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HomeMy WebLinkAboutR-2017-006 Runway Lakes Site Plan (SP-18-16) RESOLUTION NO. 2017-006 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF DANIA BEACH,FLORIDA,APPROVING THE SITE PLAN(SP-18-16)SUBMITTED BY BIAGI CONSULTING ENGINEERS ON BEHALF OF THE PROPERTY OWNER, ALEX NICHOLS, FOR PROPERTY LOCATED AT 3001 SOUTHWEST 26 TERRACE IN THE CITY OF DANIA BEACH, FLORIDA, AS LEGALLY DESCRIBED IN EXHIBIT "A,"A COPY OF WHICH IS ATTACHED TO THIS RESOLUTION;PROVIDING FOR CONFLICTS;FURTHER,PROVIDING FOR AN EFFECTIVE DATE. WHEREAS,the City Code of Ordinances,Chapter 28,the"Land Development Code"(the "LDC"),Part 6,entitled"Development Review Procedures and Requirements,"Article 635,entitled "Site Plans" of the City Code of Ordinances (the "City Code") states that site plan approval is required as a condition to the issuance of a building permit; and WHEREAS, the Applicant, Biagi Consulting Engineers, on behalf of the owner, Alex Nichols,is requesting site plan approval to permit 23,561 square feet of warehouse space and 3,164 square feet of office space (SP-18-16) as referenced in Exhibit `B" for property located at 4430 Southwest 32 Avenue in the City of Dania Beach,Florida(the"City")as legally described in Exhibit "A,"which is made part of and incorporated into this Resolution by this reference; and WHEREAS, the City Commission conducted a duly noticed public hearing in accordance with Article 610 of the LDC; and WHEREAS,the City Commission finds that the approval of the proposed Site Plan(SP- 18- 16) is consistent with the City's Code And Comprehensive Plan; 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 part of and incorporated into this Resolution by this reference. Section 2. Pursuant to Chapter 28 "Land Development Regulations," Part 6 "Development Review Procedures and Requirements,"Article 635 "Site Plans,"the following Site Plan (SP-18-16), attached as Exhibit `B," which is made a part of and incorporated into this Resolution by this reference,is approved subject to the following conditions which must be satisfied prior to issuance of a building permit unless a different timeframe is specified within a specific condition(references to Sections are to those in the LDC): 1. SIGNS: Provide copy of all signs for compliance review. 2nd time requested. • Per Section 505-120(B) address sign is required. Provide details on plans. • Per Section 505-120(0)the proposed building identification sign entitled"Runway Lakes"is not permitted. Only one (1) sign per tenant is permitted. Revise accordingly or request a variance. Must address this code provision through redesign,or submittal of an application for a variance. A variance request requires submittal of an application,an application fee of $2,300.00 for each requested variance, and a written justification statement addressing the variance criteria identified in Sec. 625-40 of the City's LDR's. Must be addressed with next submittal. • Identify proposed location of monument sign on site plan. OR Provide note on plans stating, "All signage to be under separate review and permitting." (Zoning). 