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HomeMy WebLinkAboutR-2020-129 GPT Dania Beach Owner, LLC (Panattoni) Site Plan (SP-038-20)RESOLUTION NO.2020-129 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF DANIA BEACH, FLORIDA, APPROVING THE SITE PLAN FOR THE CONSTRUCTION OF A 82,197 SQUARE FOOT WAREHOUSE BUILDING IN THE IRO (INDUSTRIAL RESEARCH OFFICE) ZONING DISTRICT (SP-038- 20), SUBMITTED BY HOPE CALHOUN, ESQ., ON BEHALF OF THE PROPERTY OWNER GPT DANIA BEACH OWNER, LLC, FOR THE PROPERTY LOCATED AT 1900 NE 7TH AVENUE, IN THE CITY OF DANIA BEACH, FLORIDA; PROVIDING FOR CONFLICTS; FURTHER, PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, Hope Calhoun, Esq., on behalf of the owner, GPT Dania Beach Owner, LLC, (the "Applicant") has requested site plan approval, for the proposed construction of a new 82,197 square foot warehouse building in the IRO (Industrial Research Office) zoning district at 1900 NE 7th Avenue in the City of Dania Beach, Florida, as legally described in Exhibit "A", a copy of which is made a part of and incorporated into this Resolution by this reference; and WHEREAS, the City Code of Ordinances, Chapter 28, entitled "Land Development Code" (the "LDC"), of Part 6, entitled "Development Review Procedures and Requirements", Article 635, entitled "Site Plans" of Section 635-20(A), provides that site plan approval is required as a condition to the issuance of a building permit; and WHEREAS, on May 19, 2020 and July 14, 2020, the City's Development Review Committee (the "DRC"), which includes representatives from the Broward Sheriff's Office, Broward Fire Department, Public Services Department, the City's landscape consultant and the Planning Division staff, reviewed the site plan for compliance with all applicable regulations; and WHEREAS, the City Commission conducted a duly noticed public hearing on September 14, 2020, in accordance with Article 610 of the LDC; and WHEREAS, the City Commission finds that the approval of the proposed site plan (SP-038- 20) is consistent with the City's Comprehensive Plan, Policy 1.3 which provides that: "clean light industrial development will be encouraged to support the tax base for the community and to provide a wide range of employment for residents of the community;" and Policy 1.2 which provides that: "Commercialized activities will be provided to serve the residents of the community"; and WHEREAS, the City Commission finds that the approval of the proposed site plan (SP-038- 20) is consistent with the City's LDC Section 635-60 by demonstrating compliance with the applicable land development regulations; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF DANIA BEACH, FLORIDA: Section 1. That the foregoing "WHEREAS" clauses are ratified and confirmed as being true and correct, and they are made a specific part of this Resolution. Section 2. That the City's staff report is ratified and confirmed as being true and correct and is made a specific part of the Resolution as part of the City's findings of fact. Section 3. That pursuant to Chapter 28, entitled, "Land Development Regulations", Part 6, entitled, "Development Review Procedures and Requirements", the following Site Plan (SP-038-20) attached as Exhibit `B," which is made a part of and incorporated into this Resolution by reference, is approved subject to compliance with the following conditions (references to Sections are those appearing in the LDC): 1. The applicant should provide traffic data to the city after the site has been operating for a minimum of six months under regular traffic conditions. The data should include truck and vehicular counts at the main driveway at NE 7th Avenue as well as at the entrance to the warehouse. The data collected should be for the