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2575 GULF TO BAY BLVD�t, , s l .. CITY OF CLEARWATER - PLANNING & DEVI '2575 GULF TO BAY BLVD , TREE REMOVAL PERMII BCP2010 -11171 PARKING LOT RESTORATION SAMS CLUB PARKING LOT NAME OF OWNER Sam's East, Inc . Zoning: Atlas #: 2996 SITEADDRESS .2575 GulftoBay Blvd. Clearwater, FL_33765 02 Construction PHONE 479-204-2923 •$ee "A° below OWNER'S ADDRESS 2 001 SE 10 St., Bentonville, AR 72716 U Hazardous LOCATION OFTREE(S) ON LOT Please see construction dwcrs . U Declining SPECIES AND NUMBER OFTREE(S) Please see construction dwcfs . U Dead /5.Y trees are being replaced by 32 Trees U Other (Specify) TO APPLICANT: A non - refundable fee of $15.00 for up to five trees to be removed, plus $3.00 for every tree above 5 to be removed is required. Fee Recd. $ Dqte A) CONSTRUCTION 1. For new construction, additions or other modifications of a property which involve the removal of a protected tree(s), a site plan is required. This site plan must have a minimum scale of 1 " =20' for single family lots, or 1 " =50' for all others. The site plan must include: a. Major Changes of Grade f. Proposed Number of Parking Spaces j. All Protected Trees Including: b. Structure Locations g. Proposed Underground Utilities (I.) Diameter of 4.5' above grade (DBH) c, Driveways and Walks h. Zoning Setbacks (IQ Surveyed Location d. Parking Arrangement i. All easements and Rights -of -Way (iii.) Species e. Required Number of Parking Spaces (iv.) Diseased or Insect Infested Trees k. Tree Barricade Detail & Locations 2. Protective barriers are required around all trees remaining on site during construction. These barricades must remain intact during construction. The barriers must meet City Specifications. B) REPLACEMENTS 1. Tree replacement minimum standards: 10' overall height, 2.5" caliper, Florida Grade #1. See Inspectors note below to D determine the number of replacement trees required. Replacements required within 30 days. (nn I hereby certify that as property owner or as representative of the property owner, I have verified that the tree(s) sought T D to be removed Is n property owned by the above - identified property owner, and should it be determined that m the tree(s) are loholly or partially on property owned by some other person, then, I agree to hold the City of Clearwater harm) claim made for wrongful removal of such tree(s). I hereby certify that this application together 71any i�a'on f ail cr cts inn WITh any plan55U U tiue repiCsei iiunvi -fail facts ioi �Cci i m ,y .i o i ,..,r,..,,........... ...... from the permi nder it null and void and be considered a violation of the Community Development Code. Jerry Compton, Creech Engineers, _Inc Signatur of o ner or applicant Printed Name 729 S. Federal Hwy, Suite 222 Sam's East, Inc. Address I Agency Representing OCL # Stuart FL 34994 772- 283 -1413 772 - 220 -7881 City State Zip Phone /Cell Fax DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manager or his Designated Agent / Inspector's Comments: ✓"`^' Applicable Code Section: 3- 12�. Based on the Inspector's comments and information submitted, the above removal application is: ❑ Approved as Submitted Approved- Modified as Noted Above U Denied -wed: lty Date: Z 1-4,7_ o lt I mun velopmen Coordinator or Designee /Inspector Valid for ix months from the date of issuance. r ,%- , - J --mznt IZAwt- c V.1h i - Anniirnnt Rev, 2-03 LL Planning and Development & Neighborhood Services � Clearwater 100 S. Myrtle Avenue, Suite 210 Clearwater, FL 33756 _ Telephone: (727) 562 -4567 Fame (727) 562 -4576 U www. myclea NVatPr_cnm APPLICATION FOR LAND CLEARING & GRUBBING PERMIT o Co ->, N n A non - refundable filing fee of $10.00 Is required. DATE 1n n z -a -4 Permit is applicable for 6 months from date of approval. RECEIPT NO. _ c O O ^^ W r- 0 V♦ In accordance with the Community Development Code, I hereby apply for permit to land clear and /or grub the o -i O C property described below: A ;12., r 1. 2. Location of Property: 2575 Gulf to Bay Blvd. , Project Name: Sam's Club of Clearwater Clearwater, FL 34625 Z O ail o D -4 0 3. Purpose of clearing and /or grubbing: ❑ New Construction M Demolition ❑Tank Removal ❑Other p Z (1) 4. General description of existing vegetation, topography, and surface water (including all existing and /or D proposed ditches, canals, and swales) The existing site is primarily impervious, sloping a way from the property lines into inlets. CU 5. Proposed method of debris disposal Trucked to an a pproved dump site. N CD 0° r < 6. Tentative date to begin work February, 2011 v 7. Proposed method of soil erosion control Silt Dike / Silt Fence / Inlet protectioi. Please see the Erosion Control Plans located within the Building Permit Package 8. ❑ No -Tree Verification Required U Tree Removal Permit Required I AM AWARE AND UN E STAND THE REQUIREMENT OF SECTION 52.08, CITY CODE OF ORDINANCES DCr'- ADn11\Ir_ -rDCC Cf -rinki DI IDInI(_ r`rIAICTDI Ir` -rinKI AKIn ADTIr`1 C Z r11\ /1Q1nKI 7 !lC -rUC r`r'%KAt1AI InIM \L \A/"'\I \VIIY\..1 11 -�x 1 \ I LV 1 IVI• VI \IIV\A VVIYV 11 \VV I -IN !l _ l 1 \ I IV LL \/, VI V IVIVI'I / VI I I IL VVIVIIVIVIVI I 1 DEVELOPMENT CfbD REGARDING EROSION AND SILTATION CONTROL. Signature of Ownef or Vice President Printed Name jZ.A. qo� 33q qx( 729 S. Federal Hwy., Suite 222 Address Stuart FL 34994 City State Zip Code Creech Engineers, Inc. Representative's Firm 772 - 283 -1413 772- 220 -7881 Telephone Fax Applicant must include Aerial Photograph or Scaled Site Plan showing property boundaries and limits of work. This is NOT a Tree Removal Permit. Please see the Site Plan within the Building Permit Package. DO NOT WRITE BELOW THIS LINE Based on the above comments and information ubmitted, the above clearing & grubbing application is: ❑ Approved As Submitted XLApproved - Modified As Noted Above ❑ Denied Signed: Date: City Manage or Desi ee I�� n `4 ITEi,,,�� Planning Department CITY OF CLEARWATER MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 Telephone (727) 562 -4720 Fax (727) 562 -4735 Compliance Notice WAL -MART STORES INC ATTN PROPERTY TAX DEPT PO BOX 8050 MS 0555 BENTONVILLE, AR 72712 RE: 2575 GULF TO BAY BLVD Dear Property Owner: CDC2008 -02085 The City of Clearwater Planning Department has done a re- inspection at the above address and has found the property is in compliance of the following City code: Section of City Code violated: 3- 12041. Facts behind violation: * *DEAD, DECLINING, MISSING AND DISEASED PLANT MATERIAL ** shall be replaced with healthy material of s' _ ilar type in keeping with the landscaping requirements at the time of original planting an��accorda with he approved landscape Ian. 1 Inspector Ski ature DATE MAILED: 12/31/2008 INSPECTOR: Matthew Anderson INSPECTOR TELEPHONE: 562- 4567xt2504 r: \Forms \CDC_Compliance - Tree.rpt L; 1 AAJ,14ji To: Matthew Anderson Fax No: 727 -562 -4576 From: Dan Southwick Ref: Clearwater Sam's Club Date: 11/5/08 Direct Tel: 805 - 256 -3104 Fax No: 805- 256 -3101 No. Pages: 2 Subject: Work Order for Landscape Work to be completed ❑ Urgent ❑ For Review ❑ Please Comment • Comments: lusm, TRANSFIELO SERVICES GROUP 260 Maple Ct. Suite 210 Ventura, CA 93003 USA T: +1 800.376.2002 F: + 1 805.256.3101 tafww.Usmservices.com ❑ Please Reply ❑ Please Recycle Matt, Here is the work order you requested. The irrigation work should be complete this week. I am hoping to have the new landscape installed and completed no later than the second week of December. I will let you know, Thank you for your patience. Please give me a call or email should you need anything. Thanks, r Dan Southwick Account Manager USM Ventura southwickd @usmservices, com t �f JIM ,01-53 w, S �l.�.r��L.l�.i3i,'s -:'f7.a' L--21 C� CL EAR11VXFEF3 I Partners for Change I We lead the way I We do what's right I We care for each other I We take responsibility This facsimile is Intended only for the addrosssa(s) end contains information which IA confideMlal and subject to LIAM nopyrlght. It you are not thn intended recipient of this facsimile, please cmmart the writer irnrnediately on tho number above. deeLroy the facsimilo and do not disolone the contonts of this fecalmile to any olhm person. EwRpt as required by law, USM does not represent, warrant or guarantee that the integrity of the information In this facsimile has been maintained or that the information in this taealwile is free of errors. 2 , Z : a6 ed 9ZSt729SZ2ZT6 : 01 : WO J-J 9S : t70 8002- 90 -00P11 DaystarUSA 6q Work Order # 1445478 0 Scheduled Date: 09/26/08 AS D FLING IVR 443 Store #- WMA006420 Service Address Name: WALMART Address; 2575 GULF TO SAY BLVD City, State, Zip: CLEARWATER, FL 33765 -4 Phone: (727) 791 -8081 Job Description Landscape enhancement Item EXTRA WORK Service Provider Name: Daystar -USA, Inc„ Address: 260 Maple Court Suite 210 City, State, Zip: Ventura, CA 93003 Phone: (800) 376 -2002 FAX- (805) 256 -3151 CJt Notes 1.00 Wt, X, X�� t� C Instructions: 1) Upon completion of work, please see store manager on duty and get signature. 2) Call Daystar -USA work completion hotline at (800) 788 -2014 and follow instructions to report work completed. Note: The Work Order # and your ID# are listed at the top of this page. Comments: Work Performed By: Date Work Performed Customer Signature: INCLUDE COPY OF THIS SIGNED WORK ORDER WITH INVOICE 212 :a6Pd 9ZSt,29SZ2ZT6:01 :woad 9S *0 8002- 90 -nON � }ttt i Planning Department CITY OF CLEARWATER MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 Telephone (727) 562 -4720 Fax (727) 562 -4735 WAL -MART STORES INC ATTN PROPERTY TAX DEPT PO BOX 8050 MS 0555 BENTONVILLE, AR 72712 RE: 2575 GULF TO BAY BLVD Dear Property Owner: Courtesy Notice CDC2008 -02085 The City of Clearwater Planning Department has done an inspection at the above address and has found the property is in violation of the following City code: Section of City Code violated: 3- 12041. Facts behind violation: " *DEAD, DECLINING, MISSING AND DISEASED PLANT MATERIAL"* shall be replaced with healthy material of similar type in keeping with the landscaping requirements at the time of original planting and in accordance with the approved landscape plan. Specifically, To be in Compliance with Section 3 -1204 you must Replace the missing and dead Lirope Aztec Gold, Minima Jasmine, and perimeter hedge in the West perimeter landscaping bed. Replace missing and dead Saw Palmetto, Minima Jasmine, and Dwarf Fakahatchee Grass in the long interior island along the west side of the building adjacent to the tire center. Replace missing and dead Minima Jasmine, Viburnum bushes, and Lirope in the landscaping bed along the Southwest side of building. Also need to replace 1 Slash Pine with a Florida Grade #1 Slash Pine tree and 1 Weeping Yaupon tree with a Florida Grade #1 Weeping Yaupon tree along the Southwest wall of the building. Replace dead and missing Viburnum bushes along th South wall of the building. Replace missing and edead Simpson Stopper and Viburnum along entrance of frontage road to U.S. 19. Replace dead and missing Vinurnum and Lirope in Landscaping bed along West side of the retention pond. Replace missing and dead missing and dead Minima Jasmine, Lirope, Aztec Gold, and Viburnum in island on West side of Gas Pumps. Replace missing and dead Ixora, Minima Jasmine, and 1 Winged Elm with a Florida Grade #1 in landscaping bed on East wall of building. Replace 1 Live Oak with Florida Grade #1 also missing and dead Lirope, Minima Jasmine and Indian Hawthorne in the interior islands in main parking lot. Replace missing and dead Lirope, Minima Jasmine, and Lirope Aztec Gold in Landscaping beds bordering Dunkin Donuts. Replace Lirope, Lirope Aztec Gold, Viburnum, and Minima Jasmine in Landscaping bed along Gulf to Bay. Mulch any and all landscaping bed on property according to Section 3 -1204 Part B. No further action is required on your part if the violation is corrected by August 25, 2008. Our goal is to achieve voluntary compliance through education, communication and cooperation. We would appreciate your assistance in achieving this goal. If you have any questions concerning this matter, or if you need any additional information, please do not hesitate to contact the City of Clearwater Planning Department. CITY OF CLEARWATER MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 Telephone (727) 562 -4720 Fax (727) 562 -4735 oil Planning Department WAL -MART STORES INC ATTN PROPERTY TAX DEPT PO BOX 8050 MS 0555 BENTONVILLE, AR 72712 RE: 2575 GULF TO BAY BLVD Dear Property Owner: Courtesy Notice CDC2008 -02085 The City of Clearwater Planning Department has done an inspection at the above address and has found the property is in violation of the following City code: Inspector Signature DATE MAILED: 7/25/2008 INSPECTOR: Matthew Anderson INSPECTOR TELEPHONE: 562- 4567xt2504 rAForms \CLW CourtesyUrCDC. rpt �� "If16 vilivi, ilieq t k) 551'^� 4egA �V-OVV4 &p4,-j 51 p"Tw"', 1-4 IA L/0615 Je &"lt 4p'&"tc r, lk-'\ )is C� Pi 04 I VL c6pi cl 2��C�' VVL( Ct t 6A 5 c Ila - "- vw i UP 4L 1 V 1 10-4 6 t C, IA Lt VL14 I Ilk) Ul-)d f 0 ck Ll rop 164-, iCr 164 Pll Z5 ��rG/J.�. le e lrL e, OL 1"5 CCTI / OL"A t, Ohl ��. �ve� ��'�, VVDEMO ivision of forestry will present \, r f ■. ooIr A away on a first -(ome, live OAS) �Shl-um`drd OaC(hickasaw Plum r Red (edar7 Bald.(ypress Southern Magnolia Red Maple Slash Pine Walters Viburnum "4 Colors of (rape Myrtles - pink, white, red & lavender TIC—a-wNater.re-sidents will be eligible to receive two free trees per household. Proof of Clearwater residency is required. ',APRIL26'u INTILZ P.M. N. Arcturas Ave. (all 561 -4950 for more information. � U. thin ran ��'ater www.m Y clearwaterro'm kank Y. Hibbard Mayor John George H. (red os; (ounalmember Paul E Gibson, (ouncilmember (arlen A.,Petersen, (ouncilmember Sunset Point Rd. ti Sunnydale Blvd. Calumet St. a Sherwood St. Range Rd. N (all 561 -4950 for more information. � U. thin ran ��'ater www.m Y clearwaterro'm kank Y. Hibbard Mayor John George H. (red os; (ounalmember Paul E Gibson, (ouncilmember (arlen A.,Petersen, (ouncilmember 2575 GULF TO BAY BLVD SAM'S CLUB. PLANNER OF RECORD: NOT E ATLAS # 299B ZONING: C LAND USE: CG RECEIVED: 06/07/2007 INCOMPLETE: COMPLETE: MAPS: PHOTOS: STAFF REPORT: DRC : CDB : CLW CoverSheet QITY 9Y ,Qty MY(ATER PLAN!4INe. IMA RTMINT (7;7) 502-4741 !A non - refundable Ming fee of $10.00 i reqtAked. Permit QPP4.ca0le , for 6 mim In cr(=rdcnoo with the Corpmunity Development Cade, I hereby q" tor Prgperty clescOlapd. Locc below. ft .n of Prop 4 — -41 �,!T &d 2. ProjectNcxma: ;5 PUOM Of ClOadng 0141or gwbblrq; IeNew. QMOjcflon • 0 Derrigg -10nP'r0I1P11.0n.p1 eking Ve .(p.j_qW "rap0 r4 CM �p , . 'y W ifq wafer S. u.NaTme.v - o. e doe n PQq4 -, $Doe Removal Permit R"Mrad I AM AWNE. AN . . ..... Qu DIV QU OF DURING CDO tXVPQN 7 OF TW 1��U N. ERO$K)N L 7--y tkO� C-Py kv: )-I -Z7 3- q-aDV ApPL-Mt.mLxt Uido.de I.. , NOTOreeAsmyo.. ph9rsoq.w.$Itl�"Plon.4howhgprppojt R9 20T WRITE WiLow THIS LINE Land, RPrm- fc�,Cq ,mMent A . • VXU-A..k ,4cwd,pn - ft- qbo„ Comrftw* hkff rattop. Mlommeo. ft -ot—ave Cox* PAp _PM.Yed .As SAMMed . k-Mo d-7 MOJ4,14d As Na Vaned - crM1.110 17 A IY-MYA N FMuA "bbarit Vlmg.-M Cyor IV .1362-MM-GC Dopqftw E 2005_ M NT t� IQOF HOOD SES to land clear and /or grub the G Q Tonk Reamql ❑ Other V al q�*Mg ond/orpfpposad I biat &Md- qXVF,PQPMEM COM. REGAMNG LAC. -2e, '71L boodaigs cxnpi HMO Of work This is 49 , Mftlng QPPOO.afton Is.: I.Above Q permed Caron A. Petersen, Co.undline r 1- 9,0:4 �L 46:zz t'OOZILI /60 CITY OF CLEARWAIER - PLANNING * MVE TREE REMOVAL PERMIT 0. NAME.OF OWNER - V * W OWNER'S A RESS 0`)l PHONE' SITE AbDRESS _Z1QZ. IEZ LO CATfON OF TREE($ ,ON LOT _ .$PECIF,,$ANQ NUMBER OF TREEM 12 TO APPLICANT A non - refundable foe of $15.00 for up to flue trees -fo be. removed. plus Am for every tree cbovp_.5 to be . removed Is reclo4ired. A). CONSTRUCTION I. F.Qj.new construction. Qdc1)1#ons or other mcgNQqffQmof a properly which a site pion ls.requkod. This site pk3p most hQvA 9, "lrnum3Pd0of1'-W for s site. PIM must include.: a.. Ma)6.e Chong. s of C_,-O.de f. PrgpQsed Numtjer of POINng Spq' l:3.. Sfructure, Locopor4 9, FrOPO"d. UrK19rQMVW . MIN" . qes c, Ddyewcqs.qnd Wolks h. Zor*)g SetOodm d. ParVrng MaNemont L 00"em"rits• ow IRQhft-ofuwcp/ % Required ournber.of Pa*hg Spc3OW k .'2. Proteallve bcdeg orp required =m r*Q nd 0 tre%. reinal. Qn site dW9 qorWm kiMot during constmiption. The. b.or deq rrittst rr,"t City $P00'ficatlons. pIcKm0po mirum.tgn san dqo* lZo VW a 01 4 c wd. its re vrW .q .1 borqby OPP/ ft)9t CO PrOP" awr*f 'or ai roixesWovo I to be removed Is Wholly On PPRP90Y owrwW.by the QbqVp4,denfflted pAp the- fte .0jjy.oyM 1.9(;Gted VAQ#Y-o( PW- 01�j gn pmp - .e* owr*d �y 3pme other Pem Cleq erhcmlm ln.aM ctqm mode jorwrpMfui romqvaj otnich tret9(s), I hejODi w# h o ny pla m. sq1pmIftqd IsL 01-to JOW re"991 n to. 115on all fQ* oo r&-Wm d from the dyIftrt5w .d v010 and be =*JQfW.