2. Must provide latest revised set of plans on disk prior to going to public hearing(Zoning). 3. Must identify the proposed use on the site plan drawing and in the parking calculations table (Zoning). 4. Color rendering of west elevation does not match floor plans shown with colored east elevation, see location of loading bay. Revise accordingly. 2nd time requested(Zoning). 5. Building elevations missing from 4d' submittal (Zoning). 6. Provide a Fire Protection Plan with the following information only on that plan: a. Water Supply Information as follows: i.All existing and proposed water main sizes—Please provide additional fire hydrant and waters supply details for the surrounding area of the project(approximately 2—3 blocks or the three closest adjacent hydrants). WATER MAINS FOR THIS PROJECT MAY NEED TO BE LOOPED (BSO FIRE). 7. Proof of Water Supply&Fire Flow Demand as follows: a. There is a conflict between the newly submitted Application for Approval of Fire Protection Water Supply Design and the existing Fire Flow Demand Calculations. The existing calculations indicate a 1,913 gpm demand while the newly submitted Application indicates 1,000 gpm. Please clarify and submit documents that match(BSO Fire). 8. Additional Fire Department Access Information as follows: a. Fire Department Access Routes During Construction— Please provide at permit (BSO Fire). 9. Additional Water Supply Information as follows: a. Locations of all Post Indicating Valves or Underground Gate Valves, Double Detector Check Valves, etc. —Please provide at permit(BSO Fire). 10. Address Detail—Please provide at permit(BSO Fire). 11. Provide recorded documentation of all existing drainage and utility easements. Submitted documents(letter dated 7/28/16 from James F. Biagi,PE and copy of Plat Book 158 page 2)do 2 RESOLUTION#2017-006 confirm that easement restriction exists on the drainage and utility easement.That being the case, easement areas should be excluded from any permanent development(Engineering). 12. In compliance with Article 805 of the City Code of Ordinances, applicant shall provide a projection of water demand, and sewage and solid waste generation in tabular format (Engineering). 13. 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). Section 3. Pursuant to Section 635-100 "Expiration of Site Plans" of the Land Development Code,the Site Plan(SP-18-16) 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 4. 