morning and afternoon peak times for two typical weekdays. (Traffic Engineering) 2. After six months of opening date, the applicant should provide an assessment of the internal site circulation to confirm that it is operating according to the estimates provided in the traffic study. If discrepancies from the study occur, the applicant should provide mitigation measures as needed. (Traffic Engineering) 3. Additional comments may apply and will need to be addressed prior to Building Permit approval. (Engineering) 4. The Site Plan approval shall be concurrent with Variances approval. (Engineering) 5. Demonstrate that the proposed Guardrail is not in conflict with line of sight or sight triangles. Show on the plan if there are any existing culverts. Demonstrate no conflict with existing culverts. Wetland impacts will need to be reviewed by Broward County and ACOE as applicable. 2 RESOLUTION 42020-129 The slope behind Guardrail across the canal shall be revised per FDOT standards. Misc. asphalt shall be required under the guard rail. (Engineering) 6. Provide water & sewer availability letter from City of Dania Beach Public Services. The applicant shall be responsible to evaluate and analyze the existing lift station onsite. Any required upgrade shall be the responsibility of the applicant. (Engineering) 7. Any road cuts for utilities, curb cuts and/or others with the City ROW shall be restored to full lane width for 50' minimum length centered on the proposed cut. (Engineering) 8. The proposed sanitary lateral shall be revised to provide 1 % minimum slope. It shall tie-in to existing main with WYE connection. Direct connection to a sanitary manhole shall not be allowed. (Engineering) 9. Potable water shall not be used for irrigation. Irrigation water meter shall be removed from plans. (Engineering) 10. Wheel stops, five and one-half (5 1 /2) inches high, shall be installed two (2) feet from the head (front) of a parking space. (Engineering) 11. Provide BC standard details for pavement marking and signage. All traffic control signs shall conform to Broward County Traffic Engineering (BCTED) and MUTCD standards. BCTED signs specifications consist of Type XI retroreflective sheeting materials except for school zone and pedestrian signs which shall be comprised of retroreflective fluorescent yellow -green sheeting certified type IV. (Engineering) 12. All pavement markings shall be alkyd based thermoplastic and fully retroreflectorized, per BCTED specifications with the exception of parking stall striping. (Engineering) 13. Provide Maintenance of Traffic (MOT) Plan by a licensed General Contractor/Professional Engineer in the State of Florida (If applicable). (Engineering) 14. In accordance with City Code of Ordinances in Article 415. SIDEWALKS AND SWALES, Owner is responsible for the construction of sidewalks / swales within the road ROW when buildings are constructed or substantially improved. (Engineering) 15. Detail and complete engineering plans will be required prior to Building and R/W permit approval. (Engineering) 16. Provide utility piping conflict details and demonstrate acceptability of the separation between water, sanitary, storm -sewer lines, etc. (Engineering) 3 RESOLUTION #2020-129 17. Show all existing and proposed utilities on the landscaping plans for potential conflicts. (Engineering) 18. Provide ADA parking, access / driveway, and sidewalks /ramps including dimensions in accordance with Chapter 553 of the Florida Statutes. "Accessibility of Handicapped Persons" and latest edition of "Accessibility Requirements Manual" by Department of Community Affairs, Florida Board Building Codes and Standards, and'in accordance with Americans with Disability Act (ADA). (Engineering) 19. Provide drawing file (dwg or dgn) disk of the approved site plan in Florida State Plane Coordinate (NAD 83). This should be addressed as part of the final submittal. (Engineering) 20. Provide regulatory agencies' approval documentation and Permits/Licenses (as applicable) as part of the final submittal, prior to issuance of the Building Permit (Broward County Surface Water License, Broward County EPGMD Wastewater Permit, Florida Department of Environmental Protection, FDOT, BC Environmental, BC Aviation, BCTED etc.). Also, include Utility / Right of Way Permits from City, Broward County, and State Roads as applicable. (Engineering) Section 4. That pursuant to Section 635-100 "Expiration of Site Plans" of the Land Development Code, the site plan (SP-038-20) shall automatically expire and become null and void unless the Applicant files a complete building permit application with construction drawings for the improvements shown on the site plan, within eighteen (18) months from the date of this Resolution. Section 5. That the issuance of a development permit by a municipality does not in any way create any right on the part of an Applicant to obtain a permit from a state or federal agency, and does not create any liability on the part of the municipality for issuance of the permit if the Applicant fails to obtain requisite approvals or does not fulfill the obligations imposed by a state or federal agency, or undertakes actions that result in a violation of state or federal law. Section 6. That all resolutions or parts of resolutions in conflict with this Resolution are repealed to the extent of such conflict. Section 7. That this Resolution shall be in force and take effect immediately upon its passage and adoption. 4 RESOLUTION #2020-129 PASSED AND ADOPTED on October 13, 2020. ATTEST: THOMAS SCHNEIDER, CMC L8WLE CITY CLERK <e► 0► MAYOR 1SHE01� APPROVED ASyq FO AND CORRECTNESS: f i THOMAS J. CITY ATTO 5 RESOLUTION #2020-129 EXHIBIT "A" LEGAL DESCRIPTION PARCEL B OF "NISA PLAT", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 147, PAGE 14 OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA RESOLUTION #2020-129 EXHIBIT `B" SITE PLAN RESOLUTION #2020-129 I I COLOR LEGEND I I BUILDING UTILITIES ----------------- I I --------------------- - I LANDSCAPE i SIDEWALK/CURBS/PADS bWAl AT DRIVEWAY U. BLOCK /�i� - ■ AT PARKING SPACES .�.�.MEN VEHICULAR USE AREA EXIN IA 1,71.11.1 ff:W� USKAr '® 7'0 n �o moo t polo TRASH ENCLOSURE SECTION 4 TRASH ENCLOSURE PLAN 3 TRASH ENCLOSURE GATE 2 'tE 0i FlOAO g: 1 o a U v Q W o m Z M a Lu Q o �:E = tiQ o Z M oQ z °Q a o a D-1.1 CAUTION. IF THIS— IS-- IT IS A REDUCED PRINT 777 71 F- 13.- J.— -7.- 77 —71- — 5 11 71-1 77 -1=1 1-1 .1 71— 7— 211 P ll - 1 11 -i.—, -F, ass SIGHT DISTANCE (d) AND RELATED DISTANCES (dL. dr) (FEET) 2 LANE UNDIVIDED --- --------------------------------- — -0 SIGHT TRIANGI—Eff—_(�) r ci 1113.202 D Ld LU ca Z M < W -j LL 0 z w 0 Z M F- c) < < 02 0) z < < I I _ II I I I I I - I I I I I I I - 6DA `l ----i-----I--------t---- f---- -----i --- I I I _ ROOF PLAN 1 L� g_A P. IIS >3m-c _tea CAUTION. IF THIS SAGET 2 V ­0 o. PI-11T 5� T.O.P.To T p p GROUNDLIE-L SIGHT STUDY Ind l no _za A T.p —To P TRUCKAPRON WEST EXTERIOR ELEVATION k—lill 1-14 1 14:111 T, �-41! 21 1 v�,T 10111 1-1111 I'll 1 GROUND LEVEE SOUTH EXTERIOR ELEY-fl�lN--_T ADDRESS SIGN, GLASS RE' 25% PRIMARY EUEVATM <= 1900 IM SE—C,Ry —ATIM REWIRED PROVIDED SIGNAGE BOUNDARY MSTE�A�(PRIMARY)-SMSF (150 SF ALLOWED. 