? I lf6 - k, --Cq ? 4 G?? .? ??? ?, l U ? 4 • /' ? ^= ...? ??? ?? ?? ? ??? ? 9 .? CITY OF CLEARWATER a INTER-OFFICE COMMUNICATIO S DATE ,a 'e TO FROM SUBJECT 'b{ - 61 PLEASE REPLY ON REVERSE SIDE c-, C2 DATE CITY OF CLEARW ATER INTER-OFFICE COMMUNICATION r-? DATE A TO R Z CE 1. V E .?49. .,E S E . - 1989 TRANSPORTAT10,N] FROM C !tip ?.?C?+..rl.?...i ???•.r!/?-?C??(?C?C '^' "'? '?? - SUBJECT Zv\ J _ Y 1 / i Cti i /`?? ?` PLEASE REPLY ON REVERSE SIDE 0 ??? ??v ?2 1 `" CITY -6F CLEARWATER INTER-OFFICE COMMUNICATION DATE TO FROM SUBJECT I L%In?t,? ?04-? UD`^ /PLLEEAASE REPLY ON REVERSE SIDE 61"7 11 TO xl "A' O`FR`OOMM SUBJECT C? PLEASE REPLY ON REVERSE SIDE C?%?' - _ " " ?_ `•'Ci,'?? ?J ?<?lyr-?-? ?tiG?t? LAC.-C?°7y7 , N RECEIVED S E P 12 1989 PLANNING & URBAN DEVELOPMENT DEPT. is ? N D ?WorE? AY ei/,0,4/ lvlwla? "s 'o V-/?rr?^,? %ffi ?vi?ill V ?'? "vy ?Ygc_,f lel-WO CITY OF CLEARWATER INTER-OFFICE COMMUNICATION /? DATE 9`-L - -.. r-,. / ?? w?l? 2 .J? ?:, ? . ?.Y .,,x _.i ?. ? :? .. ?'4Ti t?:f ._? k. fa . t, ?i I` 1 ? - i t ?I o-Y= 5 /f-T SP 1. + } ?_ 1 ? cam` •G.??c?,z. ? M (? ?'l1 Cr?'`I . _ ri s? } ?Fc A- ? t N c77Z- ?- (1C cS ! crri ? 17?- c_C7L77'TY ? ON 77S T ?? ??1' CCU c. C-14, L G- ?-4 t 5 - - 1=7 Iz- E=- DE317' - - pc l ? iZV _ ?i ?"- .7?•'??7`. J r 5 ,?+j 1'Y IFS E7-- C4=7n c--C--1 CrPt I-? 7v _ I?r i -S G;7v 7 M tZ Etc csv?rj ??-try+? 7? DT2 f}u?r y ,. ! T H7}-5 4 Z, d ? 1?-t ZTL ?9-?r s - X72-?r?', c. ?r 6 ? r c-,?zle? - { . ?? C.?p 7'0 3c? Ub t D E 't- {t S b,! A-s /V M-4 `r 'Q %4 C-s-r-t s p is. ?o - ?tCST t ?t% Tom -L MC A 5 `? -8737, _.. Tl t< -f cr%4 I r' C s"t-"f_?v c LPr T?J?T y? s s r 9 CITY OF CLEARWATER Interde rwe?dence TO: Cyndie Goudeau, City Clerk ,1U L 07 1992 ` FROM: Louis R. Hilton, Planner II CI CRKDER? SUBJECT: Amendment to the Certified Site Plan for The Center Foundation/-IocatedCat,1501 N.-Belcher Road ((PSP__87-34) t ? 13 7 - ?_ _._, COPIES: See List Below DATE: July 6, 1992 The Development Review Committee at its meeting of April 9, 1992 approved the above described amendment subject to the following conditions: 1) Signs and fencing/walls are subject to separate review and permitting processes. 2) Prior to certification, the applicant shall provide an amended final site plan showing the revisions (i.e., sundeck, maintenance room, designation of isolated wetlands not zoned AL/I, and the number and location of the eliminated grass parking spaces to the final site plan. 3) Prior to certification, the revised minimum/maximum suggested site calculations shall be indicated on the amended final site plan. This site plan was last certified January 10, 1989, subject to City Commission conditions. 4) Prior to certification, the applicant shall provide as-built plans from the Engineer of record. 5) Prior to issuance of a building permit, applicant shall acquire a clearing and grubbing permit and a tree removal permit (or a no tree verification form) from Environmental Management. As conditions #2, 3, and 4 have been met, please certify the attached plans subject to conditions #1 and 5 listed above and distribute. LRH/lrh / cc: James M. Polatty, Jr., Director of Planning & Development ? Cecil Henderson, Engineering J. Terry Neenan, Gas Department Tom Miller, Environmental Ream Wilson, Parks & Recreation Director Don Meerians, Traffic Engineer Victor Chodora, Building Official Cyndie Goudeau, City Clerk Steve Doherty, Zoning Section Supervisor Ted Clarke, Planner 11 (Memo Only) Developer/Project Sponsor (3) - Mr. Mark N. Abdo, Executive Director 1501 N. Belcher Road, Suite 225 Clearwater, Florida 34625 07am8734. cer R CITY OF CLEARWATER Interdepartmental Correspondence TO: Ream Wilson, Director, Parks & Recreation; Don Meerians, Assistant Traffic Engineer; Bob Maran,CE III; Mike Quillen, Environmental Engineer; James Goodloe, Fire Marshall; Steve Sarnoff, Central Permitting Specialist FROM: Allen V. Mahan, Coordinator, Central Permitting SUBJECT: Re-certification of Site Plan for the Long Center( PSP 96-16R) COPIES: Scott Shuford, Central Permitting DATE: August 8,1996 Attached is a copy of the amended site plan for the Long Center, submitted on August 8, 1996 for re-certification to expand their parking area in a two-phase development effort. The changes to the site plan are being processed as a minor amendment. If you find the site plan addition to be acceptable, please initial and date. If you do have an objection and/or recommendation, please comment below or attach your comments to this memo. G?/?yf?c?P/".i?, ?,.?or. -? /'jScXi.sc? a?'. 400 000 ///// -4/. Your assistance in preparing the plan for an August 20, 1996 certification will be appreciated. ThVA 11 A SPF9616RAVM Comments: (by whom and with date, please) CUMSEY & FAIR. INC. 2463 ENTERPRISE ROAD CLEARWATER. FL 34623-1702 (813) 797.8982 Clearwater (813) 223-4333 Tampa Fax (813) 791-8752 CIVIL ENGINEERING LAND SURVEYING PLANNING HAND DELIVERED Mr. Mark Abdo THE CENTER FOUNDATION 1501 North Belcher Road Clearwater, Florida 34625 Dear Mark: July 30, 1996 RE. Long Center 9501 North Belcher Road Job No. 461A Enclosed are four (4) sets of plans and revised drainage tabulations for the proposed additional "paved" parking at the above referenced site. Our calculations indicate that the proposed parking would increase the impervious areas at the Long Center by approximately 5%. While this is a relatively small change, we prepared revised storm sewer tabulations to ensure that the existing system would be able to handle the increased runoff. We have verified that the impact on the system would not cause any flooding of the site. The proposal to pave this additional parking was discussed recently with Ms. Alba Mas, P.E. (SWFWMD Stormwater Permitting Supervisor). She indicated that since the project was already providing water quality treatment, no additional treatment would be required. Alba requested that a permit modification form be submitted to SWFWMD ter the City had reviewed and approved our plans. She concurred with our position that this was a minor change that did not warrant a revision of the stormwater pond/control structure, however, she deferred to the City of Clearwater to make a similar finding prior to SWFWMD processing a modification. Please advise our office when you have scheduled a meeting with the City of Clearwater so that we may attend the meeting and address the technical questions. Very truly yours, CUMBEY & FAIR, INC. Octavio Cabrera, P.E. OC/lane FAW0R0S1C0RRES PUULY4461 A2A8 D enclosure(s) is Board of Directors: James D. Appelt Brian J. Aungst, Sr. Marjorie Blankman Dr. Seymour S. Brown, Jr Timothy Burger William D. Chisholm Paul Dunham Winn E. Ellenwood Gary Giordano Hoyt Hamilton Lawrence W. Hamilton Mayme Hodges Eddie Jay Michael E. Lewis Ebe Mac Nider Robert W. Olson William D. Repper, Jr. Charles "Trip" Weaver Professional Staff: Mark N. Abdo Executive Director Becky J. Cerio Accounting Manager Deborah Huffer-Taylor Volunteer & Community Relations Manager Brian G. Malone Maintenance Manager Mark G. Meyers Program & Operations Manager LDNG (CEN7ER Your Place For Fun, Fitness & Personal Growth August 8, 1996 Mr. Allen Mahan City of Clearwater Central Permitting 100 South Myrtle Avenue P.O. Box 4748 Clearwater, FL 34616-4748 Dear Mr. Mahan: As you requested today at our plan review, this letter is to function as an overview of our project. Generally we want to pave approximately 20,000 square feet on the west side of our building currently used for grass parking. There are asphalted drives going through the area, but all parking spaces are grass. We would have all spaces meet the required policy standards including ADA for disabled parking areas. We do have existing sidewalks and drainage which meet proper standards. The planning group agreed to have us only bring up to ADA standards the new spaces for this project area. The Long Center has an ADA plan for the entire site whereby the balance of disabled parking areas will be upgraded. We are viewing this project as two phases. Phase one will be immediate and include the parking areas on the eastern side of the lot closest to the building. Phase two will be initiated in a two to three year time period which includes the western parking areas closest to the playing fields. Ms. Alba Mas, P.E., SWFWMD stormwater permitting supervisor, indicated since our project was already providing water quality treatment, no additional treatment would be necessary. She concurred with our engineers, Cumby and Fair, that this was a minor change that did not warrant a revision of the stormwater pond/control structures. All of our existing site lighting is directed down from Neighboring homes and street