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 5. That all resolutions or parts of resolutions in conflict with this Resolution are repealed to the extent of such conflict. Section 6. That this Resolution shall be in force and take effect immediately upon its passage and adoption. PASSED AND ADOPTED on January 24, 2017. ATTEST: �pau`s 1 LOUISE STILSON, CMC 17 ARA JAN" CITY CLERK AYOR ATEO 19" APPROVED AS FORM D CORRECTNESS: o "-? THOM S J. A SBRO CITY ATTORNEY 3 RESOLUTION#2017-006 EXHIBIT "A" LEGAL DESCRIPTION RUNWAY LAKES FLL AIRPORT PLAT(PLAT 3), ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 158, PAGE 2, OF THE PUBLIC RECORDS FOR BROWARD COUNTY, FLORIDA 4 RESOLUTION#2017-006 EXHIBIT "B" SITE PLAN 5 RESOLUTION#2017-006 RUNWAY LAKES WAREHOUSE PERMITS, 3001 SW 26th TERRACE MUST BE ON SITE AT ALL TIMES DUPING CONSTRUCTION MATERIALS MATERIAL ALL IN TERML USED AND INSTALLATIONS!ENDS WITHIN THE PUBLIC RIGHT-OF-WAY WAY OR EASEMENTS SHALL BE N ACCORDANCE WITH BROWARD COUNTY ENGINEERING DIVISION 'MINIMUM DA N I A BEACH , FLORIDA STANDARDS'. NOTICE INSPECTION REQUIRED 24 HOURS. PRIOR TO COMMENCING ANY WORK NJ THE PUBUC RIGHTEE WAY.CONTACT THE 367-D COUNTY ENGINEERING DIVISION AT(B64)4) 3518233 FOR N OVE M B E R 2016 INSPECTIONS. NOTE APPROVAL OF THIS PLAN DOES NOT CONSTITUTE A PERMR FOR CONSTRUCTIOU. A PERMIT FOR _ CONSTRUCTION MUST BE OBTAINED FROM THE SROWARD COUNTY ENGINEERING DIVISION PRIOR ' $�,y TO COMMENCING CONSTRUCTION IN THE PUBLIC LL O RIGHT-OF-WAY. INDEX OFDRA WINGS A SHEET DESCRIPTION 1� ` ARCHITECT HAM FULWIDER S ASSOCIATES,INC. T-I COVERSHEET 125 NE 2nd AVENUE - SURVEY DEERFIELD BEACH,FLORIDA 33441 ARCHITECTURAL STRUCTURAL ENGINEERING DAMES F.BIAGI,PE ELEVATIONS - 555 WEST PROSPECT ROAD A-2 ELEVATIONS 6 OAKLAND PARK,FLORIDA 3330E CIVIL J; PH.954.778.8804 x: �. MEP ENGINEERING SP-1 SITE PLAN :i _ JAMES F.BIAGI.P.E. C-1 PAVING,GRADING&DRAINAGE 4- - - 555 WEST PROSPECT ROAD C-2 GRADING&DRAINAGE DETAILS F OAKLAND PARK FLORIDA 33309 C-3 WATER AND SEWER PLAN PH.954.78.8e1M C-4 WATER AND SEWER DETAILS CIVIL ENGINEERING CGS WATE'R.4ND SEWER DETAILS I f ? DAMES F.BfAGI,P.E. MEP ,' I I 565 WEST PROSPECT ROAD OAKLAND PARK,FLORIDA 3=9 F-1 FIRE PROTECTIONPLAN } _ t PH.954.776.8804 F-2 FIRE PROTECTION PLAN �: LANDSCAPE ARCHITECTURE F-3 FIRE PROTECTION DETAILS MICHAEL M.JARV/S PM PHOTOMETRIC PLAN w =j 250D KIMMIE DRIVE LANDSCAPE ; COOPER CITY,FLORIDA 33026 1 _ _ D A - PH.954.980.1100 _ TS-1 TREESURVEYPLAN jr( `f -' p _ 'VY SURVEY TS-2 TREE DISPOSITION PLAN f ! �R:._: - HARLEY GREENE L-1 LANDSCAPE PLAN 19208 NE 25M AVENUE 9307 L-2 LANDSCAPE DETAILS-NOTES �,, Y; AVENTURA.FLORIDA 33180 !R-I IRRIGATION PLAN fsr PH.954522-0193 IR-1 IRRIGATION DETAILS - IR--3 IMGA770NIVOTES LOCATION MAP N.T.S. _j James F.E)iagi r.E-. . Consulting Engineer I FL.a37+67 j Uu . 