150SF(2 = 75 SFCC MAX.) F-TARABC 9,MSF-25%-2.MSF 2266 SF 2.26e SF jA . S E, 16-,117MAXHEG LETTER HEIGHT: NOT LESS THAN 8" NOT TO EXCEED 2'. C— --IHG �AST TO RACKGRCUAID �W SURFACE MWNMED \A, SIGNAGE PA NATTON/ DAN/A BEACH SITE PERMIT SET 1900 NE 7th AVENUE, DANIA BEACH, FL 33004 Sheet List Table Sheet Number Sheet Title C-1 COVER SHEET SURVEY/PLAT PD-2 PAVING, GRADING, AND DRAINAGE SECTIONS PD-3 PAVING, GRADING AND DRAINAGE DETAILS PD4 PAVING, GRADING, AND DRAINAGE DETAILS PD-5 DRAINAGE WELL DETAILS PD-6 DRAINAGE WELLS DETAILS W&I WATER AND SEWER PLAN WS-2 WATER AND SEWER GENERAL DETAILS WS3 WATER DETAILS VdS4 SANITARY SEWER DETAILS PM-1 PAVEMENT MARKING AND SIGNAGE PLAN PM-2 PAVEMENT MARKING AND SIGNAGE DETAILS _-, VT-1 VEHICLE TRACKING SHEET ESC-1 EROSION AND SEDIMENT CONTROL PN LA ESC-2 EROSION AND SEDIMENT CONTROL DETAILS FP-1 FIRE ACCESS SITE PLAN FP-2 FIRE ACCESS DURING CONSTRUCTION OFF-1 OFFSITE IMPROVEMENTS PLAN LEGAL DESCRIPTION crresAn.Ar,.raw.ro mnrnAf na,Ym, asrccw�fnWrufeowie,,vasc u. RrnR p SEPTEMBER 2020 LOCATION SKETCH 1"=300' SECTION 26 -TOWNSHIP 50 - RANGE 42 PREPARED BY: SSASHSKE SII N +ASSOCIATES WIL RMWRRRR I IARR WRYEYORf CYVf I LRM ]F1195A1A]SIRiR ]]W fARORA]E WAY.YMYAfl fLDRDA ]]p35 .w.]NRDN.ww N Wt E s Wo_! Y?_ 3No � cou)+ e ap& 9 z e w � u Lu N V m Q r c F- LU W a 0U) Z O � O sTATU : PERMIT SET N -� '- orxarzsrxo%cmwrew,sxrrox LEGEND _awns,mm�nasraor,wu Cu7�-mms�osmeewrovuN.�sw.a ALL ELEVATIONS SHOWN ARE IN NAVD 88 b c d'm5a s _ �• _omrzsmsnnvwr.,nxr oonun•rxomcnemiminus im.a� % Will i s �� OFIgrt5Mr91nu[ _unurzsma'tam cwtssumsua.ws. El - mu[iroaw'cxsss[cmn mu2�wrwaosue'swa[.veewnwax .o.rs,v�..� GENEMLNOTES: W G & E E i gE{ all 3 E ry• � BCAIHf-9tl ®-0&VIFSH4'95FL 9.LY.6NE1 � - OFMII6MT]SfD WWW4NFLL -- - OBORTI1tlPW0' FlVitliggvpiCN/ mv,...surxsn.wa ..wum� a ^�.....� �z ...» v ro 30ui - . , n ,ro w�. �.wKx t � �r v J sm i I � ti E a maamlm�rat�a�" �tas�z�� rs � �o��L�ee�rlese>.�rs�� SEEM ®mmUrsmsm� ®�aa�sm�w�r NoestKillirazzmm� ¢Z6q, a Z a N re Z C z PROP. BUILDING e_ roa a FFE=10.00' }; 1 Z m � ® m m i © o ® _ ri, m ©_ © t MA I Sol [S➢ 11 Mill 1 Tim 6 E'S5 �2d ALL ELEVATIONS SHOWN ARE _ IN NAVD 88 , rn T=ZZ :-Co 6 VJN++ $ a� LLI .o 90 � s z e m � �a ma� p j _y d ravavrmsav '°0` i m•ass.wwr 'x` , ue.m � _ ,gZ Z SECTION EI=1, SECTION C Z ZLij s U F 5 F� a Q Z Q e d $ sure of SEION D i° SroNA�E' SECT/ON nesz �I-_� STATUE: PERMIT SET BHEET NAME: Paz 9HEEf90F 1p GENERAL NOTES, EIEVArbas ffsstro NAw lleeN. A11 YgKK 9NALL GIX6aNAro 1NE CRY OF DANN BEMM PUBLIC YAdif a DEPIAIAENIB ORAgxRAND DIWNAGE REGUUTIpe AID &TANWFDB. BCDEP WATER MWADFMM aEaRAiD13 ANDeraNDAmeANDFrgEW D.O.T. sTN1DMDePmiM TKKSEORIwD a BADGE WN&rgUCTCN. s nAEPDd(BABEC ME: AT sT61BV NelONa oP rNEAaTDWN.81uu PA43Ass ummnnl ORADED IMFOavLv pOWNro-D .ICN MOI =DM W M NECEssARV NORDER AEETaudlsg REOdRrT BEDONEAIl CRSHBEPNHMAimuLS PvcEpou • AwTEpALNANuo��M:ad;NBFutlxG PATO�3R�SLIE36nWl toovAUNOTBE EPIAL BTA911xm8 P.W.NAN£AMN.LSR�MINDm .y Av®.m 5 L®AEINpD.sU6&ITe SIDEWNI( �' AwiEIWLBNLE WAP/GIEDT�O OF ROCiOR COM'AGrpx168i, PFa AABNrO TiBCAEnpD. IFlEON tME P9CN0/GE DpLABEeNAlLM2TfOOTeTAIDDDAe sElFaiiHN Rri > � xa AWAv r ABRYLrICCONCPETEHHALL m I um OPt•TVPEBPBS, TACKCOAim BETNIDIIIFre. sPEgPlcnnaas lxDlNMeEr Poam NSEctDN (i/--�s(��,ry°/r1��r--tr\/1 r rn$ LacaloN a Au BxBnuG ununEs. rrE coMTwcroR relelE POR THE AuoDR er Nun EerwvAraNw PonESNN.EDBTWMNA T � P�.—TINR T�D�wlm u6tmurvmrnPAM s. P�woR�ro amluwNG ANrmNBm.DrwN AwAiLcouEucrs or EnsnND unLmEs Wm PParosm rNE avIER Pwoaro �J 1 1 salruyeA DmNwN�� w...u,w..cwo,v.�R ¶ENGIUEERANo BEGMMNGLw.sn+r�+.Imnor o�wM.tlwwtc DEVrc®. v�lm BRaxARD mlxly PrDPGem PARNrw lnraoRrvEsaTUNEcanxu:ro�asliAunaiou%E UMrs oF�� ACCESSIBALE RAMP .f.•.� ...am CONCRETE SIDEWALK DETAILS xx �N,Ep n. Wn� �Rf48lEIH P�PElP6WLPLA�EE; IdI�IA �;AUD;✓dNTa°NPE ASTrA Dsszf. ro Dwv®aT LFswaArwnls�iuPaEDmoN mTWitE wn= �s/cureNDlreTuurwN. x FS VAMN PROISRi LBE VACUTAiD CLEANOFALLNLT.BAND. AID rIIE ENaNEm AID1t1E aNMII 2. FFE (PE oaF asTEDDP NCMPERFOIMIFD)WLLBE INBTAIIID AND aRIR. RDCIL 9ANDAND eDT. munucTaNsl sNAueECAur�oNEDTrwr Nmooucrrou orsuw ANTDwsA6 wAsaoPPMATDws In PwmuD n�cnvrtv iMuidwrs, aw. NroRAwc laTEapus uATERws. velEUlMaoalcm AND swmuuDllnsaP�son�w�iA EEBBBTEweasysnFauwseLawLPouurETNE— ALL ELEVATIONS SHOWN ARE IN NAVD-1986 !