right of ways. On behalf of the Board of Directors for the Long Center, I would like to extend my appreciation for your time and direction in this matter. Sincerely, Mark N. Abdo Executive Director MNA: mw 1501 N. Belcher Road, Suite 225, Clearwater, FL 34625,(813)726-2181,FAX(813) 797-2075 CUMBEY & FAIR, INC. 2463 ENTERPRISE ROAD CLEARWATER, FL 34623-1702 )813) 797-8982 Clearwater )813) 223-4333 Tampa Fax )813) 791-8752 CIVIL LAND SURVEYING G August 8, 1996 PLANNING DELIVERED Mr. Val Mahan City of Clearwater 100 South Myrtle Avenue Second floor Clearwater, FL 34616 Dear Mr. Mahan: Re: Long Center 1501 North Belcher Road Job No. 461A Confirming the DRC meeting on August 7, 1996 regarding this site plan modification/recertification, enclosed for your review and approval are the following: 1. Twelve (12) prints of the revised site plan; 2. Copy of letter requesting SWFWMD's position on plan modification; 3. Letter from the Long Center detailing additional information as requested; and 4. A check in the amount of $150.00 to cover the review fee. Please note that the parking lot modifications (proposed paving of existing grass parking areas) has been separated into two phases as detailed on the site plan. As discussed, please stipulate the conditions of approval for the future phase 2 portion of this project accordingly, as part of this approval. Your assistance in this matter has been greatly appreciated. Call me if you have any questions or need any additional information to facilitate your review and approval of this project. SPC/mfa enclosures c: Mark Abdo, Long Center Very truly yours, CUMB FAI C. n Octavio Cabrera, P.E., Cumbey & Fair F:\WORDS\CORRESP\AUG\461ASPC.MAH CITY OF CLEARWATER Interdepartmental Correspondence TO: Ream Wilson, Director, Parks & Recreation; Don Meerians, Assistant Traffic Engineer; Bob Maran,CE III; Mike Quillen, Environmental Engineer; James Goodloe, Fire Marshall; Steve Sarnoff, Central Permitting Specialist FROM: Allen V.. MahCoordinator, Central Permitting SUBJECT: Re-certification of Site Plan for the Long Center( PSP 96-16R) COPIES: Scott Shuford, Central Permitting DATE: August 8, 1996 Attached is a copy of the amended site plan for the Long Center, submitted on August 8, 1996 for re-certification to expand their parking area in a two-phase development effort. The changes to the site plan are being processed as a minor amendment. If you find the site plan addition to be acceptable, please initial and date. If you do have an objection and/or recommendation, please comment below or attach your comments to this memo. Comments: (by whom and with date, please) Your assistance in preparing the plan for an August 20, 1996 certification will be appreciated. Tha 14 A M avm SPF9616R.AVM Q ?? AN 12 19916 CITY OF Ct6AM0 s E DOCUMENT CONTROL SHEET DEVELOPMENT REVIEW COMMITTEE PROJECT/LOCATION: The Center Foundation/ located at 1501 N. Belcher Road (PSP 87-34) Scheduled meeting date: April 9, 1992 1. JAMES M. POLATTY, JR., DIRECTOR OF PLANNING & DEVELOPMENT 2. VIC CHODORA, BUILDING OFFICIAL 3. DON MEERIANS, TRAFFIC ENGINEER 4. J. TERRY NEENAN, GAS DEPARTMENT 5. CECIL HENDERSON, ENGINEERING 6. TOM MILLER, ENVIRONMENTAL 7. REAM WILSON, PARKS & RECREATION DIRECTOR 8. JAMES GOODLOE, FIRE MARSHAL 9. SANDRA GLATTHORN, SENIOR PLANNER 10. LOUIS R. HILTON, PLANNER II, PLANNING & DEVELOPMENT 11. TED CLARKE, PLANNER I¦I, LONG RANGE PLANNING 12. CYNTHIA ANDERSON, STAFF ASSISTANT III (CONTROL SHEET ONLY) Date received by Planning and Development Office: March 30, 1992 Date of distribution: March 30, 1992 Remarks: Amendment to the certified site plan for the Long Center to add a sundeck, maintenance room, delete wetland designations and elimination of some grass parking spaces at location of proposed building additions. COPIES ARE ON FILE IN THE OFFICE OF PLANNING & DEVELOPMENT REV. 2/90 dcs.tc 03/16/92 CITY OF CLEARNATER APPLICATION RECAP FOR A-012230 NO ORDER SPECIFIED PAGE 1 APPL NBR PROJECT ........... OWNER ...................... LOCATION ................... CONTRACTOR ......... APPL PERMIT NBR TYPE ...... NAME AND ADDRESS ...... ... PARCEL ID --------- ------ AND ADDRESS .......... NAME AND ADDRESS ...... DATE/STATUS A-01223 0 A-01 2230 THE LONG, C ENTER -------- 01-29-16-00000 ---------------- ------------------------------- -220-0100 THUNDER CONSTRUCTION INC -------- 03/06/92 PENDING-13811 BUI ADD EDUC 1501 BEI,CH ER RD N 1501 N BELCRER RD 511 BROOKSIDE DR PENDING SUITE 1225 CLEARWATER, FL 34625 CLEARWATER, FL AM CLEAPRATER , FL 34625 DEPARTM ENT APPROVAL IHORNT ION INTERDEPARTMENTAL APPROVAL DATA RECEIVED FIRST LAST APPROVAL CURRENT _______________„____ DEPART ------- DATE - -------- RESPONSE -------- UPDATE -------- DATE -------- INITS ----- STATUS -------- SEQ DESCRIPTION VALUE DEPART BLD 03/06/92 03/16/92 -------- 03/16132 -------- 03/16/92 ------- KG APPROVED --- ----------------------------- ------ --- UPDATED -------- FROM -------- - TO ----- INITS 03/16/92 RECEIVED -------- APPROVED ----- KG ELE 03/06/92 03/16/92 -------- 03/16/92 -------- 03/16/92 -------- F,G APPROVED UPDATED -------- FROM ----- TO ----- INITS 03/16/92 ---- RECEIVED -------- APPROVED ----- KG ENV 03/12192 03/12/92 -------- 03/12192 -------- 03/12/92 ------ MQ APPROVED UPDATED -------- FROM -------- -- TO ------ ----- INITS 03/12/92 RECEIVED -- APPROVED ----- MQ _ FIR 03/16/92 03116192 -------- 03116/92 -------- 03116/92 ------- JD APPROVED UPDATED -------- FROM -------- - TO ------- ----- INITS 03/16/92 RECEIVED - APPROVED ----- JD TRA 03/16/92 1 / 1 I I / RECEIVED UTIL 03/06/92 I / 1 / l I RECEIVED ZON 03/06/92 1 I 1 1 1/ RECEIVED APPROVAL COMMENTS PLATS 150.010 TOTL 150.00 ty CHCK 150.00 w"_-''.H ,n'?{t:M R.?S"9214!iNG .o,r) L NE 05 UEC -?J?-1'?9i LIU: `A I-h'UH iv1 I r Uh- f:_LRHRWH I ER FAX MESSAGE FUBL1?-. WU1-d,'D 1-1.Ui City of Clearwater, Florida. Fax No. (813) 462-6720 k 4 F h TO. C ( ?iPtLC? ` NOJc. LOCATION: FAX NO: , COUNTS: 0 &--5 `t-- 1 D • f FROM. DAVE: 12 . 1 NUMBER OF PAGES THIS MESSAGE (INCLUDING.THIS PAGE) CLflIIYIAkA T019*001 1501 North Belcher Rd. Suite 236 Clearwater. FL 34625 8131725-49D4 HONORARY PRESIDENTS George Slanda At Companis Joe DiMaggio Ray Graves Howard Johnson Tom Lasorda Pout Owens. BOARD OF TRUSTEES Tim BouoherO !AI Capogna John Connelly Salu Devneni Philip Doganiero Bill Fisher Hoyt Hamilton Derrell Hoag, Sec./Treas. Charles Hochberg, M.D. Chris Hughes Jean Ann Hughes Steve Johnson, M.D. Sue Johnson Ron Miller, Chairman Tom Smith, Jr. Stephen Watts, Esq. Arthur Copogna, Emeritus Frederick E. Fisher, Chairman Emeritus Patrick Logue, M.D., Emeritus Eugene Mohler, Emeritus Carmine Pelleechia, Emeritus Herbert Schwartz, Emeritus BOARD OF DIRECTORS Annie Bell Choatum Rudy Coffin Jim Dall George Dudjak Thanom Dudjak Denise Mlles Ken Miles Pete Murphy, Vice President Terry Schmidt Jerry Trefsger Trip Weaver, President Marie Collard, Emeritus Bob Haggan, Emeritus Claire Wilken, Emeritus ADMINISTRATIVE STAFF Hank Webb Executive Director J.o Ann.linger Executive Secretary a,. DAM December 4. 1991 TO: Mike Wright, Manager, City of Clearwater cc: Ream Wilson FROM Hank Webb, Executive Director, CFY ?4411--664 RE: CFY Girls Softball Fields During,our Center Operation Board meeting of-December 3. 1991. .CFY.submitted for review and approyg7 to,the.Executive Board, - the. t.o"llowing ,proposal, which, suggested pass on to you for review. We are requesting the City of Clearwater view the softball fields as.temporary minor construction and approve the temporary?change without site plan amendment. etc. necessary., SOFTBALL FIELDS: CFY desires to conistruct two softball fields, for use by Girls Softball on the existing Center practice fields. These fields would be to o? in nature and would house the .cry Girls Softball League play and practices from mid January through the end of May. CFY expects approximately 12 to 14 teams in various age and skill levels from 6-16 years of age. The program now serves in excess of 150 girls, as well .as a large number of volunteers. CFY would absorb the cost of building the fields(through restricted fundraisers and softball revenue) and be responsible for the tearing•down at tho conclusion of the program in May and the reset up again in January. Enclosed is a bird for the work to be done. The two fields would be built so as to have**minimal impact on the grass area and allow for continued maximum public use. The fields would be designed similar to an astroturf field. The only clay areas required would be a flat pitching mound(10' diameter),. the homeplate area(18' diameter) and base areas(10' squares). The backstop>s(3- 10' wide x 12' high panels each) would be made of heavy gauge net(already being successfully utilized in palm Harbor fields), sleeved for removal after the season. The fields would be lined(with a latex water based paint) with foul lines, base lines and infield/outfield lines. No outfield fences are anticipated at this time. Restriping would be needed approximately every two weeks during the season and has been contracted. CLFARWATER FOR YOUTH, INC. %IltaGA06 4xoc4A , X04W"Maa4w _i_L...ib pilu.. Il.. i _LLI._ ln_i J ATHLETIC SERVICES ( uoZVl%m . - '` , Maintenance FflCJIJty construction WATER FOR YOUTH ? 