555 W�SL F.oPP«L R.RA 0ak6-d Pak,F1o.Ida 33309 ( T:95+.776.800+1 F:3154-774.6013 HAWK FU MDER Rwnvay Lakes AND ASSOCIATES,INC. X NORTH ELEVATION SGLCN.TS I_J�L W O co Eff] E-119 M O = WEST ELEVATION = SCALE N.TS LI.J ro z z Q o U) w i Q w —J U QW f Z 3 SOUTH ELEVATION MONUMEN'P ENTRANCE SIGN SCAU;N:IS. SCALE N.7S F M +�M r a d HAWK FUI E Rumvay Lakes AND ASSOCIATES,INC. W fin€ u ay m 33t h 12,817 15,650 SQUAE SQUAE FFFT FEET 0 W o U � o ER 0 2 � W s z ❑ a — Q o F7.00RPLAN SCAIB N.TS UJ W - � Y J U Q Eg Z 3 EAST ELEVATION SCALRN.. a wp i A- BUILDING CODE INFORMATION: BUILDING DEMAND PROJECTIONS LEGAL DESCRIPTION L E G E N D ABBREVIATIONS ARCHITECT: JACK HAWK(REG:ARVU10B09) PER DANIA BEACH ORDINANCE SEC,MM LOT 1 AND THE NEST it.a FEET OF LOT 91 IN BLOCK 11 NAND DESIGN STANDARD: ASCE 740 „� OF ODEAN WE,ACCORDING TO THE PUT THEREOF,AS BUILDING CODE: FEE 2D14 RECORDED IN PUT 800N 3,PAGE N, THE PUBLIC DESIGN IMND SPEED: ULTIMATE 170 MPH �aH RECORDS OF BRON'ARD COUNTY•FLORIOA. 637333.600 NORTH NOMINAL 132 MPH s w 926264.879 LUST DESIGN NAND VELOCITY PRESSURE: 41.1 PSF IMPORTANCE FACTOR: 1.0 wnxvn maeaa�ea r,m .»riAr ®,� u awF BUILDING OCCUPANCY CATEGORY: 11' m.aEw u„�i ,Anm.r ® 4 ^ a BUILDING WIND EXPOSURE CLASS: 'C' �� ♦�wr naa� gJfiFrt INTERNAL PRESSURE COEFFICIENT. H-.1B A N P,IAK I ASPx0.T BBNi SNYN MEAN ROOF HEIGHT FROM GRADE: 24.0 FT. 636988.601 NORTH cBg1ENOnL BUILDING DESIGNED: ENCLOSED 926276.345 FAST N0M IMPACT PROTECTION: 1MPACr GLAZING rF1L TYPE OF CONSTRUCTION: TYPE V N0151'la^A w �— - - —IYIBPFAIY LNE PROJECT SITE INFORMATION: ---_-� Li - LANOBCAPE la'un]iz in i —SITE ZONING: IROMAA ------ -- ———————FUTURE LAND USE: 9NWSTRIAL'CONSTRUCTION N CONSTRUCON TYPE TYPE'V" I LANDSCAPE r—— h EYJ DRIEIAY F -�qY.� ' OCCUPANCY: BUSINESS GROUP B YL�Q LY. AREA i ® 4TnNC1Y°' rtp OGiFD # i� R NE 1EE w B_J ^2" TOTAL SITE AREA: 11,84E B.F. I I MBroLN �. MYL y BUILDING COVERAGE: 26.725 S.F. PAVED(HARDSCAPE)AREA 31.258 S.F. GREEN(LANDSCAPE)AREA 12,032 S.F. \ I , I .� •Y n BUILDING HEIGHT: 25.0 FT, k ``��.% I d4' $ I MB, IY I S U a AREA CALCS:OFFICE: 3,151 S. (\ WAREHOUSE: 2,a81 S.FF. TOTAL 28,726 S.F. � I PAIN,m /26 7 5 SF ;_ Fi 2 b I WAREHOUSE WAREHOUSE I 11,002 SF 12,559 SF w xo w' Iryyl�' �gg� _ OFFICES 3,164 SF b €) OR IAi kxw I.\ SLAL Duropster Enclosure.jpg W � 2]OBAO I u YAm I //JI 1 I bt qo N1Btld1 .sElBAtlfl NOTE:ALL SIGNAGE TO BE UNDER SEPARATE REVIEW AN I I r ' g W uS m Max SITE DEVELOPMENT DATA 30991.906 NORTH IAlo 926481.836 EAST f TaE,ERAr —{� TnB.BIr r1�r1T y gANTW w Waq ELT EMIRAIICE la'UIWi E T POMIL m,w lam wT.q nIm r Mi q _ _ W - fiANP Na • 3S R._ _._�_._ _._.