�i �� .r,voc rmurwa I` r THICKENED EDGE SIDEWALK TYPED' CURB NtT �m N• Ev o �• — DETYL FOR MATCHING E TOTING PAVEMENT E TYPICAL CUMNDING .. 67L1? DROP CURD OlTAIL WZw Y—I- 3y0 _—(n U=a . s cnui+ E as o e i ;E u t osTATE OP pA PERMIT SET SHEET NAME: P63 SHEET —FIE "wmW�a��r"v� .w.�..,e�aaxw ,n awrs"mmnl ""�vwr�"n.m"motean FDOT TYPE 11 SKIMMER (BAFFLE DETAIL) -°- USF #420"C RING AND COVER ALL ELEVATIONS SHOWN ARE IN NAVD-1988 EXFILTRATION TRENCH vvvv.nry uuuouuo I a T J` A ze FJ TABLE OF DIMENSIONS AO B C DI E' 41.W FO I G0 H•=.E.W. ,.�"'O�!' •sw�°a oxwxcgevusv,srera nssrxs TYPE "C" CATCH BASIN 42"-120" ROUND STRUCTURE USF #4155.6614 FRAME & GRATE DETAIL lil �'� �7= TYPICAL CONCRETE APRON .11 � IIIIIIIIIIIIII � II I�II�I�II�II�I � �► 33 t/ USF #4155.6213 FRAME & GRATE DETAIL YZF co - F � yo U=a um, e g Qo � m z e u �a a Yet e c D .x„ x NEN C O 6J9 2Ll 201 ylsR M A R W1. r CONTRA DR SLE HALL GROUT BETWEEN 4" A 1Y E S�RC. SLAB Of I UCTURE TO INSUREND PWA ER PROOF CONTRACTOR BHALL GOUT BETWEEN e SEAL ~ E WnI CONCH BAGFIE AND TOP SUB OF It E 2. CONTRACTOR SHALL MORTAR THE I STRUCTURE TO INSURE WATER PROOF IRANSITNIN FROM THE STRUCTURE'S E 2. CONTRACTOR SNALL MORTAR THE TO T To 1R tETERKIS TO TRANIIH FROM HUP11KING STRUCTURE'S TIE IRAW AND — IgIMDTE AID TOP 1LA1 THE i YS�TIGHT BES USEENSURNON^SHRINK G TER • m reml m rerrnM TO THE TRAYEAND GRAETERINSIDE AND 0 RIr-x TUke VEL�'ll O A ALL EOGDS t MttNRxHRq OUT 5 wRNONASXMHN OROUTTER TIGHT � rcr x.T.s. _ .uor ucFuu. EAL JONTS TO PREVENT LEAIGOE. TAD V1CV br.�. rmr• . Nn erx[ usuu Oe .uBilu�ul mx rn. uaw� � b — • F- -I x AA. as SEE NOTE /IIT I I m�Nw w nn rmn n will Y SECTION A BB---1BIJ SECTION I —A DRAINAGE WELL #1 W/STRUCTURE A 8 C O M RJ9 2S0 2A0 (-1130 WrI�G� SIT E I. CONTRACTOR SHALL GROUT BETWEEN 4' CONCH BAFFLE ANO TO SLAB O STRUCTURE 10 INSURE WATER 'PROOF • 2. CONTRACTOR SNALL MORTAR THE A TRANSITION FROM THE STRUCTURE'S THE FRAME AN GRATEEINSIDEIN. ANOTO OUT TO ENSURE WATER TIGHT (WATER ROW) EON-SHRINK GROUT MUST BE US'. AT ALL DOGES tT JOINTS TO PREVENT LEAKAGE. Pew b 1 = SEE NOTE It � nun m w rA �Jx Rr �L SECTION A —A DRAINAGE WELL #4 W/STRUCTURE SECTION 8-8 SECTION A —A DRAINAGE WELL #2 W/STRUCTURE A B C O M R S 6H 208 2D (-)1.50 .1 E 1 ' CONTRA SLAB OF REOR SMALL GROUT BETWEEN EAND TO I PWA ER PROOF SEAL CONTRACTOR SNALL MORTAR THE ••O TRAMSRWN FROM THE STRUCTURE'S TO SLAB THROUGH RE THE FUMEANDGRATEINSIDE SBRICKING DE TO D OUT t0 ENSURE WATER TIGHT AND PR ) S[AL NON -SHRINK GROW MUST BE USED AT ALL EDGES t JMNTS TO PREVENT LEAKAGE. SEE NOTE �L JME WALL W SECTION B—B SECTION A —A NTB DRAINAGE WELL #5 W/STRUCTURE ALL ELEVATIONS SHOWN ARE IN NAVD-1988 Js— ..,• .•" A wEM A e c D R B E a 8 x €€ SRJ 639 2RR z00 (VAS( Y y ISWELLCHALL GROW I. ONC. ABARLE AND TO SUw B OF BETWEEN Z(n Ij• 8 31^ SUCNRE TO INSURE WATER PROOF ASEAL w Ej IS 2. CONTRACTOR SHALL NORTAR THE ��� •J TOP TSLABN HRROU HNFATET STRUC BRICTKINGST Q THE FRAW 4ti SIDE AND Lu OUT 10 ENSURE WATERS TIGHT (WATER r.0 MUsI SE usE lAT-SHRINK GROUT SxxII�W Y9f' TOP VIEW JOINTS TO PREVENT LEAKAGE. =x�Wx V) A xu x.Ta CuO u�isi Twn .v. nnul cr.rt w.ia-en. U+Q 49 _ N FM 6 r A cum AN uA "no BEE NOR /I � a rwW /i x IX BAf LE AS AIL E 'e PAT, m RO < ueus4er Z. AS SECTION B—B W fr YSECTION A —A H DRAINAGE WELL #3 W/STRUCTURE ra Z w9 a A P L 0 QQ r S s�r x Q 2 � d� 6 R34 2MP 2A0 (-)I.SO 1. "CONTRACTOR SMALL GROUT BETWEEN 4' W [ Wr GONG. BAFFLE AND TOP SLAB OF O V STRUCTURE i0 ISURE WATER PROOF FAIL E 2. CONTRACTOR SHALL MORTAR THE TOP SIRON THROUGH I E BRICRRIXOSi ue TAND O THE FRAME AND GRATE INSIDE