12/91. CLEAR ATTN. HANK WEBS PROPOSAL TO CONSTRUCT 2 SOFT ALL FIELDS IN BXISTING??'FOOTBALL PRACTICE FIELDS. PROPOSAL TO INCLUDE LAYOUT, EXCAVATING ANDS GRAD INGf?,CLAY, ING..'•.:;f.,; BASES, FRAME AND NET, MOWING AND PAINT STRIP LAYOUT P>r% FIELDS TO BE FACING EACH OTHER WITH A DISTANCE OF 2'00' FROM y D HOMEPLATE TO OUTFIELD FENCE ON EACH FIELD. FIELD TO HAVE 60' BASELINES. LOCATE BACKSTOP PLACEMENT. EXCAVATING A MD GRADING EXCAVATE CLAY AREAS 4" DEEP. 18' DIA. HOMEPLATE, 10' DIA. PITCHERS MOUND AND 101.;'?;SQUARE BASE AREAS LIKE AN ASTRO TURF FIELD. INSTALL CLAY, ROTOTILL? COMPACT AND RAKE TO A GAME,:READY CONDITION. LAY +- . W Q A Gt+ DQ SUPPL 1 LOAD OF BALLFIELD CLAY. y?kSES s,. SUPPLY AND INSTALL 2 SETS OF JACK. CORBET RECREATTONAI, BASES, 2 HOMEPLATES AND ,2 'PITCHERS RUBBERS. x; FRAME AND ET BACKSTOP BACKSTOP TO BE 3 PANELS, EACH 10' WIDE X 12' HT.GH.::;• PANEL FRAMES TO BE 2" DIA. PIPE WITH #30 WEATHER TREATED NET TIED TO FRAMES.. SIDE FRAME PIPES:TO EXTEND 2' INTO THE GROUND OR GROUND SLEEVES FOR EASY .'REMOVAL AND SETUP., ?• 4V SIDELINES TO HAVE 2PANELS, 6' HIGH X 14' LONG ON EACH SIDE. PANEL FRAMES TO-BE 1 5/81' DIA. PIPE WITH #30 •WEATHER'TREATED NET TIED TO THE FRAMES. FRAMES TO EXTEND 2' INTO THE GROUND OR GROUND SLEEVES. MO NG w ?Y i'r..+?..w,a a pa "'± r MOW Tw REEL TYPE MOWER AT A HEIGH?' k?OF 1". AIF? . ?? ?? 7 PAIFOUL LVS, INFIELD BAC AND OUTFIELD RADBASE PAINT. f r?1t' TOTAL COST $ .00 mommommommm 15090 62nd STREET NORTH • CLEARWATER FL 34620 Tel. 630-8248 TOTAL P.07 ` I' / ( r aetermi.nation that: a. The parking lot shall be designed, surfaced and land- scaped in accord with all applicable requirements contained in this Development Code. b. Access to the parking lot shall not be provided from the residentially zoned property which is the subject of the conditional use application, unless specifi- cally authorized by the Planning and Zoning Board. C. The use shall comply with all of the general stan- dards contained in preceding paragraph "B". • 136-85. .ice - <Ml?i DRC MINUTES - April 9, 1992 C(OPY 5. Prior to certification, the final site plan shall indicate the required 10 ft. exterior buffer near the residential area (rather than the 5 ft. buffer as shown, Section 136.023(2)). 6. Prior to certification, delete dumpster location per Jim Magilo - Sanitation Department; and show control drainage control structure. 7. Prior to the issuance of a building permit, a Landscape Plan in compliance with the Land Development Code requirement shall be submitted for approval by the Environmental Management Group. 8. Prior.to the issuance of a building permit, applicant shall acquire a clearing and grubbing permit and a tree removal permit(or a no tree verification form) from Environmental Management. 9. Prior to certification, the perimeter buffer along the southeast property line must be revised to 10 feet. 10. The applicant shall contact Parks & Recreation for the required recreation/open space assessment fee, which shall be paid prior to certification. The motion was seconded by Jim Goodloe and unanimously approved. 2. Pinellas County Utilities Building Downtown Parking Lot #2 - bounded by Ft. Harrison Avenue to the west, Park St., to the north, and Pierce St. to the south (PSP 92-01). MOTION: Motion was made by Lou Hilton to approve the final site plan for the Pinellas County Utilities Building Downtown Parking Lot #2 subject to the following conditions: 1. Signs and fencing/walls are subject to separate review and permitting processes. 2. The requisite building permits must be procured within one (1) year from the date of certification of the final site plan and all requisites certificates of occupancy must be obtained within three (3) years of the date of certification of the site plan.. 3. The buffer along the east property line must be 5 ft. (continuous not average) as per LDC Section 136.023 of the Code. The site data section of the plan must be revised to indicate the 5 ft. rear and side buffer requirement (rather than the 3 ft. as indicated). 4. Prior to certification, the applicant shall provide a 42 ft. turning radius for fire and emergency vehicles. 5. The Pinellas County Thoroughfare Master Plan calls for a 15 ft. right of way along Fort Harrison Avenue, for drainage and utilities easement as per the Public Works Director is required prior to the issuance of a building permit. 6. Prior to certification, all required perimeter landscape buffers shall be-delineated by shading and/or cross-hatching in accordance with the current code requirements. 7. Prior to the issuance of a building permit, applicant shall acquire a clearing and grubbing permit and a tree removal permit(or a no tree verification form) from Environmental Management. Motion was seconded by Bob Maran and approved unanimously. 3. The Center Foundation - located at 1501 N. Belcher Road (PSP 87-34). MOTION: Motion was made by Lou Hilton to approve the amendment to the final site plan for The Center Foundation, subject to the following conditions: 1 . Signs and fencing/walls are subject to separate review and permitting processes. 2 DRC MINUTES - April 9, 1992 2. Prior to certification, the applicant shall provide an amended final site plan showing the revisions (Le, sundeck, maintenace room, designation of isolated wetlands not zoned AL/I, and the number and location of the eliminated grass parking spaces to the final site plan. 3. Prior to certification, the revised minimum/maximum suggested site calculations shall be indicated on the amended final site plan. This site plan was last certified January 10, 1989, subject to City Commission conditions. 4. Prior to certification, the applicant shall provide as-built plans from the Engineer of record. 5. Prior to the issuance of a building permit, applicant shall acquire a clearing and grubbing permit and a tree removal permit(or a no tree verification form) from Environmental Management. Motion was seconded by Bob Maran and approved unanimously. 4. Waters Edge Townhouse Development - located on the north side of Montclair Road, east of Keene Road (PSP 83-52). MOTION: Motion was made by Lou Hilton to approve the revalidation of the final site plan for the Waters Edge Townhouse Development, subject to the following conditions: 1 . Signs and fencing/walls are subject to separate review and permitting processes. 2. This site plan shall be revalidated for 24 months from the date of this committee meeting. 3. Prior to certification, the final site plan must be signed and sealed by a Professional Engineer registered in the State of Florida. 4. Prior to revalidation the applicant shall provide documentation from Florida Power allowing construction within the 100 ft. utilities easement. 5. Prior to the revalidation, a Landscape Plan in compliance with the Land Development Code requirements shall be submitted for approval by the Environmental Management Group. Motion was seconded by Bob Maran and approved unanimously. 5. Clearwater Christian College - located on the north side on Montclair Road, east of Keene Road (PSP 88-14). MOTION: Motion was made by Lou Hilton to approve the final site plan for Clearwater Christian College, subject to the following conditions: 1 . Site plan is subject to the following City Commission conditions of approval: a) The final plan should show signage for one-way vehicular circulation. b) Prior to DRC consideration, the applicant shall field stake the construction envelope to enable adequate Environmental Management review for protection of the mangroves. c) Any required setbacks or other requirements related to Bald Eagle protection shall be met. d) The site plan must clearly indicate that the minimum 50 foot waterfront yard from Tampa Bay is being provided. e) The public easement across the site providing access to the properties to the north shall be clearly delineated on the site plan. 2. Signs and fencing/walls are subject to separate review and permitting processes. 