-0 Ablot . Ign of I JA*dh .AcUress' A 72'V6 KO: Applic,oble-cocle Section- Boa-moon the, Ins ppcW4 comments cv.)d Itif.mrcmn submitted- the qbovip removal QAp Ittpd :kApproy�MatjjIfiW Noted AW S Cornmpnityjg yo(op.m!a t C 0 (3torpr pirlip D.e4grWe/IrVeCtoj Valid for A MC )362.000.1-G.0 60 '3$Vd 1 9 Sis �b T SERVICES FEB 2 5 2005 h" 'h -Permit # — -See 'A" below 9 DectIrting 0 Dead 0 Other (SpecM Fee Redd. Receipt # Date ronloval of a protected free(s), 194 or 10--W for all others. The Tr(xm Including: of 4.S .above grade (DBH) Locorlion 5NeQ$e4 or Insect Infested Trees BcP6,-We DefaP & Locations Xn. RvLqa boft q_d eS must remain k fl, Fee ". W". . riots below 10 verified that " trees) SoupM A". shQWd It be determilned that � thw% I wroo to hQId the City of wily.."t".aPpOcationtogethor moval of the tree(s). Any devtqfflon I.Coyovx* Development C000. Ication is-. Q D.enled ft,Qr.n the date of iss.uonce. O August 26,1999 Mr. Jeff Hale Sam' s Club #6420 2575 Gulf to Bay Blvd. Clearwater, FL 34625 Re: Retention Ponds . n Dear Mr. Hale CITY OF CLEARWATER PLANNING & DEVELOPMENT SERVICES ADMINI5TRATION POST OFFICE BOX 4748, CLEARYY-ATER, FLORIDA 33758 -4748 MUNICIPAL SERVICE$ BUILDING, 100 SOL) -rH MYRTLE AVFNUE, CLF_aRWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562 -4576 This letter is to inform you and to reiterate my conversation with Harry Smith on August 23, 1999. I was requested to conduct an inspection of the stormwatcr treatment facility for compliance with the approved site plan. My inspection revealed that the outfall control structures were clogged with debris and vegetation, these structures need to be cleared of all blockages. The invasive vegetation that had previously been killed must be removed from the pond as well as any trash or debris. Harry had agreed to have this work completed within two weeks. I will be conducting a compliance re- inspection on September 7, 1999. If in the interim you find it difficult to meet this deadline, please contact me so we may discuss our options. If you have any questions or need further assistance, please do not hesitate to call me at (727) 562 -4741. Sincerely, Richard J. Albee �r,� -, Land Resource Specialist ONE CITY. ONE FUTURE. BRL4.\ J. AUNGST, MAYOR- CO>I>IISSIONER ED HOOPER, VICE i\LAYOR- CO?IUISSIONER BOI3 0-ARK, COMMISSIONER ED HART, COMMISSIONER ® J.B. JOHNSON. COMMISSIONER "EQU.v. EMPLOY?IENT A. \'D AEFIR%LNTRT ACTIO.N ENIPI.MTR" Albee, Rick From: Garriott, Kevin Sent: Monday, August 30, 1999 1:18 PM To: Albee, Rick Subject: RE: Sam's Club Retention Ponds Thanks. Please put a copy of your e-mail in the address file. - - - -- Original Message - - - -- From: Albee, Rick Sent: Thursday, August 26, 1999 2:48 PM To: Kronschnabl, Jeff Cc: Goudeau, Cyndie; Baier, Richard; Garriott, Kevin; Quillen, Michael Subject: Sam's Club Retention Ponds As you requested, I have conducted an inspection of the Sam's Club retention ponds. it was found that the outfall control structures were clogged with trash and vegetation as well as invasive vegetation that had previously been sprayed and left in a declining state. I met with the Asst. General Manager on Monday, Aug 23rd and required that this trash and vegetation be removed by Sept. 7,1999.1 informed the General Manager of these requirements by mail. I will keep you informed of the status upon my compliance inspection. 41 a ARMSTRONG ENVIRONMENTAL SERVICES, INC 519 Second Street South Safety Harbor, Florida 34695 -3902 (727) 726 -8896 (FAX) 726 -8790 J September 10, 1999 Richard Albee City of Clearwater Planning & Development Services P.O. Box 4748 Clearwater, FL 33785 -4748 RE: Sam's Club # 6420 Retention Pond Nuisance Vegetation Removal Dear Mr. Albee: K_ - p3ma� 1-/ X12oH��I1�A3 � 6e. C� A IM t 5 --Tb _i�,N,BCE This letter is to inform you that Nuisance Vegetation Removal Services for the Stormwater Retention Pond located at Sam's Club # 6420 was completed on September 9, 1999 as requested by B.J. Hicks (Wal -Mart Stores, Inc.). Nuisance vegetation and trash were removed from the pond and the outfall control structures as you requested in a letter to Jeff Hale (Sam's Club) on August 26, 1999. If you have any questions please feel free to call. Sincerely, 1 M/rtArmstrong, Ph.D. President Enclosures cc: B.J. Hicks, Wal -Mart Stores Inc. File 0092 -023 PF (C AREPORTS \0092 -023 .R01) Armstrong Environmental Services, Inc. n ARMSTRONG ENVIRONMENTAL SERVICES, INC. 519 Second Street South Safety Harbor, Florida 34695 -3902 (727) 726 -8896 (FAX) 726 -8790 April 25, 2000 Richard Albee City of Clearwater Planning & Development Services P.O. Box 4748 Clearwater, FL 33785 -4748 RE: Sam's Club # 6420 Pond Restoration Plan Dear Mr. Albee: APR 2 8 2000 PLANNING & DEVELOPMENT SERVICES CITY OF CLEARWATER The following is the restoration plan Armstrong Environmental Services, Inc. (AES) has devised for the pond at the Sam's Club Store #6420 which is located at the southwest corner of US 19 and Gulf -to -Bay Boulevard (SR 60) in Clearwater, Florida. TASK 1.0 — POND DEPTH SURVEY AES has. obtained depth data from the. littoral shelves of the two (2) stormwater ponds. The base reference elevations were the discharge structure grate elevations provided on the as -built surveys. Attached is a sketch of the data which indicates the ponds were constructed as designed and permitted. TASK 2.0 — STORMWATER POND RETROFIT PLAN In order to bring the littoral shelves into compliance, AES has prepared a cleanup and replanting plan for the two (2) stormwater ponds based on the pond depth survey information obtained in Task 1.0 above. The following wetland plant material will be installed in the Western Pond (Treatment Pond W): SPECIES COMMON NAME SIZE ZONE ELEV. O.C. M -1 Juncus e sus Soft rush BR A 35.0 3' 200 Pontederia cordata Pickerelweed BR B 35.0-34.0 3' 200 Sagittaria land olia Arrowhead BR B 35.0-34.0 3' 200 Nymphaea odorata Fragrant water My BR C 34.0-33.0 3' 25 Scirpus validus Softstem bulrush BR B 34.0-33.0 3' 50 TOTAL 675 Note: ' BR = bare - rooted one - gallon equivalent material: O.C. = on- center planting dimension The following wetland plant material will be installed in the Eastern Pond (Treatment Pond W) after the existing dead vegetation has been removed: (CAREPORTS \0092 - 023 -R02) Armstrong Environmental Services, Inc. Mr. Richard Albee April 25, 2000 Page 2 SPECIES COMMON NAME SIZE ZONE ELEV. O.C. M -1 Juncus effusus Soft rush BR A 35.0 3' 200 Pontederia cordata Pickerelweed BR B 35.0-34.0 3' 225 Sagittaria lanci olia Arrowhead BR B 35.0-34.0 3' 225 Nymphaea odorata Fragrant water Ely BR C 34.0-33.0 3' 50 Scirpus validus Softstem bulrush BR B 34.0-33.0 3' 150 TOTAL 1 850 Note: BR = bare- rooted one -gallon equivalent material, O,C, = on- center planting dimension AES has identified the corrective measures needed for the eastern pond. On this pond there is a four to five -foot wide zone above the normal water line that needs to be regraded and resodded to bring the pond into compliance. The pond will be dewatered approximately 1 foot in order to perform the requested grading and modifications to the outfall structure (see Task 3.0 below). The willow stumps will be removed from the side -slope area, the soil will be graded and approximately 3000 square feet of bahia sod will be installed from the normal water level of the pond up to the impact area. Some minor grading will be performed at the north end of this pond in order to remove a sediment island that is approximately 20 feet by 5 feet wide, created by the sediment entering the pond from the northern parking lot. TASK 3.0 — STORMWATER STRUCTURE REPAIRS The outfall structures of Treatment Ponds E and W will be repaired by installing a 900 PVC elbow on the upstream side of the draw -down orifice, and also installing a trash basket on the bottom of the elbow. The aluminum skimmer will also be removed from the outfall structure of Treatment Ponds E and W and repositioned in the correct location so that the lower edge is at or below the normal water level of the ponds (elevation 35.0' NGVD). These tasks will be performed as soon as you approve this Restoration Plan. Therefore, if you have any questions please feel free to call. Sincerely, M in S. Armstrong, Ph. President Enclosures cc: B.J. Hicks, Wal -Mart Stores Inc. File 0092 -023 PF (C:\REPORTS \0092 - 023 -R02) Armstrong Environmental Services, Inc. a • ale d ; S�i•1S Ct ug G�Es�L•..itrT.Q Zzo 1236 128 73.28 ........ vo 9 2 ............ 41s1 �: :.......... �z w Es T PoNO F c-E.0 s . ? i K C Nraruur , :,.......... 4%62- 2,61....: � � , N O R T H E R N e0MMY Lxr Y ,.. 'Q .......... A I .11.9. ... ............ � •• �J.1 `\ .. ... .. oarc�crr p/AR0 :' .......... ............ fS ARE i R ., % ...... a watcr PARCfI 11_ S D eoueOARr P�...... N ............ ~a . .............. r /LS]... 42 L4221." 12.25 ............ ::. T. 11. GRATE INLET .............. 7r B7" ?. W.V. TYPE A' CURB �. "" CRATE ELEY.- 40.96. TYPICAL NOT A IPECENI .......... COHSrRUCIf, M fOM AXXAR 1.22 �l;eyln-410t 4 41.71 k cm 41.66 11. - 41.19 x1•u J60.0, . 1.23 :,:: 2 Lel 11.12 US r FA 1 e 10) • 230 '11.1 'tL� R•' 2s0.0i1 ASPHALT MVE ' '+ 15` :C.P, N 89'4127 IV 779.00 desc W y4 BAR■ •- 11 CRATE INLET '`- -y »+ • -CRETE CURB 'k CUTTER •�` —:�� (TE FIER�7tl7F CRATE .INL •T �1 fNU'7• 5L2' BEGIN CONCRETE RETAINING WALL 1 a' 1.3 �%' 2 i��J9�ce. --39 �... •.._._. +ter . -t ^' �" �' 40.68 ,c 'S 2 `•t', ur / / o' ' �; ! FLARED END SECTION j f' EIED= 3TCi I • 2 .351 351•/ ,3e.6/ MAO-, ' m SOUTHERN X I ■ 39.7 ■35. 2 1343. r .36. J/ 6 .2. •I � I I 1 �. � f >I''.. y l I y -352 l�.�t/ .356 WOODED AREA ]'1, j ! CRATE INLET i ! 35:3':' ° ( EASEACMT PARCEL' B - PARCEL 2; •34S 6J43' �<;; I� J 1, � 1 I • �•.' is ; / / ! I .X7 "'' ' I i I ' FLARED END SECTION �. .0 I I N w 1 , k )C k w W w w AI k W w k � k w W SOWS elo6 W Qy- 07-00 Fail Aend May 5, 2000 Martin S. Armstrong, Ph.D. Armstrong Environmental Services, Inc. 519 Second St. S. Safety Harbor, FL 34695 -3902 Re: Sam's Club #6420 Dear Marty: Thank you for your restoration plan for the Sam's Club retention ponds. The City of Clearwater will approve the plan with the exception of Task 3.0 STORMWATER STRUCTURE REPAIRS. This task should be revised to eliminate the repositioning of the aluminum skimmers on both outfall control structures. These skimmers must be left at their present location to meet approved plans submitted to SWFWMD. I have spoken with Richard Alt P.E. of SWFWMD and he also agrees. The addition of the elbow will act as the skimmer for the orifice. This plan will only be successful if a maintenance program is instituted to prevent this stormwater system from reaching the present state of decline. Please notify me when restoration is to begin. Thank you for your attention to this matter. Sincerely: Ri Albee Land Resource Specialist (727) 562 -4741 .) ARMSTRONG ENVIRONMENTAL SERVICES, INC. 519 Second Street South Safety Harbor, Florida 34695.3902 (727) 726 -8896 (FAX) 726-8790----- May 11, 2000 1 MAY 15 2000v Richard Albee City of Clearwater Planning & Development Services PLANNING & DEVELOPMENT P.O. Box 4748 SERVICES CITY OF CLEARWATER Clearwater, FL 33785 -4748 RE: Sam's Club # 6420 Pond Restoration Plan Dear Mr. Albee: Armstrong Environmental Services, Inc. (AES) is in receipt of your letter dated May 5, 2000, approving the restoration plan for the Sam's Club Store #6420. AES would like to inform you that we will begin work on this project right away, and we expect to be finished in approximately 2 to 3 weeks. AES will notify your office upon the completion of our work. If you have any questions please feel free to call. Sincerely, Marti S. Armstrong, Ph.D. Presi ent Enclosures cc: B.J. Hicks, Wal -Mart Stores Inc. File 0092 -023 PF (C:\REPORTS \0092 - 023 -R03) Armstrong Environmental Services, Inc. SEAI»o- APPLICATION FOR LAND CLEARING & GRUBBING PERMIT CITY OF CLEARWATER 9g7yAr�QF�Q� PLANNING & DEVELOPMENT SERVICES (727) 562 -4741 DATE Z9. RECEIPT NO. A non - refundable filing fee of $10.00 is required. Permit applicable for 6 months from date of approval. In accordance with the Community Development Code, I hereby apply for permit to land clear and /or grub the property described h ^' 1. Location of Prop 2. Project Name: 3. Purpose of clearing and /or grubbing: 4 New Construction XDemolition ❑ Tank Removal ❑ Other 4. General description of existing vegetation, topography, and surface water (including all existing and /or proposed ditches, canals, and swales) EX i IL-k K\en nrn--s .1 �'✓ 0 n PonN , F;-,Y,- % S+'i n �St�I� Sri- ��111 L�fCt`t�t I tii�� fk�S11��, 5. Proposed method of debris disposal �O�n 6, Date you plan to begin work 7. Proposed method of soil erosion control 6J ► p7z�-rnC e C g_ V_ A firC.LU Do 1 S 8. ❑ No -Tree Verification Required Tree Removal Permit Required I AM AWARE AND UNDERSTAND THE REQUIREMENTS OF SECTION 52.08, CITY CODE OF ORDINANCES REGARDING TREE PROTECTION DURING CONSTRUCTION AND ARTICLE 3, DIVISION 7 OF THE COMMUNITY DEVELOPMENT CODE REGARDING EROSION AND SILTATION CONTROL. Sign c ture of O ner or Owners Representative Printed Name y Address C �i��t� city State Zip n1q)m CIS_Ne__>iu� psi: TY, 0, Representatives' Firm S Lo-3 - (a4 (o - 1 � � � - I I GC.p Telephone Fax Applicant must include Aerial Photograph or Scaled Site Plan showing property boundaries and limits of work. This is NOT a Tree Removal Permit. DC) NOT WRITF RFI C)W THIS l INF _ Based on the above comments and information submitted, the above clearing & grubbing application is: ❑ Approved As Submitted Approved - Modified As Noted Above ❑ Denied Signed: Date: City Manage or Designee CLEARWATER Brian J. Aungst, Mayor- Commissioner Ed Hart, Vice Mayor- Commissioner Whitney Gray, Commissioner Hoyt Hamilton, Commissioner Bill Jonson, Commissioner 1362- 0002 -GC White - Planning & Development Services Yellow - Applicant 7 -Ol v m 3 8 C I T Y O F C L E A R W A T E R POST OFFICE BOX 4,748 CLEARWATER, FLORIDA 34618 -4748 f NOTICE OF COMPLIANCE March 7, 1994 The City of Clearwater Environmental Management Office has completed its landscape inspection at your site. The site was found to meet the requirements set forth by the landscape ordinance at the time of site development. If you have any questions concerning this report, please contact Rick Albee at (813)- 462 -6598. SITE:Sam's Club, 2575 Gulf to Bay Blvd., Clw. Fl. OWNER:Wal -Mart Stores Inc. OWNER REP: RECOMMENDATIONS: Site is in compliance, however, there is ' dead tree within an interior island which we recommend that you remove and replace near the northern most entrance drive off U.S. Hwy 19. Also, continue to maintain landscaping in a healthy growing condition to insure future compliance. nocl.rja 'Equal Employment and Affirmative Action Employer'' STORMWATER INSPECTION REPOR i SITE: SITE ADDRESS: BASIN No. BASIN: - // •DRAINAGE AREA :; l% •. REQUIRED VOL. :f PROP. VOL. POND TYPE WP`-' WFTP TYPE: oegFA PROPOSED WEIR : L : D: --- --- ---- -- SKIMMER: V 4 UNDERDRAIN : UNDERDR.A,IN C . O . A LITTORAL SHELF: — KOTES INSP . DA.TE : EROSION:_ DENUDED:` f POND CONSTRUCTED PER PLAN CONTROL STRUCTURE CONST. PER PLAN s ' COMMENTS: EXISTING , WEIR: Ls _ D'. SKIMMER: UNDERDRAIw ? UNDERORAII4 C . 0 LITTORAL OVERGROWN :/ COLLECTION SXS`. 