AND OUT TO ENSURE WATER TIGHT (WATER TOP •VIEW MUST PROOF E USED SEALSAT ALLREDGES 6T Z JOINTS TO PREVENT LEAKAGE. Q _WIr..Y_eW. a SEE NOTE it .IAro� B [av WALLLLE �Q REpNAN00 unmx • er J// EN8 (FO ' wswro 0 6TAE a RB r `<oRTv SECTION 8-8 SECTION A —A ITI DRAINAGE WELL #6 W/STRUCTURE GTA VG: PERMIT SET SHEET NAME: PD5 SNEFTe�1R 0 AN w r-�rw 4JNOTE�3p 2W LLG ROUT BE 1. CONTRACTOR SHA TWEEN �' CON[. I.M. AND TOP SUB Of STRUCTURE TO INSURE .w ! ATER PROOF SEAL 1. CONTRACTOR SMALL MORTAR THE TRANSITION FROM THE K TRGUGTURE'S TOP SUB THRROUGH THE BRIC 0 THE FRAME AND OUT To ENSURE WAGER TIGH 4 ATERNPNOOFIND SEAL — K US BE USED A AL EDGES R JOINTSHTO PREVENT LE RAGE. NO .wxr.W�„w - N,..SEE xGTE #I— w.0 WAILE RB - aD,W, SECTION B-B SECTION A -A DRAINAGE WELL #7 W/STRUCTURE �sxtu wTxo-vcrrnx6wurazixuwFawc RRNCMvIDofsnWcruxroHsuEwNrsR z awrRlcrtxsxluwsrwncraMsmcNmo.NrrRsmxrugsrasue narouarrxcaaexa,Gmr,F arumsa.w6sroPrcsm WNRRRDN DRJEnPONA xEwsw.crnn.wsrerraro xm.. nox000L ,nnwuu. �oxou m PLAN SECTION AA. o�ox000 oo�ouux n�oouu� auxoxon voouv RAM.NEK DETAIL ALL ELEVATIONS SHOWN ARE IN NAVD-1988 �WENn�6aERR H�6ED� D DWrow w M DDro n W£O6 aRF r0&6fiPfumaxo nnAro(APM6WUw�WA51rvRWMIS n OtWER6lWU64RE IO B�Mpq,pnfttUtpT0. ., 6wN6�,�D,�WWJ�WJWEB,��6ff6DF�Rf,NR6B�E�,WNr�N,R,rK,�,6 p R FE nrtCDRnuCrU46 RE5l044R SON NFmxre/¢IXG%561ASW(ttk� hw[SXIXau wA.— 6Ytt�PaGS PM6r0�KFMmML �soN.RIJ.u's cE0C 6R wG NP.lCrsrr00U5IX0W.Mtl5U6.Rt R�racr. sluLLMG14CEluNp' rl r CRf6NNUUlHlsANR/CR ccwsmUCli4'w ONMUiS. nE NFLL RF6FUEGWt XRE1pWOMIERRIEMsrMUAWOurIHMWKYFIRCCMkMD .BM{IhC ei orr,rWNfursanrsEOMnJcrrrrFG6YocvxruorM�R6roFasxcsorr NFUMw.wrxc werzeR�Reaxwwnrtmzao ecoxrRM,wvsxR: MraFREE Wc1M�WcnoNMERR LPU.NPSMD Hl6E6. D AUMtl: ��rK'nR�s MMmaurOF�Nffieo¢sswu eENa,91➢Grno lNrsrAncvRFssuvfumi%[nB,'Nrt wubeien rww a rro HEM RmJs w RnrwN Er Ntw. WFCRnER rs �Fx. im RK s6xvWrsErTsFavuAwEsraWxmc.w PBrcrwDars. wnx wE RPrro�or ococsENCKMDFCLavaeN NPrrRro�rsxR Rw.BHwxw - R wR wu GUUS rnsaR�rRio�6EMrDwWJNirRsw6Tr� swt wororJEozc,�ovsnvzramsiwiriiuwros�s.ruW�rzwray.wJmrrowi Fttia.n wei"rea w.wasaRwc.rac�6�wiwis—mJ�xwvin`m�` mN„E6m�Wow.TMENrslwJaoEscarcD6.Decssxnro.�r cMN.WFwrsrMDxWSMv.�DfcGroRs. �n nx mvrwcn W sxut OwU rx agAasro:WWq 6r. NwaA.x Rsow nR Bn 6F DR rwMw F a a STATUS: PERMIT SET SHEET NAME: P" SHEETS OF IR I N LEGEND E etasw CONFLICT NOTE TABLE 0 Z=- > ----- ----- . ...... 4 It I PROP. BUILDING F.F.EL=10.00' R. 777� 7 < PROJECTION OF WATER, SEWER A SOLID WASTE DEMAND ALL ELEVATIONS SNOWN ARE IN W— E HAVD 88 STATUS: PERMIT SET SHEET NAME vr_ 1 SHEETS OF 19 .RRsaaa C ,. ^ WATER & SSWER NOTES: STANDARD DETAIL «w = STANDARD DETAIL _ y ,® - STANDARD DETAIL „„„.,„ � STANDARD DETAIL oumx «,� E.xrz uu «A»RswSm u ,. A i,°E"`�"wo„w"�•«+r«"`,<reo `.w p°MROK�+uMr"«,e°f+w"�"gg £ i ➢ "`A. ` j p TAT iT C ea'a s W wj� § e L— H 7 n co Lu € U wa` �s`r °Em,'s m r w`�`w°rrr EuS"•r"w - „e'�1 ;f tE �i �`, i i 3 �aw r 5 Ac wnp Mws wE �eeNrtS we =Ep.co uNs 5w,, s[ c.caaMne x !1!t'' I It i il,j'' ! �Q ; i i � Id 1 � �aryero Ke eew55, Nn„MMmKA a nexxen a o—s Nrt. o---` 4 i R 2=� ei'p f — � U err . mxa E xo" n c1E s0 NJ EaJN R,L i v Q U)y+ g E iE « wsP ` Nro unu+ srr,u e[�rrm. m WATER MAI" SEpPMTIDN 10 STPNDMD MIIiT CROSSING FlGURE 106 m "TM,NEO JOINOTE REDGIRENENTSSING Fi( NG FIGURE 109 RESIRNNED JDIN! RE�UIR EDUE,xG rtINGS FIGURE 112 o l m, x xmvc u ewi5 rx« m +,[ ruwrc .e+xr� a enec°"aMaa a sr = STANDARD DETAIL ,e„ _ - STANDARD DETAIL _ S .�, �- STANDARD DETAIL - STANDARD DETAIL x nn eMw wnxa[ wrzRn rs eeae.r+oreo .+ rNe apa «+rE pxxosm wrzR Aw sA,R rAceRRs ,., wccw,w swrc cw,K, ,.e [rK.Ra « •—'—+ L acaro rw prM.D, a,[«Rr� pea ,a „ eEnw,mra « • 6 1M�+,ml. AA rwRa`O��e so-05a inAs � 9 nml n< rww ,ne .e+ swu ee s,iecnr wrwrcm. rrLcwwnom.rs.op77 aEau�cm�`u'""",�[wmw55'°°°i,wr+er.w... .,,• � '"" _�•., *--s \ w ��„_•. � .,,,.... N ZE eExrn wart Rw.S aprxRw .w` oiw"w"a..;o ca`°""wxrc •.