__._._—•J_._ —,Y ._. QKU ATYt — lBE Td EYS �Y PK T yam/ D a' ASPHY.i�` I AikT CABIE VAL $ �' ONN E __-__—_ fi Q L ,Tao NAB>N u LIMB Qlf POMIL IIhS D� � I PRDPoSm 2' WTIER T!• 9NH(Lt_- ATtT lbN3 '^ BURED iBER CUT N wo ,ao�m L m in 26 76.10 NORT Z nANBar.ALa a m eHE. vALYE BmIO 16 ~ ARr u1mAL a 26476.107 EAST N Naan....ac ,m. T aNm IA�oE rNl�o . . I LATERK I E)OSIBG B' 3 ui RK —�� awam Aas as sMaIARY SEY4R y p aP.aBmBLB fiNa.a 21BPD ------- -------014NMEAD — S[ O ---- - ----------------- TONER LINE O�m Du,V ,EaB(Y'A w-r W SW 26th TERRACE (m,aD r-e PLAN aes�Y �vA(NSOOw Yd F Ar SITE PL/'•lN BEbaRNG iWE HY011ANT I7 ✓(' SCALE:1116--V-' RBOX E1J:Ol1ac v 1 ELST.iIPE H1ILANT .V'a 8020 1a•P - - � - - - - S P N YN,oE�`'` i aB RMi1T-Of- Y °FFRaRr°RR.uR� .e. mwnKKa°RvaTRRRRowReA., .. r NwvrRaRRax�NRNr �� TWl=. 88AF Ra a , • r�,NR°w;Boa xRRa�r>< --- R�xIRE° RRor,RR° wn,.m.�..n ,=e ro�xo.v.n m.r°.u.. y�I �!♦ .�' ; '9�' � E. ® °RxrRRR 5LAL 4 ,s� x,aRxraxcrs,Rs,sxu a�aEEoRoW .RxaRN��. ox ,-� _ ro."� HM U LANDSCAPE PLAN79 SCALE r-2V-0" N l I I - I —_ Id TREE,-NM5W.,5Np,° �x,A Q..,. W � a ° WE 5 PERVIOUS Mm —R Est aR F-9 PERIMETER 48255E . � � °vERNM°R°WERuxRe Q °VERHRa°RbnRulNRn ..., INTERIOR PERVIOUS i 7.207 SF PLANT SCHEDULE g E UI I TREES QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE NATIVE DROUGHT �". LU 3 267255 CE 10 CONOCgRWS ERECTUS BUTTONWOOD FGIBdB 2"CAL 12'HTX B'SPR YES HIGH U ' CS3 12 CONOCARPUS ERECTUS'SERICEUS' SILVER BUTTONWOOD 15 GAL Z'CAL 12'HTX 5'SPR YES HIGH QV 12 QUERCUS VIRGINIANA LIVE OAK FGIB&B 2'CAL 14'HTX5'SPR YES HIGH Z F FLOWERING TREES QTY BOTANICAL NAME COMMONNAME CONT CAL SIZE NATIVE DROUGHT = N IMPERVIOUSVUA TT 3 TABEBUTA HETEROPHYLLA PINKTRUMPETTREE FGIB&B 2"CAL 12'HT.X 5'SPR.,S NO MEDIUM °� 2� njj 31,258 SF PALM TREES QTY BOTANICAL NAME COMMONNAME CONT CAL SIZE NATIVE DROUGHT rp RR 13 ROYSTONEA REGIA ROYAL PALM FGfB&S 6'CT MATCH YES MEDIUM .T C, h AREA DESCRIPTION REOUIREO PROVIDED SHRUBS OTY BOTANICAL NAME COMMONNAME CONT CAL SIZE NATIVE DROUGHT SPACING, qym SITE AREA(1.65 AC) 71,848 SF CIR 487 CHRYSOBALANUS ICACO'REDTIP' RED TIP COCOPLUM 24-HTX 24'SPR YES MEDIUM 24'o.c. '- - BUILDING AREA 26.725 SF TOG 38 TRIPSACUM DACTYLOIDES NANA DWARF FAKAHATCHEE GRASS 3GAL 16'X18' YES HIGH 24"°.°, e IMPERVIOUSVUA(43.5 Y) 31.254 SF 31,268 SF SHRUB AREAS QTY BOTANICAL NAME COMMONNAME GONT CAL SIZE NATIVE DROUGHT SPACING 3 FMG 437 FICUS MICROCARPA'GREEN ISLAND' GREEN ISLAND FICUS 3GAL.. 12'HTX 12'SPR NO HIGH 18"—, m s PERVIOUS AREAS LANDSCAPE ewsev - 4,825 SF PLAN a IVD 162 ILEX VOMITORIA'STOKES DWARF' DWARF YAUPON HOLLY 3GAL 12T1TX 12-SPR YES HIGH 18'°.. tl -YeIFAI°a xRavpuslfo%wn) 6,252 SF 7.207 SF R SODISEED QTY BOTANICAL NAME COMMONNAME CANT CAL SIZE NATIVE DROUGHT SPACING I �� g SOD 7,2385E STENOTAPHRUM SECUNDATUM'FLORITAM' 'FIORRAM'ST.AUGUSTINE SOD SOD L 3 COY OF DANN,BEACH STANDARD LANDSCAPE PLAN NOTES I.APR NSTRUCTION MEETING BTH THE DANIA BEACH CITY ARBORIST IS REQUIRED PRIOR TO LANDSCAPING ACTMTIES INCLUDING REMOVAL OF TREES Ablum INSTALLATION OF PLANT MATERIAL CALL—A MINIMUM OF 5 DAYS PRIOR TO DESIRED START DATE TO SCHEDULE PRECONETRUCTION MERTI .. 