0 n { rz—dZcr�GZ t l h4� rt Liz- 12S l�v. °� 3o / l f>5 � za a , � i 3�; 20'� 10(9z �9 X37 SEAU��c doe OF CLEARWATER Q Posr OFFICE Box 4748, CIE,►zaPATER; FLORIDA 34618 -4748 �Q MUNICIPAL SERVICES BURMG, 100 SOUTH MYRTLE AVENUE, CIEARwATER, FLORIDA 34616 �A TEW. NOTICE OF COMPLIANCE 09/27/1996 The City of Clearwater Environmental Management Office has completed its compliance stormwater and landscape reinspection at your site. The site now meets the requirements -set forth . by the stormwater and landscape ordinance's. If you have any questions regarding,,this report, please contact Rick.Albee at (813) - 562 - 4741. SITE: Sam's Club SITE ADDRESS: 2575 Gulf'To Bay Blvd. - OWNER: Wal -Mart Stores Inc. OWNER REP.: Store Manager. Original Compliance Date: 05 /10/1996 INSPECTION DATE: 09/20/1996 RECOMMENDATIONS: Typical irrigation systems cycled at twice a week do not supply enough water for newly ' pl*anted� landscape material. At this time Southwest Florida.Water Management District (SWFWMD).allows watering of new landscape material,. on a -daily basis for 30 days. To obtain current - watering restrictions, call SWF.WMn at -1- 800 - 848 - 0499. Inspect drainage system periodically for clogged.drains,;sediment' buildup, erosion and overgrowth; then maintain as needed to insure future compliance r / i �,� �f S CLEARWATEt - PLAN ;CAPE r!r %00 'o j -� ►`,'►M ad z I D' on 1� ��; ��i► ' �; �,_� � JOE", � e • .. a ?,4 40 Aft Mir ,,,SEal�r'k;�; e = It == �TE ` "till 04/03/1996 C I T Y OF C L E A R W A T E R POST OFFICE BOX 4748 CLEARWATER, FLORIDA 34618 -4748 NOTICE OF NON - COMPLIANCE The City of Clearwater Environmental Management Office has completed its stormwater and landscape inspection at your site. The site is in non - compliance with the stormwater and /or landscape ordinance's in effect at the time of site development or modification. If you have any questions regarding this report, please call Rick Albee at (813) 462 -6598 SITE: Sam's Club SITE ADDRESS: 2575 Gulf To Bay Blvd. OWNER: Wal -Mart Stores Inc. OWNER REP.: Store Manager INSPECTION DATE: 04/03/1996 CODES VIOLATED:LANDSCAPE: Sec. 42.27 (3) (a) , (4) (a) & (8) (a) STORMWATER: Sec. 36.007(1)(c) REQUIREMENTS:LANDSCAPE: Remove and replace 4 declining trees (min 8' hgt) in the west landscape buffer and 37.trees in the interior landscape islands. STORMWATER: Remove the elbow from the orifice on the inside of the outfall control structures and install them on the outside of the control structure. COMPLIANCE DATE: 05/10/1996 RECOMMENDATIONS:Request an on site meeting for a detailed explanation of the requirements. To insure compliance, a reinspection of the site will be conducted after the above compliance date. Failure to correct the requirements by the compliance date will result in the"'- issuance of a "NOTICE OF VIOLATION ". Alnk MY -Equal Employment and Affirmative Action Employer" WF-P6AIE,b pC- fZ ,Tnei rZ 1 o2 --(7p L ;r �T 2 N 1y4/ 1-F4 `i'sq I V�j W/ Y of SEAL «� CITY OF CLEARWATER - PLANNING & DEVELOPMENT SERVICES TREE REMOVAL PERMIT NAME OF OWNER UULk -.\ " 1 I 1 %L__ �I OWNER'S ADDRESS PHONE r ryl SITE ADDRESS 81Y LOCATION OF TREES) ON LOT 45�,&'17t LOJV& - e;r mw, P)wvallp, .s%• f, SPECIES AND NUMBER OF TREE(S) +54' TIiM r�.'� dPO4 TO APPLICANT: A non- refundoble fee of S15.00 for up to five trees t be removed, plus $3,00 for every tree above 5 to be removed is required. REASON FOR REMOVAL: • Construction - Permit # -See "A" below • Hazardous • Declining • Dead ❑ Other (Specify) Fee Rec'd Receipt # Date A) CONSTRUCTION 1. For new construction, additions or other modifications of a property which involve the removal of a protected tree(s), a site plan is required. This site plan must have a minimum scale of 1 " =20' for single family lots, or 1 " =50' for all others. The' site plan must include: a. Major Changes of Grade f. Proposed Number of Parking Spaces j. All Protected Trees Including: b. Structure Locations g. Proposed Underground Utilities (L) Diameter of 4.5' above grade (DBH) c, Driveways and Walks h. Zoning Setbacks (ii.) Surveyed Location d. Parking Arrangement i. All easements and Rights -of -Way (iii.) Species e. Required Number of Parking Spaces (iv) Diseased or Insect Infested Trees k. Tree Barricade Detail & Locations 2. Protective barriers are required around all trees remaining on site during construction. These barricades must remain intact during construction. The barriers must meet City Specifications. S) REPLACEMENTS 1. Tree replacement minimum standards: 12' overall height, 4" caliper, Florida Grade #1. See inspectors note below to determine the number of replacement trees required. Replacements required within 30 days. I hereby certify that as property owner or as representative of the property owner, I have verified that the tree(s) sought to be removed is wholly on property owned by the above - identified property owner, and should it be determined that the tree(s) are located wholly or partially on property owned by some other person, then, I agree to hold the City of Clearwater harmless in any claim made for wrongful removal of such tree(s). I hereby certify that this application together with any plans submitted is a true representation of all facts concerning the proposed removal of the tree(s). Any deviation fr the permit issued II r der it null an void and be considered a violation of the Community Development Code. �faxnd Signaturefo�f, owner or applicant Printed Name Y _ Q � m �b ('-1 y 1 I( ` 1 afs J-Y1L Address Agency Representing OCL # City State Zip Phone Fax DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manager or his Designated Agent Applicable Code Section: Based on the Inspector's comments and information submitted, the above removal application is: 13 Approved as Submitted �pproved- Modified as Noted Above ❑ Denied Signed: Date: Community evelopm nt Coordinator or Designee /Inspector Valid for x months from the date of issuance. 1362.0001 -GC White - Planning & Development Services Yellow - Applicant Rev. 4 -01 Z O 4 PERMIT TO REMOVE TREE (S) NAME OF OWNER C %— 7 c� / S. /! C1b� . nL-.V O OWNER'S ADDRESS 9,e 7/ht1 U/l, e /W, PHONE l.�:��. ;� 7 „LOCATION OF TREE (S) P4114- LOCATION. OF TREES ON LOT SPECIES AND NUMBER OF TREE (S)s. 41i'l- OM&'` REASON FOR REMOVAL: construction ❑ Hazardous ❑ Dead - Dying ❑ Other - (Specify) TO APPLICANT: Anon - refundable, threedoilar�(:$3 OQ)fee ,is refitf. Fee Rec: $ �� 0 - quired for each tree requested to .be, removed. , _ Rec't # X X11({ PLEASE READ AND SIGN: 1. On New construction, additions, or than 4" in diameter at 41/2 ft. above have a minimum scale of 1":0' for 1. Major Changes of Grade 2. Structure Locations 3. Driveways and Walks =: h 4. Parking Arrangement (it any,) • 5. Required Number of Parking Sl 6: 'Proposed Number of Parki'ng`.5. 7. Underground Utilities to be inst 8. All Setbacks per Zoning -'2. Protective Barriers' are required aro tion as a citation will result if they d 3. The replacement (Planting) of trees I from the approved list on file RIM approved permit is returned=Rto you I hereby certifiy that as property owner, „id 6ti on property owned by the above- identi on property owned by some`other,pers tree(s). I hereby certify that this plcal of the tree(s). Any deviation= fromithep Codd.of Ordinances. I � re of Applicant if not Agency Representing & Phone Address City r. DO NOT WRITE BELOW Inspector's Comments: State fal or relocation of a protected tree(s) (Larger for construction purposes, the Site Plan must industrial sites: T.he Site Plan must show:.. R gh Way�3 =,Icluding: at ,4 ;ft,,above grade J Trees be Removed 'fie Y 'remain intact during construc- >cifications per City Ordinance. ►ncy is allowed. Trees are to be selected the.number of trees required when the �f sought to be removed is wholly j are located wholly or partially e for wrongful removal of such ncerning the proposed removal Ordinance 1623, Section 23A, Signature•of• Owner Date Received Called /Mailed PICKED UP REQUIRED REPLACEMENTS igned' By*City Manager or his Designated Agent Recommended Replacement Trees, - Required Replacement T ey ee -s i 1 �/� /� •�`7� �''�ir.(?s!� r�'�`` .1 � Signed rj' r� .'%//�!7 f.l.?.! Date Inspector z, ' f Based on the Inspector's. comments and information submitted, the above removal application is: Approved As Submitted J P7)q)proved — Modified As Noted Above Signed: ' `.3.: Date: 6 ,I City Manage r Designee ❑ Denied �s. Signature•of• Owner Date Received Called /Mailed PICKED UP REQUIRED REPLACEMENTS igned' By*City Manager or his Designated Agent Recommended Replacement Trees, - Required Replacement T ey ee -s i 1 �/� /� •�`7� �''�ir.(?s!� r�'�`` .1 � Signed rj' r� .'%//�!7 f.l.?.! Date Inspector z, ' f Based on the Inspector's. comments and information submitted, the above removal application is: Approved As Submitted J P7)q)proved — Modified As Noted Above Signed: ' `.3.: Date: 6 ,I City Manage r Designee ❑ Denied ..�ma�l�Yl�llln111 ,s 1 { �, • fir.. {{ s i _ 1- -('if " J-- r CZ4 `�',(5, . mow..._ ,��R�' p�� 3 'c t � `�� ;J CI , L ,r *lva�i ti�, / xr �� s. � � 7yi � YALT��'. r ��a to ;+d E an � ;ii � ;�� ,M b m A' ft. y r a I�I`,5fVC,jy4 R � r 1 ' W 1 pf r r �, �,••.[1 t 1 r1 ✓ �y &�..a '� «: -.�A 4nsA!.% k �y,, .'• �� , �a,�,,��nd�r 'f. �g �g 7'wr.x.j �3.y..:. i�i3�.i1is 91e�y� 7W •' -, s .:� ,.. - •Y IF? i'.EA`C�F1rd'�Fr. ,_.,�.N ",�. 1+p i \» :.. ,.n �� -� v pu lix -- -- PUBLIX 1 -HOUR PHOTO #0096 1 ULF TO BAY PLAZA 525 BELCHER RD. CLEARWATER, FL 34624 (813) 799 -3316 C E N T E R 1 '1 Name if L. I-JTR Phone Number kI e K ENVELOPE NUMBER 204768 FOR LAB USE ONLY Publbz Fairs Premium 35 [� Priority. TwoglossyYxY One # "x6 "glossy PrOC @SS111g prints of each negative. print of each negative. 35mm only. Crisp 45K&' prints in one hour. Special Instructions: '�) (�) V-� 3' 'j 6 C-41 process for 110,126, disc or 35 mm color print film. a N2 2 • Then 'fi ._ eMflr rn r" FIGURE 1 SAM'S CLUB # 6420 Photos taken 9/10/99 (CAREPORTS \0092 -021801) Armstrong Environmental Services, Inc. v s � ORO, --I (C:\REPORTS\0092-023.ROI) Ll _J F | IIIIIIIIIIWIIIII WIIIIIII XIIIIIIIII � � � � tAll plant materials shall be Florida #1 or better and installed to highest nursery standards. Plants shall be healthy, free of pest and disease. 2. All plants shall be container grown except au noted onplan. 3. All palms and trees shall have straight trunks with no twists, knotting or other defective Characteristics. 4. Sod shall beB5,& weed free St. Augustine ~qonaoam~. installed with tight join 5. /H|dimensions shall bo field checked by the Landscape Cnntrumo,phnrmcunnuruchon with any discrepancies reported tu the Landscape Architect. 6. All materials shall be as specified on the plans. If materials, labor or installation techniques do not adhere to the specifications, they will be rejected by the Landscape Architect with specified materials and installation carried out by the Landscape Contractor at no additional cost. 7. All required permits are to be provided by the installing contractor unless specifically stated otherwise in the specifications, 8. Contractor shall be responsible for all Items as shown or described on this plan and specifications. g. Landscape Contractor shall provide all necessary site preparation required to ready the site for planting as specified. 10. The Landscape Contractor shall warranty and guarantee all maumha|a and labor for a period of 90 days for shrubs and Qmundmovor, palms and trees. Warranty and guarantee period shall begin upon date ofcompletion. 11. All repairs and/or replacements shall be made by the Landscape Contractor within 1O working days upon notification uf any deficiencies bythe owner m, their representative. 12. All questions regarding the Landscape Plans and Specifications shall be directed to the Landscape Architect, FERT|LIZATON Shrubs and Trees All trees and shrubs shall be fertilized with 'Agdform" 20-15-5 planting tablets at time of planting and prior to installation of plant pit backfill. Tablets shall bo placed uniformly around the root ball ata depth that ia between the middle and bottom of the root ball. Application Rate: 1 Gallon [ootainoc1-21 gram tablet 3 Gallon Contalnec2-21 gram tablets n Gallon Coominer:3-21 gram tablets 7 Gallon Cmntaln*r4-21 gram tablets Trees: 3 tablets per each %' caliper of trunk Gmundooverfmeao All gmundome areas shall receive fertilization with "Ozmocote" time release fertilizer per manufacturer's specifications. 1. Adjust existing irrigation system to provide 100% coverage of all landscape areas. 2. Shrub risers shall only be used in hedges m mass plantings. Risers shall not extend more than 2' above the installed height of the plant. All risers shall be schedule 40 pipe, painted black. In no case shall shrub risers be installed adjacent to walkways, driveways or other areas where they may be damaged. 3. /U|hoadoinnta||odinp|mnUngemmmalonQwu|ka.dhvomondpeddng|otsahaUbe12^popupfixodspnoyhaadu.AJ|huadyaha||b*inota||edwith1ho top of the spray body flush with finish grade. All groundcover areas shall be irrigated with 12" pop-up fixed spray heads and extensions as required. 4. All sodded areas shall bm irrigated with 4^ pop-up spray heads or pop-up gear driven heads unless otherwise opedfied. / 5. Pipo, valves and otherinigmtion equipment may beshown in drives, walks or buildings for clarity only. |ostoU all valves and other equipment |n landscape beds for best accessibility and concealment. 6. Valves shall be installed in a manifold within a valve box of sufficient size to service all valves within the box. Valve box shall be free from any debris which may cover valves. Provide 3^ depth gravel sump mt the bottom of the valve pit. 7. All irrigation equipment and installation techniques shall meet federal, state and local codes, regulations and ordinances. 8. AM gear driven heads and all heads along walks, cuts, drives and parking areas shall be installed on flexible polyethylene swing joints. S. Gear driven heads and fixed spray heads aba|) be installed on separate zones where possible. Precipitation rates and head type should be compatible with each zone. 10. Gear driven heads shall not be installed in shrub areas or be installed on risers where possible. 11. Controller shall be mounted on shown onplan. 12, All sleeves shall be schedule 40 pipe installed a minimum of 14' below grade. Sleeves shall be used only to install lateral irrigation lines through. Sleeves shall not be used asa method uo convey water through the system. 13. Adjust all heads uoprovide maximum coverage and efficiency and minimize overthrow. Irrigation heads shall not spray over walks, drives o,any other non-Irrigated areas. 14. Equipment shall be manufactured by, "Toro", "Rainbird' or 'Hunter' or as otherwise stated on the plans. 15. Contractor shall field verify water source to deliver the proper pressure, pounds per square inch (PSI) and water flow, gallons per minute (GPM) as required by the irrigation system. Notify the Landscape Architect iY there ia any discrepancy. 16. All permits required for installation shall bm provided by the contractor. 17. Refer to the Landscape Plans when locating all irrigation equipment. Allow ample room near irrigation equipment for the proper installation cxtrees, shrubs and other work shown on drawings ,ubeinstalled. 18. All wires shall bo installed in wire sleeves. 19. Contractor shall be responsible for all items on the plan and irrigation specification. 20. Contractor shall instruct the owner on the full operation and maintenance of the irrigation system. 21. Contractor shall be responsible for all final repairs or adjustments to provide proper coverage to all landscape areas. OWN ,; = 12" TREE PLANTING DETAIL NOTE: MULTI-TRUNK TREE PLANTING SIMILAR. RELOCATED TREE SIMILAR �� = 11 INSTALL PLANTS WITH ADEQUATE SETBACK TO ALLOW FOR MATURE GROWTH WITHOUT INTERFERENCE BETWEEN PLANT GROWTH TYPES, AND WITHOUT OVERLAPPING PAVEMENT, STRUCTURES, ETC. 3"MULCH KEEP BACK FROM PLANT STEM FIN. GRADE REMOVE ENTIRE PLANTING SOIL PLANT AT SAME DEPTH AS ORIGINALLY GROWN. SHRUB PLANTING DETAIL NOT TO SCALE IX4 PT RAILS 2X4 PT POSTS EXISTING GRADE TREE PROTECTION DETAIL NOT TO SCALE �� = IM | ` '°' � | � ! � � � � ! | | | | 1 | 2 | 3 | 4 | 5 i 6 t All plant materials shall be Florida #1 or better and installed to highest nursery standards. Plants shall behealthy, free of pest and disease. 2. All plants shall be container grown except oe noted onplan. 3. All palms and trees shall have straight trunks with no twists, knotting or other defective characteristics. 4. Sod shall beSbY6 weed free St. Augustine ^F|onstam^. installed Wibbtight joints. 5. All dimensions shall be field checked by the Landscape Contractor prior to construction with any discrepancies reported to the Landscape Architect. & All materials shall be as specified on the plans. If materials, labor or installation techniques do not adhere to the specifications, they will be rejected by the Landscape Architect with specified materials and installation carried out by the Landscape Contractor atno additional cost. 7. All required permits are *zhm provided by the installing contractor unless specifically stated otherwise in the spacifimaUona. G. Contractor shall be responsible for all items as shown or described on this plan and specifications. g. Landscape Contractor shall provide all necessary site preparation required to ready the site for planting as specified. 10, The Landscape Contractor shall warranty and guarantee all materials and labor for a period of BD days for shrubs and gmwndcovec palms and trees. Warranty and guarantee period shall begin upon date ufcompletion. 11. All repairs and/or replacements shall be made by the Landscape Contractor within 10 working days upon notification mY any deficiencies bythe owner or their representative. 12. All questions regarding the Landscape Plans and Specifications shall be directed to the Landscape Architect. FERTi[/Z8TON Shrubs and Trees All trees and shrubs shall be fertilized with 'Agriform' 20-15-5 planting tablets at time of planting and prior to installation of plant pit backfill. Tablets shall be placed uniformly around the root ball at a depth that is between the middle and bottom of the root ball. Application Rate: 1 Gallon Containor1 -21 gram tablet 3 Gallon Container2-21 gram tablets 5 Gallon Gonminec3-21 gram tablets r Gallon Container4-21 gram tablets Trees: 3 tablets per each 1/2" caliper of trunk � � N TREE PLANTING DETAIL wors MULTI-TRUNK TREE PLANTING SIMILAR. RELOCATED TREE SIMILAR IN A �� IN IN SHRUB PLANTING DETAIL (T(] REMAIN) EXISTING TREE { (TO REMAIN) /�A|0�� / K�3�� | .. . . . . . . ~~.._^ , ..