®,„, ,,.,, ,,,. 14. w.a ,nWe w�w,,r.r; o w5. w D.RS x.Me �eN m w r[ 5 ee ««x Ne. xe .N K a eDRro , 1 ,,. ' — - ---- _ _ __ __J W S co o o � acne w` ice"". ci.m x una wun mwa a rwao x. rux«o J Y rxe IMI V «Vrww rt sw. a A weKVar eAro « a Iw ie.mi w"n+"c`xaN .Rc aa's srw[ caxmr a .ro�iav� wm� aw..•. , � �� [t � � UI W M Mw cuwc RassDRN+S « ... e,� ,...,..... o ,.,. �,...r... we-va.sxoDrNeIWAC M`. x ww..w „....�.,.�..,. P„..... a„ - .,�e.„a..„....<...„.„..wm. Q W ' � (r� Vq VE c R FIGURE FlGURE a +a ¢ ww Rwcvsxxo ID—KER 121 VALVE BOXOEinIL 123 AIR 0.ElE4SE V�5 STWRI`[I" MPINTENgNCEACC CNAE FlGURE 127 TYPIGL FANNECTION TOEJOSRNGMAIN FlGURE 131 + , r STANDARD DETAIL Ne ..„Ke .Ne w.,..a xN.s xw.Am «m xeRrc_sMe.,e N ASmw,a BROWARD COUNTY W WS NOTES I xo cw5,wcnw S+.rR ,a„ A"n NgRwA. Al Z _ m, _ __ STANDARD DETAIL R WATER & EW .R C .PA eT10N NOT .C: Mewerz ruse N aw.w coam asaamN m �a.«nNw ssmrs Ace ar.eo x -.wmn A vra+r. ..•,tea,.. .�.....m, _,. _ _ NE �'«N, , � � � o��M w"� � n ,tee+ R�wunw Me A, + r v[x reu nrNuucr « rz AOPs uun xw` w. i ,rs rixurresc ✓ �; n � ••„�,�••„ � z � gpNP NDD= N. xea55xN cwre.cxx arrc w+.w wxrs .o c«nea nR wx As s+ernso re�NvvN«r sep.5a+av arn[`[xwuws�vw maE ` vArcNS N Eat « s rEE+ aw. cw aAcna SrAu cwMr M+x ra � • „ �� ,� ^•"' I/ _ �-CN fXF2 u5oo[Apuud�` s+uoxM wu crossa,Ns sNAu a uwwxV m wr errt sn[R pws .wars .rea na •owsaAnws vn rsrnr«, cone, xawsn dl cwaRv sEAaY x awAnws rp wrGnxcnw `e •• i , � � (No.50aJ0 pmF.gwrs .w[ [cuasevrt rxvr M pW\T «wvasem rs.reo,E Anv wi vwt x evrni¢a ro NEn rx[ cwssxc _.. rysAfu,- nx e,e..„, "" 1 wn mvn TqTF€ r �,'�OR\..O^%Og __.. ,»f « RN Nex r rME,e,ER pns5w[. -=A nE L c«n... ae v.An,,E rs c«A.o x . "+. „e .,aa .e axs =IWIMI 'Ur 7 x A«wnArra •M rM �+ws :oer.,cA— An �. T '--.w-! 93ro""..:.�✓ x,.rs„a,.�.,a,..� W.A, MIZ vrs"r swACW a„[e,,, wm."`"wx: w". rover- r+ « ,rri Azw-urC°w wrr:mr, ar `,rx orm `o �� .. a'��"`� ll.�.lm�R D = ;^ �, mew gMe D, nn ww « r.N en..rn .� �..„,.�...�., .,,a,...�.e Trp1aLTRENo, veKElu FlGURE 180 eounRo FIGURE 194 PERMR SET SHEET NAME: IglS-2 MPy�+ .F«dro.SAJrI sWu x VIA,Mrtnl/rtR M rn[ utsrM SHEETV OF 19 z A cc I LLJ Zco BROtA.R.D=9 STANDARD DETAIL STANDARD DETAIL STANDARD DETAIL 1 =59 co �e< i Lu 6 1 WO T7 cou)+ 'l o o o a AAA & z. --------- - - ------ ------ FIG lIGII-R-El SAMPLING I WATER FILLING AM. FIGURE PLING POINT SERVICE CONNECTION JUMPER CONNECTION 1205AI 206 11 22t GATE VALVE DETAIL STANDARD DETAIL STANDARD DETAIL STANDARD DETAIL IN 0 z .AS FIGURE pi FIGURE WATER MET INSTALLATION FIGURE FIRE HYDRANT FOR ER IFU— F--p' ROTECION OR 2- METERS INSTALLATION - " AND W DIAMETER 228 231 4 6 MR CONNECTION 235 OA'I' POST INDICATOR VALVE DETAIL TA-- .T."T NAAAE SHEET '..". ' RUSHING N W S tOt©tOt�tO3tQltt� it�lt� t1 �in���!J g� GENEW NOTES. '�..w.3�unw,M•medMomim`�`�-avJi�ua�";n�`% I N Z 0 H W cc I PERMIT SET SHEEP 12 OF 19 PARKING BY DISABLED PERMIT - ONLY frv-Tote �x�xm�Nxux'eoraaoni �ANDI�CAP�s1�GN t e nriweaw�l� _ A Wit, II m°y1=x - U 8 a M� � _ sIs HANDICAPPED SIGN xrs E t 'NA% HANDICAP FINE SIGN S .a ADASYMBOL ACCESSIBLE SYMBOL & PARKING DETAIL ®lu..r... xLs .fwwrJ �mtinitrrtm nAceetaoANoB{crtrN 1® ISNRff I(,DMVfpPPD) NM NFNNIDffOL)N PRCENIGf Q`RIEirt4YH Wll TYPICAL CURB MARKINGS AT HYDRANT LOCATIONS /FIRE DEPT. CONNECTION LOCATIONS i( a rzwa,e ( PARKING STALL STRIPING DETA ( NG nrx � mwwaaxar 1 SIGN DETAIL T BUILDING sse� yr mn �_' HRE zmeuw� fi 4EUA STRIPING GETAlI FIRE LANE SIONAGE AND MARKING DETAIL WB-50 TURN ANALYSIS SOUTHBOUND TRAFFIC ENTERING SITE �1 . ( e11®11®��® �A 0 f WB•50 TURN ANALYSIS NORTHBOUND TRAFFIC ENTERING SITE 111118-50 TURN ANALYSIS EXITING ySITE WO.50 TURN ANALYSIS DOCKING AND DEPARTURE N W E etas r • m .rummw WO.50 TURN ANALYSIS DETAIL w uero �•5 IA PERMIT SET I N Wf E S BCHBT-➢IY ' av mxuo Si � :g ten. (�_• - � • R W tt �o,a,, --1{ a•• n t v 1 1 1 3 1 � - - aforz m�i I I - 1• . 