2.ALL EKISTTNG TREES PROPOSED TO REMAIN ARE TO BE SEPARATED FROM M LIMITS OF DISTURBANCE OPTHE CONSTRUCTION AREA BY ME PROTECTION FENCING AND EIGNAGE.THE TREEPROTECTIONFENCINGSHALLBBIACAIEDATTHEEDGEOFT THEEPROTECTIONZONEASDEPICTEDONTHEPLANORATTNHEDGEOFTHE DRIP-LiNE(S)E A TREE PROTECTION ZONE IS NOT DESIGNATED.NOMATBMAL STORAGE OR CONSTRUCTION ACCP55IS PERMITTED WITHIN UM TREE PROTECTION ZONE B4w.Yx 3,ALL EMSTING TRIBES SHALL BE PRUNED TO ANSI A-300 STANDARDS TO CORRECT POTBNFIAL HAZARDS, 4.A TREE REMOVAL PERMIT IS REQUIRED PMORTO REM WAL OR RELOCATION OF ANY TREE OR PALM CONTACT THE DAM,BEACH CITY ARBORIST AT 954A24.6S05 TO OBTAIN Yraw9 PERMIT INFORMATION. ar K S.LANDSCAPE CONTRACTOR SHALL NOTIFY SUNSHINE ONE CALL OF FLORMA,INC.AT I-SIMF 43247"A MINIMUM OF 2 FULL BUSINESS DAYS PRIOR TO DIGGING.LANDSCAPE sPe�Hi�w't� CONTRACTORISRESPONSMLEFORAVOHNNGDAMAGETOUMITIESFROMPLAMWSTALLATION. R,6WM4yit ,. I - 6 TREE RE OCAIIONS: ILl 4FXISTWG THEIR TO BE RELOCATED SHALL BEROOTPRUNED A WNIMUMOF 120 DAYS PMORTO RELOCATION b.MINN NI R00T BALL SIZES SHALL BB W ACMO ANCE WIM"SI UAMAMS AS MLLOWS: cnueeRAllrTunlM Smell Tree Plantin ROOTBALLDIMBiTERg Detail ,/m L:h•z 1 16 NTB IyJ� L 2 24 4 az E- S SO ,g TR IZINCNESPERINCHOPTRIINDI KAMETPR 11U NSPLAN'IED TREES WITH UNDERSD'ED ROM BALLS MNY BE RE/ECIED BY THE CITY ARBOMST AND pPPLACFl+1EMTAEES MAY DE REQUEtED. O� c,A TEMPORARYINUGATION SYSTEM SHALL BE PROVBSED DURING AND FORM PELST40 DAYS AFTERROOT PRUNING. ).All,PLANTING MOST POLI.O\V PLANTING SPECIFICATIONS AND DETAUS SHOWN ON THE PLAN. Q S.SUESTITMONS OF PLAM SPECIES OR SPECIPR'ATIONS MUST BE APPROVE W WRIISNG BY THE DANIA BEACH CITY ARBOMST PMOR TO USE tl 9.ALLPLANTMAIERLILPLANIEDPER'IHISLANDSCAPEPLANSNALLBEFLOMDAGRADERIORSMIMASSPECIFIEDWTHHCURREWMMONOFTHBPLOMDA ' E' DEPARTMENT OF m t ACMCULTDRES GMDBS AND STANDARDS FORNURSBRY PLANTS,DAMAGED PLANT MATERIAL SHALL BE REJECTED AND REPLACED PRIOR TO R45TALLATION. M>M1h1r 10.ALL SEEM MOWNPORPLANTM4TEMALAMMBECONSMEtEDMEMM , 11.WHEREQUANTTPSAMOKSMOESDMMBETWPENTHEPLANTWGF NSAMPUNTLMTS THEPLANSSHALLTAKEPRBCEDENCB F6WeMPUR FYe'�' su:R.RN,eq 12 ALL NEIV PLAM MAIERIAL SHALL BH tVAARANTED BYIiBI LANDSCAPE CONIRACR)R FOR A MWPMIfM PERIOD DF ONE VEAR Oowpwp imm Pew Bw lHe IVAREANTEIS PERK D SHALL BEGIN AFTER ACCEPTANCE OF THE PLANTS BY THE CITY ARBGMST. AL PLANT REDS TO BE TAEAMD%YITM PRE-FMIBRGENT HERBICIDE PRIOR TO PLANTING. r Tw.wFc CF Al 14.ALL TREE AND PALMS—AND SUPPORT SHALL BE REMOVED ONE YEAR AFTER INSTALLATION. 