�~^ . . TOBE ]CTED�� F[]OT E','ATATE 55 /D l S H8G"n' 19) NOT TO SCALE V. 17 ~� - ki W L0.1 N 9 A [a Him .M �11 M �11 "A I I ■ AUTHOR: Jmeph FL SAM'S CLUB June LANDSCAPE TREE CANOPY ASSESSMENT CA110PY AUTHOR: Joseph R. Sarnrik SAM'S CLUB June 6, 2007 LANDSCAPE TREE CANOPY ASSESSMENT CANOPY 1:311,111 0. s, Norri rV9 PRE, N 0 Lic. No. 49283 C) ElFWAXIMMM LO C) C\1 0 < U_ W "IRV Z Z D p Z W W W W W W 0 u F— F— Z U) U) 3: CO W F_ c) W V- W < -2 W T_ 0 C) C/) Cq i A! IRE, • LM I 1=111W VMS= 14:44 1 WKWOMYTI AUTHOR: Joseph R. Sarnrik SAM'S CLUB June 6, 2007 LANDSCAPE TREE CANOPY ASSESSMENT CANOPY 1:311,111 AUTHOR: Joseph R. SAM'S CLUB June LANDSCAPE TREE CANOPY ASSESSMENT 0. s, Norri rV9 PRE, N 0 Lic. No. 49283 C) ElFWAXIMMM LO C) C\1 0 < U_ W "IRV Z Z D p Z W W W W W W 0 u F— F— Z U) U) 3: CO W F_ c) W V- W < -2 W T_ 0 C) C/) Cq 1=111W VMS= AUTHOR: Joseph R. SAM'S CLUB June LANDSCAPE TREE CANOPY ASSESSMENT I LI I LIVE OAK 14' 1 1 5 1 5 1 51 51 M gum *Based on city of Clearwater's condition rating system: O-Dead, require removal I-Poor (nearly dead, hazardous), require removal 2-Below average (declining, diseased, poor structure, potential hazard), require removal a-Average (worthy of preservation but has some minor problems, minor decline, Up die-back, minor inclusion) problems can be corrected 4-Above average (rather healthy tree with very minor problems) 5-Outstanding (very healthy) 6-Specimen (unique in size, age, exceptional quality) CALL 48 HOURS BEFORE YOU DIG IllS THE LAW1 1-800-432-4770 Sunshine State One Call of Florida, Inc. -WWI 0. s, Norri rV9 PRE, N 0 Lic. No. 49283 C) ElFWAXIMMM LO C) C\1 0 < U_ W "IRV Z Z D p Z W W W W W W 0 u F— F— Z U) U) 3: CO W F_ c) W V- W < -2 W T_ 0 C) C/) Cq I LI I LIVE OAK 14' 1 1 5 1 5 1 51 51 M gum *Based on city of Clearwater's condition rating system: O-Dead, require removal I-Poor (nearly dead, hazardous), require removal 2-Below average (declining, diseased, poor structure, potential hazard), require removal a-Average (worthy of preservation but has some minor problems, minor decline, Up die-back, minor inclusion) problems can be corrected 4-Above average (rather healthy tree with very minor problems) 5-Outstanding (very healthy) 6-Specimen (unique in size, age, exceptional quality) CALL 48 HOURS BEFORE YOU DIG IllS THE LAW1 1-800-432-4770 Sunshine State One Call of Florida, Inc. -WWI 11MM7, 11111111MIIIII Awl:42111 0 9W A I — qW W RL _JOB W sk M A AhL — N 0. s, Norri rV9 PRE, N 0 Lic. No. 49283 C) LO C) C\1 0 < U_ W Z Z D p Z W W W W W W 0 u F— F— Z U) U) 3: CO W F_ c) W V- W < -2 W T_ 0 C) C/) Cq 11MM7, 11111111MIIIII Awl:42111 0 9W A I — qW W RL _JOB W sk M A AhL — N ra Ii N E 19 I G low X11 JIM w NN E THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERMCE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTA11ON BY CREECH ENGINEERS, INC SHAH BE WITHOUT LIABILITY TO CREECH ENGINEERS, INC. I fig, A r -j NINE 9 9 im E"A N REMOVE BURLAP, WIRE BASKETS, FROM ROOTBALL. 24" WOOD STAKES ANCHOR 3" BELOW GRADE PLANTING SOIL SOLID SOIL BASE'PEDESTAL' 1110111111101MMI-mr, 0 EXISTING TREE (TO REMAIN) iff im MI 4. N 0.0 WWWR a I tnems11 I I SPECIFICATIONS BfB, 12' - 14'oah., 5'- 6'spr., 4'd.b.h. 3 gallon, 14" ht., 30"o.c. Mulch to 3" depth I LIMITS OF PARKING oo (TO REMAIN) ere,_ MODIFICATIONS CE 191 STATE ROAD 55 HIGHWAY 19) im Ift mis ., wo "v ilms2sam 2X4 PT POSTS EXISTING GRADE in NOT TO SCALE oil 1i DRAWN ORIGINAL ENGINEER (MESIMER) CHECKED CITY OF CLEARWATER BUILDING COMMENTS (12-01-2010) DATE CITY OF CLEARWATER BUILDING COMMENTS (1-10-2010) SCALE 1" = 30 C) JOB No. < LO DRAWN imc CHECKED GRR DATE > 02/18/11 SCALE 1" = 30 C) JOB No. < LO 100 SHEET LO 0, UL. C) (6 58 CL 0 v- N CNI [L of, 04 CD < a. ui z 0 p z N 4:41 U) w if li C.0 < Uj W ui Lij C� Z 00.0 0 c) Z U) U) Uj < U) < w Lij U) or) U) 2i Lu 2 C) < < CD U) C) U) # C\J j 14 DRAWN imc CHECKED GRR DATE > 02/18/11 SCALE 1" = 30 n JOB No. < 10040.00 100 SHEET 0 0, UL. (D z 58 CL 0 v- CNI [L Ln U 04 CD 0 cr- N ... ...... ............. ...... ........... . ...... ........... .......... .. ................ ........... DEVELOPER - WAL-MART STORES, INC. A I SITE LOCATION MAP NOT TO SCALE Em �..! FAI L m 14 4- 1 0 .. ........ ............................. . %V4 ::: ::: D :a:: :. : ::.:::::.:.:.::::.. 1. COVER SHEET 2. PH-1 PHASING PLAN 3. ES-1 EROSION AND SEDIMENTATION CONTROL PLAN / SITE MAP 4. ES-2 EROSION AND SEDIMENTATION CONTROL PLAN / DETAILS 5. BOUNDARY AND LOCATION SURVEY 6. C-1 OVERALL SITE DEVELOPMENT PLAN 7. C-2 DETAILED SITE DEVELOPMENT PLAN 8. C-3 EXISTING LANDSCAPE INVENTORY PLAN 9. C-4 PROPOSED LANDSCAPE PLAN 10. C-5 GENERAL NOTES AND DETAILS 11. C-6 GENERAL NOTES AND DETAILS REVISIONS ORIGINAL ENGINEER (MESIMER) "A ma Lic. No. 49283 1 JOB NO. - 10040.00 SAWS CLUB STORE # 6420 > co • • cu ii 0 F_ • LL rY • c: U) E cq co ca < DLU) 0 N 1 2 1 3 1 4 5 7 8 9 10 11 12 13 14 15 _j -- — _ f '' , uurcrc I 11 T I r_„ ,,.; _,. .�'. ...__. .— ...,,.._. ,., ,....._,.,_ _..,....,.,,...,, _, .Map _......___..._ ,. _,. I.---,----- - ......_ .. .. -. u _._ - .....„ _.._ ._ 'vp7 1, :''t ._...,. _. 1 7.,. ..� _. . _. — b., =t,n ,s. �k,q `�, t4' .._. -. _ _.. _........ _ _. r _ _ _ w V 437,97 s ,, , 4 pi - >, _. . -,� t 1 _ I _ _ __- -- --_ _� _. _ _._ . , __ ___,_ ___ _,__ __- -- , _ ___ __ __ _ -_ ___ ._._ .__ _._._ I' _ __ _ -_. _ _ ___ _- _ _._.-_ - _ _ ..._ N " _ i 01 03 04 E 80a �' ry pr #k - w _, _ I __ _ - __. _ _ __.. _ _ _- _ __ _ __ __. _, __. _ _. __ -__ _. _,_m _ _ _._ _ BOUNDARY LINE o ❑ _ __,. _ 01 a. I F _......,... _... .. ..... ._.._ .. n...,.., ,...._ —. .7.,_,., _......_... .. _..._ A ,, `t;\ - - " _ ...._ _._.... _ -» - - - __ .._ ,. TEMPORARY FENCE DETAIL t� ,, o _..., — — % �y I j , 'va, �.p r i i� C i `' ' :':a ✓" "__ rvfw..... ... _.._...,. 1..m, ... -?...- .. f i . t w..:.. , I { ! -...i I f', .i^ j. � 8 d I ' f . .. i r, f 6 ��0 , _.. __ _._._. ,__ a... ij �� a . i R x_,. I' ^ , '.': °_ f' �Fo CHAIN- 1! E _. -:.._ { �__k_ .. k., , P 1 LINK FENCE WITH DOUBLE GATE •: s, _ - ✓ �, .>', F L"T E .' ..,_ , — - -. �,k k I ".._ -- .._... I ,, � PHASE DELfNiATOR i _ __. PHA 3 .r _ .� " _. a •-_. CONTRACTOR AGING AREA <, ST , TA 11 I k� I,. , �1 �111 ,I I k {r' j g Cr ___T'_ �"t i p P r „c1 p k , R P i 4 4p``� t I ('� s, ;`_''Y kq. ,_ I O , @¢ ( I ! F % @ ? if 0 a 4 e ;i t , "�" I d b,w i i re .m�,y mow, : p ,,. I I` I k , , _,. __..._.. _v. _ _.__ _ w _ r m -a_ _ _ _ . _ _ .__ .. _ _ __w _ i I i : F i i PHASE 1 NOTES. s I , t { I i I I R 3 , i ,,. p j , T _._ _ _..,° _._ ` � I Ii I i t ¢ g �: E s I 1 E I _` ; i x,, ` t I E I i _ 1. CONTRACTOR SHALL INSTALL TEMPORARY FENCE TO ENCLOSE CONSTRUCTION AREA. PROVIDE - ._ - , , ( I I i " � ! �� 2-45 ANGLES AT CORNERS WHERE 90 ANGLES WILL OBSTRUCT THE VIEW OF PEDESTRIAN AND ",.._ _ ��i r� i i I . L L L VEHICULAR TRAFFIC. I I i ', ' " z I 2. CONTRACTOR TO SET UP STAGING AREA. THIS AREA TO REMAIN THROUGH ALL PHASES. _.., ., .. _. - - - -- �....._,_ . _ f ,`I i g 3. INSTALL AND /OR ADJUST EROSION CONTROL DEVICES AS REQUIRED. ' I _. ._« _. I I 4. CONTRACTOR SHALL COMPLETE MODIFICATIONS DETAILED IN ENGINEERING PLANS. Ti\ 4 l ij r _,, i "`' _ _, E , ^„ 5. REMOVE TEMPORARY SAFETY FENCE ACCEPT AROUND CONSTRUCTION STAGING AREA, AND I _ , . _ 1 1 i W IN ENTRANCE DRIVEWAY ` i I e ;^ 10 ` i C I ! ' s i i TEMPORARY SiGNAGE AND STRIPING ONCE PHASE 1 CONSTRUCTION IS COMPLETE, ''', { I c ' TO REMAIN OPEN` p �` I z i _. I . __ :.- .I "��` I I "` T a I G'p I 6. CONTRACTOR TO MODIFY TEMPORARY FENCE TO ENCLOSE STAGING AREA. _. � 11 ( IN 12 WIDTH EACH y M TH _ m i WAY} , ^;� ', PHASE 2 NOTES: _. �.° 2 ®�'�' G ,, �' " I �I k I %_ N 01 0336" E 93.56 1, '., . Ip CONTRACTOR SHALL INSTALL TEMPORARY FENCE TO ENCLOSE CONSTRUCTION AREA. PROVIDE �. ". ��`, ,; 1 C I N i ? � I . ; I , , CORNERS WHERE 9a ANGLES WILL OBSTRUCT THE VIEW OF PEDESTRIAN AND I, p I ,.t'.� a VEHiCULARTRAFFORN I i 3r j I 11 EE - ! ! " ° 4( 2. INSTALL AND/OR ADJUST EROSION CONTROL DEVICES AS REQUIRED. It " " I "i � - " ___ — _ f 3. CONTRACTOR SHALL COMPLETE MODIFICATIONS DETAILED IN ENGINEERING PLANS. ,' f'1 m I I ,!;, I s ;! l s' 11 4, REMOVE TEMPORARY SAFETY FENCE, TEMPORARY SIGNAGE AND STRIPING ONCE PHASE 2 eI r.: - - P _ , z CONSTRUCTION IS COMPLETE. ' __.- ._ I w I ! ltil�l 1- 1- 1�i -1-I -1 a �' I (� 3 NOTES: m_ I I 0 1, ''r- I PHASE TE __.'> 4 !6 w -" - x S J V '1 ; k { I i w_ A, i. /i , I E I , V I & - 1- 1 -I`I�- e~ v i I „ ", ,� I y, ^. ,✓ ° — ° row . p (t E � "� `� , }' ,; 60� -1�� i s �_b. L� ' \ y -". E:1 I _ ,. f, 11 ,, T' I 4 `;� ' I I g '�4 1. CONTRACTOR TO INSTALL TEMPORARY TRAFFIC CONTROL DEVICES AS REQUIRED FOR _. II t _� _ `I --i -1 .. m. ..._ I& - _ _ _ _ : °, ._. __.. ! -- p _ CONSTRUCTION. ._ i I I .d, , E I ” r' i . - _ c -- i ��i -}-1°3 ^i T I I „f i I , 2, INSTALL AND /OR ADJUST EROSION CONTROL DEVICES AS REQUIRED. -1 k n,`+ "a yy` , j, ”, f, qqx ' " I {'" T G, I I '1� ��° I `/ ' °`, 3. CONTRACTOR SHALL COMPLETE MODIFICATIONS DETAILED IN ENGINEERING PLANS. ' '�.,# G� x [ I ✓,y j r_ y I ( ! ! pk S I ivt,i I_�_....._- ...,�. -y` G ll + I��`i1 - ., r I 4. REMOVE TEMPORARY TRAFFIC CONTROL DEVICES ONCE PHASE 3 CONSTRUCTION iS I` ,:: _. i �� :, 1�i i l��-I 1'al . COMPLETE 11 ( J } I a 4 �I1-i-i- I- I-i -I-I i �]� � M 6 .,. � __ ... ".. __m...' _ ,._.. _.._. _I_I- I- (- i- 1-1-1 ` i I �l"li- f- i- 1 -1�i�/ u Q / 11 ' I, `.�.� i, `} p- I �', I ! I i �p .:t. . I l �"i -i�-1 1` i _ -_ - 11 '° k! I, i 1 '177 -'I-i 1-1� 1 s }I PHASE 4 NOTES: _._ , 11... i i . i I 11 I 1. ",`1 I ! �,' � I l 6 1 l-} 1�1°t� l a, I k4' O INSTALL TEMPORARY TRAFFIC CONTROL DEVICES AS REQUIRED FOR 14 C, i F 1 CONTRACTOR T ED i 6 I i ¢' %.�.^ 1 G i G It _,i " i I, �1- li_1_i�i_I_i`i i x, El CONSTRUCTION. ,71 G�"." I I i �' '' ' 1-1 -17 17-71:1 ; I III " 00000 2. INSTALL AND /OR ADJUST EROSION CONTROL DEVICES AS REQUIRED. ,. s[ i ��7�� '� I ` i 3. CONTRACTOR SHALL COMPLETE MODIFICATIONS DETAILED IN ENGINEERING PLANS. 1 CHAIN -LINK FENCE - i- i- I- i- I- i -I-1 -1 �' I I �6 ¢¢� i WITH DOUBLE GATE �� a I f 4 I 4. REMOVE TEMPORARY TRAFFIC CONTROL DEVICES ONCE PHASE 4 CONSTRUCTION iS I i i''1 .. - I- i- l�li- i�i°C -i j COMPLETE. 4 �` 4 1 I -r,1-17171-171 -I'l; l & ``:, I I i I i >'' € @ f4! i I i I 1-i-1 I 1 3-1 1?1 °, ° ; il ' S. REMOVE TEMPORARY SAFETY FENCE AT STAGING AREA. I If, 6 BUILDING .. __'_._r_ _ G ' 'ra` °'}_ E I, p�_1��- 1- I�� 1, Z i` I i 4 r Q i; ¢I ii i i i :'� : i i! I , 6 €{ I I I°I- l— l- l—rl-1 tI`l,t i p66 G :. 1f f � 1 b :'.4, f ' 'i ' .{ , t I j { ' _i�—I vl_1', i—i I v �� @ 4 p P� �E , I a< i i i i, . 'I y! i . ., �I-li I�I I- 1-1,`I i T 4"W311 i } i I CONTRACTOR STAGING — 1�I�i�l�li�l�l 1 ik 1I I C -1 1�1- 1- I�i- 1 -1-1 -! jt ," AREA TO REMAIN THROUGH �� -1 -17� i' i 3 lt� ;i i ALL PHASES i- 1- I- 1 -i-1 -1 1 i .� I 1, CONTRACTOR TO KEEP PARKING LOT CLEAN OF MUD AND DEBRIS FROM CONSTRUCTION 1 I- 1- 1- 1- i�l�hl 7 , r. t 'c g ? I ` i ^I , I , ' 1 `I , , I i , s € I '1 -'Imml �1°i' -1-It I, °,I ,:. ; , I j ACTIVITIES. Ir =;k` I ,,.. i I t x 1 , 1 I f j j I s ; s ;; n s s_1 i, �� ' "� 2. FENCE GATES TO BE LOCATED AWAY FROM FRONT OF STORE OR AS DIRECTED BY THE SAM'S I i I i I i I �—i—T _ 11-1 -171 � I � I, . � I-I -1- '171'`1 - -it �; [d � " ,i I I ; „ k ; ' 1-1 I`I -1�-I 1-1-1 1 1- 1 -1-1 -i 1�-1 -1 1- 1-1-11 -I -1 -I Vii- 19 -i-1 -1 i CONSTRUCTION MANAGER. CHAIN LINK FENCE SHALL BE WITH ENDURO SHADE CLOTH BY i t- I` I Iii �� , I �1- I- I- 1�1 -11�i �� I _ _ " J I F HENDEE ENTERPRISES, INC., GATES SHALL BE 2 -8' GATES WITH LOCK. I I I' I` CHAIN -LINK FENCE - 1- I�I-I- i-1 - I- 1- I- 1-1i- 1- 1- 1- 0- 1- 1- 1- I1�1�1-I -1-f �i -1-1 -I -1' -I ";' s i" . , I , I [ WITH DOUBLE GATE -1-1 1� Z-1 "1 I -I- 1- I- i- 1- 1- 1:.1�� 1- 1- I- 1��1- 1�1-1f -1 t i (i� I , Ei i' '}} ?I * ! �� ` - -1 - -I jj �' n �t L..._- 3. CONTRACTOR TO REMOVE (GRIND OR BEAD BLAST) PAVEMENT MARKINGS WHEN REQUIRED, ., p --t -7 � . �" i. w ! f r G i i i i - 1- 1- 1�1 -1`f i- 1��1- 1�1�1 -I-i I!;1- I-1- I- I-1- 1- 1- 1 -f-i -1 a !-1`I - I- i -I-1 -I "' k m F ` : w' `'' i( i � � ��` �� '7 ' X 17 - -�� k - >- 4, CONTRACTOR SHALL MAINTAIN PEDESTRIAN ACCESS IN FRONT OF STORE AT ALL TIMES. 1 _ , d -- - - T1 �r `�i� -11�E 1� t _il f - 6 g I �I E. .- i ' "'I.. -,_ . °_. __ 1,�� -__. �:_ , eS' ! II ;.: ' ;: ; ; ' -_ _ .. , =_ -- - ___ �_.._ _ N oo °24'Sa' E..._.251.94'�_...0 ___... � _--- ...__._- .__.,.._.._... I I m '�' i 5. CONTRACTOR SHALL SECURE ALL EQUIPMENT AND SUPPLIES WITHIN STAGING AREA AS .. _..., 1 Y r- g9 " '`...I s ,_. I'`Iy x v _ DIRECTED BY THE CONSTRUCTION MANAGER. APPROPRIATE SIGNAGE SHALL BE DISPLAYED __ _ , _ .__ / FENCE T BE I mom- g, _ e Ik__ i _ _..'___ _.. i _ _ k _._.iii RELO&A7 I� K "E +.!__. ALONG PERIMETER OF THE STAGING AREA DURING THE CONSTRUCTION. i i I ENC �„ . . i j, I` _ r: n i i I ` � i i AREA PREO G 7 i 6. CONSTRUCTION PHASES SHALL BE COORDINATED THROUGH THE CONSTRUCTION MANAGER AND PHASE 2 J CONSTRU I$ I i ji EI I ' / ^ s e.`j s ` ° _- STORE MANAGER. I Ip p .8 °- __ ...__ . _ : __ .. _ i f Y _ ..- i iifi V ry i R I i I I , K " i I i i �� € 7, CONTRACTOR SHALL MAINTAIN TRUCK DELIVERY ACCESS AT ALL TIMES, 999 _ io; H I .,..... - ,_.. r,l. a„ ; f-o ,1 "w.. � +_, _ � � ° I� 8. CONTRACTOR IS ONLY ALLOWED TO CLOSE ONE ENTRANCE AT ANYTIME DURING . i �, i �� tI1 .. _ CONSTRUCTION. CONTRACTOR SHALL INFORM STORE MANAGER AND ANY AFFECTED BUSINESS w:i _.. _... ,._.-. _:! - ___ , ",-'\ _ m it �' d ,i AT LEAST 48 HOUR PRIOR TO CLOSING ENTRANCE, ¢ I� 6 i _ .., _ - ....,_ i E _ .... .. __._ _.... I i "T - _ gg , i 1 W^ - -_. _ _ z, 1' k N ,I s:� i I ° J' Io, (� 9, CONSTRUCTION OF PARKING LOT SHALL NOT INTERRUPT THE PARKING LOT LIGHTING SYSTEM. -- _. _-..._._ _,. a , I 'r _ �� CONTRACTOR SHALL MAINTAIN PARKING LOT LIGHTING AT ALL TIMES EXCEPT THE AREA UNDER _p u , CONSTRUCTION. ,.- i'" {f 1 _... mmx _ _ € I " 11 IT. .w . _ . - I - k" ". > ', I 11 ,. Pn n 10. REMOVE ALL CONSTRUCTION } __ _. C " /'1 : C CONTRACTOR TO DEBRIS, MUD, TEMPORARY FENCING, ETC, UPON `;" rri:. __1 I— _.. _____ - o , -.s COMPLETION OF FINAL CONSTRUCTION. „ I G ,,i ,- __ .-.. a...a._I . . ' , ," v ,_..e . " `--... _ .., ,, . ," ,v . ":? <_.. E x : i „n 11 I A: , N 01 0339 46 _ i ., ,, _,.i I 11. SAFETY FENCE AROUND PERIMETER OF 4mm R =3 840.22' L= 100.01' _ __ i ,, I CONTRACTOR SHALL INSTALL TEMPORARY \, R -3,834 72'x__ _, _._ a " "T., _ . __._ -- / m'111111111118 " S 88 °56'21" E 5 L= 65.04' CONSTRUCTION AREA AS DEFINED ON PLANS, 11 _ .„ - ,831.72 L= '`' 196.59' -. ® -- 12 CONTRACTOR SHALL CONDUCT SITE CONSTRUCTION IN A WAY TO MAINTAIN / 11 ` i - '"'"' -- - _ I sI w -� , s �� CT THE S WORK 11 : _ _ -- - - - - - - -- a �!•_ - __ - ; I ., ; _ ! \ / f r CUSTOMER PARKING AND MINIMIZE INCONVENIENCE. -- .._.v.. v . '.,' S 88 °56'21" E 3.00' -= ._ .____. — _ -- - - _ !� �._ , ` �- _ _ ,_`" -- 07 L 94 21, n. ~. - ' �� \ 'i 13. CONTRACTOR SHALL RE- STRIPE THE PORTION OF PARKING LOT WHICH HAS BEEN ALTERED DUE s �� G -- _ � _ — — _� I _ - -- °° ; °° N 88 °56'21 /"-_ -- — ° , TO CONSTRUCTION '�"" ,,,,, " W 4.26' -= _ . - .. _ _ d, __.____ _____ ___ _ — _ _ - __. _ — e / __ - __ . __ __ ....,_. _a_ _. R 3 803.46 __ _ � -_ .. r _ .. __ __, - _m _,_._ _ _ _ q,, — -_ ;, ,, .,. F_; L 77.14 "„ v o _ -_— - _ _,m.. r 5 88 56' 14. CONTRACTOR SHALL MAKE NECESSARY REPAIRS T N IN _ _ ' _ _. " r m. - 21 E 8.26` CE A RS O ANY PAVING AND /OR CURB & GUTTER ,.,, _.___ . ,..., >= _ __ -_ -__ _ __ .. , µ I DAMAGED DURING CONSTRUCTION ENTRANCE DRIVEWAY TO REMAIN OPEN EXCEPT FOR LIMITED 15. CONTRACTOR STAGING AREA TO BE APPROVED BY SAM'S CONSTRUCTION MANAGER. TEMPORARY CLOSURE FOR CONSTRUCTION OF DRAINAGE w 10 t• • • r r • WAR -r r r r- ] ► • r • If • r • r r r FAI NOTE: "THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS OF EXISTING UTILITIES." * " 4,41 1191 ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN S. .;# DI m FiVft4 D3 will 5 i:'0 I to P09,11 m 5 ra = = � —IIIIIIIIIIIIIII IN f ft L 7 1 ORIGINAL ENGINEER : �mt i W�� ' m I I m��' I x ... lE a" I „ E 0 I w 10 I 1 �I .•• {r ! P t f ! I '� p I , 6i I d6l ..- i p FEMA FLOOD ZONE X I )._..I__ ." i I Ip I I I � � 10 Avmk II s r II uj .tirll I �� t 0 " w II9 , f i °x I 1 l ILL I I u 1tt( I 1 r jZa iiKCH t..11lV."'I, Iwl i rl. ur ti1V IIVIrCRYill u,'7. +'au Rrn6..c, n t ulac [ n11 rrn.a I ?$.I -- - -- -- PROVIDED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOT O ,_._.,_, ,,, ........ ,• p CLEAN VEHICLES PRIOR TO THEM EXITING THE SITE, ANY SEDIMENT OR __... DUST THAT HAS ACCUMULATED AT THE CONSTRUCTION EXIT, OR ON ANY � 4 ,, `• a � ._., as � i r 1 • c II k OTHER EXISTING STABILIZED SURFACE WITHIN THE LIMITS OF IMMEDIATELY. CONSIDERATION SHALL DISTURBANCE, SHALL BE GLEANED I SYSTEM WHERE APPROPRIATE. ANY WATER 6 BE GIVEN TO A WHEEL-WASH " USED FOR CLEANING VEHICLES SHALL BE COLLECTED PRIOR TO LEAVING q ( I THE LIMITS OF DISTURBANCE OR BEFORE ENTERING THE EXISTING e, STORM DRAINAGE SYSTEM. , k f I a *� � 4 x i , c y ,ti• r, \ �� , I 4 , , F f ® , ,, ,....y:.._ r .. -,, i,•x.. ,,, , . _', :._.(.m,.. _ „ =fir, ..._• °.., _ _ ;_ # ?. N01 03'39" 46 - ' 840.22 � L 100.01 , ., STORMWATER OUTFLOW R- 3834.72 _ _.. _ s......, ..,.,.. _,, w _. .._ . 9g -. L -6 " " 5.04 - , � , , , .... � . , , . � � I ON SITE WATER DIRECTED INTO PERMITTED � 0 S 8a 56 21 E 5.50 r _ -- I Y R_ - 3,831.72 SF CE , FDOT . THE ULTIMATE RECEMNG O ' L196 " ., / �. ; b 4 w z 0 F .- WATERS OF THE FDOT SYSTEM IS TAMPA BAY. ✓` - _ IP3 -- - _ \ / S 88 56 21 E 3.00 �ry - _ N 88 °56'21" W 4.26 _ ll4 _.... -- - - R -3 803.46 3 -- ._. --- _- s-- ._..:._ .. - _ , ---- -- ," L=77.14- �;`; ," ,,, m , " __ _._ „_, , <` --- -� � _ _-�; ----- _> � s, .`, 5:88 56 21 E 6.26 mom W THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE 'ONSTRUCTION PROCESS. WAL -MART I SAWS CONSTRUCTION MANAGER,) 1. INSTALL SWPPP ENTRANCE SIGN. 2. INSTALL APPROPRIATE INLET PROTECTION DEVICES PERTINENT TO THE CURRENT LIMITS OF CONSTRUCTION (SEE PHASING PLAN), 3. INSTALL SILT DIKE(S) PERTINENT TO THE CURRENT LIMITS OF CONSTRUCTION (SEE PHASING PLAN). 4. PREPARE TEMPORARY PARKING AND STORAGE AREA (CONTRACTOR STAGING AREA). TEMPORARY 5. INSTALL • ENCLOSE THOSE TO THE LIMITS OF CONSTRUCTION LIMITS ■ _ • r r OF r r • 7. BEGIN GRADING THE SITE IN THOSE AREAS PERTINENT TO THE CURRENT LIMITS OF CONSTRUCTION (SEE PHASING PLAN). 8. TEMPORARILY STABILIZE, THROUGHOUT THE CURRENT LIMITS OF CONSTRUCTION (SEE PHASING PLAN), DENUDED AREAS THAT W2L BE INACTIVE FOR 7 DAYS OR MORE. 9. INSTALL STORM INLETS, STORM SEWERS, CURB AND GUTTERS PERTINENT TO THE CURRENT LIMITS OF CONSTRUCTION (SEE PHASING PLAN). 10. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEYARE BROUGHT TO FINAL GRADE (SEE LANDSCAPE PLAN FOR LOCATION AND MATERIAL SPECIFICATIONS) 11. PREPARE SITE FOR PAVING IN SECTIONS BASED ON THE CURRENT LIMITS OF CONSTRUCTION (SEE PHASING PLAN). 12. PAVE AREAS PERTINENT TO THE CURRENT LIMITS OF CONSTRUCTION (SEE PHASING PLAN). 13. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS THAT ARE PERTINENT TO THE CURRENT LIMITS OF CONSTRUCTION (SEE PHASING PLAN). 14. CALL WAL- MART'S I SAM'S CIVIL ENGINEERING CONSULTANT (CEC) AFTER THE SITE IS FULLY STABILIZED AND ALL GROUND DISTURBING ACTIVITIES (AS A PART OF CONSTRUCTION AND /OR LANDSCAPING) ARE COMPLETE FOR AN INSPECTION. GENERAL CONTRACTOR MUST GET OK FROM CONSTRUCTION MANAGER PRIOR TO CALLING CEC. 15. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER APPROVAL OF THE CEC AND STABILIZE ANYAREAS DISTURBED BY THE REMOVAL OF THE BMP. 16. CONTINUE DAILY INSPECTION REPORTS UNTIL THE FINAL DAY INSPECTION IS SIGNED OFF BY THE CONSTRUCTION MANAGER THAT THE SITE IS FULLY STABILIZED AND THE PERMIT MAY BE TERMINATED. NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION - RELATED ACTIVITIES CONCURRENTLY ONLY IF ALL PRECEDING BMPS HAVE BEEN COMPLETELY INSTALLED. BMP - RELATED STEPS IN THE ABOVE SEQUENCE ARE ITALICIZED FOR CLARITY. 1.) CONTRACTOR SHALL UPDATE THE TABLE BY DATING THE APPLICABLE ACTIVITIES AS PROJECT PROGRESSES. 2.) TIME SCHEDULE MUST COINCIDE WITH SEQUENCE OF CONSTRUCTION. 1.) CONTRACTOR SHALL FILL IN BORROW AND DISPOSAL INFORMATION ABOVE. 2.) BORROW AND DISPOSAL INFORMATION IS NEEDED FOR SOIL FILL AND SPOIL MATERIALS ONLY. 3.) CONTRACTOR SHALL STATE "NOT REQUIRED FOR THIS PROJECT IF ONE OR BOTH ARE NOT REQUIRED FOR PROJECT. ACREAGE SUMMARY (IN ACRES) TOTAL PROJECT AREA 17.62 ON -SITE DISTURBED AREA 2 OFF -SITE DISTURBED AREA 0 TOTAL DISTURBED AREA (MUST MATCH NOI) 2 IMPERVIOUS AREA AT COMPLETION 1.5 PERVIOUS/ SEEDED AREA AT COMPLETION 0.5 OFF-SITE RUN-ON ACREAGE SUMMARY* OFF-SITE DRAI III ORIGINAL I SENGINEER Uj CITY OF -W L.LJ SL U) -tv) +•2 Li IDENTIFY UP- GRADIENT RUN -ON AREAS FOR EACH PERIMETER AREA RECEIVING RUN -ON. "" STATE PREDOMINANT TYPE OF SURFACE COVER (I.E. VEGETATED, PAVED, ROCKED, ETC.), 0 SITE FEATURES 1!® BOUNDARY LINE - - ® ® ® - LIMITS OF DISTURBANCE _... EXISTING STORM DRAIN PROPOSED STORM DRAIN # EXISTING AND PROPOSED CONTOURS DIRECTION OF OVERLAND FLOW EXISTING SANITARY SEWER PIPE EXISTING WATER PIPING PROPOSED "F"CURB PROPOSED "D "CURB 0 EROSION DETAILS ® SS SWPPP INFORMATION SIGN IP3 FILTER SACKS (GRATED INLET) ® SD SILT DIKE ON PAVEMENT SF SF TEMPORARY SILT FENCE CONSTRUCTION EXIT C E (SEE CONSTRUCTION EXIT NOTICE) Q EROSION NOTES / SOIL TYPE PS PERMANENT STABILIZATION/ LANDSCAPE AREA (MULCH) BASED ON THE SOIL SURVEY, PLACID FINE SAND, DEPRESSIONAL (25) AND TAVARES SOILS AND URBAN LAND, 0 TO 5 PERCENT SLOPES (29) ARE THE MAPPING UNITS PREVALENT IN THE PROJECT AREA. THE REPORTED DEPTH TO SEASONAL HIGH WATER LEVEL FOR THESE MAPPING UNITS IS 0 TO 4,75 FEET BELOW THE NATURAL GROUND SURFACE. IT SHOULD BE NOTED THAT THE SITE WAS PREVIOUSLY GRADED AS PART OF THE ORIGINAL SAM'S CLUB CONSTRUCTION. m T.B.M. ELEVATIONS BASED ON PINELLAS COUNTY BENCHMARK MAP NO. 404, DESIGNATION: CAMPUS D. BEING: 53.77 FEET (NAVD 88 DATUM) m ISGS QUADRANGLE a P NOT • SCALE SITE LOCATION MAP NOT TO SCALE GENERAL EROSION AND SEDIMENTATION NOTES A. THE STORMWATER POLLUTION PREVENTION PLAN IS P. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED COMPRISED OF THIS DRAWING ( -SITE MAP'), THE STANDARD FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS DETAILS, SPECIFICATIONS SECTION 02370 ( "SWPPP'), PLUS THE MUST BE REMOVED IMMEDIATLY, PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED Q. CONTRCTORS OR SUBCONTRACTORS WILL BE RESPONSIBE DOCUMENTS. FOR ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE B. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH STORM WATER POLLUTION SHALL OBTAIN A COPY OF THE THE STABILIZATION OF THE SITE. STORM WATER POLLUTION PREVENTION PLAN AND THE STATE R. ON -SITE & OFF -SITE SOIL STOCKPILE AND BORROW AREAS OF FLORIDA GENERIC PERMIT (NPDES PERMIT) AND BECOME SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION FAMILIAR WITH THEIR CONTENTS. THROUGH IMPLEMENTATION OF BEST MANAGEMENT C. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL PRACTICES AS REQUIRED BY THE SWPPP, ADDITIONAL BEST BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS WITH GENERIC PERMIT REQUIREMENTS. DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER S. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THROUGHOUT ALL PHASES OF CONSTRUCTION. THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND D. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL EROSION. CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR T. DUE TO THE GRADE CHANGES DURING THE DEVELOPEMENT OF MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL THE PROJECT,THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY ADJUSTING THE EROSION AND SEDIMENTATION MEASURE (SILT PERMITTING AGENCY OR OWNER. FENCE, ETC.) TO PREVENT EROSION AND POLLUTANT E. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. DISCHARGE. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE U. SEE SITE PLAN FOR PERMANENT AND TEMPORARY SIGNAGE. WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON V. GENERAL CONTRACTOR IS TO DESIGNATEIIDENTIFY AREAS ON SITE AT ALL TIMES. THE SITE MAPSJNSIDE OF THE LIMITS OF DISTURBANCE, FOR F, CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM WASTE DISPOSAL AND DELIVERY AND MATERIAL STORAGE. EXTENT PRACTICAL OR AS REQUIRED BY THE GENERIC PERMIT. W. REFER TO THE SWPPP FOR REPORTABLE SPILL QUANTITIES OF G. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE PETROLIUM PRODUCTS AND /OR HAZARDOUS WASTES. TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO X. SEE PHASING PLAN FOR TEMPORARY FENCING AND BE USED AS EQUIPMENT MAINTENANCE AND CLEANING AREA TEMPORARY FRONT DRIVE LOCATION AND SEQUENCING. EMPLOYEE PARKING AREA, AND AREA FOR LOCATING Y. REFER TO 02370 SPECIFICATION FOR RUNOFF PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET SAMPLING /MONITORING REQUIREMENTS IF APPLICABLE TO SITE FACILITIES. CONTRACTOR SHALL CONSTRUCT SILT DIKE ON DURING CONSTRUCTION. DOWN STREAM SIDES IN COMPLIANCE WITH 02370 Z. CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT SPECIFICATION. ACCORDANCE WITH EROSION CONTROL SEQUENCING SHOWN H. ALL WASH WATER ( CONCRETE TRUCKS, VEHICLE CLEANING, ON THIS PLAN. NO UNNECESSARY OR IMPROPERLY EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND SEQUENCED CLEARING AND /OR GRADING SHALL BE PROPERLY TREATED OR DISPOSED. PERMITTED. 1. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN -UP FUEL OR CHEMICAL MP M CAL SPILLS AND AfNTENANCE EROSION NOTES LEAKS. J. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF ALL MEASURES STATED ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION MOTOR OILS AND OTHER PETROLIUM BASED OR TOXIC LIQUIDS PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL FOR DUST SUPPRESSION OPERATION IS PROHIBITED. NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL K. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH MATERIALS SHALL BE PREVENTED FROM LEAVING THE THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE PREMISIS THROUGH THE ACTION OF WIND OR STORMWATER STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING. DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR L. ALL STORM WATER POLLUTION PREVENTION MEASURES REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. PRESENTED ON THIS SITE MAP, AND IN THE STORMWATER 2. ALL SODDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD POLLUTION PREVENTION PLAN, SHALL BE INITIATED AS SOON STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED AND AS PRACTICABLE. RESODDED AS NEEDED. M. ALL DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR 1 SILT FENCES SHALL BE REPAIRED TO THEER ORIGINAL CONDITION IF DAMAGED. MORE, MUST BE STABILIZED TEMPORARILY WITH THE USE OF SEDIMENT SHALL BE REMOVED FROM THE SILT DIKES WHEN IT REACHES FAST GERMINATING ANNUAL GRASSIGRAIN VARIETIES, ONE -HALF THE HEIGHT OF THE SILT DIKE. STRAW /HAY MULCH, WOOD CELLULOSE FIBERS, TACKIFIERS, 4. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION WHICH WILL NETTING OR BLANKETS AS SHOWN ON SITE MAP. PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. N. DISTURBED SECTIONS OF THE SITE WHERE CONSTRUCTION 5. THE TEMPORARY PARKING AND STORAGE AREA (CONTRACTOR STAGING AREA) ACTIVITY HAS PERMANENTLY STOPPED SHALL BE SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). PERMANENTLY STABILIZED AS SHOWN ON PLANS. THESE 6. PRIOR TO LEAVING THE SITE ALL VEHICLES MUST BE CLEANED OF DEBRIS, ANY AREAS SHALL BE SEEDED, SODDED, AND OR VEGETATED NO DEBRIS AND /OR SEDIMENT REACHING THE PUBLIC STREET SHALL BE CLEAN y LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY 1MMIDIATELY BY A METHOD OTHER THAN FLUSHING. "" Y OCCURING IN THESE AREAS. REFER TO THE GRADING PLAN AND OR LANDSCAPE PLAN. �} 0. VEHICLES TIRES MUST BE WASHED BEFORE THE VEHICLE , ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS lD MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP �� C THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. ONLY USE INGRESS /EGRESS LOCATIONS AS PROVIDED. 4 GRAPHIC SCALE 25 50 100 200 ( IN FEET ) 1 inch = 50 fL fl�EC: `rl1 • ,r III ORIGINAL I SENGINEER 104 CITY OF -W L.LJ BUILDING U) -tv) +•2 Li i n Z n win • Lj fl�EC: `rl1 • ,r i 104 LO L.LJ U) -tv) LO Li i n Z n win • Lj zcTm M CN r 0z �. ct i In LI _ uj > J - M.- fl�EC: `rl1 • ,r DRAWN JMG SHEET Ammll� AM i LO LO i M CN ct z z • • r co i wp r ]; i 00 i i i < < • DRAWN JMG SHEET Ammll� AM im DETAILED DESCRIPTION OF THE LOCATION OF THE SWPPP DOCUMENTATION (BINDER AND SITE MAPS) ON THE SITE. Z M a t i NOTES: 1) THE SWPPP INFORMATION SIGN MUST BE LOCATED NEAR THE CONSTRUCTION EXIT OF THE SITE, UNITS SUCH THAT IT IS ACCESSIBLE AND VIEWABLE BY THE GENERAL PUBLIC, BUT NOT OBSTRUCTING COLORED EXPANSION RESTRAINT CAN NO LONGER VIEWS AS TO CAUSE A SAFETY HAZARD, 2) ALL POSTED DOCUMENTS MUST BE MAINTAINED IN A CLEARLY READABLE CONDITION AT ALL TIMES :!f• f4. THROUGHOUT CONSTRUCTION AND UNTIL THE NOTICE -OF- TERMINATION (NOT) IS FILED FOR THE GEOTEXTILE SHALL BE A WOVEN POLYPROPYLENE PERMIT. 3) CONTRACTOR SHALL POST OTHER STORM WATER AND /OR EROSION AND SEDIMENT CONTROL 800 PSI RELATED PERMITS ON THE SIGN AS REQUIRED BY THE GOVERNING AGENCY. 4) SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT -OF -WAY AND EASEMENTS UNLESS APPROVED 3. BY THE GOVERNING AGENCY. 5) CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY OF THE SWPPP INFORMATION SIGN. INLET GRATE WHEN OIL SPILLS ARE A CONCERN" SWPPP INFORMATION SIGN APRONa," SS 40 GAL /MIN /SQ FT N.T.S. 4a ON THIS SHEET ARE WALMART STANDARD DETAILS MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE 11/01/07 SWPPP INFORMATION SIGN TEST METHOD UNITS INLET BOX. ASTM D -4632 6. THE DEPTH, "D ", OF THE FILTER SACK SHALL BE ASTM D -4632 20 % BETWEEN 18 INCHES AND 36 INCHES. ®• 7, THE LENGTH, "L", OF THE FILTER SACK SHALL ASTM D -3786 420 PSI MATCH THE INSIDE LENGTH OF THE GRATED ASTM D -4533 45 LEIS INLET BOX, SECTION VIEW PROFILE VIEW OF 90 % APPARENT OPENING SIZE INSTALLED FILTER SACK 20 US SIEVE FLOW RATE ASTM D -4491 200 GAL/MlN/ PERMITTIVITY • 'P 1.5 SEC -1 ,4 ,8 w.4 •e '• ... 8. a re4' � °. a• � •.. - "�: ••+..,.®.r. 9• ad ti 0 4 • ;'~ °..•m. ". Yom, > .r' . 4. M . L ±' n �. A e NOTES: 1) THE SWPPP INFORMATION SIGN MUST BE LOCATED NEAR THE CONSTRUCTION EXIT OF THE SITE, UNITS SUCH THAT IT IS ACCESSIBLE AND VIEWABLE BY THE GENERAL PUBLIC, BUT NOT OBSTRUCTING COLORED EXPANSION RESTRAINT CAN NO LONGER VIEWS AS TO CAUSE A SAFETY HAZARD, 2) ALL POSTED DOCUMENTS MUST BE MAINTAINED IN A CLEARLY READABLE CONDITION AT ALL TIMES 20 % THROUGHOUT CONSTRUCTION AND UNTIL THE NOTICE -OF- TERMINATION (NOT) IS FILED FOR THE GEOTEXTILE SHALL BE A WOVEN POLYPROPYLENE PERMIT. 3) CONTRACTOR SHALL POST OTHER STORM WATER AND /OR EROSION AND SEDIMENT CONTROL 800 PSI RELATED PERMITS ON THE SIGN AS REQUIRED BY THE GOVERNING AGENCY. 4) SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT -OF -WAY AND EASEMENTS UNLESS APPROVED 3. BY THE GOVERNING AGENCY. 5) CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY OF THE SWPPP INFORMATION SIGN. INLET GRATE WHEN OIL SPILLS ARE A CONCERN" SWPPP INFORMATION SIGN 4, SS 40 GAL /MIN /SQ FT N.T.S. SOURCE OF DETAIL: EROSION CONTROL DETAILS SHOWN ON THIS SHEET ARE WALMART STANDARD DETAILS MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE 11/01/07 SWPPP INFORMATION SIGN i • FLOW —APRON ON THIS SIDE OF SHALL THE DIKE FOLDED UNDER DIKE SECTION _ ► GLUED DOWN A EXISTING CONCRETE OR ASPHALT PAVEMENT y4,. . •,4 Y'g Lr, f , N\ 1^ \:N\ nN r.\ ^\ r SECTION A —A INLET GRATE LOOPS SIZED F( 1" REBAR. LIFT FILTER BAG FRG... INLET USING REBAR FOR HANDLES. OVERFLOW HOLES (OPTIONAL) GEOTEX11LE BAG--- - 1/4" BRIGHTLY COLORED NYLON ROPE EXPANSION RESTRAINT LOOPS SIZED FOR 1 I �-- OPERATION ROLL OF SILT FENCE HORIZONTAL CHISEL POINT (2 7/8" WIDTH) NOTE: VIBRATORY PLOW IS NOT ACCEPTABLE BECAUSE OF HORIZONTAL COMPACTION POSTS: STEEL T OR U TYPE. FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION. NECESSARY TO CONTINUE OVERLAP SILT FENCE 21AL ACROSS TWO POSTS 'CURELY FASTEN TIE BACK: /ERLAPPING ENDS OF SILT (TYPICAL) NCE MATERIAL TO )JACENT STAKES WITH TREE WIRE TIES OR OTHER kSTENERS SILT FENCE STEEL POSTS T OR U TYPE. 72" MIN. STEEL POSTS, DRIVEN 24" MIN INTO GROUND, POST INSTALLED AFTER COMPACTION COMPACTED SUBGRADE ELEVATION COMPLETED INSTALLATION SPECIFICATIONS FOR STATIC SLICING METHOD FOR SILT FENCE INSTALLATION STATIC SLICING SHALL BE USED TO ANCHOR SILT FENCE FABRIC IN ORDER TO NOT USE THE WIRE BACKING, 1. SILT FENCE SHALL BE INSTALLEL PER ASTM D- 6462 -03 LATEST EDITION. 2. INSTALL POSTS AT A MAXIMUM {)F 5' -0" APART, 3. INSTALL POSTS AT A MINIMUM DEPTH OF 24" ON THE DOWNSTREAM SIDE OF THE SILT FENCE, AND AS CLOSE AS POSSIBLE TO THE FABRIC, ENABLING POSTS TO SUPPORT UPSTREAM WATER PRESSURE ON THE FABRIC. 4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FENCE FABRIC. 5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES, ALL SPACED WITHIN THE TOP 8" OF THE FABRIC, ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST 1" VERTICALLY APART. ALSO, EACH TIE SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN TIGHTENED TO PREVENT SAGGING. 6. WRAP APPROXIMATELY 6" OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES. 7. WHEN NECESSARY TO CONTINUE FENCE, OVERLAP SILT FENCE MATERIAL ACROSS TWO POSTS. 8. NO MORE THAN 24' OF A 36" FABRIC IS ALLOWED ABOVE GROUND LEVEL. 9. DRIVE POST A MINIMUM OF 24" INTO THE GROUND. 10. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION. USE A FLAT- BLADED SHOVEL TO TUCK FABRIC DEEPER INTO THE SLIT IF NECESSARY. 11. COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR, SKID STEER, OR ROLLER EXERTING AT LEAST 60 POUNDS PER SQ. INCH. COMPACT THE UPSTREAM SIDE FIRST. COMPACT EACH SIDE TWICE FOR A TOTAL OF FOUR TRIPS. 12. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTS MAY NOT EXCEED ONE -HALF THE HEIGHT OF THE FENCE. MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE -HALF THE HEIGHT OF THE FENCE FABRIC ABOVE GRADE, 13. WHEN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED A MINIMUM OF 60 'ACROSS TWO POSTS, AS SHOWN. 14. ADD POST CAPS AS NEEDED BASED ON SITE COND111ONS AND APPLICABLE AGENCY REQUIREMENTS, NON -WIRE BACKED SLICING METHOD FOR SILT FENCE INSTALLATION: N.T.S, SOURCE OF DETAIL: EROSION CONTROL DETAILS SHOWN 11/01/07 SF SLICING ON THIS SHEET ARE WALMART STANDARD DETAILS FINISH GRADE SECURE LIFTING LOOPS TO OR UNDER SURROUNDING SURFACE. SOURCE OF DETAIL: EROSION CONTROL DETAILS SHOWN ON THIS SHEET ARE WALMART STANDARD DETAILS FILTER SACK 1/4" BRIGHTLY — COLORED NYLON ROPE EXPANSION RESTRAINT LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE 1. REMOVE TRAPPED SEDIMENT WHEN BRIGHTLY UNITS GRAB TENSILE STRENGTH COLORED EXPANSION RESTRAINT CAN NO LONGER 300 LBS GRAB TENSILE ELONGATION BE SEEN. 20 % 2. GEOTEXTILE SHALL BE A WOVEN POLYPROPYLENE 120 LEIS MULLEN BURST FABRIC THAT MEETS OR EXCEEDS 800 PSI TRAPEZOID TEAR REQUIREMENTS IN THE SPECIFICATIONS TABLE. 120 LEIS 3. PLACE AN OIL ADSORBENT PAD OR PILLOW OVER 80 % APPARENT OPENING SIZE INLET GRATE WHEN OIL SPILLS ARE A CONCERN" 40 US SIEVE 4, INSPECT PER REGULATORY REQUIREMENTS. 40 GAL /MIN /SQ FT 5. THE WIDTH, "W", OF THE FILTER SACK SHALL 0.55 SEC -1 MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE MATCH THE INSIDE WIDTH OF THE GRATED TEST METHOD UNITS INLET BOX. ASTM D -4632 6. THE DEPTH, "D ", OF THE FILTER SACK SHALL BE ASTM D -4632 20 % BETWEEN 18 INCHES AND 36 INCHES. ®• 7, THE LENGTH, "L", OF THE FILTER SACK SHALL ASTM D -3786 420 PSI MATCH THE INSIDE LENGTH OF THE GRATED ASTM D -4533 45 LEIS INLET BOX, SECTION VIEW PROFILE VIEW OF 90 % APPARENT OPENING SIZE INSTALLED FILTER SACK 20 US SIEVE FLOW RATE LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM D -4632 300 LBS GRAB TENSILE ELONGATION ASTM D -4632 20 % PUNCTURE ASTM D -4833 120 LEIS MULLEN BURST ASTM D -3786 800 PSI TRAPEZOID TEAR ASTM D -4533 120 LEIS UV RESISTANCE ASTM D -4355 80 % APPARENT OPENING SIZE ASTM D- 4751 40 US SIEVE FLOW RATE ASTM D- 4491 40 GAL /MIN /SQ FT PERMITTIVITY ASTM D -4491 0.55 SEC -1 MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM D -4632 265 LEIS GRAB TENSILE ELONGATION ASTM D -4632 20 % PUNCTURE ASTM D -4833 135 LEIS MULLEN BURST ASTM D -3786 420 PSI TRAPEZOID TEAR ASTM D -4533 45 LEIS UV RESISTANCE ASTM D -4355 90 % APPARENT OPENING SIZE ASTM D -4751 20 US SIEVE FLOW RATE ASTM D -4491 200 GAL/MlN/ PERMITTIVITY ASTM D -4491 1.5 SEC -1 0 No. 49283 Al LL- K IQ m P, ro-11 N Ell M is W, M W M. ON ilm 19 IME CONSTRUCT CONCRETE RAMP WITH DETECTABLE r-% A rmm% CONSTRUCT CONCRETE I Immm CONSTRUCT CONCRETE A WARNING (TRUNCATED DOMES) AV lk 0 IL RAMP WITH DETECTABLE GRAPHIC SCALE AV IL PER FOOT INDEX NUMBER 304 lk F RAMP WITH DETECTABLE WARNING (TRUNCATED DOMES) BT PER FOOT INDEX NUMBER 304 WARNING (TRUNCATED DOMES) 0 25 Rl v PER FDOT INDEX NUMBER 304 r. • AL 7' f REMOVE EXISTING CURB ... ....... w m d, ff IN FEET ------ S 0 1 *0324" W 437.97' �,p Eamon) " i I -,. - -- - 1 inch 50 -N ol .03'04" E 800.00'DESC � �l lwli GREW EME6 I— -.-- _ I.- 101010- mmmmmmm�"- 7 OMEE am -.sow -MEEMMENEUMMENE., ME, MENE E.M.E.EMENEEMEN A- _4MMM_ moll MATCH A EXISTIN G" B _,lSIDEWAL'k ATCH 13 'Vi� _T1 -1-1--T 17 R"I I FNTiON AREA dio MATCH 1 CURBING,; URB" (CONSTRUCT CONCRETE -5, MATCH MSTING CURB EXISTING -,,-,-,CURB tRAMP WITH DETECTABLE H NOTES 'WARNING (TRUNCATED DOMES) 93' !PER FOOT INDEXNUMBER 30,4 lo -8, PROPOSED ROADWAY WIDENING qf t CREECH ENGIN IMPROVEMENTS RELATED TO THIS SITE PLAN MODIFICATION. CREECH I t , 5 PER FDOT PLANS EERS INC., INC. IS ONLY RESPONSIBLE FOR THE PROPOSED SITE ENGINEERS INC., INC. DID NOT PERFORM THE ORIGINAL SITE DESIGN OR ra SEE SHEET C-2 FEATURES THAT WERE DESIGNED AND BUILT PREVIOUS TO THE PREPARATION 9� e,4 OF THESE PLANS. SURVEY AND ACCEPTS NO RESPONSIBILITY FOR EXISTING SITE CONDITIONS OR j II I� J� '10 p, MATCH C 2. ALL NOTES AND FEATURES ON THIS PLAN ARE ASSUMED EXISTING (UNLESS EXISTING DETAIL CL:. I OTHERWISE NOTED) AND SHALL REMAIN. 1 CURB 3. ANY NEW PAVEMENT SECTIONS THAT ARE TO BE REPLACED SHALL MATCH THE z REMOVE EXISTING CURB EXISTING PAVEMENT SECTION AND MATERIAL SPECIFICATIONS. 61 DUNKIN DONUTS DRIVEWAY LOCATION 4. ANY EXISTING STRIPING WHICH IS TO REMAIN IN PLACE AND WHICH MAY PER FLEXIBLE DEVELOPMENT BECOME OBSCURED OR DAMAGED DUE TO THE CONSTRUCTION OF APPLICATION FLD2006-04021 MENEM pall— IMPROVEMENTS, SHALL BE REPLACED AND/OR REPAINTED AS NECESSARY. o 5 UNLESS OTHERWISE SHOWN, ALL PAVEMENTS, DRAINAGE STRUCTURES AND 5 SITE VISABILITY TRIANGLE PIPES ARE TO REMAIN. 6. ALL NEW PAVEMENT WILL BE SLOPED TO CONFORM WITH EXISTING DRAINAGE H ■ PROP. ONE-WAY SEE SH OPINION— 11.101010 MENNEN— lmillom "I'llem PATTERNS. t EET C-2 SIGN (R6-lR) DETAIL A ®� FDOT TO CONSTRUCT CONCRETE 7. ALL OF THE SITE'S STORMWATER FLOWS WILL REMAIN ESSENTIALLY THE SAME. N D __011*_0_3'3_6"E 93.56' RAMP WITH DETECTABLE 8. THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) HAS AGREED TO If,, NEW :l I WARNING (TRUNCATED DOMES) T� i ACCEPT ALL STORMWATER DISPLACED BY THE ACQUISITION OF A PORTION OF L 5 t --------- SITE PER _Vism[ffy CITY OF CLEARWATER ZONING DATA `7,/� ` _v` 17' I_ FDOT INDEX NUMBER 304 THE SAM'S CLUB STORMWATER MANAGEMENT POND LOCATED ADJACENT TO TE C-3 i� MIN. LOT AREA 10,000 S.F. TRIANGLE H 0 5 U.S. HIGHWAY 19. THIS DISPLACED VOLUME WILL BE TREATED AND ATTENUATED AS REQUIRED BY THE SOUTHWEST FLORIDA WATER A, Own% MAX. FAR CONSTRUCT CONCRETE EXISTING--\ 0.55 C RAMP WITH DETECTABLE THE SWFWMD PRIOR TO BEGINNING ITS ROADWAY PROJECTS. M IN. LOT WIDTH 100 FT. , 11,11, MANAGEMENT DISTRICT (SWFWMD). THE FDOT WILL OBTAIN A PERMIT FROM El 1`7 MIN. !11 MATCH 9. ALL REGULAR PARKING SPACES TO BE IN WHITE PAINT, INCLUDING WHEEL MAX. BLDG. HEIGHT 25 FT. CURB %awe I WARNING (TRUNCATED DOMES) STOPS ED .4 b #IN% t MIN. FRONT SETBACK 25 FT. PER FDOT INDEX NUMBER 304 CD N LEI MIN. SIDE SETBACK 10 FT. rNoo YD 71 8 Co MIN. REAR SETBACK 20 FT, zo PARKING AREA SETBACK 25 FT/1 5 FT E 2 IMPERVIOUS SURFACE RATIO "J C� 0.95 PROP' "00 NOTEN _ TER-SIGN .1)_ fR5w .(R LANDSCAPE BUFFER 15 FT 8 9 L=j OVE MATCH R -.99ow EXISTING R4.5' TING 18 .99op- Ill t CURB R4.5' Vs 0 #0 TY D' LJ bo APE'lb, NST PE X9 Ill 9 6 N. WIN I IF No. BY ORIGINAL ENGINEER 10 CITY OF CLEARWATER BUILDING COMMENTS (42-01-2010) REV.1 BY ORIGINAL ENGINEER (MESIMER) CITY OF CLEARWATER BUILDING COMMENTS (42-01-2010) J 0 1 m I N W k m 172 w M 1 1 2 1 3 ' r+ SAM'S I REMNANTPOND BOTTOM TOP BOTTOM 0 OP i THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CREECH ENGINEERS, INC SHALL BE WITHOUT LIABILITY TO CREECH ENGINEERS, INC. 4 1 5 1 6 1 7 w 191:11fmll 1 � i 1 9 1 10 1 11 ' • s,.. 12 1 13 1 14 11. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING DAMAGE TO ANY EXISTING ITEMS THAT WILL REMAIN IN PLACE AFTER CONSTRUCTION AND DEMOLITION ARE COMPLETE. THOSE ITEMS INCLUDE, BUT ARE NOT LIMITED TO, DRAINAGE SYSTEMS, UTILITIES, CURBING, PAVEMENT, ETC. REPAIRS SHALL BE EQUAL TO, OR BETTER THAN EXISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING ANY EXISTING DAMAGES AND NOTIFYING THE WAL -MART CONSTRUCTION MANAGER. 12. THE CONTRACTOR SHALL COORDINATE ALL ACTIVITIES WITH THE WAL -MART CONSTRUCTION MANAGER AND THE STORE MANAGER. THE EXISTING STORE SHALL REMAIN IN OPERATION DURING CONSTRUCTION. 11 CONTRACTOR SHALL KEEP ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY AND /OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR ACCESS TO AND FROM THE SITE. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITY WITHIN THE PROXIMITY OF THE EXISTING STORE WITH THE WAL -MART CONSTRUCTION MANAGER AND THE STORE MANAGER TO MINIMIZE DISTURBANCE AND INCONVENIENCES TO THE STORE'S OPERATION AND CUSTOMERS. 14. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT THE PUBLIC AT ALL TIMES. FENCING, BARRICADES, ENCLOSURES, BARRELS, ETC. TO BE USED IN THE BEST POSSIBLE MANNER AND AS APPROVED BY THE WAL -MART CONSTRUCTION MANAGER. ip W m W. Lg ( IN FEET ) 1 inch = 30 ft NOTE: "THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS OF EXISTING UTILITIES." PROPERTY LINE EXISTING CURB C EXISTING BUILDING I l EXISTING PARKING STALLS LXJ BUILDING COMMENTS FlCC, i CI EXISTING CART CORRALS H 11 EXISTING SIDEWALK EXISTING BOLLARD I!; EXISTING ELECTRIC METER Ga- - -_ __.__..._... _ _._..__.. EXISTING GAS LINE EXISTING GAS METER ors o EXISTING HANDICAP PARKING -- EXISTING TRAFFIC SIGN EXISTING LIGHT POLE _..... -------- _ w t _._ . _ ._.. __,m._.- EXISTING DRAINAGE PIPE : r C? EXISTING DRAINAGE STRUCTURE ?'n ? EXISTING DRAINAGE MANHOLE EXISTING MITERED END SECTION s EXISTING GRADES EXISTING SANITARY SEWER ?: EXISTING SANITARY MANHOLES EXISTING WATER MAIN EXISTING WATER VALVE EXISTING FIRE HYDRANTS EXISTING BACKFLOW PREVENTER N 01 03 36 E 93.56 t EXISTING TREE TO REMAIN R4.5' t _ I �f EXISTING TREE TO BE REMOVED REMOVE PROPOSED CURB I [ A PROP. "DO NOT ENTER" SIGN (R5 -1 PROPOSED SIDEWALK PROPOSED PARKING STALLS O 1 DIRECTIONAL DRAINAGE ARROWS SD PROPOSED DRAINAGE PIPE PROPOSED DRAINAGE MANHOLE PROPOSED DRAINAGE INLET , PROPOSED HEADWALL PHALT TO BE REMOVED 6 NEW ASPHALT LIMITS OF PARKING MODIFICATIONS r+ SAM'S I REMNANTPOND BOTTOM TOP BOTTOM 0 OP i THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CREECH ENGINEERS, INC SHALL BE WITHOUT LIABILITY TO CREECH ENGINEERS, INC. 4 1 5 1 6 1 7 w 191:11fmll 1 � i 1 9 1 10 1 11 ' • s,.. 12 1 13 1 14 11. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING DAMAGE TO ANY EXISTING ITEMS THAT WILL REMAIN IN PLACE AFTER CONSTRUCTION AND DEMOLITION ARE COMPLETE. THOSE ITEMS INCLUDE, BUT ARE NOT LIMITED TO, DRAINAGE SYSTEMS, UTILITIES, CURBING, PAVEMENT, ETC. REPAIRS SHALL BE EQUAL TO, OR BETTER THAN EXISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING ANY EXISTING DAMAGES AND NOTIFYING THE WAL -MART CONSTRUCTION MANAGER. 12. THE CONTRACTOR SHALL COORDINATE ALL ACTIVITIES WITH THE WAL -MART CONSTRUCTION MANAGER AND THE STORE MANAGER. THE EXISTING STORE SHALL REMAIN IN OPERATION DURING CONSTRUCTION. 11 CONTRACTOR SHALL KEEP ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY AND /OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR ACCESS TO AND FROM THE SITE. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITY WITHIN THE PROXIMITY OF THE EXISTING STORE WITH THE WAL -MART CONSTRUCTION MANAGER AND THE STORE MANAGER TO MINIMIZE DISTURBANCE AND INCONVENIENCES TO THE STORE'S OPERATION AND CUSTOMERS. 14. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT THE PUBLIC AT ALL TIMES. FENCING, BARRICADES, ENCLOSURES, BARRELS, ETC. TO BE USED IN THE BEST POSSIBLE MANNER AND AS APPROVED BY THE WAL -MART CONSTRUCTION MANAGER. ip W m W. Lg ( IN FEET ) 1 inch = 30 ft NOTE: "THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS OF EXISTING UTILITIES." m tgk 4' ORIGINAL ENGINEER C r P � CITY OF CLEARWATER 2 BUILDING COMMENTS qgj I,. 14' H 11 I DUNKIN DONUTS DRIVEWAY LOCATION I!; CONST. PAVEMENT PER FLEXIBLE DEVELOPMENT i ors o APPLICATION FLD2006- 04021 SAW CUT AND CONST. LANSCAPED ISLAND TO MATCH EXISTING PAVEMENT R4.5' : r C? CONST. STOP BAR AND STOP SIG s 1 "ONE Co . L1 PROP. -WAY" ,t SIGN (R¢ -2R) 0 N 01 03 36 E 93.56 i R4.5' LIMITS OF PARKING Er-' " REMOVE >i 0 I [ A PROP. "DO NOT ENTER" SIGN (R5 -1 CURB O 1 yl 0 , SEE PROPOSED LANDSCAPE ■n PLAN FOR CANOPY INFO j m I]:% 4FA t K_*J;J � REV. t7] ORIGINAL ENGINEER C r P � CITY OF CLEARWATER 2 BUILDING COMMENTS qgj I,. 14' I m I B I P MACH EXISTING CURB CONST. PAVEMENT SECTION TO MATCH EXISTING ELEVATIONS IF IN QUESTION CONTRACTIOR TO FOLLOW DRAINAGE ARROWS 4.5' . SAW CUT AND CONST. LANSCAPED ISLAND TO MATCH EXISTING PAVEMENT R4.5' ELEVATIONS USING TYPED CURB (TYP) - : _..... s 1 I i Co . -- 0 i R4.5' LIMITS OF PARKING Er-' " REMOVE >i 0 MODIFICATIONS (TYP.) EXISTIN CURB R4.5' —% I]:% 4FA t K_*J;J � REV. BY ORIGINAL ENGINEER 1 (MESIMER) CITY OF CLEARWATER 2 BUILDING COMMENTS (12-Dl -2010) . 7 DEC 2 3 2010 00'. SHEET • . 0 i >i 0 It 0 , ■n J i C) SHEET _j F.11 tti N m A Fl 9 I I 169 14 AT, i mqffqz�� K K m 1.1 9 im BE BYPASS DRIVE im 13 1 14 1 15 1 16 1 17 ME= 4mm -.2mm- 41mmummommmummm. Affim, A® .ate - - 4mm 77- ammommomm� 4mm '.7- 4ma 4=0 --dmm-- mmmmmmmmm� - ,2, 4wo - 707' 24 15 MOOED IN --- - - - 1 IT` 1a 9.1 iv% GRAPHIC SCALE 0 25 5 0' IN FEET 1 inch = 50 ft. J_ TC)P OF FfANK C> If I �c> 00 A '4— z LL9j 113 In] �7,7� r 77j j � *j MD 7 _FB pgrp F1511 Y\ F15_21 If A rc-1 1 t LLij ek K NOTE: EXISTING LANDSCAPE DATA ORIGINALLY COMPILED BY A MR, JOSEPH R. SAMINIK OF SAMNIK AND ASSOCIATES, LLC THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CREECH ENGINEERS, INC SHALL BE WITHOUT LIABILITY TO CREECH ENGINEERS, INC. 118 tj 137 136 135 134 =ZZ 132 ; V 77 - 77, a- :,z;zz;:z zzzz;z =7-- =0 MUM _J F3 IN WIIIIIIIIIIIIIIII 2 | | 3 � � —GENERAL LANDSCAPE NOTES 1. All plant materials shall be Florida #1 or better and installed to highest nursery standards. Plants shall be healthy, free of pest and disease. 2. All plants shall be container grown except ao noted onplan. 1 All palms and trees shall have straight trunks with no twists, knotting or other defective characteristics. 4. Sod shall ba85% weed free St. Augustine ^F|nrauam^. installed with tight joints. 5. All dimensions shall be field checked by the Landscape Contractor prior to construction with any discrepancies reported to the Landscape Architect. 6. All materials shall be as specified on the plans. If materials, labor or installation techniques do not adhere to the specifications, they will be rejected by the Landscape Architect with specified materials and installation carried out by the Landscape Contractor at no additional cost, T. All required permits are to be provided by the installing contractor unless specifically stated otherwise in the specifications. B. Contractor shall be responsible for all items as shown or described on this plan and specifications. g. Landscape Contractor shall provide all necessary site preparation required to ready the site for planting as specified. 10. The Landscape Contractor shall warranty and guarantee all materials and labor for a period of 90 days for shrubs and gmundoovur, palms and trees. Warranty and guarantee period shall begin upon date ofcompletion. 11. AJI repairs and/or replacements shall be made by the Landscape Contractor within 1V working days upon notification mf any deficiencies bythe owner or their representative. 12. All questions regarding the Landscape Plans and Specifications shall be directed tu the Landscape Architect. FERT/L1ZATON Shrubs and Trees AJI trees and shrubs shall be fertilized with 'Agriform" 20-15-5 planting tablets at time of planting and prior to installation of plant pit backfill. Tablets shall bw placed uniformly around the root ball ot a depth that io between the middle and bottom nf the root ball. Application Rate: 1 Gallon Containen1-21 gram tablet 3 Gallon Cuntainec2-21 gram tablets 5 Gallon Containern-21 gram tablets 7 Gallon Coma\ner'4-21 gram tablets Trees: 3 tablets per each %' caliper oftrunk Gmundoove/Areoa All groundcover areas shall receive fertilization with "Ozmocote" time release fertilizer per manufacturer's specifications. MAI Ff ru � = Now NOTE: MULTI-TRUNK TREE PLANTING SIMILAR, RELOCATED TREE SIMILAR � = NOT TO SCALE IR IF im INSTALL PLANTS WITH ADEQUATE SETBACK TO ALLOW FOR MATURE GROWTH WITHOUT INTERFERENCE BETWEEN PLANT GROWTH TYPES, AND WITHOUT OVERLAPPING PAVEMENT, STRUCTURES, ETC. KEEP BACK FROM PLANT STEM FIN. GRADE REMOVE ENTIRE CONTAINER. --PLANTING SOIL PLANTAT SAME DI:: I ORIGINALLY GROWN. SHRUB PLANTING DETAIL im im im 11 NOT TO SCALE N 00"24'50"E 25 ALL NEW LANDSCAPE AREAS TO BE IRRIGATED IN ACCORDANCE WITH THE GENERAL NOTES AS PROVIDED ON THIS PLAN SHEET NMI NOT TO SCALE EXISTING TREE DRAWN � �� a 0 CHECKED GRR-- u*/E � CNI Z_J Z Igo; ow EZ NX in Li 0 I C14 0. NO. 492 3 LO LO LL W CK CD DRAWN � �� a 0 CHECKED GRR-- u*/E � I WALL DEPTH SCHEDULE AREA I In -- /ft MAX. SPACING J 6 1. PRECAST MANHOLE SHALL BE MANUFACTURED PER LATEST CL En Z) ASTM C478 AND C913 SPECIFICATIONS. U) 73 v A PRECAST FOUNDATION SLAB < 2. THE CONFIGURATION DETAILS SHOWN ARE DESCRIPTIVE >: — < F ALTERNATE ONLY AND MAY BE VARIED TO CONFORM WITH AN Nil FOOTING ESTABLISHED MANUFACTURING PROCEDURE. 