3 0 r Mark N: Abdo _ .Ex ecutiveuuec[ur, .a: 'Al .1501=N. Belcher Road, Suite 225 ?Clearwater,•FL?34625.1' S,' i°13) 726-2181; FAX (813)797 2075 THE LONG CENTER For Recreation & Education M 6 CITY OF CLEARWATER - Department of Planning & Development City Hall Annex, 10 So_ Missouri Ave., P.O. Box 4748 Clearwater, FL 34618-4748 Telephone: (813) 462-6880 (Fax 462-66411 APPLICATION FOR SIYE PUN REVIEW The Long Center Phone:( 813) 726-2029 Applicant (C+wner of Record): Address: 1501 N. Belcher Road, Suite 225 City. Clearwater State: FL Zip: 3 6 S Representative: Mark N. Abdo Executive Director Telephoner 91'1 ) 7?h-9n _q Address Same City: State: Zip: preparer of Plan: Mudano Associates Architects, Inc. professional Title: Architect Address: 4625 East Bay Drive, Suite 2210ty: Clearwater State:-EL-Zip: 4694,-6810 - Telephone: I 813) 539-8737 Minor Addition Title of Proposed Site Plan/Project- Parcel Number: 7 fj 9_ / t t 0000 1 2- 9. n_/ n i nn . Zoning-. side of Belcher Road adjacent to railroa_. tracks-00000_,2200 00 General Location of Property: - P/SPA Land use Plan Classification: P/SP Zoning: Existing Use of Property: Recreation & Education Proposed Use of Property: No Chan e If variances and/or conditional uses are involved, explain (if more space required attach separate sheet): City Ordinance No. 3128-83 and No. 3129-83 require a parks and recreation impact fee to be paid for all nonresidential projects over 1 acre in size ¢Aall residential developments. Has this property complied with these ordinances? If yes, explain how and when: / Assessed just value of property (attach verification): $5,860,500 - 1026 (Doc. Stamps $.?/I/??5?0) Most recent sates price (attach verification): Book 7383, pg. As of (date): Dec. 23, 1986, Book•6389, pg. 1529 (Doc. Stamps $7379.50 $5.50/1,000) Fee for Site Plan Review: $790 plus 1. Base charge for each site plan ............................................. (a) For each acre or fraction thereof ...................................... $55 2. Revalidation of a certified site plan ...........................................$150 3. Site plan amendment (after certification) ....................................... $150 The applicant, by filing this application agrees he/she will comply with Section 137.010 of the City's Land Development Code, Signature" I ' 1 aA?- 0 (Owner of Record) "if the application is signed by an individual other than the property owner (e.g. the representative), please attach a statement signed by the property owner authorizing this individual to sign the application. NOTES: 1) THE SITE PLANS MUST BE DRAWN WITH THE NORTH ARROW TQ THE TOP OF THE PAGE. 2) THE SITE PLANS MUST BE FOLDED TO NO LARGER THAN 9" x 12". Rev, 3192 3) IT IS RECOMMENDED THE SITE PLANS SUBMITTED HE LIMITED TO ONE PAGE MAR-224-19922 0-9:32 FROM C' I TY OF CLW. ENU,1 ratty' 1 I'A'-;' - • i i ~ ' ' , A=E Zo In ~ ~ R 6 Zonln zoriin~ VICINITY .:MAP ~ ~ }.M.~ ~ .fi f ..LEGAL EIIO ~ z I ~ ~ ~ ~ A trart oC land ]ying wilaun th tJnrt~'ha t 1/4 oL SectSion 7, o. ~ ' w_v c NN, 1v v ^1 1 x„ p ar+.illcnr, Pinellas Cvunty, I ' , Na & ~ '''f~`M~,„r Ijsl °~J ~°w os! Townshi 29 Sout9 Ran I? Ir, fa ~I ~1 I„ cr~ibed as follows. • 4 1,1, , w „ Florida and bcin ~more9 ~irticul'srl rl s ? ~ F w ~ ,eiw,,, o';~' 1. Ido'"c"+ u,l ,°I, ~)~'I;~~;" ~•'u..l,.,,. Commence at Che Nan l hwn I. r.•rnr~r of 'said ~ r,:tion 7; Chencr, ¢ I I ~ ~ ~ . 5, A9"35'50" C., alonr Lhn Norlih iut ® ? o ~...~;W 1],n I„ ~s•`' „I,o ~ f' ,~li' I I S I f cI of ~Lhe Northwest l/4 , I ~ ~ ~(1i r„t`{t.li..t~~t I,,, , ,I1 1{ , . of Said ection 7, (or 5;.n0 frrl to It1 nst,right-o[-w•ly ~t~ °'~~'H I~" SU S~11 j~'~~~~_P~U ~Il)~:~4~ line of Oclcher Road; thnnro F f OD 01~~',1, ~fi., along swirl Fi,t FHA S 89 35 50 E 390.0 , .{---.~ISa`~ rom, ~I ,nov.,~„1` " ri ht-o[-wa line ind ilonq ~ I~Inn Irr.!in~ 55.00 feet Fast of ' . "^'•'s ~ 1 rJ.. (••~J }N11I and rra17e1"tv tlse West ].in^ of Ihr ~,Nort:``,west 1/4 oL said I ^ S8 - e E . 9 35 50" - ~ .272.65 / 1.;,L' s 1 Hg ~ I J•• 1~ 5,,,,,ss, Svr--lion 7, same also being th^ I .irl..rig basJS o[ this descrip- 1 > IG.a- o I , I't corner o[ that property Ij I~~ • j ~ ~ ~b .h1•~!I °uPt•'"'~' Lion, for 4IIO.SO trot to the Fo~ul.hwes ~ ~r ' S 33 e-12' ® ® 1 2-I E 10, 2-~'E `~•~.r~c c~4~^.1i1 cM~NMnI . cl }\~~,f 1 Itlr~ j „ 10.60 ~ ~ _ ` ` drscrlbe~l In U.R. Dook 6247 vn ~pige 1429 ind being the POJNT M~ Z4~ RLP, ® 1 ~ ® ~ J a r° u•,. ~II 1,fi OF tfF.G1111JINr,; Ih"ncr. S. A9°35 0 F,,~ nlohg the South iin^ "gy~., ~ I S~ I E ~ rAb yl 1<'~';;" ~7f ill;' o[ Raid prvperl}', and along a lu,v 4A0 48~ fr_et South ut •md v h f , ® ~ / ~ _ _ ~jj j 44 ~ pli:, y~~,i>?'I~i•~?1r ,xu 1,,, parallel In Ihn N„rkh line of ~i,l tlr+r}h r 1;1 f.r 3'?0,04 a ^ tld'~J H-.Me~ ilRgkl 1`.r,~sl~+ n;r' i a. fectkollinr I, t. r vL n anniliry mv,,liol~ Ih n~ rn"in,lr e,n~'~~w.,, / r .'7. ~~"C~rols;m'^•s' ~p reQO. 1~~~•;~ S. R9 J5"•o" h.,alnnq~nld hnri)I~I jlllf^, f^r 1;2.5 feet Y~~~~ IM~i~x ~ ~~4~od{aN Fpn9°Pd_ • •R rd`~^ir~'Q\~dJ(r'>oU i' tv the cenP.rrlinc nE a cl Lek; thence Soulaleasterly approximately ` 1 !"r" crordn,wrT*~ronr z I ~ 'npr~., A _ A50 fret ilnnq sni~l cenkerlinrlsame;.il~rl~beiny the westerly s ; P®nd A ® 1 ~ ® ® ~ ' t ® .r t N t J . I G~ep.R ~o~Sf~INf Jk bnuhrls of Phat certain property) de cr'iboil~ in O.R. Uook 5051, i bre.~ N rol~~uo ~I51 m i d.„ -3-_ ~!''r:, rot pays J(I]Z, the (ollowiny luny i9i ~cotlrses being used Cor ` I I ~?r -Alrpml --l .,p~'~, ^ i,1v,I,l` „ Y..M•I closurr. purposes; (1) thence ~ 11 I2~'24"F.., for ]0.60 feet; , 15 an e me CHANNEL A r ® ~ t _I 7, thence S. 70 46'Z3 E., 119 50 [ 1 , ~ r ~ h f~~1 60 r. ,we 1 / ~ f o ~ , ` 1 ~ ~ t 1~, ~ I r [vr 1.011.97. frrt; 141 thence S ~'G 41 i+t ~(3) thonre 5:01°02'42"G., 1 Cdr, . z n I~ a ~ ~I ``J ~ ~ r , ,4y' J~'A1 IIl"I,~__?o_i; ° (5) thence N.A]"4Z'S] C for 33.70 ,,feet; (6) thence n 10 ° I urns. Yn S.fi~ 53']1"G, for 50.08 feet; {7) kr04 f., for 4]..96 Lee t.; , PLAYGROUND t ® II F r° ° ' ~ once 5.54"S2' ).7"F,. , [or ~ • s ~8 ( ~It~tu n tt '"IC' ~ nr `d, 146.dp feet; IA1thence 5.47°I2;'36"C.~~,Lor 199.7A Ceet; {91 I r ~ ,+"1 ~ r"q N 1' n"e L ry',.p . I... r l l l n I e ` 1 r i • t61, ) VO[N'~' -~vucoulol thence 5.79°53'47"E., [or 93;99 LPet thence leaving said creek F ~ ® •590" I. I e ~II,uI r ,uo"n^ Intprsectson wlth the Cast IlneoC lh0 feet to the perpendicular I 1 , t ~ , t ® s _ Iron rl unur" I center]inr, S, A9°36'10 f., for 95 0 ~ 1 , ® ~ t rr it D S~,EI a Northwest 1/4 oC the 111fvM M1 r rr Ir Id' y`~k rm. ° ~miiuJmilm°2 J p_ Norihwrct 1/4 eo[otheZNn,rthwest 1/4tdLI~ sns~heast corner oC the • .t y ~CHA NEL, C o ® o. ~ SIDEWALK 1 0 1 ' I~~L 1 ~ I I f Iln~ ''I t^ Northwest I/4 of said Sectlan 7i thep~ Sou~~00°2J'S0"W., along 1 4~ 6` Section 7; thence f .".~`v w1]~ ~ cry Lr~ ~ Vtilr_ N.A9°44 D7"W., along the South line iof the Northwest 1/4 of I f[~ 1,, u,- ~i .r-E t , .0.w ~ ~ [ D oln ~ 1 ~E ~ rfoe COIF 70 the:Northwrsl: 1/4 of said Section 7, ~[or: 232.03 feet to a point ~ ,.q~ d ® N , ®~EeRo ~ ' n'wIl I,m ,",L.., xn on the northeasterly right-vE-w;~y line oEla 60.00 Coot Seaboard `J• iJ~ r ~ "1011 ~ - n' . Pq. w1, I i f N „"S ICnOOI , ~ ulaAwslte Coast Line Railroad right-oC-w-sy; thence N.12°45'16"w., along .w ~ ~ , ~ ` ~ ~ swirl northeasterly line, for 10115.20 ~[eet~ to the Gast right-o[-way , ~ A~ r C-~ line of ffelcher Rvarl; thence N IOD'04'S1"W., alnny said Fast r u.:~ ~ o dr a o ~ c MITIGATION C lice and along a line 55.00 feel. Cash oC and parallel to the S~ ~ C ~ west 1inr.ro( the Northwest 1/4 IvC said Section 7, Cor 539.2] u) ^ ~ 1 o ~ a o~ r ` ~ i EASEM , ENT 1 ~ ~ feet to the 1'UJNT OF OGG1NtJ1NG. ~ r"~' d'• ` ~W , ~ o a , ~ ~ e W r ,i 1 1 0 , - -_CONTAININO,_16.10 ACIIE9, MORE OR LEBB. ( ~ - _ _ r ~ / e V ~ N , ~ ~ I e ' N 1 1 1 ~:iLi m rt ~ NOTE: All roadwa s buildin s utilities •easemen s etc. shown ar I L ml d Industria ~ to SIGN ` - N i y ~ ' .M (mot ..a a ~o-~ . g, ? o i ~ , • 09 - ? o _ Zonis 1 ` existing unless specifically....noted as "Prop®sed" ~ ' ~ I ..,..M o .c ®o Information on this site lan obtained from,Revised Final { p ~ ~ S1DEWALK ® ~ ® ° n t , f Site Plan prepared by Cumbey & .Fair Inc i con''s~ulting civil r`~~ 4 ` a . M.H. . 15 san easement 2 . It s 26 ~T o~"E en 'neers dated 8/ 25/ 8 ' ' ' ~ N ~o w M.H.#3 X2.96 g 9, Certified and Bled by City of ~ ~...m. N 83; -t2' 51 E 33J0 ~ I I I ~ M ' Clearwater on -October 3 1989. ~ M e s 65 53' 11°~'~ 50.08. All existin drain p. o '~1-, ° ° g age. patterns to remain, Ito, ' ection as ~ ~fu ~..m ..I . ~ ~ ~ o® s~ A, s \ on mall deli ned. , ~ . , g y 'g ~ ~ ~ w , ~ ~ ® ~ 4~ PLAYING FIELDS ~ ~ \ in e II , ~ ~ co ~ ~o ~ ~ rr; pum rt .r ~ ~ ~ 0 \ S 5~ , 52' 27"E®? 1~6.->•0' i I ~ i c ~ ~ ~ c~" ~ . 3 lz . P. aro ~ o \ LLIGA CREEK ~ O a. 3~ z ~ ~ ~ ~ ~ \ ~ L \ z ~ SIDEWALK ~ w I ~ NORTH ~ \ _ _ I, . , rt r 1r~ . , i l o VERFLOW PARKING ' . 0 , • ~ ® Scale. 