5EAL auex IS.HOPPRTRIZER SHALL BE APPLIED TO NEWLY PLANTeD TAPES AND PALMS. , �r l°b°py;°I 16 ALL LAMSCAPIBMATEUALSHALLBETHOMUGHLYIVATBREDATMETIMEOFPLAN CLNODRYPLANFWOPERMITTED. pF� LL S IT LANDSCAPe CONTRACTORSHALLBERESPONSIBLEFORPROVIDWGTEMPORARYWATERPROVISIONSUNTILSUCHTIMEASTHEBUUGATONSYST IISOPERATIONAL. _ L 18.ALL WIRE GUYS ANMOR FABRIC STRAPS SHALL BE FLAGGED WITH FLORESCENT COLORED TAPE Large Tree Planting Detail L^I U 19.MNLCMN, MB v/ 1 4.AULANDSCAPE AREASNOTCOVBREDBYSODSHALLBEMWREDBYAMW 13-INCHLAYEROFMIILCH. D m E. AMULCHRINGWITHAMIMMUMR IMOP24WCHRS(4BINCHDIAMETER),iSMQUEIEDAROUNDALLNEWLYINSTALLEDTREESANDPALMS. Q c.CYPRESS MULCH SMALL NOTBE USED. 2 Q M ALL NEW LANDSCAPm AREAB SHALL BE EKCAVATBU DOWN TO A DEPTH OF N INCHES BELOW FINAL GRADE AND BACK FILLED WITH CLEAN DEBRIS-PREE SOIL. CONSTRUCT TON ACCESS SHALL BB RESTRICTED FROM THE LANDSCAPE AREA AFIPR EKCAVATION AND BACKPILL IS COMPLETE 21.ALL LANDSCAPE AREAS SHALL BE FINISH GRADED SUCHTHAT THEY ARE A MIMMUM OF 35INCHES BELOW SURROUNDWG PAVED SURFACES WAS NOT TO IMPEDE THB MOTV OF DRAINAGE INFO LANDSCAPED AREAS AND M ALLOW FORA 3.WM MIEATI LARK 5'PER440US �� _ F�� PERIMETER 4,8253E _ � :�e °s's°L .•.•INTERIOR FERVR7US�:• ,.meu ewxwv.nRw..u.A.. I.tl. Mw.+a 1etl'phi1 + + + o��X..IM+.mt o+s4 p T.207 SIF ce Rama IN, 9asPrzaas•Trn...w 29sm4. _ ip{ nwww PAew4ue1 w4 xwn9lPlwv.we �. / �+ } W j tr a I I ew �,wen,Tt.NrrrE ar FRONT 7zs MNMwa«9E mFE=a..w.E. Typical Plant Spacing Dg$> LY Muaw rm a to••2e F lBal TOTS z ~ •i: wo e vw,PrN.. sv.mrw ............... x.tw m4 arocu I5 •..• .. ,•IMPERVMUS WA• .;, '•• O+g+S •• J1$583F •••'.•m'••.`:•'` wwxw tm�w p[ X. :'" :: ':V.. ,.. .... .'.:�.•: .' � �..�.'•: $rP.Ye•LI a neowa�a. mwbM NbwaMmwWNem4 svR 4wrmRs '' uleao,lm arsnxuasn,wvotwco9[MCB AR �, wrw.9 t.r.. '} t7 • 4s» pew ,._. a•wa R.a.Isw - PAD9 Aumwnc '�,�°g�w:veneu mlwa� "rxsn,v+ °r °°" �• tuw4 rFRe0YR6E. A ` rFwOWemrTweaK cueNWriswww�' pe~.. ,iq, 8 Pa9Mttri 6Y9rEMNWLAL00BE E04EEDNRHAPANBEN90R as,va,F k AREA DESGRIPHDI4 REQUIRED PROVIDED ] SITE AREA(1.65AC) - 71,6483f SKpyi°Bpty„q„M,�y9 pew aaoas BUILDING AREA - 28,725 SF uwwm enn v.R.w rMwK LANDSCAPE i IMPERVIOUSVUA(43,5%) 31,254 SF 31,25E SF { wow r.�wPiIMda DETAILS-NOTES PERVIOUS AREAS e -suADFw,ERUPFEa - 4.825 IF Shrub&Ground Cover Planting Detail //� S -WF -PERNOUR(—.A, 6.252SF 7.207SF MB Palm Planting Detail L-2 Y NTs ® IRRIGATION SCHEDULE ._ SYMBOL MANUFAG RERRAOOEUD MPRON OTT PSI I— A I. 11ER111WITH p - COMOLDEOWIPER6 ITI`— ,.. .... ._...._. .,. a ..-... �.. 11 "I _ . e A TURF6 ED VA PE R8EAP_9P2 NPTF1 4E VALVE. 1.1. THREnDEDINLEf.Wt016EILA#LATK CHEC 'K TURFILI)EDB.O'POPLP6PRINPTF Itt SJ 30 ��o Y 05.6 �' CONOLDEDN1PER eEPA.12'NPTFEAVLLE �- 'I �BEADED INLET.WITH 6FALA4MTC GNECK N���Z n VE �/� $ 2 RNN�IPD IBDS6NAFR6158TPoP BEPoES JD Ln SHR BPPAY POPIP6PRlNKUERW y) JW.. J5- JI TNR_.INUPTONf KEORSMFATIHALE --,�Z�n BFALAlMTLG CHECKVNVE AFDPRE66LME U v.