0 SHAPE m U) " N ell -, H ! EXPANSIVE BARS WWF 0.20 12" 8" I a. INLt I HUX. {f f `/ f L) z DIKE SECTION SEC110N VIEW a PROFILE VIEW OF u ® INSTALLED FILTER SACK a V` AIt MA/c7c. AIIUCCft/c CUAI1 DC ®t ArlLn I 1.1 TUC LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH TI .. °,'ti:a• 'te � °« GRAB TENSILE ELONGATION ASTM D -4632 20 % PUNCTURE ^.9A..8 `�as'Ya,�,h'.ta• •nA 120 LBS MULLEN BURST ASTM D -3786 800 PSI TRAPEZOID TEAR ASTM D -4533 n' UV RESISTANCE ASTM D -4355 80 % APPARENT OPENING SIZE 4 40 US SIEVE FLOW RATE ASTM D -4491 40 GAL/MIN /SQ FT PERMITTIVITY I ASTM D -4491 " ' s MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM D -4632 265 LBS GRAB TENSILE ELONGATION ASTM D -4632 20 % PUNCTURE 'fit 'm.f. !R *.•4•® 135 LBS MULLEN BURST ASTM D -3786 420 PSI ze :..:dm ,t ASTM D -4533 45 LBS UV RESISTANCE ASTM D -4355 90% APPARENT OPENING SIZE . 8•. :^ 20 US SIEVE FLOW RATE 200 GAL/MIN /SQ FT •4 vtf:: ASTM D -4491 1.5 SEC -1 ADHESIVE ,!°•: AT;• env Q Q .'4 iai °~3 s: ,,'4•v ADHESIVE •�`tl r��f.40 tirr &4vM1` P, a,t •m' S4<- •.4. ter• ,a: 'T• �� °..`•.l a.a.��.n• INLt I HUX. {f f `/ f L) z DIKE SECTION SEC110N VIEW a PROFILE VIEW OF u ® INSTALLED FILTER SACK a V` AIt MA/c7c. AIIUCCft/c CUAI1 DC ®t ArlLn I 1.1 TUC LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM D -4632 300 LBS GRAB TENSILE ELONGATION ASTM D -4632 20 % PUNCTURE ASTM D -4833 120 LBS MULLEN BURST ASTM D -3786 800 PSI TRAPEZOID TEAR ASTM D -4533 120 LBS UV RESISTANCE ASTM D -4355 80 % APPARENT OPENING SIZE ASTM D- 4751 40 US SIEVE FLOW RATE ASTM D -4491 40 GAL/MIN /SQ FT PERMITTIVITY I ASTM D -4491 0.55 SEC -1 MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM D -4632 265 LBS GRAB TENSILE ELONGATION ASTM D -4632 20 % PUNCTURE ASTM D -4833 135 LBS MULLEN BURST ASTM D -3786 420 PSI TRAPEZOID TEAR ASTM D -4533 45 LBS UV RESISTANCE ASTM D -4355 90% APPARENT OPENING SIZE ASTM D -4751 20 US SIEVE FLOW RATE ASTM D -4491 200 GAL/MIN /SQ FT PERMITTIVITY ASTM D -4491 1.5 SEC -1 M M100- I've V , 0 MOO PLARTIRG DETAIL 0.011R, FOR o. o RIMINI NOT TO SCALE 'TREE LEGEND 73 Laurel Oak, 20' ht., 18' sprd., IV cal. 113 Holly, 16' ht., 10 sprd., 6' cal, Tree Identification Tog (reference fs below) 74 Live Oak, 12: ht, 8' sprd., 4" cal. 114 Holly. 20' ht., 14 sprd. 8 cal. 1 Circle around tree number below Indicates extstfria tree to be removed. 1, (2) Live Ook, 12 ht, 8 sprd., 5" cal. 76 Live Oak, 12' ht. 8' sprd., 6" cal. 115 Winged Elm 1W ht., 14 sprd.. 9' cat. 116 Crape Myrtle 14! hL. 10' sprd., 4.5* Col 0 Z r 1 Laurel Oak. 20' ht, 10' sprd. 7' col. 2 Live Oak, 12 ht, S' sprd., 3' cc]. 37Slash Pine, 16' h t., 12' sprd., 7' cal. 38 Slash Pine, 18' ht., 12' sprd, 9' cal. , ' 77 Live Oak 12' ht, S sprd., 4* cal. 78 Live Oak, 12' ht, 8' sprd., 4' cal. V l. i Elm 12� ht., 10! sprd., 4' ca 117 nged 118 Winged Elm 12: ht.. 10: sprd., 4: cal. Live Oak, 12 ht, 8' sprd., 4' cal. Laurel Oak, 12' hL, 8' sprd., 5,5*ccl. 39SIash Pine, 20' ht, 12' sprd.. 9' cal. 40 Live Oak, 20' ht, 28' sprd., 13' cal. 79 Live Oak, 12' ht, 8' sprd., 4' cal. 80 Live Oak. 12' ht, 10' sprd.. e cal. 119 Winged Elm 18 ht., 14 sprd., 9 Col. 120 Laurel Oak. 16' ht. 12! sprd., 6' cal. Laurel Oak, 127 ht., S' spird., 5.5.'col. 6 Laurel Oak, 16' ht., 8' sprd., 6' cal. 41 Slash Pine, 20' ht, 12' sprd., 9' cal. 42SIash Pine. 20' ht., 12' spird.. 9' Col. 81 Live Oak, 20' ht. 10' sprd., 6' cal. 82 Live Oak, 8' ht, 6' sprd., 3' cal. 121 Magnolia, 14' ht., 10' sprd., e Col. 122 Magnolia. 14' ht., 10: sprd.. 4' cal. 7 Live Oak, 12! ht.. 8' sprd.. 5' cal. 8 Live Oak, IV hL, 8! sprd., 4' cal. 431.1ve Oak, 24! ht., 36' sprd., 14' cal. 44 Slash Pine, 20' hL, 10' sprd, 9* cal. 83 Live Oak. 14-' ht. 10' sprd.. 7' cal. 84 Live Oak, 10' ht, 8' sprd.. 5' cal. 123 Magnolia, 14' ht., 10 sprd., C cal. 124 Magnolia, 14! ht., 10' sprd., e cal. 9 Live Oak, 12' hL, Er sprd., 6* cal. 10 Uve Oak, 12! ht., 8' sprd., Y cal. 45Uve Oak, 22' ht, 28' sprd., 11' Col. 46 Live Oak, 12' ht, 8' sprd.,. 5' cc]. 85 Uive Oak, 14' ht. 8' sprd. 5' Col. 86 Live Oak, 12' ht, 8' sprd,: 5' cal. NOT USED Mognol a. 15' ht., 10' sprd., 4' cal. 11 Live Oak, 12! 111., 8' sprd.. 6" Col. 12 Live Oak, 10! ht., 8' sprd., 4* cal. 47 Winged Elm 14' ht., 10' spr-d., 5' Col. 48 Winged Elm 12' ht., 10' sprd., 5' cal. 87 Live Oak. 10' ht. 6' sprd.. 3' cal. Sabot Palm. 25! ht 15 I a Magnolia, 14! ht.. 10' sprd., 4' cal. Laurel Oak 20' ht, 16 sprd.. 10' cal. 13 Live Oak, 14' K, 12' sprd., 6' cal. Laurel Oak, 12: ht., 8' sprd.. 5'cal. Slash Pine, 30' ht., 30' sprd,. 12* cal. Slosh Pine, 30' ht., 12' spird., 6" cal. 51 Slash Pine, 26' ht., ICY sprd., 6' Col. Sabot Palm, 25! ht. Drake Elm. 8 ht 6' 27 cot. 129 Magnolia, 14! ht., 10' sprd., 4' cal. 130 Magnolia. V ht., 16- rd. 7* cal, qy Lourel Ock, 12 ht., 8' sprd., S'col. 16 Laurel Oak, 14' hL, V sprd.. S"cal. 52 Slash Pine, 32' ht., 16' sprd., 12- Col. soprd�, Winged Elm 12' ht.. prd., 5" cal. Z12 Winged Elm 12' ht., 10' sprd., 4" col. 131 Bold Cypress, 12' ht., 6' cal. 132 Sold Cypress, IS! ht., 10" cal. 17 Winged Elm 12' ht., 10' sprd., 5' cal. 18 Winged Elm 12' ht., 10' sprd.. T cal. 53 EP. Holly, 14' ht, 12' sprd.. 6' cal. 54Slosh Pine, 16' ht., 8' sprd., 5' cal. 93 Winged Elm 12' ht., 10' sprd., 4' Col. 4 Winged Elm 12' t., 10' sprd., 5' Col. 133 Bold Cypress, 20' ht, 10' cal. 134 Bold Cypress, 18' ht., 10' spr., 10' cal. 19 Winged Elm 12' ht., 10' sprd.. 4.5- cal. Elm 12' ht., 10! sprd., 5' cal. @Sabot Palm, 25' K Sabot Palm, 25' ht. 95 Winged Elm 12' hL 0' sprd., 5' cal. 96 Winged Elm 12' ht.: 10' sprd., 5' cal. 135 Bold Cypress, W ht., 10' Col. 136 Bold Cypress, 18' ht., IV Col. 1Winged Winged Elm 12' ht,, 10' sprd., 5' cal, Sabot Palm, 2V ht. 57 Live Oak, 14' ht., S' sprd., 6" cal. 58 Live Oak, 14' ht.; a' sprd., 7' cal. 97 Winged Elm 12* hL, 10' sprd., 5' cal 98 Vinged Elm 12' ht., 10' sprd., 5' cal: 1.57 Magnolia. 16' ht., 6' spr., V cal, 136 Magnolia, 16' ht., 6' spr., 6' cc:. Sabot Palm, 25! ht. 4 Winged Elm 12' ht,, 10' sprd., 4' cal. 59 Live Oak, 14' ht.. 10' sprd., 7' cal. 0 Live Oak, 14' ht.. 10' sprd., 7" Col. 99 Winged Elm 12' hL, 10' sprd., 4" cal. 100 Drake Elm 18' ht. 4' sprd., 3" cal. 139 Magnolia, 16' ht., 6' spr., 6" cc. 140 Live Oak, 16' ht., 5' cal. 25Lourel Oak, 16' hL, 14' sprd., 9' cal. 26 Laurel Oak, 18! hL. 14' sprd., 9" cal. 61 Live Oak, W ht., 16' sprd.. 9' Col. 62 Mcgriollo, 12' ht., 16' sprat., 6" cal. 101 Winged Elm 12* ht., 10' sprd.. 47 cal. 1112 Winged Elm 18' ht., 14' sprd., 9" Col. 141 Live Oak, 16' ht, 5* Col. 142 Live Oak, 16' ht., 5' cal. 27 Laurel Oak, 18' hL, 14! sprd., 9* cal. 28 Laurel Oak, 20' hL, 18' rd., 10" cal. 63 Live Oak. 22' ht. 24' sprd., 12' cal. 64Uve Oak, 18' hL, 18' sprd., 12' cal. 103 Winged Elm IV ht., 14! sprd., 9" cal, 104 Live Oak, 22' ht., 20' sprd., 12' cal. 143 Live Oak, 14' hL, 5* cal, 144 Live Oak, 14' ht 5' cal 29 Live Oak, 18' ht,, IV sprd,. 8" cal. 30 Laurel Oak, 22' ht., 20' sprd.. 11' cal. 65Lourel Oak, 22' ht., 32 sprd., 18' cal @ Live Oak, 12 ht, 8' spird., 3" Col, 105 Laurel Oak, 20' ht., IS' sprd., 10' cal. 106 Magnolia, 10' ht.. 6' sprd,. 3.5' cal. 145 Magnolia, W-16' ht. 5' cal. 145 Magnolia, 14!-16' ht., 5- cal. 31 Laurel Oak, 22' ht. 18' sprd.. 16' Col. 32 Live Oak. 20! ht.. 18' sprd, 11' cal. 67 Live Oak, 20' ht., 24 sprd., 12' cal. 68 Laurel Oak, 20' ht., 24' sprd., 14' cal. 6" 107 Magnolia, 10' ht, 6' sprd., 3' cal 108 Magnolia, 10' ht 6' sprd.. 3' col: 147 Magnolia, 14'-16' ht., 5* cal. 148 Magnolia, 14— 16' ht., 5' a[. C 33Uve Oak, 18' ht. 18' sprd.. 11' cal. 30,Slash Pine, 12' hL, S' sprd., 7' cal. 69 Live Oak, 14 ht, S' sprd. cal 70 Laurel Oak, 22' ht., 28' sprd., li* call. 109 Crepe Myrtle, 10 ht, 6 sprd,, 4 COL 149 Live Oak, It ht., 8' sprd., 4' cal. 351.1ve Oak, 24' ht, 32' spird., 14 cal, 36SIosh Pine. 20! ht., 22 sprd., 11" cot. 71 Live Oak. 14 ht, 8! sprd,, 5� Col, 72 Live Oak, 8 K S! sprd,. 5' cot. 1110 Crepe Myrtle, 10' ht, 6' sprd., 4* cal. Ill Winged Elm 12' ht., 10' sprd., 4" cal, 112 Live Oak, 14' ht., 10' sprd,, 5" cal. R LM 73 69 3 30 72 VGY • (TA ;' r I I-N C mr=_ ... ....... . .......... * 79 Vf3 03 j .... ... ..... . ---------- . ..... ....... ............. 7 . . .... XfSt 9 OV ... .... . ..... . . .... LM- (LMV J ------ �_ �43 14 2cJV ----------- 109 ST 20, K ....... ...... . ..... ---------- Mr .......... QV .................. 2* . ..... .......... TA 110 2 . ....... .. ................ 4* 2 Y ............... ariVAL-0 L-10 I 1 TA 43 -36 25_ V5 V6 15 43 € J L9 52 TA W— "` W I P 0 8 2005 j 4 SE 4Af%_f% ; �1 LANDSCAPE PLAN "21 .7 NJ- f-f I YK A -SHEET.- UT 0 X& (J) 0 2i <1 0 U) N L I 1 40'-0 V5 R4 0 Z r if Z 1 C4 0 7N 44* E9 MOO Val C) if < W r. r �1 LANDSCAPE PLAN "21 .7 NJ- f-f I YK A -SHEET.- UT 0 X& (J) 0 2i <1 0 U) N L I 1 40'-0 R4 0 Z 1% if Z 1 C4 0 7N 44* co if < W .j of W 0 co F- 00 16W C3 M LU -01, cc �1 LANDSCAPE PLAN "21 .7 NJ- f-f I YK A -SHEET.- UT 0 X& (J) 0 2i <1 0 U) N L I 1 40'-0 R4 0 Z 1% Z 1 C4 0 7N 44* �1 LANDSCAPE PLAN "21 .7 NJ- f-f I YK A -SHEET.- UT 0 X& (J) 0 2i <1 0 U) N L I 1 40'-0 Z 1 C4 44* co < W .j of W 0 co F- 00 16W C3 M LU -01, cc W MOO, Cl) �1 LANDSCAPE PLAN "21 .7 NJ- f-f I YK A -SHEET.- UT 0 X& (J) 0 2i <1 0 U) N L I 1 40'-0 I • ........ . . OMNI INVIA INE, I 3WNM SOUTH R1W LINE N 89*42'43u W 180.00' DESC INGRESS-EGRESS ESMT ORB 5317, PG 1591 CULF TO BAY BOULEPARD (STMTE ROWD 60) (RlHr VARIES) W INGRESS-EGRESS ESMT m I SANITARY ESMT ................ 6 !t .......... 4 n, 00 C1, 5 N T4 N, 2 .......... . . . . LOT 2 ........ / / //f r N) 4 N 89*41"27" W 2i3R- nn N ;69'41'27" W 316,60' 1 > A __'. � 112W m • 1. "01 CALL 48 HOUR #EFORE YOU D1, It's the Law! j L j & � _ 11 r � SUNSHINE STATE ONE CALL OF FLORIDA, Syr ti��o 'N4 TH I S: < & RA tFIXED BYPASS DRIVE, I - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - 1A I , � ""- 11 11 (�:j W I I I I I I I I I I I I U I I I ► "1 3 1 WIDENING PER FDOT PLANS Fm--1 11 I i1 II II iI II �I II I II I �rl hI II II I Ii I SAM'S CLUB Author Joseph R. Samnik LANDSCAPE TREE CANOPY ASSESSMENT June 6, 2007 SAPA'S CLUB Author. Joseph & So 0 nik LANDSCAPE TREE CANOPY ASSESSMENT June 6, 2007 III II IC I I II II I 44, 11 II I I � I I Ij II )� ZA - - - - - - - - - - -® - - - - --- - - - - — -es- 13 ii rn) I iii + + + ++ + + + + + �il' ®� ii QUIIIIIII IllI fl-0-11 / F1061 .... . .... . 132 7 A1�02 120 o tt5 103 El 04 105 FK--j - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - -- - - - — - - - - - - - - - - — - - - - 17 - - - - - - - - - V ,Lj I I a i I j THE GOVERNMENTAL ACQUISMON OF PARCEL. No. 102 ° " I - � N k K k U U I k� LAN `� - lU) I I� I I I ..o / �� ,, tiers,,` t to n I1 rF 0 E u EPP I j THE GOVERNMENTAL ACQUISMON OF PARCEL. No. 102 ° " I - � N k K k U U I k� LAN `� - lU) I I� I I I ..o / �� ,, tiers,,` t to n I1 rF 0 E u RELOCATE EXISTING TREES (2) AND ALL LANDSCAPING TO NEW ISLAND. tx [folio 0 Dom I** 0 0 o-11L_ .0 O 4 tm M 0 r + ## � r I ■ KIM ISLANDS AS # 'Q 9fGN y'�" SIGN 'ROW 6° hC •RbNT €e-01a 100011101,110=1119-111161 W-V 40W 0 1. ALL WOOD SHALL BE SPRUCE OR PINE -NOT PRESSURE TREATED. 2. CROSS TIES SHALL NOT CROSS OVER WOODY ROOTS. 3. REMOVE ALL STRING & /OR WIRE WRAPPED AROUND TRUNK. 4. REMOVE ALL STRAPS, ROPES, WIRE, & /OR STRINGS USED TO LIFT THE ROOTBALL. - PROPOSED TREES (S) AS SHOWN. 5. REMOVE ALL BURLAP & /OR WIRE FROM THE TOP OF THE ROOT BALL. (SEE DETAIL) 6. TOP OF ROOTBALL TO BE SET 2' BELOW FINISH SURROUNDING FINISH GRADE. HEIGHT MWIIII 2'X2°X4' CROSS MEMBER ffi• DH (DIAMETER AT BREAST HEIG - STANDARD MEASURE OF A SINGLE STEMMED TREE AT 41/2' ABOVE GRADE. ROSS MEMBER ADERGRWND ELECMC BOX .ID 1 I • l r a r l r = !• 1 # _ LOIN r • 4° FERTILIZER TABLETS AS -F,+' .+ r DESIGNED AND BUILT PREVIOUS #PREPARATION LASE OF HEART/NUT OF PALM ..t PLANTIPK, SOIL MULCH 3' FROM TRUNK AROUND ROOT MASS\ Q. fPREPARED BETUJEEN MIDDLE , P1 _... BOTTOM of ROOT MASS / ° / c \/ V ALL NOTES AND FEATURES ON PLAN L1 ARE ASSUMED EXISTING (UNLESS Q R � p TILLED AND LOOSENED OTHERWISE NOTED) AND SHALL REMAIN. 0 MINIMUM 5 LAYERS •a of z OF ROOTBALL FERTILIZER TABLETS ® � 6 AS SPECIFIED. PLACE UNIFORMLY AROUND ©f Y✓ C x , I F ....,,._ ...__.» .....__ . _.. _.. .. �. N.T.S. f OF ROOT MASS. UNDISTURBED SOIL LU 4; ygg & SOIL lu > 0 g' Q' r 2. APD ENGINEERING IS ONLY RESPONSIBLE FOR THE PROPOSED SITE ® 4� 4 JI k ® v 4 0 :' f D 9 § Elk � E BR -v...� !- f• !t Q t, f o, ° • o : �,,,,.• -- - �,,, .. r : r• e v • c v CONTRACTOR RESPONSIBLE PROTECTION # ALL EXISTING LANDSCAPING r FINISH GRADE a Drawing Alteration It is a violation of law for any person, unless acting under the direction of v IRRIGATION DURING CONSTRUCTION. IF SAID LANDSCAPING AND/OR IRRIGATION BECOMES 1011 r r, r r ir• ` , r : r- r r NATIVE SOIL B- ACKFILL OR AMENDED SOIL DISTURBED OR DAMAGED DURING CONSTRUCTION OR AS A RESULT OF CONSTRUCTION, IT • • B.• z • : # . Y SOIL ANALYSIS CONTRACTOR'S RESPONSIBILITY TO REPAIR # ■ REPLACE a' r LANDSCAPING 1 S • _R y �pypingtsrinting, Software and other processes required to produce COMPACTED SOIL TO PREVENT SETTLING th , 0 can stretch or shrink the actual paper or layout. Therefore, scaling of this drawing may be Inaccurate. Contact APD Engineering with any need for additional dimensions or clarifications. LOCAL #. .. ■ 1 # ■ + r # R AGENCIES'REQUIREMENTS AND SPECIFICATIONS. RECEIVING HOLE SHALL BE . APPROXIMATELY ROOT BALL DIAMETER • 6. ALL NEW LANDSCAPING SHALL BE PROVIDED WITH AN IRRIGATION SYSTEM THAT SUPPLIES tm M 0 r + ## � r I ■ KIM ISLANDS AS # 'Q 9fGN y'�" SIGN 'ROW 6° hC •RbNT €e-01a 100011101,110=1119-111161 W-V 40W 0 1. ALL WOOD SHALL BE SPRUCE OR PINE -NOT PRESSURE TREATED. 2. CROSS TIES SHALL NOT CROSS OVER WOODY ROOTS. 3. REMOVE ALL STRING & /OR WIRE WRAPPED AROUND TRUNK. 4. REMOVE ALL STRAPS, ROPES, WIRE, & /OR STRINGS USED TO LIFT THE ROOTBALL. - PROPOSED TREES (S) AS SHOWN. 5. REMOVE ALL BURLAP & /OR WIRE FROM THE TOP OF THE ROOT BALL. (SEE DETAIL) 6. TOP OF ROOTBALL TO BE SET 2' BELOW FINISH SURROUNDING FINISH GRADE. HEIGHT MWIIII 2'X2°X4' CROSS MEMBER ffi• DH (DIAMETER AT BREAST HEIG - STANDARD MEASURE OF A SINGLE STEMMED TREE AT 41/2' ABOVE GRADE. ROSS MEMBER ADERGRWND ELECMC BOX .ID 1 I • l r a r l r = !• 1 # _ LOIN r • 4° t . PINE TREE PLANTING C>ETAIL Z0OTESALL " AND LOOSENED I I p B 1=1 I I =1 SOIL BACKFILL 'li A- C11_ f6 i K2•X4' STAKE 3 TO 5 TIMES THE WIDTH OF THE ROOTBALL TREE FLATTING DETAIL a:..r. O..E•. • ,UGE WIRE AND ECTIYE RUBBER HOSE EN STAKE i GRADE ORED PLANTING SOIL SOIL TO MINIMIZE SETTLIW. HEI GALLON TABLETS 5 GALLON CAN: 3 - 21 GRAM TABLETS GALLON , [ ., `fir _ TABLETS TREES: 3 - 21 GRAM PALMS: GRAM TABLETS 2. GROUNDCOVER AREAS: ALL GROUNDCOVER AREAS SHALL RECEIVE FERTILIZATION WITH "OZMOCOTE" TIME RELEASE ■ r AS ■ • MANUFACTURER'S SPECIFICATIONS. MULCH 31 FROM STEMS 3• MULCH LAYER FERTILIZER TABLETS AS -F,+' .+ r DESIGNED AND BUILT PREVIOUS #PREPARATION LASE OF HEART/NUT OF PALM SPECIFIED. PLACE tNIFORMLY PLANTIPK, SOIL MULCH 3' FROM TRUNK AROUND ROOT MASS\ Q. fPREPARED BETUJEEN MIDDLE MULCH 3" DEPTH BOTTOM of ROOT MASS / ° / c \/ V ALL NOTES AND FEATURES ON PLAN L1 ARE ASSUMED EXISTING (UNLESS I � p TILLED AND LOOSENED OTHERWISE NOTED) AND SHALL REMAIN. 0 MINIMUM 5 LAYERS 3 TO 5 TIMES WIDTH z OF ROOTBALL FERTILIZER TABLETS 2 NON—SLIP METAL COLLARS AS SPECIFIED. PLACE UNIFORMLY AROUND ©f Y✓ C x , I F ....,,._ ...__.» .....__ . _.. _.. .. �. N.T.S. ®: OF ROOT MASS. UNDISTURBED SOIL LU 4; LONG TAPER MIN, 18- INTO UNDISTURBED & SOIL lu > 0 g' Q' r 2. APD ENGINEERING IS ONLY RESPONSIBLE FOR THE PROPOSED SITE ® 4� 4 JI k UJ 0 :' . CONC CURB d" Elk � E BR - r r r .• ; r r, i .rrr r; r G Q t, WOODEN ST- i • - - • i :rr i• r r - i x • : •r • - r -� r • r • • ` r • • ' r • r ` i - " r • i • .. r r . • • r , _ i r t . PINE TREE PLANTING C>ETAIL Z0OTESALL " AND LOOSENED I I p B 1=1 I I =1 SOIL BACKFILL 'li A- C11_ f6 i K2•X4' STAKE 3 TO 5 TIMES THE WIDTH OF THE ROOTBALL TREE FLATTING DETAIL a:..r. O..E•. • ,UGE WIRE AND ECTIYE RUBBER HOSE EN STAKE i GRADE ORED PLANTING SOIL SOIL TO MINIMIZE SETTLIW. HEI GALLON TABLETS 5 GALLON CAN: 3 - 21 GRAM TABLETS GALLON , [ ., `fir _ TABLETS TREES: 3 - 21 GRAM PALMS: GRAM TABLETS 2. GROUNDCOVER AREAS: ALL GROUNDCOVER AREAS SHALL RECEIVE FERTILIZATION WITH "OZMOCOTE" TIME RELEASE ■ r AS ■ • MANUFACTURER'S SPECIFICATIONS. MULCH 31 FROM STEMS 3• MULCH LAYER BASE OF BUD # FERTILIZER TABLETS AS -F,+' .+ r DESIGNED AND BUILT PREVIOUS #PREPARATION LASE OF HEART/NUT OF PALM SPECIFIED. PLACE tNIFORMLY PLANTIPK, SOIL MULCH 3' FROM TRUNK AROUND ROOT MASS\ fPREPARED BETUJEEN MIDDLE MULCH 3" DEPTH BOTTOM of ROOT MASS / ° / c \/ V ALL NOTES AND FEATURES ON PLAN L1 ARE ASSUMED EXISTING (UNLESS EXISTING UNDISTURBED SOIL TILLED AND LOOSENED OTHERWISE NOTED) AND SHALL REMAIN. NATIVE SOIL BACKFILL MINIMUM 5 LAYERS 3 TO 5 TIMES WIDTH z OF ROOTBALL FERTILIZER TABLETS 2 NON—SLIP METAL COLLARS AS SPECIFIED. PLACE UNIFORMLY AROUND SHRUB 8 CsROUNDCOVER PLANTING DETAIL ROOT MASS BETWEEN N.T.S. MIDDLE AND BOTTOM OF ROOT MASS. UNDISTURBED SOIL < 2 -27X4" STAKE W/ LONG TAPER MIN, 18- INTO UNDISTURBED GENERAL NOTES: SOIL IS THE CONTRACTOR'S RESPONSIBILITY TO REPAIR OR REPLACE SAID UTILITIES AT 1. ALL EXISTING BUILDING, SITE AND LANDSCAPING INFORMATION SHOWN ON THIS PLAN IS REPRESENTED BASED ON USE OF THE LISTED REFERENCES. 