1 - 5 0 ~ 0 ~ - F~ f r 8.. I, ~ ~ Fr ~ ~ 1 ~ S -~7 12~. 36"E, 199.78' ' i ~ ® ~ ~ PROPOSED SUNDE CK ? r~ ~ N ; Q, ~ FHA 1 e ~ . _w. - - 3 ' - r ~ A-E Zoning i ~ ; ~ _ g., w Ma~~N N/ ~ PROPOSED SIDEWALK ~ ; ~ " i~ ~ , r , ~ Sia se C n ~ ~ , , Q E .,L R ~ ~ ~ , u ~ • \ ~ ~ G Xa~ ~ ~ ~ Wyo."$- N.E. ~ ~ f ~ . , ~ 7 • R. P 3 , ~ g3" b~ ~ ~ ~ 8., \r,~ 89 38' 10"E~ 95.00' ~ ~ i.... o ~5~ ~ ~F~RE ~ EXIST MAINT R . ~ ~ 9~ ~ ~ 5' sae easemen. ~ ' M. H.# 7 i ~ ~ . C r... ~ ~ ti ~ 0 ' , ~ ~ ~ ~ N I ~ W p \ \ car ~ ~ ~ SIDE ALK ! I ® r k,,, ~ ~ RM , , PROPOSED MAINT , , v~ M ~ t v drama r~n~t~ ' ` t a ~ - ~ ~ ~ q 8" S Pond n 61 - \ ~ 5~ t ~ ' !Pedestrian Bridl ~ ~ ~ ~ t. ~ \ ~ ~ BUILDING EXISTING ~ ~ ~ . DING ~ , . d ~ ~ - ~ ~ ~ (fin. flr. X3.0 ) J £ FIRE , \ ~ ~ ` U • ~ 1 ~ ~.F H ~ . ` I ~ ~ I \ t ` N ~'sq \ ' I I fV ' \ t i p • . f ~ • . i 0 ® } s~ ~ ~k~ • ~ r ' ~ . \ti\ ~ S N ~ . W ~ ; r Q..:. F ~ ~ ~R~ 2 \ ,p q 8 ~ O s . q ,6„ ~ p w ~ C ~ \ ~ 0 0 ~ q 85. ' ~ ~ ~ N ~ Q i 1 f ~ ESCHO I ~ ~ ' I r S 2 , ~ ~ r ~YGRO D 0 11' sEwe O , ~ F ~ ~ \ q 6 , 1 ~ ~ , o . r ar ® .€Z 0 A D ~ _ ~ ~ A E Zonln ~ g Pi1BLIC, SEMI-PUBLIC ZONING ~ NOTE: onl numbers in bold t e are revised from Final Site Plan revio TOTAL COMPOSITE PARKING 1tEQUIRED BY CODE: Y YP p usly filed, ~ ~ .a - - SQ. FT ACRES PERCENT OFFICE SPACE = 20,750 SF @ 4.5 SPACES PER 1000 SF = 94 SPACES ~ GROSS LAND AREA 687,377. 15.78 1007 a~ ~pI~OILM PERIMETER GREEN SPACE 131,187 3.01 197 WAREHOUSE/STORAGE. = 22,392 SF .@ 1 SPACE PER 1500 SF = 15 SPACES ~ • ~ du s r ~ ~ ~ bA ' Z ' J _ INTERIOR ~ _ _ \ . GREEN SPACE 42,228 0.97 6~ CLASSROOM - 20 EMPLOYEES + 32 EXTRA SPACES - 52 SPACES ~ OVERFLOW GRASS PARKING 58,320 1.34 97 MAATUFACTURING = 17,150 SF @ 1 SPACE PER 400 SF~ = 43 SPACES ~ „ ~ \ _ 58=a1_ N.EI~P._ - ~ ~~fp' ~R ~.p. O ~ ~ ~ , W ® BUILDING DATA: RECREATIONAL SPACE = 56 980 SF 2 SPACES PER 1.000 5F = 114 SPACES \ 99 3 I W E 1st FLOOR 102,928 Q'WZ'~ I cts ~ TOTAL = 318 SPACES 2nd FLOOR 45,000 a ~ p ~ E ~ ~ N 89 -I•~' 07"W 2.321.83' ~ ~ ~ V . ~ TOTAL. 147,928 22X FLOOR AREA BREAKDOWN PARKING SPACES PROVIDED: , PERCENTAGE OF .TOTAL SF ADMINISTRATION 52,42$ 357. ..~1~;~ V PAVED SPACES EDUCATION & TRAINING 41,000 287 \ \ ~ ~ w t . € \ ~ RM-7.~ Zoning ' ~ ~ ~ ~ ~ µ RECREATION FACILITIES 54,500 37y 7 PAVED DISABLED SPACES ~ F ~ r € I TOTAL 147,928 1007 88 GRASS PARKING SPACES ~ I _ ~ 3 1 s ? a € ; TOTAL GREEN SPACE: 405 318 9.30 100"OVERFLOW GRASS PARKING SPACES 597 ~ o 418 :TOTAL PARKING SPACES PROVIDED ' IMPERVIOUS AREA 282,059 6.48 417 I 877 OF FRONT YARD OPEN SPACE 35' D`ravVn Date BLDG HEIGHT MAX 38' * (32z OF PAVED AREA to JAN,%1.. i yy NOTE: NEW BUILDING AREAS: SUNDECK (OPEN) 2,480 SF MAINT. ROOM (ENCLOSED) 928 SF MAINT. AREAS (OPEN) 464 SF i r I • ~ . M T1-. CD(~N4 To l`tQTU~ N 4 ~x~sTlu4 7 _ M.. p ~-LINE Of= RoaF" ~EYONO 3,.. ~ M..._.. . PI~VID~ (~CJOi= ~uf'~'>°les AT~ps D~ 2UTT~fZ T'fP of 2~ . , . I. _ . w,. I y{+ . , _ . . . . 1 ' 9 _i ,I I , I ; . . i~ I 4' a. ~ Ut ~~,a.~o~~~, _ ~ ~ I I o ~ , . , , ~ ~ . . 't . it ~ t ~ r • ' i • •i . . ~ Y 5 S • • ~ /'~L Y,: ~~'~,y N t~~ . - ~ ' f Q , . I m ~ , ~ ~ , . . • , t ~ ~ _ . • I 1•. . , ' . r . a~ ! , .t I a . ~ r I t ~ • • ' j 8 j I QEZ ' AIuT~D ' Qi.v. STL ~I.Z 3L I p G _ T.._.. U. . ut3 z" x " ' " a _ r ~ z ~ ~ prd T SCALE . 1 18 ' t ' 0 " Q I. ~ MD,TGH S~KUCT raT~(, • N . ou ~f.DG. , GaT~S 3'~x 3" u % ~ 4 , ' ~ . r.' ~ `.J~..,. Q r~ ~ - i / w `"a ~ ~XISTIN~ GYM ~ ~ - - GLvf EXhTIN~ DRY-W~trLS AND Rl~~~ _ " _ )%AGI: OF GMU ~AG~ of CCU - _ -ExISTIIJC~ I„IAI.I. W~~ULKN~AD _ i GUND~NSt~TE df~IN I'IP~ ~l7 NSW I~~/~K TO ALIGU W ~xlST. ~ ~ / To aU~,?~ ~/~klsT. I I 1~RDtIN I'IF~~ II - _ tl ~ GMU GJ. e ~ + GMU C.J.. ~r , IZ ; o~ ~ „ -v 1 Z o 8 Z o II \o~ ~ _ ~ ~ ~ r .,c; q cauC. ~~Q~ ovEl: Ve,Pa~ i z f , WeiLl. ~..m__._. _ bv' ~ 3"~ PRA-tN W 4' PVL J~ 8/~,~RIC-R• SLOPS TO 7FJ~iN~a: ~ R ~MDYb.6L ~ - _ ~ ~ T • YpP-~ ~ u TAUT PcpE ouT w ~o , J ~ PIZDVII~ G!~)~('~~., Jl71~T~~~?G/1~1N all Uoi ' o~-i aR. T~ a' ~ I ChNN~C.T d ~ ~ / C7F 5I x To"T"P~ + ~ I i ~ SAN.. TO EXIST, I,.l/v,4 vE ~ ~ a~ _ _ _ _ _ 4 1 • ~ - _ ~uN7 IN ~O~ ,f 3'~ 7`rP. of 4 v I~-~•" x I'-4" ~LOF'E I DKAINS - ~-~LOO~ I7RAIIJS O'N.-~- SI~aoT F ~ ~ Sto~~ ~ it 27'--q.° 15'<0 - g'•o" ~'-d' a'-v" ~'-d' I~'- 3~'-2 ---j --j aoo[z ~acE MrJ ; ; SiJ~s , - . ' ~ I W,i'R _F'T' cal 4-o~to_o PElTlfl~~z vpn i _ r . r _ ~ ~ 3 , ~ ~X~iAU sT r V ~'c 't7t~t;~ c~ ~C~' WTI , ~ ~ NG 2GIIZGUITS,T Opp. 2 , STKUG'~ Gd l-5. ~ ~ ~ alp ccNDlTiot~~ LI SAN-S~~' oN nE~tc - ('cYP) ~ I , ' `q f~~ocAT~ ~ r p _ 9 9" ~ :..:.H p. a J~ ~ a ~ a c s O welt. ~ ~ . A ~89~' 0 ____coNG: GOL. , d .a yR.ovivF Dizlhin uN~t~ ~ - - P VI U K~?i W IC < si~Ewh~lc.. To ~N~Ft' 0 v- -r N---. KD I~ DiZb,l UNr~ AL r.~._. ~,c~, SU~~aG~ MTd. ~LKT. F1JL.-! r~ ~ " Gaji<s ~lEcrKlc AtAiz~l S-LI Acv A°~ ~o ~l ~IIO~ ~ _ .-8 cMU W~4 Sfi'f. T•-~~~E 2 ' ' ~U1zsINC, TO M4TC1~ t~LD4. 3 _ ~ ~ - ;O;` ' ~1 tvEw ~idEwa,ck. .,o r1 ~ ~ 0, ~ Zo - ~ , t(l~ ~ - p 6) c 5) Grout shall be 1-3 (cement-sanlll) mix (no lime~_af fluid consistency so All 6) Car~entry ~ inhibiting. primer. Zinc-coated metal• Tine that grout will flow readily, Viul without segregation or separation of com All wood blocking, ants and na.ilers to be pressure treated, J , > dust-zinc .oxide rimer complying with AWPB-LP-2 standards. Provide countersunk attachments p - i Q , ~ 2 NOTES AND SPEC1fICATIONS the cement and sand (10-1/Z to ll inch slump), M1x in standard drum whet type mixer. ono[ use mortar or standard (low slump concrete mix for where required. 2nd coat; Enamel uadercoater ` > oG- 3rd coat: semi-gloss enamel. SCALE : 1 /8 ' = t' -0 ' QL~ • grouting, A 1-sack pea gravel) concrete with 9-1 2 inch slum ma be 7) .Then 1) .Thermal and Moisture Protection 10} Plumbing 2j Site Earthwork ~ P Y Provide site earthwork as required; provide full termite soil used. A) A) Provide bituminous damp-proofing on interior surface of A) All materials shall comply with the latest applicable G) After Installallon,of rcinfarcin bars, our rout to fill cores etc. g 1 3 poisoning below all new slabs and foundations. 9 P 9 , Agitate and vibrate as necessary to assure complete filling of cores a) cavity wall, lambert "Waterban M40" or equal. ~ ~ M.. ASTM specifications. ~T B) All exposed exterior masonry shall be coated with a g) Sewer, drain, vent pipe and fittings shall be PV(~, -0WV. `51.1 A1~2 and interstices. Maxim) heichL of lour lift to be 5' - 0". ~ g I water repellant, "Primp-A-Pell 200" or equal, Protect _ _.i S ructural Concrete: 3 t Verticals to bt positively and accurately positioned across wall from overspYaying. Make provisions for protection of C} Domestic water pipe shall be ype °L" copper tubi g with Q general public, existing structures, especially steel, bronze or wrought copper solder fittings. Z A) Concrete Materials and Workmanship shall be in accordance with AC1 Building thickness (in center of B" anc9 1Z" blocks . DOPING, ) Code Requirements far reinforced concrete and specifications for Structural C) glass and landscaping. D) Cleanouts shall be JOSAM Y-300-F or equal N ,i FLASHin(~, RnoFln~,, Concrete for Buildings; latest Edition. When working on, or-adjacent. to exisl,ing structures or.appurtenances, ail. C) Roofing shall beT'ROyI17Et~13YN1TL,JTCZUGT. MANU>' E) Gate valves shall: be 1501 b, all brass, CRANE #431 or 4'' equal. i t r ~ ` sruu~,uRe aY PRE- B) All concrete shall be ready mixed concrete and mix design to be approved by precautions .for the continued safely of structure and all personnel shall be ~taIT+EE3Rk~ M'It. Architect before placing any concrete. exercised. Shoring, bracing, underpinning and lbe ike shall be ro erl F) Traps shall be cast iron, not integral with th floor ~ ~ ~1> BM ~ s~u~s, MFR ~ P P Y ~ C) Concrete. strength @ 28 days: employed. D) drain.. w.. ~ ,..k 11-}.,®. D) 'Roofing insulation shall be R-1~1 - t~rZ~VI~~ ~Y G) Floor drains shall be JOSAM k30803-1A. + ~ 4 , Concrete slabs on ground--------------2,500 PSI Drace all walls~durin construction to revenl lama a from w uc H) Wall hydrants shall be 'similar to JOSAM A7117 with r1TL. ~iTRUGT, NUtiNU}% cover to measure 8" x 8" nominal--to integrate w th CMU All remaining concrete----------------3,000 PS1 g P g i I, water and earth ressures; and from construction loads, until all sal ortin walls and slabs are E E)` Flashing shall be 24 GA. G-90 galvanized steel, painted. (see existing building);; € ~ D) Four (4) test cylinders shall be made from every 50 yards of concrete on ~ iP g ) - - each day's pour. One Cylinder to tested at) days, and two at 28 days. The in placr.. Dearing wall design is based on metal roof deck acting as shear deck Provide shop-formed corners, end pieces, .transitions, 1) Pitch all horizontal