1 9 1' t t PROP. BUILDING is F.F.EL=10.00' t l R ,a a 3.CREATEYOURFLEXSTORMINLETFILTERPARTNUMBER I -Frame P/N from (Filter Bag P/N Framing 'Step 1. from Step 2. Material (OR APPROVED EQUAL) rreae sahax eNcaeps u Ga aPelilR SECTION Malls �irn xurW` �Ew �p�r.p ew.aix aarlx rLLTnerorvalt���'T����/gym' a,xw reins►raaaar. PLAN i w�i aave��uw as iiaol�i ro onaiure'� man ruexr�. �`plyd ,, Me+ereeurm nrx'cmaare'�'o mesa � usn w auv Tcc�n "Nrr fei««a®oTM� �M �k arrawea emoc.r riw waabiind If omckipIs on Ill site ale curl) that moat of the mud is not removed by the v.hidas tavmirq war the preval, than the ores of the Nehmtea must be weaned before entering a MWc mad. Wash water must be carded away Irani the eminence to a setting area to mmo,e sediment (See Plate 4.03b). A wash radi may also be used to make—ithirp mane roi—nisnl and etedive (Sae Plate H_03c). The enbance should be bcmed to promde for madmum ulilhy by ell conakodhon v,hidea Ce eh. fl g SPeclgcagons The area of the -Win. should be cleared or ell vegetation, roots, and ether objectionable mmarlel. A geetemlle should be laid doom to Improve stability and simplify mainlenenca. The grovel shall than be pWmad over the geoleatlle to the apaclged dimenslom. Any dialm"at facilities required because of washing should be consbucted according to approved apecfflinu ons. If wash racks are need, they should Im Imawled .—min, to manufadurei s apecigatbne. The entrance shell be maintained In a mndi0on which MI present lmddng or goes of mud onto publie righb-ol way. This may iequim perbdlc top dresdng with 2-Inch (5 cm) slorte, I. mntlHb Ai demand, and repair and/or dean out of any a,udums used to Irap eedlmenls. All male"" spilled, tlropped, washed, arlrecked (mnveNclae onto medweys or Into storm drain must be removed lmmedlelely. Look for stem of truoutall imitated equipment "Cutting cafnem', where the gravel me eta the roadway. Sweep the paved road #81frAr sediment and am ine. I. t(WmgC iS r05'LaMn Ile 50W�amalFepawvurCwfamSmaynaoeexesm.— .W.4l LCw5raLCmx➢SILYLrs dfSf Mw f /1 l oa f1Nmlp91MCFCeNS/an.;Hw nlMtrs[50.9 MCwEemE51 m Ixf AVIM.FS [fNga 3eaa�fpam�FF,�.far�a,plr�M,arww�aawa¢mf,a��Nm nouNwac uxarsmeceMmsawamncuaun 'armn�irrreslan �i z'w` lumeefew.vrtsfnou—FE.wrawm 4'4YSm. T. I I X i $s�twa� - nnnowc Tw sLLr Tt'n�s u"� Sail' ro�r T IT,: ,[TALL lAITaMAS'a gRl1M1 ao. rasya I PERMIT SET sfiF 16 mF 19 GENERAL NOTES: .-w.,—,<w=s.wNw,..- id 000 ® low w0l 0�®I aril_. A.. N Wf E w- j wo .aa 1 1 1 � ,11 1 n.mwrm \ l axcwl way I i I\ 114d I 1I ` I 0 �m r=n-Ti. FnTrTT=rI i is i ecnlsr-su I� FIRE z Z R DEPARTMENT U, CONNECTION � � � � w,xmxrc«.,.,a.Rvmraw«mmraanvam,: � - .R°u+"a rwua'm�m�wvw,rrw.,v,rna„u,,.Ma.umumrc:owrrxmmr, wa YZw � FIRE DEPARTMENT CONNECTION SIGN DETAIL m_Q LLIY_ U)N+ s s a z w NO PARKING —� —T W u >= .vw,r :mmmvwms la vurEmxr�awxnr,x-i'® ie FRJNrOfNIDWWf((W fltD flPMMfMAV/LYR1C)WiMf _ TYPICAL CURB MARKINGS AT HYDRANT LOCATIONS la/FIRE DEPT. CONNECTION LOCATIONS x.rs 33 co g g56 a W�� ¢� FRKNG LL z —NOETNL b BUILDING w ANpp" f— neiwe wanm fE0. v°Y aG ENgerr No. SB9R1 � s,atslu FLiv w a M. a em mq STRINNG OETML STATE OF $0.�, tORIOP i S`TbNRIEt� e. sv��mwmrm.,wuaruarnww.,x evru.swmwwrr FIRE LANE SIGNAGE AND MARKING DETAIL STATUS: PERMIT SET SHEE W I FP-1 SHEET 1] OF 16 Nl pM8EN1AWWpYNLL 9f(l IMMpTAf1FPW! PARCEL \ � � , »_/*ate � i \ } A ----------- j+11 I t - Zli Ro Rl� NO NIN I PAVING AND GRADING PLAN LLLL \V :LLLL I L I L I L I L I L ly ly IT E V 'y Isomem PLM CONCRETE FLUME DETAIL w E s Ro PAVEMENT MARKING PLAN PAVEMENrAMRNNG NOTE, S_ _ �ICIN