2. APD ENGINEERING IS ONLY RESPONSIBLE FOR THE PROPOSED SITE IMPROVEMENTS RELATED TO THIS EXPANSION PROJECT. APD ENGINEERING UJ DID NOT PERFORM THE ORIGINAL SITE DESIGN OR SURVEY AND :' BASE OF BUD # HURRICANE • . • FULL ,J -. • .+ r DESIGNED AND BUILT PREVIOUS #PREPARATION LASE OF HEART/NUT OF PALM NOTE: BUD SHALL BE PERPENDICULAR PLANS. TO GROUND WITHOUT STRAIGHT AND NO SCARRED OR BLACKENED TRUNKS. 3. ALL NOTES AND FEATURES ON PLAN L1 ARE ASSUMED EXISTING (UNLESS BURLAP TO PROTECT OTHERWISE NOTED) AND SHALL REMAIN. MINIMUM 5 LAYERS •,r r r,•r rr r r r ..: � r .r r z ,: 2 NON—SLIP METAL COLLARS 4. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES (6) 2 X 4 WOODEN STRIPS OVER BURLAP DURING CONSTRUCTION. IF SAID UTILITIES BECOME DISTURBED OR DAMAGED, IT < z 6" SOIL SAUCER TO HOLD WATER IS THE CONTRACTOR'S RESPONSIBILITY TO REPAIR OR REPLACE SAID UTILITIES AT i r r r r . r r� r r � r •rr PLANT PALM 0" TO 2' ABOVE GRADE THE CONTRACTOR'S EXPENSE AND PER THE LOCAL GOVERNING 1 ■ UJ ♦i�}} :' .. TO SPECIFICATIONS PROJECT MANAGER DATE BR - r r r .• ; r r, i .rrr r; r 1 r ,• i ., •r : - ,i i it D :• r : r rr t, WOODEN ST- PROJECT DESIGN DATE • - - • i :rr i• r r - i x • : •r • - r -� r • r • • ` r • • ' r • r ` i - " r • i • .. r r . • • r , _ i r �,,,,.• -- - �,,, .. r : r• 110III1111111HIF; IIIIN�14111111111P � _ Copyright !!• , . CONTRACTOR RESPONSIBLE PROTECTION # ALL EXISTING LANDSCAPING r FINISH GRADE a Drawing Alteration It is a violation of law for any person, unless acting under the direction of licensed Architect, Professional Engineer, Landscape Architect, or Land IRRIGATION DURING CONSTRUCTION. IF SAID LANDSCAPING AND/OR IRRIGATION BECOMES 1011 r r, r r ir• ` , r : r- r r NATIVE SOIL B- ACKFILL OR AMENDED SOIL DISTURBED OR DAMAGED DURING CONSTRUCTION OR AS A RESULT OF CONSTRUCTION, IT • • B.• signature • the specific description of the alteration or - • : # . Y SOIL ANALYSIS CONTRACTOR'S RESPONSIBILITY TO REPAIR # ■ REPLACE a' r LANDSCAPING 1 S • _R y �pypingtsrinting, Software and other processes required to produce COMPACTED SOIL TO PREVENT SETTLING th , 0 can stretch or shrink the actual paper or layout. Therefore, scaling of this drawing may be Inaccurate. Contact APD Engineering with any need for additional dimensions or clarifications. LOCAL #. .. ■ 1 # ■ + r # R AGENCIES'REQUIREMENTS AND SPECIFICATIONS. RECEIVING HOLE SHALL BE . APPROXIMATELY ROOT BALL DIAMETER • 6. ALL NEW LANDSCAPING SHALL BE PROVIDED WITH AN IRRIGATION SYSTEM THAT SUPPLIES : 100% COVERAGE TO ALL REQUIRED LANDSCAPING PLANT MATERIAL CONTRACTORIS • . • • i - . • - � r � r r r i RESPONSIBLE FOR MODIFYINGADDING TO THE EXISTING IRRIGATION LINES AND SPRINKLER NOTE: STAKING & GU�ING REQUIRED FOR PALMS, IF NECESSARY, OR AS DIRECTED BY THE LANDSCAPE ARCHITECT. HEADS WITHIN THE LIMITS OF •s K ANY IRRIGATIO r SPRINKLER HEADS PALM TREE PLANTING AND STAKING DETAIL 3445 Winton Place - Suite 208 RELOCATED/REPLACED TO MAINTAIN COVERAGE OF LAWN AND LANDSCAPED AREAS. ALSO Rochester, 4• 585.273.0273 REFER TO NOTE #9 ON DRAWING "C2". www.apd.com N rl • li BYPASS DR. #] :Tlllr7:jr7� # 1 # .•s r r- ` • -r •,r r r,•r rr r r r ..: � r .r r • •', �f rri, r. r, r ,r r r i 1 .• �• • -r i r r r r . r r� r r � r •rr , ,. . • • • r •�r r air • r r :' .. r .. r r. r • r r r` PROJECT MANAGER DATE r r r- r. r •, �• - r r r .• ; r r, i .rrr r; r 1 r ,• i ., •r : - ,i i it D :• r : r rr t, r • -� rr r� r 'r .s. • • PROJECT DESIGN DATE • - - • i :rr i• r r - i x • : •r • - r -� r • r • • ` r • • ' r • r ` i - " r • i • .. r r . • • r , _ i r �,,,,.• -- - �,,, .. r : r• f x r •• • .. it ; r rr •• .- ••• - - i Copyright !!• , . - • • • - - r . r , i , a Drawing Alteration It is a violation of law for any person, unless acting under the direction of licensed Architect, Professional Engineer, Landscape Architect, or Land Surveyor alter any Rem on this document in any way. r r, r r ir• ` , r : r- r r `' Any licensee who alters this document is required by law to affix his or her seal and to add the notation "Altered By' followed by his or her signature • the specific description of the alteration or - ALE PLANS �pypingtsrinting, Software and other processes required to produce r •. r .• r- .•. • ,. r■ , . - it i th , 0 can stretch or shrink the actual paper or layout. Therefore, scaling of this drawing may be Inaccurate. Contact APD Engineering with any need for additional dimensions or clarifications. . • r - •, • rr• r r • r • -i ,, : • . • • i - . • - � r � r r r i 1111/111 • 3445 Winton Place - Suite 208 r- r Rochester, 4• 585.273.0273 www.apd.com •rr r r � r ,• • it .• s- • • - • r - -s� • ► -• •' Ir' Sam's Club Expansion r �. .. rl - i • ..• .; Club #6420 r r. ■■ ■, r r r ■ �. ■ i. Gulf-to-Bay Blvd. •. ■ 1 1■ 1 1 i r � # + . r • , # , ... r r r !' Pinellas County, Project Name & Location: r r. r r■ ryr r yrr + r # Landscaping I ■ r # #• r# r+ r rr Dirawihg I! I Project No. r. r- Drawn By.. r Scale: 0 Drawing No fJ_ L T - 4t'•721 52 `4 PIA 8'.8" POURED CONC. CAP W12 #4 BARS C04M PLACE 1 #4 DOWEL. 30- LONG- W/ A 10- HOOK, AT EACH CORNER 8"x8' PRECAST FULL IMDTH OF vry W - W - W W WV WV NOT TO SCALE 2" GAS LINE -4 42.86 rpml 18 DIA. PIPE • RET. POND TOP VIEW NOT TO SCALE l, -EL.- 40.00� cV NOTE: EXIST. TOP OF INSTALL EXPANSION BANK EL. 39.00 q JOINTS @ ±20' O.C. C 6" LIMROCK BASE 12" STABILIZED SUB-BASE 4 % A- '4 �IS7) OUTFALL STRUCTURE EL. 36.36 36" 3 CONCRETE RETAINING CURB _BOTT. EL. 35.0.0 A ON Z4\ _aM ' & N4 42.00 41.70 40.93 41:�O - 41.10 40.46 42.11 41 �88 41.97 41.96 41.65 40.85 CONC.43.00 4 42.20 RAMP C) I DO 41.77 U��L_i__39 E71 42.12 42.21 !AS Mrs, H EXIST 8- W/L 40.99 W - 40 L 0 L VICINITY MAP ELEVA-nON LEGEND PROPOSED ELEVATION 40.07 V) � r" 0 ��LLJ f to 0 W hQQ a: u- 41.14- Ed W _J RJ_ EXISTING SPOT ELEVATION 5; < _J j/ 'r 39.96 T.I. TOP OF ISLAND F.P. FINISHED PAVING T.C. TOP OF CURB F.F. FINISHED FLOOR M tj ad ...... 39.55 41.78 ............ - ........... 41 .4-2 - ...... .. .......... ... :40;54.... 0 ..... .... ........ SAM S 41.69 - may......... .... ........ 3 9.79 CLUB, SAMS CLUB FUELING STATION .41:58,' _ ...... CLUB #6420 ....... CLEARWATER M3 FLO R I A 1.46 ........ ..... ... .... ON FLUM ... . ............ 41;00 - - 0 - 3 n h III n Y n RIP-RA 0 5 C ......... 40.43- ....................... ........... ...... �379. < Lli 0 0 .62- .0, % ....... .40.87 0 0 41' F_ F.P ;F.P. 40.51 40.51 40' ;1:3' POND BOTTOM 32.82 Tl .40",32 - 40,9 F.P. 4 F P., FP- .40.52 65 L F OF CONC. RETAINING CURB ... ........ w/ 3' RAILING .40.2 40.53 40:45� -40-35� - Wv ... -319.419 ........ ...... ...... ........... 0.0 .... ......... • Wv W Wv TO BE AJti�1 ED. ................ BE LEVEL WITH, -NEW... ....... .39 :9i7 �*. 4 GRADE Ir 3: DOUBLE CHAMBER POLLUTION CONTROL 00 STRUCTURE RE-USE EXISTIN TOP EL. 39.50 x FLARED END S TION P-RAP 18" RCP INV. EL. 34.90 40.80 39.72 INV. EL 34. 3 BOTTOM OF STRUCTURE @ EL. 32.90 39.87 38.99 L 0 L VICINITY MAP ELEVA-nON LEGEND PROPOSED ELEVATION co V) � r" 0 ��LLJ f to 0 EXISTING ELEVATION TO BE MATCHED hQQ a: u- O Ed W _J RJ_ EXISTING SPOT ELEVATION 5; < _J j/ 'r SURFACE WATER FLOW T.I. TOP OF ISLAND F.P. FINISHED PAVING T.C. TOP OF CURB F.F. FINISHED FLOOR ►8" GRAPHIC SCALE 0 20 30 40 1 1 1 (IN FEET) 1 inch = 20 ft. SAM'S C LU B 608 S.W. 8TH STREET BENTONVILLE, AR 72712 Sheet Contents: Now", Il Drawn By: Checked By: Revisions: 1. Revised grading plqn per.HFA Project Number. Date: Sheet- Copyr C� 00 co V) � r" 0 ��LLJ f to 0 tL (D 0 z a: u- Ul < Ed W _J Vz to 4� 5; < _J j/ 'r A P R ry M tj ad IL Cn z X z 0 SAM S WHOLESALE CLUB, SAMS CLUB FUELING STATION CLUB #6420 CLEARWATER FLO R I A SAM'S C LU B 608 S.W. 8TH STREET BENTONVILLE, AR 72712 Sheet Contents: Now", Il Drawn By: Checked By: Revisions: 1. Revised grading plqn per.HFA Project Number. Date: Sheet- Copyr DOSTING PROPOSM (111-4 OR MAX) ZONING DISTRICT, OG 00 U STORMV' VATER STORMWATER DETEN,noN LOT AREA ( Ft and Acre# Grm Area, within p Y linesy 219.020 SF S.028 AG.. 219,020 SF 56028 A0. 10.000 SF WN Net Area (Gro3a mtnus May for vzhlcLqar occceslway3y NA NA LOT N° Tit: i00" WN. LOT 4 100' K DENSITY (Based on not aCrC3X N.A. N.A. BVILDiNG COVERAGE (4 Ft and 2 of She) 0 0 4 MAX GROSS FLOOR AREA d F.A.i2.c 0 0 FAR-0,4 MAX SETBACVS (Also include c9mensions on Otte ply drowlngk Front- N.A. f2A. F. Hd A N.A. REAR: N-k N.A. GFiro N.A. td.A. PA (Sq. Ft. d of rate 0 0 OPEN SPACE Totol for the Lot (Ssg Ft cnd of sitty 219,020 SF 219. , 100% 25% bl7d. For the Fiont Yard ( Ft. and of roqjked front dj: NJL N.A. Extmfor PartMater Buffem N.A. N.A. Perking Lot fink d krq (� a and X Vahfa t of b� cg/ h k N.,k N.A. az UK P KING (Gtw3 appUcc4is fannulay N.A. N.A. Mom-, r', rf m --n �% 5° Fl M F �T-� - vit PROPOSED - ---UT TRANSFORMER 9- LAUREL OAK rLME"\ E3- -9:@ LAUREL OAK i PLANT TO BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS IT BORE IN THE CONTAINER TREE SHALL BE STAKED USING #14 WIRE AND 2'X2'X36' PT SYR STAKES DRIVEN BELOW GRADE. ALL WIRES TO BE MARKED WITH FLAGGING TAPE 3' CYPRESS MULCH LAYER 6' -12' TREE SAUCER PLANTING HOLE TO HAVE VERTICAL SIDES Ifflim UL=-U Z, 4 Cis! Cull LOT QV OUTPARCEL F' nwKirr?• I I Inv' 14 Laurel - Oak, 12' ht 8" sprd., 5'caL 79 Uve Oak, 1 1 2 ht . . Il' sprd.: 4' cal. �)HNub/ (JNUU1NUUUVL_N 15 Laurel Oak, 12' ht, 8' sprd., 6'cd. 16 Laurel Oak, 14' ht, 10' sprd., 8'cal. 60 81 Live Oak, 12 ht® 8' sprd„ 4' cut, Live Oak, 14 ht, 10' sprd., 7' cal. PLANTING- DETAIL 35 Live Oak, 14' ht, 8' sprd., 10 coL 1 17 Winged Elm 12' ht„ 10' sprd, 5' cal. 82 Live Oak, 12 ht, 8' sprd., 3' cut. 101 Winged El m 12' ht.: 1 0' sprd., 4" cal. 18 Waged Elm 12' ht., 10' sprd.® 5' col, 83 Live Oak, 14 ht, 10' sprd,, 6' cal, 38SIash Pine, 20* ht : Winged Elm 16' hL, 14' sprd,, 7' is 19 Winged Elm 12' hL, 10' sprd., 4.5' cal. 84 Live Oak, 12 ht, 8' sprd., 4' cal. NOT TO SCALE 40 Live Oak, 14' ht 8' sprd., 8' cal. 1 20 Waged Elm 12* hL, 10' sprd., 4' cal. 85 Live Oak, 12 ht, 8: sprd., 5' c& 106 Magnolia: 10� K, 6' sprd,, 2,1 Waged Elm 12' ht., 10' sprd., 4' cal. 86 Live Oak, 12 ht, 8 sprd., 5' cal. 43Live O. 108 Magnolia, 10 ht, ♦' sprd., 22 Saba( Palm, 25' ht. 87 Live Oak, 10 ht, 6' sprd., 3* cal. 45 Live Oak, 14' ht, 8' sprd., 7' caL 1 23 Sabol Palm, 25' hL 88 Sabot Palm, 25' hL III Winged Elm 12: ht., 10' sprd., 4' cal. 24 )i'4inged Fire 12' hL, 10' sprd., 4' Col. 89 Saba] Palm, 25' ht. 48 Winged Elm 12' h L, 10' sprd,, 5' cal, 1 113 Magnolia. 16' ht., 10 sprd., 4.5' caL 25 Laurel Oak, 14' at, 10' spud., 7* cal. 90 Live Oak, 10 hL 6' sprd., 3' coL 50 Slash Pine, 20 hL, 0' sprd., 6 cal. 1 26 Live Oak, 16' ht-, 12' sprd., 8' cut. 91 Winged Elm 12' ht, 10' sprd., 5' cal, 116 Winged Elm 12' hL, 10' sprd., 4.5' cat, 27 Louref Oak, 14' ht ! 0' sprd., 7' cot. 92 Winged Elm 12' ht., 10' sprd., 4' cal, S1 I i I I In �nnl 28 Live Oak, 14' ht., 30 sprd,, 8' cal. 93 Winged Elm 12' ht., 0' sprd., 4' cal. 29 Laurel Ock, 14-ht 0' sprd., 6* caL 94 Winged Ban 12' ht, 10' sprd., 5- cal, 31 Lourel Oak, 14 ht�: 110 sprd., 7' caL 95 Winged Om 12 ht., 0' sprd., 5' cal, 31 Laurel Oak, 16' hL, 12' sprd., 10* coL 96 Winged Elm 12' ht. 10' sprd., 5' cal. e a , L, ftf—ffprd7,`i# car----P—'W1ng&d C CM—r4 h 33 Live Oak, 14' ht, 8' prd., 8* cal. 9 98 Winged Orn 1 2' ht., 10' sprd., 5" cat, 34 Stash Pine, 20' hL, 10' sprd., 5* cal. 9 99 Winged Elm 12' h L, 10' --prd., 4" cal. 35 Live Oak, 14' ht, 8' sprd., 10 coL 1 100 Winged Elm 10 hL 8' sprd., 2,5" caL 36 Slash Pine, 20* p ht, 0' sird., 8* cal. 1 101 Winged El m 12' ht.: 1 0' sprd., 4" cal. 37 Slash Pine, 20' ht.: 1 102 Winged Elm 16 ht, 14 sprd, 7* Col. 38SIash Pine, 20* ht : Winged Elm 16' hL, 14' sprd,, 7' is : t 104 Live Oak, 18' ht., 12' spral., 10* Cal, 40 Live Oak, 14' ht 8' sprd., 8' cal. 1 105 Live Oak, 16' hL, 12' sprd., 7' cal, 41 Slash Pine, 20' iit., 10' spud, 7' cal. 1 106 Magnolia: 10� K, 6' sprd,, 42SIash Pine, 20' ht Sprat., 7' cal. 1 107 Magnolia 10 ht, 6' sprd., 3' cad, 43Live O. 108 Magnolia, 10 ht, ♦' sprd., 44SIash Pine, 20 ht, 10 sprd., 7' cal. 1 109 Cre" Myrtle, 10' ht, 6' sprd., 3* cal, 45 Live Oak, 14' ht, 8' sprd., 7' caL 1 110 Crepe Myrtle, 10' ht, 6' sprd., 3' cal. 46 Live Oak, 12' ht 1 8' sprd., 5' cal. I III Winged Elm 12: ht., 10' sprd., 4' cal. 47 1411riged Elm 12' ht, 10 sprd., 5* cal, 1 112 Winged Elm 12 hL, 10' sprd., 48 Winged Elm 12' h L, 10' sprd,, 5' cal, 1 113 Magnolia. 16' ht., 10 sprd., 4.5' caL 49 Slash Pine, 20' ht., 10' spud., 8' cot. 1 114 Holly, 16' ht;8�10 sprCL, 6' cot. 50 Slash Pine, 20 hL, 0' sprd., 6 cal. 1 115 Lourd Oak, ht, 12* sprd, 9' caL 51 Slash Pine, 20' ht, 10' sprd., 4' cal. 1 116 Winged Elm 12' hL, 10' sprd., 4.5' cat, 52 Slash Pine, 20' h L, 10* sprd., 8 " Col. 1 117 Winged Orn 12' ht., 1 0: sprd., 4" cal. S1 I i I I In �nnl Z 0 54 Slosh Pine, 20' ht., 10' sprd., 5' cal. 119 Wn6ed Om 14' hL, 12' sprd., 7.5' cal, 55Sabal Palm, 25' ht. 120 Waged Elm 14' hL, 12' sprd., 7.5' col. 56 S01,01 Palm, 25' ht, 121 Laurel Oak, 16' ht, 12' sprd., 6* end, 571me—Ock—. 12• hL, -8--sprW, 5.5" Col. 12-2-Laurel- Oak, 12' ht, 10 sprd.;- 3' col; 58 Live Oak, 12' hL, 8' spud, 6" cal. 123 Laurel Oak, 16' ht, 112' sprd., 6" cal, C3 m 59 Live Oak, 14' ht. 10' sprd., 6' cal. 124 Laurel Oak, 14' ht, 10' sprd., 5' Col. (4 60 Live Oak, 14' hL, 10: sprd., 6' cot, 125 Laurel Oak, 14' ht, 10' sprd., 5' cal. 0 61 Live Oak, 14' ht., 10 sprd., 7' cal. 126 Magnolia, 14' hL. 10' sprd., 5' cat. 62 Magnolia, 12' hL, 8' sprd., 5' cal. 127 Magnolia, 14* ht., 10' sprd., 4' cal. 63 Live Oak, 14' ht. 10' sprd., 8' cot. 128 Live Oak, 16' ht., 12' spud., 8' caL 64 Live Oak, 14' ht.: 10' sprd., 8' cal. 129 Magnolio, 14' hL, 10' sprd., 4' cal. 65 Laurel Oak, 16' ht., 12' sprd., 12' cat 130 Live Oak, 16' hL, 12' sprd., 8' cal, 131 Magnolia, 16' ht, 10' sprd., 7' cut, MATERIAL-S LIST QTY KEY BOTANICAL NAME COMMON NAME SPECIFICATIONS 8 MG Magnolia grandiflora 'D.D. Blanchard' Southern Magnolia B/B, 12'-14' oah, 5-6' spr,, 3" cf,b.h. 3 OL Quercus fourifolia Laurel Oak B/B, 12'-14' oah. 5'-6' spr,, 3* cl.b.h, 4 QV Quercus virginiono Live Oak B/B, 12'-14' oah. 5-6' spr., 3' d.b.h. 13 RI Raphiolepis indica Indian Hawthorn 3 gallon, 14" hL, 30" o.c. 62 VO Viburnum obovatum Walter's Viburnum 3 gallon, 24" above finish grade, 36" o.c. MULCH Grade 'A' Shredded Cypress Mulch Mulch to 3' depth GENERAL NOTES 1: ALL LANDSCAPE MATERIAL SHALL BE FLORIDA NO,I GRADE OF BET-TER AS SPECIFIED IN GRADES AND STANDARDS FOR NURSERY PLANTS PARTS I AND 11 , BY THE DIVISION OF PLANT INDUSTRY, FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, AND SHALL CONFORM TO CURRENT AMERICAN ASSOCIATION OF NURSERYMAN STANDARDS FOR NURSERY STOCK. LANDSCAPE MATERIAL SHALL BE INSTALLED ACCORDING TO SOUND NURSERY PRACTICES, 2. ALL REQUIRED CANOPY TREES SHALL BE A MINIMUM OF 12 FT. OVERALL HEIGHT WITH A MINIMUM 4" TRUNK CALIPER (MEASURED 6- FROM GRADE) AT THE TIME OF PLANTING, ADJUST TREE LOCATIONS AS NECESSARY TO AVOID CONFLICTS U) WITH UTILITIES, OBSTRUCTIONS, ETC, REFER TO MATERIALS SCHEDULE FOR EXACT SPECIFICATIONS. �21 3. PROPOSED TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM HARDSCAPE ELEMENTS, SHRUBS SHALL BE SPACED A MINIMUM OF 2 FEET FROM HARDSCAPE ELEMENTS (e.g. BUILDINGS, WALKS, CURBS, DRIVES, ETC.) Full 4. ALL PLANTINGS SHALL BE MULCHED WITH, A MINIMUM 3" LAYER, ALL TREES IN LAWN AREAS TO HAVE A 6 FT. DIAMETER MULCH RING AROUND THE TRUNK. 5. THE LANDSCAPE CONTRACTOR SHALL SOD ALL DISTURBED AREAS. Q: rri 6. THE CONTRACTOR IS RESPONSIBLE FOR THE CLEAN—UP OF THE PREMISES AND REMOVAL OF ALL DISCARDED AND SURPLUS MATERIALS AND RUBBISH. a: 7. THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATIONS OF EXISTING TREES, SHRUBS, AND LAWNS, PRIOR TO INSTALLATION OF PROPOSED MATERIALS, EXTRANEOUS MATERIALS SUCH AS ROCKS, DEBRIS, UNACCEPTABLE SOILS, BUILDING MATERIALS, OR ANY OTHER MATERIALS THAT MAY BE A DETRIMENT TO THE HEALTH OF THE PLANT MATERIALS SHALL BE REMOVED. B. THE LANDSCAPE CONTRACTOR SHALL BECOME ACQUAINTED WITH RELATED SITE IMPROVEMENTS, INCLUDING SITE GRADING, PAVING, AND ALL UTILITIES (WATER, SEWER, POWER, CABLE, ETC.) TO PRECLUDE ANY MISUNDERSTANDINGS AND ENSURE A TROUBLE FREE INSTALLATION. 9. THE EXACT LOCATION OF EXISTING AND PROPOSED STRUCTURES, UNDERGROUND UTILITIES, AND PIPES, ETC., MAY NOT BE AS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO DETERMINE THE LOCATION OF THESE ITEMS AND SHALL CONDUCT HIS WORK IN A MANNER TO PREVENT INTERRUPTION OR DAMAGE TO EXISTING SYSTEMS WHICH MUST REMAIN OPERATIONAL. THE CONTRACTOR SHALL PROTECT EXISTING STRUCTURES AND UTILITY SERVICES WHICH MUST REMAIN OPERATIONAL AND SHALL BE RESPONSIBLE FOR THEIR REPAIR/REPLACEMENT IF DAMAGED BY HIM. 10. CONTRACTOR SHALL CALL SUNSHINE STATE ONE—CALL AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION ACTIVITY. (1-800-432-4770) LANDSCAPE PLAN PROPOSED FILIELING-i;i STATION Drawn By: KC Checked Ely: JEFF Revisions: L1 A— 4C0" LANDSCAPE PLAN PROPOSED FILIELING-i;i STATION Drawn By: KC Checked Ely: JEFF Revisions: L1 A— 4C0"