drains 1/8" feet', minimum. ! to provide supporC at top of wall. .remaining cylinder to be held as spare, and scuppers so all joints are riveted and soldered,. J} All plumbing shall meet the latest approved revi ion of according to SMACNA practices. the standard plumbing code, and work shall be do a in a ' - E) All structural concrete shall be moist cured or an approved spray-on curing - F) Joint sealers; Provide Vulkem 116 elastomeric sealant clean; workmanlike manner. a Z f ~"`°°'~"F°'`E~" ~ _ - shall be a hied to surface immediate) after concrete has it's initial set, ds. f) sPt_IT- FACk c.nu ~ _ _ - PP Y A) Floor's- for expansion and isolation. joints or where abutting - 11) Mechanical TO Mp.TT~N 0[14T - Reinforcing Steel: LDIa TYP. ~ R-19 titbu~ BY M'R. s3 ~ ~ ~ - 0) Roof----------201bs. existing structure. Provide Vulkem.245 for concrete A) Provide (1) in-wall air conditioning :unit: GE or ~ el ~ sidewalk expansion joints: Colors shall match adjacent k :..a.,. zTRu~T. MFS~. A) < All reinforcing steel ASTM A 615, domestic; grade 60, except stirrup.. and ' C) Wind ----------Per Sl Du adc, ~ ties to be rode 40 W.W;F. er ASTM 8 . surfaces or mortar joints. Provide full backer rods, equivalent, 9000. BTU, _ with electric stri heat. r 9 P Al 5 ' B) Contractor to provide shop drawings for all reinforcing in accord with ' typical. Provide condensate drain. to french drain.(T'U'NK -N,I~,~ ~ ''__ii' B)" 'Provide (1) wall fan Penn Breezebuilder ~BBK24 .6000. °V~°' ~ ' Palnri~"D c-MU latest AC1 detailing manual. Architect's a proval rere uisite to S~Str ~ tee)• 8) Door; P P q : 8) Doors and Hardware CFM, 5'BHP, 208 3P with exterior wall Shutt r .and Z~ I~I,Q ' fabrication, Shop drawings shall include sufficient details, section and , , A) , ' notes so that steel placement can proceed accurately and orderly without ' hiZOVln~ 6Y i'fZE.-~NGIN~~fZEID' 1rI11-,S~RU A) Exterior pair 3'0" x 6'8: x I-3J4" steel doors with interior rear screen guard• Control by switch: i - hollow metal frame. Doors shall be thermal insulating, C) All mechanical equipment shall conform to t:he latest ®I N I ~ oN reference to design or other drawings. L~TUf~ M6,~U~ DT~IG. ~Ef D G-60 galvanized. Reinforced steel door prepared for 'approved revision off the standard. mechanical code and ~ D All steel to be tharou hl .cleaned and free from rust o'il etc, and iven 9 Y 9 shall be done in a clean, secure workmanlike manner. ~ r#~~~~ ~ ' ` P hardware listed below. (No manufacturer substitutions). ~ I ~ ~ . _ I one (1) coat of First Grade red oxide paint before delivery. All field 12) Electrical ~ _ - 3pr Hinges F86191 4-1/2 X 4-1/2 NRP US32D ~ ~ , Use all metal conduit ~ ~ welds and abrasions are to be touched u with aint after erection is , P P 0 ~ ~ completed. 1 Astragal ~355A5 I 1 fis A) Conceal conduit in walls where possible. Wlie a not '--_ti,~,~•. 1 Mortise lackset 18-8104-LNH U526D - ' E) Shop drawings required. Show all details, dimensions, member sizes and 1 Flushbolts 4588 260 X 12" possible, run conduit tight against roof deck o walls i ~ i ~ ~ connectors. Approval of shop drawings is prerequisite to fabrication and erection, Shop. Drawings and Calculations to bear signature and seal of a ' in a neat, workmanlike manner. _ ] Threshold 2005AV _ i..l~.. ~~w,~_~... 1 "Perimeter Weatherstripping S88D B) Provide (1) 60A, l10/~ pllA~~ surface ounted ® ~ , ~ _ Florida Registered P.E. ~ electric panel, Square or equal . Circuit io e fisting W f" I ~ : ! is 2 Nald Open ' ~°(,oµG. S.O. 6t. W/ VAPDR , $p.RRl6R. Any Cox(o, w i.p.x W 1.4 2 Silencers distribution panel im electrical room, building B: C r C) Provide (6) 2-Tube z 8 0" long light fixtures as shown: _ B). ' WFJ-DEV wcRE >=A~i~.~~- Steel Roof Deck) B} Overhead rolling door shall be dDU~ SY~T't%1~, ING. Mount to underside of structure Lithonia 6296 with WG1 c~.:~.~.V.;°Qw~, t°~-) TYI'i~ p5-IDa IJY W/~YN~ -I~DcLTC9NGO' , f'iZoV~n~C7 i'R~-1rN~1NC1?iZEp MTi~. STRUGTUt~~ MANU1:, ~ 5 ~ wire guards. Cool white, energy savcng, rapid start , d pALT~N, OHIo• ballasts and bulbs.' ! - I SLI f I;) 1~., i D) Provide (2) wall bracket 'light. fixtures• uality w V ? ~ C) Custom fabricated. gate shall be fabricated as detailed lighting D1-10-G-PLC-22-120-BLK. _ L 1 _ ~ on A1.2. Provideegress hardware and audible alarm E) Provide 20A receptacles, switches, as how . All. ~ ~ R , 4 elnforced Grouted Masonry (R.G,M,1: , connected to building security system: Hinges: as exterior outlets shall be GFl circuited an hpve ' A) Where concrete masonr is shown as "Filled" or "routed" or "RGM" All Y 9 detailed on A1.2 Egress hardware: Von Duprin 8847 EO X waterproof covers, Mount horizontally in 4" smooth , Paddle US26D. Bottom rod only, heavily lubricate. course on exterior of building: ~ 1 I l structural bearing walls), such masonry shall be constructed. as follows: , F) All conductors shall. be ail .copper ~r~o rrP. ' _ - l) Masonry units to be standard wet ht load bearin units rated at 1 000 c~RanE ' 9 g " " 9) Pa PSL (gross area) min. in accord with ASTM C 90, with ty e 5 mortar Pa 9) Painting G) All work shall meet the latest revisions of the n tional ' r Paint surfaces as listed below:. electrical code. iayea up in running Dona. All DIOCKS shall be ,Z cell type A) A) Exposed steel railing, gates, doors, flashing: J ® 2) Where RGM Bond Beams are shown, construct with* ith continuous row of web f N N T^ _ knockout blocks, reinforce as shown, and grout, solid and continuous; Ist coat: Ferrous Metal: synthetic rust inhibiting primer. Zinc-coated metal: Zinc- i cnN`rAc- Use stri s of metal lath below bond beam blocks Between not u Dust Zinc oxide primer "To the best of my knowledge the drawings and the notes att ched hereto comply Drawn E Dd e i i i iri7-r r> P ( lhro gh . grouted vertical cells) to prevent spread of grout below bond beam,, 2nd coat: High, gloss alkyd enamel with the applicable minimum building codes." 3rd coat: High gloss alkyd enamel 3) Where vertical cells are shown reinforced and/or filled, construct with IIIIII cells aligned and adjacent web joints mortared solid to prevent spread Paint colors to match existing building.' of grout too far beyond grouted cell. See Drawing details for column B) Interior CMU: Ist coat: Surface filler (applied evenly to ran R. MudanoA. Reg. #2531 and jamb ties (pieces of galv. Derawall). fill pores) 4) Keep mortar, debris and drippings out of cells to be filled. Minimize quantity of mortar and hold back from inner faces as grout will flow 2nd coat: enamel undercoater 3rd coat: semi-gloss alkyd enamel. J and fill voids._ C) C) Interior,Metal: (Structural steel, etc.) DRAWING LIST 1 3 WALL SECTIO'N Ist coat: Ferrous metal: synthetic rust AEMP - Al.] PLANS AND NOTES AI.2 DETAILS . dl, l SCALE : 1 / 2 ' = 1 ' -0 SI.1 STRUCTURAL DETAILS S01. I SITI= PI-4H r 2!o GA . G,bJ..V, M'fl. ;COPING: NIL. PL A 'MT ~ IL, MTV ..PLA~}~ING Td WoOp ~ TYf? ~Q. t71M. IN ~d• To MA7GH ~X 15T@r. ~1' o . G. • ~~i p.G. LL t~IM REI F OIJQY C-I l.lT E l.- o o . u MA5 WITH I ~a.GH iN I -R1rW GOpiNG "~0 ~'LAS~i1NG c ~ , hGR lr W GOpir` GDU~~S ~-~iLy+KN- d • 2X~j PT. s3LoGKIN6 W /2 o S'' o.G. USE r o • G. USE. NEo~R~,Nlr: yVAS~+E~~? - - - - - - - AN(rHpl2 ~OLT~i 2 -d o.G. • ,Ii GO N'(. Gl.t:ab,'j W f ~AS'TN EK5 11 2.Co fyQ . 6ALY. ~ 12.EINF• M~.SONRY ~~l fyQ. C,ALy. SN~Ei MTI,. FIAT-}WC7 (PTl7.) T.~a 2 is 2"x%k' CONT: TOP ?~,IC----j ~ o h~T ~jl-on d.G . ~ . , , • >''1ZOVIDE:. 1NTE1 Q_ g~~ IfQ2•I PAR • wID~. 1NTE1ZL0(~KJNG GDV~1Z~j ~T J dINTgCT`f p.~ - S L17 FEE LMT D ; P E~INFaRUN~ _I _ Ae ~MOf~'ifi°PaGE G.M, V. Ti u 0 o 0 VF.~EE2,5EE EI,~vA D S . ~ih,~W PACE f1~W PA`7CENE>zh f3Y M'II..STRUGT. MANU'~• N a- - - - - - - - - - - - - • n 0 r n ti.. o ~,u1T~a M~ ~ • • ~ 00 iT~~ PAY M~'AL ~Ji'RUGi'. MA NUF , ~ i • o SPI-IT GF1U _ ~ ' • aNq I~OD'~IN6 ~A~TENHtZs, CONT. TAI°7r M~aTIG N / I f- T5: 2'x2"x%t-' p ~,OD~iN6 t3Y MTL. STRUGT. MANU~'• / i ~ V~'1-IGDL~ ' T01' WALL GAP ~ / ~ / ~ . Go - • ~ / ~ ~ ' , ANUiGIZ 2x2 WERT: IN o D o, ® W4,Lt. EV~I~Y 3'~I~A,Y ' ~ p , SEE l~/51.1 ~ i T5 2"x2"x/~qq--" . t~I~.GONb.'La o • e. • O , - - - - • o a - -~r TT?.. VI. f."I~/tf I. I f / `1.194 n.. nit . ~ Gr l . I FaIZ ti I • 5 5?RUG? U AL W F o• OF PURL-IN ~Ayf1:Nf~5 Vt:frflGaLS -1--~ / ,'~TY~ a~L w~L~s. ~~,'?j•,C g'f MTL. ~TRU~T,M~JJU~ I - o~E~.NEP•i~ 'Tti- t~R I i cuRTAI N Hcob I ~ ~ 9' v . I . I / ~ \TY~ ' ~(((111 ~--5?l,. t~M. B~l1~ND ~Y I I LDIJ1, 'aEAI,AI.I'f I I a r ® I us ~ O~rfS DE~ II ~ r • . • 7 _ 0 AFF ' , it ~ ~ rug • SrL. a-bR I L FULL W.EA'f~4E~5 t P ~uiDE - ASS~M P~>~Y KoT-DIP G~lo crAwIrIIZ1=D ,~a . - -~c_,_ e.~ 1 LONT~ GOL . ONT, (i01- . bEYoND ~ NorES >41 I ~o[z ~ ~ paiNTlNc; ~ ~ ~T.5.2"x2"x y~." GUNT. r3G~wN.irvE~Y' 3 &~Y AT wTT. DAO ~ ro A j ' N V 0 ERHEAD COILIN HEAD G DOOR 2 3 i DOOR HEAD STEEL D~.`I-~iL ~ ~ SUN DECK RAIL N x,A~LE,'. 3 : I'-c~'~ ~.2 Scale 3' = 1'-0' 1.2 A2.1 ' ~ L z _ ® ~,L~ H . F.S . r, O n I ~ 0 ' t~ 5. CO I r~ o>' ~ m 5EE ~ AI MII - ~ SEE ~~AI.2 ~DIZ,GoPIN6 INFo~T(p f3~2 ~3'-8%2° ~'-$%2" 2i' ~ ~ V~,LL_ ~ ro u C' r 1 S~~ ~,Lr~V oN5 3~ . j ~ I 4 - ! r}. I N 2(0 6A. GALS L . L ~ ~ ao ~l0 6 Pik-~G117 M'i' ~l..,a~H 1NG l P`(I7. 2 I L i'IZdV?1~E Ih IZdV?~9E Ihl'~1Zl,O~KIN6 GOV~iZ~? JdIN1'S -~!-i ~Q ,~-r- 'YP. (51Z.~ VbiZlE~ W1~L01'E~ ' Q s°rA~n. s-n.: Fr 3'x 3~ x I/4" rn,LV. STL. TL>P~EI I ~a~~s w/ z~~° TYP F C (Pi'h TO M4TGH i, r I~SvN~Y ANGNC~i ' .I ©rst? ~L,~~ b.l. 1'uRH 6u~k.~EC~ , ©r31? ~Lb.~N1NC~ ANIp PA~">~.NE.RS 7~Y M?l.. Pa4~ivr C.,r+~rir+t'~ i ~~ZUGT. L. C1J F.~l.,D6.) cMU 5~E PLAN FoR • • I , ~fl(UG~f• MA " Size PNti STRUCr. f ' H M. L~Fi ~'~4ME, FIL.I,ED KOO>? 5~'RV~ ,00~ 5~'RUv'(. FaSi ENER~ [3Y MTI,; hTIZUG?.M<tNUF I ~,Yxz p ~ p - FaR R~INFoR•cIN~ • kV R LC( FS M ~~i, _ G ' ~I . ~ 00 ~ >'c Ij ~oo~ ~AsTEN~s ~Nb ~vr`rT. raPJ:. SPuIT- FP~~b cMIJ . . • M~~TIc. MV~~?Ic- 6Y M'1L, yTRUV"f. MANU~. ETElO v~N~E~ ~ ~ . . x ~ ` ~ i .o • t _ - ~ C K G~ ~ _ o.. • e. _ - ~P' N Nt71..~' _ _ _ r ~olyTilyUot,~AN6L-F ~ >Z 1Z001?'pUIZLIN ~Y MTL. _ ~ ' ANA ZT7f ~ M456N - L O o o: •0 ~(R.UG'f, MANUF. - ~uln~ . ANcH R T _ _ _ .chill wITN EPoxY . e , . vh,fRl - - - - ANCHOR. o o ~ E2 - _ I ~ ~ 'r = ~ i ~ ~ u - - • t~ d1 ~ j ~ DT pc~~. , ~7>•2VG?. li ~7>•2VG?. INFO, , • ~E/~,LaNT II I~ x _ UCG PERIME~~h ~ l~. .W~~k ~~s {;I IK ' 1~ T Pi' ~i 2 ITElO - ~ t '~LIbE P~OLTS FIN. FL. 5L4f3 v _ ~3 ~ '',c 'Ix ICa' Gi''11.1'. 1•a/G~l-?'T (3 b G ' ' I ~Q ' i L.1 ~ - SEE. STQUC.T,'>7w~5, • AI. ~ ~ ~ _ C~~T E EVAT I D x.1.2. ' SGAL~~ 3~~- I'-0'~ D ~ OO AMB EXTERIOR ~ AMB OVERHEAD COiIING DOOR ~ I/~I•I .FLASHING DETAIL a DETAIL ~i~e I'~2~' x STRnN6 x 3"LO~ FACE ' °x 2 i ' 3 y'' - o OF ida L L ~.2 A1,2 Scale 3 = 1'-0 " alt , w _ 611 GMI SCALE ; 1' 1 12 • ~ 1' _p ~ 2 4 Z X ~ ~ Z EXISTING GM1J.- ~ GMiJ. ~ ~hIhGE PIN) ~'jj ~ _1~ CUT INTO ~XISTC6, MOIZTLit~JaINT- iAt~JaINT I - - - - l~ qx 5"-0, q? I'i~dV10~ ~Jl-t~ICaN"f TfzUC LINE ~''I~TH~F~, L MlJ u 1 u , x Q-D 2-D I-O 7fzUC LINE I i ~ ( ~ M wasu~e( (r-ns~) ~ Skb.LAN~ P~ALK1r1Z D f~ b F (GOl,O?Z TO I~iG~ MORTAR Cpl L N Ut~j • 'S f,,,l.-. r C~Rov1>7E Fi.iLl. 22 6~4.6aLY. GOUN'TEI'{ ~LA~NG.- ;~LAS~N'G. ~ I l i ~ ' \ 15 3x3K/ ~'AINT~,17 To MA7~H M. U. PEQ I MErE~ M. U, / I i I II II i 6ATErKAM~ ice" V~ 1.4~EAVY Duty ~ NE ~ ~ E ~ ~S W N p~ rat wA~li~ wF-~t~Et~,,T~ZIYPIuG} FAY MTL,Sj~,UU . M~N~F, ~F ~ WD~NE=,lZGi . ~ i it i~ ' i ~ ~ i~ 0 -I CIF`{ DIM• pPi. ('14U1J . WAIL 1b RcbF RANI-IIf~IG ~ it ~j ( \ ~ i -~..%x3%x9 e~ I \ ~ Z.~~ _ ti II i o c,u~~ c~t~.v. PAY M'(L, STRUC( MPS 'I ~ ~ - Ir ~ Co •yi-c~.- r,4,,.~ ar CO 5 I T ~x1sT. NT MA TC ~41'~ AND .a.::- ~~I~~-- - 'i x8 x ~ CpL. ~ ROOF FA57>rNE:fZS BY a M'(t... 5'fRUGY MFR, _ . I I ~ \ \ lJ ~AN~L RIt3 GL.OSURE ~ R~ER to IL'G` y s / ~ LoN4 ~lcnk~ Rap Ity ®Z= ~ "'C~ ~ _ 13Y M'R.:ST';i1GT MFR .I p G1ZaliTEO ELLS ~ ~ ~a._._, q • - • L.; ' • .1 , I - • O••. 1~ I :y, . _ q~ IO~i~ GMU WALL ~ I , 0 O ~ . ~ I._ • DETAIL .DETAIL f . ~ o • • • ~ ~ ~ RDOF(NG 6Y MTL. A C ~ ~ ~ L ~ ~ 97RUG'( MFQ. I I I I 0 ~ I I I H o n~, I sl; >r No1Eg al. f ~E C~ ~4 ~ . • I ' fl, I I No ADIpC,K ACC~56 I I . I 8 PIPS iyZ~, x sTROUC, ~ 0.~ V~:~ ~ LLJ1 ~NSIDEP~11otJS Z ,5 I ~ ~ •I b - ~Ac~ o~ WALL: 3" Lott ~i w ~ ~ • •I • I 4 ~ ExIsT. • 'P~fJI,(F. LUG, Sly ~ . ' ~ ROOF PURLI~I FAY _ , Did - ~ . MTL. 5TK'uGT MFi'. ' I 2 3a. I ~e 3s~n~s ~-!0' o mV q p~Ar~•s I~ i I • 2j1 ~f NOL~ FOB 0 ~ G?!ILIe.__.._ . ~ 17TL. 3 51.1 ~R x 11 1 ~<1.DLOGK Z X2 X ` STKUC(• IN 0 AT 5Tu• A°M. I I. GATE f'RAM~ f ~ - f ~ 1: S. - _ r-ILL lJ/ NON -SN(Z'INK _ - _ sl~~v~ 41ZOU ft 1w I Drawh Date Z%2°u2/znx hod X15-rlg6 GMU AMO - (ve~IFY sIZ~ 4° A?R SPACE f T. I'P.c~t~ ~TTor~ - - E EQ I~oLc TO SOIL f3- L0W X~Xs • ~ 'ort BOTH SI~~S Al DETAIL GATEHINGE DETAIL , EMOVABLE GATE DETAIL ._.I© Slll OVER 4 sr.l F DET~OIL _ HEAD COILl~1G D II LASHING OO 2 SCALE ; 314 ' = V -0 ' AI. aI,2 - ~ 1.2 SCALE ; j 112• ® r p• f 2 DETAILS ~1~ I, z SCALE : 3>" = 1 -0~' I v i ( -4TP 1 p D r cMu w/ctzou7 ~ _ ~o•q o i D a 7Yf? • ~ I t. I. - M D p .o 5 E,~GN TYP. K.D.Bt ~ i " 1'-0" o ~ ' . I J' 70 ~OIC(•1 TiE W/ ) G"~ 3/`~_I•CwiKAMGNORS a AT ?ot~ • • To yvpr'alz l Gxls-r~ c.M.v. a~ o N . • G LUM 'p% .i.' n~ • ~ ANGLE n. 9'- 2"Tai' 7~M. I ~ j ~2"KbIx~2"1NirLnp-. - - - _ . I 1, ~ I f ~ e. STRQI°5 • I , ' I r • X10 ~e, e V,ARa~`~ ~ - - - - - - , • t~~„~M, f~Y MTL. 5T UGT M~R.~ WEIN TO, ~(-D OG. WFLP ~-ATF_` UK'E To ~C1~1TC~.Gb , e., - " 4 ~ ~ ~ a ~ = .5x3 x 5 fG P~I';LIN Nbc~hEiZGi ~ „ GC~LUMN. ?•ca as ~ ~ ~ ~ °lil=1° b~ 4~E~. 7KU . ("IDcNU'~ ,0.8M. _ . . • ihY MTI-. ~ GT - - - . ~ _ ` .'4 U ® ( P , P , I~Itovlpti ~M~t7- /2~~ t;PoxY e.~•lotZh ~Y U LINTS ~ _ _ _ ~ U1ZLI M1L. hTKUf~"f. M/aNUE e:: 1000 Y (ad,~AGI'[Y coNG. (,dL. P1QO% > - M.sIT ~aI`;P - NAN6~R5 h .d .d 4 BFI DI ~1fRAf P ~ , off. OR G GM U PILL q ~ Y, ~ Q'~ ' o f. ~~1571h{~ ~l.K. orb, . -fig GOL! ED W abNG.AT p + ~1f'~C L _ I Y, ~ caNPl. T Y . _ Gb .GOL. •°p ~ Mbho ~ ~ ,~,f1. ; , . _ To ~xfsT. cam. . n;Jp N~ L.1N 1:L " pN ~OTN ~ - - - - _ coL• .~j ~l~l ~si~~~ii h>:ho. D J . p l I a~. •~~I.~.u d ~x l IN4 ~ p :I IN4 ~ _ caN~. cot:- ~Nc. cot:- . ~ ~ .JOIST CONNECTION: 3 BEAM CONNECTION DETAIL R DOORS EL OVE .2 z LINT , 3~AL2 L ~ PARALLEL TO WALL . ~ ( 7Qi . m ~ - SCALE : 1 17 2 ' m 1, -0. S- I .I SCALE : 1 1 / 2 ' 4LE : 1 1 /2 ' = 1 ' -0 ' STLI (I~d,l.2 SCALE : 1 112 ' m t' -0' N a ~ . ; S-L1 SCALE:11/2 1 0 5-1.1 w vt ~ p ° _ M ~-p~~ ; w ~ ~ u1 ~ @ 2. y4r^ ~ ~ r ~t----= A~-tt~tT~-D, LiAl,1! , ~Pt, i1'- Fb~GE .&Nr7 u ze, x z„ X y ~ L., x z„ X y~,r, Prp SAG G M LJ , o s'~'Rt~il t.t~4 5'TRtic,T • , i ~ GoNT . STL, cm: Q~c.PCa• # , .a , G. wITN 5 iN t:u(,~Y c~Ou?ED , ST s a. - 4 _ ' x IN ' i VA DID 6p,tZt~IE.R G~t~L.S 4t-v U•U• ~ I ~ coR~ ~P`RtLL ~ ® L. ` >'R t t. ~ ~ Li JL~lZ'~.TYY . , .p . GONG. GO ~e.. ( .n ~ ~ . o c..at~ o. d ustaT '.~R. t N • vt Ro u-rC-p o . 3 . bI P •q p -~I # L L ~U~~~ C-tRdu~"t'+~ SLI ~ ~ ~ Q- 1 n ~U L `c 7 b G+~.LS ~ 4'-ci' c Q , fo k (o ~ W 1, ct- K 1•d.1.4 h! W F • T i~t- Ro ~..t ca Ho t. C' 4'-ci' o. c.~~. b oa C7F h+P~Lu Fk7 ~T t. ~ C-tT 1-F ` AIR. a ~ a. D ~ 3 (~'-~j' O.C. e Z' Q" 2'-a' o.G. 44 'G. D.pURUNrv `J ~ 5f'ACE' x --a---x wn~ . r I- pn ` ~ ~ ~ 51.I _ 2 Q ~ 2 - ~ I 5 Ga n'rt r~4ou s - p Go kTl Tt u o~ 5 M u o.i s r1~n, _ t.,A3-i<~., - 51,! ~ 51. I a UA~w -o(L Ca•R ~ a C ~ -oR Ca~i~+`R' S~ ~ Z t ~ ~vREPc~ ©uT FAc~e aF PSI"' r+oN v Qo~rre ANCHOP. NSW crt won uows c`zos5 C,MU T6 ~'K. col.. I-#5 IN 4 ~ 6t..ocK A~Lt..... 3 #S LonTIH~ ouT c~Ll t,+ ~jGG 7/ ~ I.1 Fo?~ hDnN • N,~TE~-~ GK ED e ~j ~ ~ SAW cU~T _ ~ 4 1 _ , . • , ExIST SOA~~ p. 7,0• t°UKLiN6 ~ z N r Z . • ` - (4LI(~N 1'-AfiE 01= WALL, s . ~ • ic.~" A . o , p ',a W~~olvrl~ot, JO?NT )N . ;a ~XIS1"ING G.M.U. o • ~ °Z e•~. ' a ~ o • D d 4 • e ~c • 0 W o ~ . N a. ~ •q Z -v' ~ 3 G~ ;'~o' c~. c• 3 ~ ~ n A . , ' i u 2 E ~ N DE K S CTION THRU SU C ~ 24-a 24-U 12-0 NEW TO EXISTING sl. RETA N ( INI G WALL ~ NN. DETAIL ~ 9 WALL CO ~ Sl.l FOOTING s ~ TYPICAh. WALL . ~ - - SCALE : 1 1 12 ' = 1' -0 ' S-J.( 5~5(.I SCALE 3 /4 = _ 0 5-(.I SCALE.1112" 1' 0' S (.I , f Z " • ~ ro Q t 8 ROOF FRAMING PLAN S-I.I SCALE :118 ' = 1 ' -0 ' e! Y 6 ;~~xISTWC~ ~14.LL 6 ~xlsll'~ ~fItiJC, G . ~xisTING ~T1NGs - ~ - - I-- - --,,r' , - - - - - -r ~ ~ e ~a~. I - =Z ~ z ~ ~ ~ of ~I . - - -1- _ b, _ _ I - I . ~ ~ ~ rn~ e ~fl -6 f _I - ~ i ~ e _ I I ou+~Uf' I ~ ~ I ~ ~-uls. I . I Kis _ _ ~ ~ TI ~ I ~ 1.~ ~ ~ ~ r ` c ~ ® ~ r a COtJC. col,. l~ Ov~~ vA~o~ I f ~ -~KIS1. CANC.. _ ~ ~ # ~ 3-~ x36 Xl-4 CLn-'c coL. ~ paU~ I WaLC WaLC (4) 5 v~~j. ~>'I~I' l~/~x~, . = ~ .I ~1G~ ~1-#51..W. ~ Q. fed ; ~ ~ ` t z ~ #3 ~ 8-0 o.c. ~ W I.4 u w1.4 ~ TYP. ~ ~Tj°P#~~ Bow:.'(oP l,~ ~ ~ N hl oo I N ~ TIGNT AGAlr~ls~ I E ~ T ~ ~ t ExIs7. ~ S~l= 1/si.l ~ 1 - ~ I . ~ ~ o; ~ I ter. cn ~ ~ ~ i n ~ ~ ~ J_ I • 24_p ?~!-o' ~ ; 13'_4. a V ~ ~ II - Q0 •I ~ "Z ~nS" ' I i I ~ or~ II I f I - - - - I I r ~T I % 5 y sl: ~ i 'fYP ~~XITI~tG ' J c ~ I(~w l ~ CoIJ[. 1561 (144-2 8 48 4 8 Olt 8 o 2 z -o x Io' l.~/ 1K 7im. fjR uT Drawn Date (3~ ~ 5 GONj - - #3 CO All cPUS, r- Tel,. 3~ 5 E.W. DOT ~oK' txT~NT vF 51~~ # 5 G~ NT~kZ ~P I N ANP GLo~, TYP FOUNDATION PLAN c.LLL- PILLL-D WITH Gf~!oUT TYP a S-Ia SCALE ; 1 18 1 ' -0 " 4~.. j ' • A==E Z . y • on~n~; R 6 Zonln nn di CI TY N1 L 'l i { ~ I fi`t' , • A trert of land lying within Cho Nnrthw^.sk 1// bt Sactian 7, , M' M ~ arl•r u "1 xai •-rill Tornthlp 29 South, Rangtr IA Past""„ Clcn run tot, Ri nellaa. County, 1 " - SI^~p~ 'q'1,1 gr.+r;M6 t~~~ Plorido Ond being more pnrticnLttly d~scrlhed ae follower ? lapt4• ~ r., Ctmlmence at the Nnrll,wn"t rnrnrr M snld ^~rklon 7; thence r, l~'•~a •„I,y ri'! r , ~ ~ „ S. 89'35'30' E., along the Nnrlh line of r,he Norkhweat 1M FHA. " S 8~e 35 50 E 390.0: ® ® t ~11, 1 ;I~f 'nl~?-l~.~w I,•, 1 ,I~''„" I~ of said Secaion T, for 5i.U0 feet to thn Rest right-of-way J ~,f line of Dalcher Rondt th~ncs S. 00"OA'SI" E„ along said Rnet , ® S 89 3S SO E 22.65 ~ ® ~ , t '1~-..~t 7~ 1 ~ ry •'til~ ;,"ii„'; wn 'tip ' right-of-ray lint and along i `lyinn being SS.00 feet Fast of r,._. 1, s POUIT: ,r~~~ nnrl parallel to the West.)ilh of thel;orthweat 1/1 at said _j.•.+r! c Section ,l, aeae oleo being 'the bearing hnala of this descrtp- ~ ® S3 ® " ? ® ` 3 47 34.E .10.60'! ~ ( t a e '~IJf tlon, fnr, 1A0.50 feet to the soukhweat corner of that property 2 ~ ILG,P, ® 1 1 10.60', ~ ~ t~nf.•-~ .1i~~; d~acrllred 1n O.R. Rook 6NT;on page lAi9 and being th® PO1NT ~ 1 ® , ; ~ f •~~~I'~ ;qa 6 ~ (IP REG111NR1G; Ih~nea 5. E993S'S0' E., along tba South 1in~ ,,,~~AAI ~.Y 000 of eafd properly, and aloe aline IAO./1 Poet South of and ! ~ ~ , ~ i"v a,l,, parallel In the Nnrth lino of nairl flnrFhwest 1/4, fnr190.01 ? ' Z` *GrM~I~~~~ ~f~?~,~,1~. feet ~0 16.•r^nhr u(n snutlary mnnhnl4; thMlrn ~nnrln~ie t ~ q b. A9 ]S. •U R., along anulpnrnllcl loin, (,;r212.R5 feet k ® ® ~ A? ~ re„D.ae ~ 'tPO~'D ••"~l/o t~C to the cent.r.rline bI a creek; thence Southeasterly approximately 1 Il a+rdMr~i ?ati x "'~tq MA, a $ B50 feet alnuq said cent~rlinc, eanla else Ixing the westerly I ~ ' ` w s® _I 9 N n:. e ~ ~ CNANN o . ~ A . t • ~ hie. W ~ C~,urIlNf RG j IxwnrU of that certain property deseribcJ in O.R. Dook Sb51,' xwrrlt •••••l !~4sa x* ~h ,n ^ , - N•' ,1. an page 1D12, tba following nine i9) roursea being used for "'4* tilosure purposes' II) thence 11"41'31• E., for 10.60 feet.;: ° . . , ® ~l ~ti 131 thence t 30"Ii'I]' E., 119.SU fend 131 thmlce b.01'02'1I"E., ""~,;~1 ~a h~'1 -~N-~. ~ ~ , u (or 100,11 fnat~ 11? thence 5. 26•11'DI' E., Ior 12.96 feet; t 60' r.o.w Y A GR OUND _ ® ~ " 1~ ? ;-rte 6,y~ " ' ' lS) thrnre N.B] li'SI'E., for 3].T0 [eats 161 thence G . , , P~' r;n rrrtM• 5.65'5]'11 R., fpr 50.0/ feet; J1) thence 5.51"51'17"E., for ' / ~ J h• L~6 liua d 116.10 teat (Rl thence 5.17'li'36"E., for 199.71 facts 191 ? , ® ~ ~ Sl DA[M"•' fi 111wDK, ~ thence b,7!'S3'17"P.'., for 93.99 feet! thence leaving sold creek I Si0 n n uuvro ar centerline, S. A9'76'10' E., for 95.00 feet to the perpendicular ~ ~ I _ i , ii O. a, f . 11 1011101 • ~ intersection with the Gat line of the Northwest 1/1 0[ the - A~° ~ r1./M. ell Northwest 1N of void Section 7; thence 3,00'23'50 N., nlonn r ® ' 'CHA N L'® C k n N. ~ ¦ 1 MM k~kD said Enet liner tor, ]I1.91 feet to tIK Soutfieost corner of the ~ C IMR_ a-' Y ~ SIDEWALK, a ~ ~ _ _ 1 _ t • ,MrRll mA°~ _a_ i Northwest I/1 of tM Nnrthwest l/~ of said Section 7t thence 11..~~ ~ -P- N:R9'11'07 N„ 'along the South line of the Northwest 1/1 of ~ u a .O e 0~0 _ o YY ~ ~ CUIi 10 the Northwest l/1 of Bald Section 7, [oc 272.b1 feet to a point I ~ trrw r„n•», r+ on the narthea,htarlp tight=o[-way line of.''a 60.00 foot Senbonrd ! M S S j Nwn ~ - ry ¦wl,at l1Uxlllr . ~1WW/ al ~ ~ i ` D~EeI\e Itlga _ Coaat hlno,Anilroad right-of-wny; thence N, 72 15'16"N„ along ~ raid noriheaeterly line, for lOD5.10 feet to the East right-of-way t- - 1 ~ 1 C] ~ 1 ,MITIGATION. o 1 line o[ Oele6er Roads thence N.DD'01'S1•N., along said East ~ 'N line and"along a tine 55.00 feet Pest of and parallel to the ~ , ~ c 1 t ~ ~ : N.et linn~o[ the North~est l/1 ut said Section 1, for SJ9.I7 ~ ' EASEEN 1 ~ T ( ~ , ? ~ 1 ' r feet to the I'O1N7`DR DEGINNIN& ' ~ COMLAJi11N0_t.r,]a, ~Cet1, MOR[.Ot lttt. ~ f i w _ ~ ~0 i ~ - - . 1 L~mlte In ustna 1 u 1 I ~ i % I SIG ~ 1 NOTE: All ro~dways,~ ~ ~uildings, utilitie ,easements, etE. shown are', _ ~ n iv 1 Zoni ~ o ` . existing unless specifically noted as "Proposed." ~ ~ _ ~ I - Q ~ Information ~~1.this site plan obtained from Revised Final, E SIDEWALK' ~ ~ t ~ ~ . .H. 2 . 1 san as~m ra Site F'I~n re awed b Cumbe ~ Fair Ins. eonsultin 'v' / ~ t s 36 ~T . o I i t ~ ~ ® ? r :42.g~,r engine.,rs dated 8/25/89, Cert'f oed and filed by Ctty of; N a~• s~ ~ , 43.96, f N 83 •1Y 51"E 33.70' i I 1 ~ ~2 s ` N s~ ~z b:...:~, \ .Clearwater: 'on Oetobe~ 3, 1989, ~ i I ® ~ ~ ~ ~ ~ S 65 ' S~ 11"~~so.og AfI exiStin drains a att~rns to rim ' ~ ' ~ ~ 3 g g p ainr 'to function as \ ortgmally designed. l - ~ PLAYLNG FIEt.D S 1 ~ ~ ~ ~ • Z)~ fi,. _ .__..____j ~t ~ .o ~ S 54 52' 27 E~®®146.4Q~) I. ~ 3 ~ , / R . I ~ ~ «ICa cREE~®. ~o I ~ . ` ' z ° v ~r ~ 'v -r--•-~---~ - , I y ,Z m . ~ ~ ~ ? i ~ ~._.,..__+---~--_-a ~ SIDEWAL r Y , ® T I ~ ~ \ Sale: 1" = 5 0' = o" ~ 8 p ? i L. ~ d l 6 W ~ ~ N R ~~1.H.#4 x,199.7$ ? I ~ ~ ~ r ~ ~q ( i, ~ r b ..,.!r;:,: ~ a h~j ~ _ ~ ~ • - I h ~ ~ ry ~ 1 rte' H i H. ~ - ~ , - - 8.• w Mkt sy ti : ~ h ~ k ? ~ E ZOf~lll~~ , I(o ~ ~MtK L ti ~ 0 VIU \ ~ ~i ~ , ( , ~ i I ~ k1 ~ ? ] ~ Sia se C n \ i n ~ \ ~ ~ E ~ ® ~ ~ ~ u R ? ? 3' 47"~ r . ~ € \ ~ Q. 93•Qg' S 89 38' 10"E, 95.00' ~ ~ ~ sari Basemen ® ~ `v ~ y M.H. 7 ~l ~ ,'-~~--~-W ~ SID ALK ~ N, E l~ f~ E ' y ~ Tyo ~ e'` ~V k. F 1 ~ ~ ~ Ir ; 0 I ~ ~ ~ :.t _ ~ / ~ ~ e' S Mande B ` ~ 1~~ • \ I E I \ \ ' ' Certified as a tnie artd correc6copy. On August 23,1996 ~ G ~ E X I STt NG BU1L DI N f y", tite Development Review Couunittee approved in review f,' ' / ~ ~ ~fm. flr. 43.0 C G ~ 1:' r ~ ~ fat ~ . _ f ~ a minor amendment to iuidre ceitification of the site plan } i ~ for The Long'-Center to cspandtheir parking in a rivo ~ • ~:.F H i phase develo{finenfeffoi t.. ` . , i ` ; j ~ tartness my hand tlae sGtl of the Davdjopment Code i • ~ ~ i a, ~Q1 Q . Adwr i rator of t; ~i't of Cl~m~aatu Florida on this Q ~~'d of ,fit" ~ y 996 , ~ ~ \ I ~ r. . 8k ~ R i oordui or, Cenira Pen "tiiig ni nryLlf 1 13 d. ~ _ a q i--•-•--- Re-certification is sulrjecCto flic f Il~t~tg:' ~ ~a 8 • I ! ~ r . l t~~ ~ ~ ~ 1) Drainage calb~at~bns are .ta%be provided to I \ ~ ~ ` C I ~ - Engiueerivgpriorto the issuaiic~ of building pemnts.. i j O h N 0 ~ I ~ ~ ~ ~ This re-cetdified site Ian is still sub'ect to all ~ V p ~ ~ T ~ 1 d ESCHO ~ \ ! previous wtsatisficd conditions of the orighrally ~ 9 ccrlified site plan mul of a0 subsequent re- a 9 ~YGRO D °o lt" sEiwe C ~ cerlificatlons. i t ~ J ,M, 6 N i .1 r-? ' N 7 f F ~0 `s ® • i ~ A Z®n ; ~ 24" R .t.t. ,t ~fYy a ~ ` i I PiJBLIC, SEt~Q-PUBLIC ZONitVG ~6,• ~ ® i NOTE:. onl n r i , y umbers in bold type are revised from Final S{,.p Plan previously filed. TOTAL COMPOSITE PARKING REQUIRED BY CODE. R.~ ~ i ; S FT ACRES PERCENT ~ OFFICE. SPACE = 20,750 SF @ 4.5 SPACES .PER 1000 SF 4 SP i ~ GROSS LAND AREA 687,377 15.78' 1001 9 ACES ~ PERIMETER GREEN WAREHOUSE STORAGE _ _ ~ SPACE 131,187 3.01 19x / 22,392 SP @ 1 SPACE PER 1500 SF 15 SPACES , r ~ 1 ; ® ~ M INTERIOR GREEN SPACE 42,228* 0.97 b~ CLASSROOM = 20 EMPLOYEES + 32 EXTRA SPACES 2 P 'E ~ ~ ~ W OVERFLOW GRASS PARKING ~rloo ,p 7Z 5 S A~ S I~ ~ ~ MANUFACTURING = 11 1 ~_i___ 50 SF @ 1 SPACE PER 400 SF 43 SPACES ~ BUILDING DATA: RECREATIONAL SPACE = 5b,980 SF @ 2 SPACES PER 1000 SF = 114 SPACES ~ i E ! 1st FLOOR i_.__..~. i 1o2,9za • ~ 58"xql" H.E.R.C,.p. 1 ~ I i ( ~ 2nd FLOOR 45,000 l TOTAL = 318 SPACES ~ ' ~ e=~Z?Z O Al, DENOTES' ADDITIONAL T T 147,928 22I iTIONAI AREA PHASE 1 ~ " N ~ ~ ~ Z j ' PARKING LOT AREA PHASI I EXISTING PR OP05ED PROPOSED N 89 44' O7 W 232.83" 1 ~ i FLOOR AREA BREAKDOWN PERCENTAGE OF TOTAL SF PARKING SPACES PROVIDED. PHASE 1 PARKING PROVIDED: DITIOI JRE ADDITIONAL \ \ ; W W, ~ m^~ .~b ADMINISTRATION PHASE 2 PARKING PROVIDED: DENOTES FUTURE AD 52,428. 35x ZZ'7PAVED SPACES 263 PAVED S PARKING LOT AREA PHAS PACES 310 PAVED SPACES ' EDUCATION b TRAINING 41,000. 28x AREA PHASE2 ~ tar ~ RECREATION.FACILITIES 5;,500 3 /Z PAVED DISABLED SPACES 14 PAVED DI5 7X ABLED SPACES 14 PAVED DISABLED SPACES TOTAL 14't,928 100x. 4~ GRASS PARKING SPACES 47 GRASS PARKING SPACES O GRASS PARKING SPACES ~ , , . c I ' ~ TOTAL GREEN SPACE:.. 85 39Q,o9b q• 06 57fo OVERFLOW GRASS PARKING SPACES 68 OVERFLOW GRASS SPACES 68 OVERFLOW GRASS SPACES , ~ , , i 35c TOTAL PARKING SPACES PROVIDED 392 TOTAL. SPACES: P ROVIDED 392 TOTAL SPACES PROVIDED IMPERVIOUS. AREA neto_4`fA is -1~, . -1-1 V r ' 87% OF FRONT YARD OPEN SPACE 35' NOTE: This site an indicates no isolated' wetlands lrom FOR ADDITIONAL PARKING BLDG HEIGHT apart designated detention nds. MAX 38 Po * LOT AREA ONLY PARKING r ENGINEER; rd e a (3" OF PAVED AREA) NOTE: NEW BUILDING AREAS: CUM"EY 'ft FAlm"'h SUNDECK (OPEN) 2a480 SP MAINT. ROOM (ENCLOSED) 928 SF CONSULTING CIVIL ENGINEERS °z I MAINT Date " Octavio Cabrera P.E. . AREAS (OPEN) 464 SF abrera, P.E. #14663 2463 ENTERPRISE ROAD, CLEARWATER, FLORIDA 34623 m 0 Florida Registered En9ii gistered Engineer CLEARWATER 797-8982 / TAMPA 223-4333