& II E RFADEVICE RAN.- BIFm 1B0B9NAPPBADJ it m 1 \.. �H• :i COAJOLDED�WBPER EAL I NPTFEMLLE THREAI)EDINETONFBfEDPoSER.VARI .. 1 RAN. 4TK)CHECKVALVE,PNDPPESBLA2E R pp (� M UTATINO DEVICE I SNR 9 I 2 1 �--«,�w-0. 6HPUB evRABTB�POPRUP 6PRIM6ER V,11H � TMO�OdDED WIPER6 14 NPTFEMOLE R IIA£f oNFl%ED PoSER VBTH I� ;.I L; fiFALAIMTIC CIECKVALVE,PNDPPESSURE ' � REOIAARNO DENGE tl I 6 11 � -. jl PPIN BRD iB066M138EP1E89TRFPM W4 PC6 >2 vALTRVEE—�6URPE caMPPEEFAAW�N06.cEREEEEN. H ' k; MAHUFncTLIRENMDDEwE6IXBTlox Dx FFE,1 MBOL RNNIRRYPPB LowFrowwERATNONwamuLvaL . �JB 6MAJUNEIIp ION 'I cGN 6 VALLVEENNE—)MACRRSON IAIP VALVE @R 4 SEAL :..... COTBST 1 PRE4 V98UPE V-U-IN BPH861aM1TRi E LL ..�� �'� _ _ —�i_ - N HIGIBTOOYMSTREAN OUM1ET�AND�Tf1E 6 NIGIESTPOINTMTHEDOWNSTREAMPIPoNG. W U) 'tYf,B2 RNN 6WDESPoLXMELY,KN1 1 ; tY 2" Z H 1M © BBTATIX1 cgPABLE COMMERCIAL i CONTROLLER.MWNR:DONA = GOFiO�ENFIOTEDMETaL Gg01NET WITHWT O Q �"''-"� / RaN ewo R6lrBEx I Z T.—E.—AIA1uTCWp BRACKET E%TENgCN1MPE EVIN M(IIS -Y i - ui NZ MOI61WTE SEN60R KIT 2NAC@5890 1¢OPFRLTINO TEWREPATURE.i OEGFE.F IRRIGATION PLAN �p =- 4 0155 DEGREES F.BURWVA EMPEPq WE. N 1 T2 wwww.wr°w..w dO DEOREE6FT01B5 DEGR BF.ULCUL, SCALE r-20'-0" ❑ C-nhNRGE—RCAnON6. U) B R1-1R IRRIOARONUITERALLINE:PVC C1A682W HDR21 K.SDI LF. }Sp PVC CIA892GOIRPoOAl10NPIPE ONLY Y jl LATEWJ.TPANBNION PIPE eRE6111A'AMJ � B aBOVEANE INCMATEDONTE PWL WITH Fj ALL OT ERB BMNG TI gQ IRPIGRTION MNNDHE:N C PVC SC BCHEDUlE4D 1S8 LF. ---- PVC SCFffOLAEAO NBGGATION PoPE. PIPE SLEEVE:PVC 6CNEgAE KO 3II.J LF. U NON-VEHICULAR SLEEVING SCHEDULE SLEEVNG NOTES: A q Z g PIPE SIZE SLEEVING PIPE SIZE PLANSIWLAR CROSSINGS ARE SHOWN ANO SIZED ON THE IB-r. w...�".a $��Fy/ N y 3/4" 2" 2.NON-VEHICULAR SLEEVES ARE SHOWN BUT NOT SIZED. LL 3.BIZE ALL NDN-VEHICULAR SLEEVES ACCORDING TO THE 1" 2' ADJACENT CHART. co 4.MAINLINE CROSSINGS MUST ALSO INCLUDE A 2°CONDUIT SLEEVE FOR CONTROL WIRE. 5.CONTRACTOR TO DUCT TAPE ENO OF SLEEVES TO KEEP 3' 5lEEVE CLEAN AND CLEAR. m.,mM IxmR F B.CONTRACTOR TO STAKE END OF EACH SLEEVE ABOVE GR sHwu LPn� 2' 4' OUND AND PAINT FLUORESCENT ORANGE. LABEL EACH PBv. mlrm�B.STAKE VRTH THE WORD'SLEEVE'AND ITS SIZE, misam p 3" B' Z.CONTRACTOR TO PROMDE A 3 FT MINIMUM DEPTH OF 4" - F COVERAGE VIER SLEEVES. ALL SLEEVES. Mw: « 8 .na g�FE IA8E1, P IRRIGATION S 6" 12" LAN 12'/S-/2"SLEEVES MEANS TO INSTALL ONE 12-,ONE C AND P p 8" 18" ONE 2'SLEEVE. 6 1R-1 8 [�o..u»w�i.00w�+[el J flj'H�V39 VINVO 30VHU319Z MS LOOS g � ��,�•�•�•"a. +a 6��S�a�rn�o� ■ � ® �w t . 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Nw Mal NX R!b+N.of iM eanireAer sent.Thr raaxtlm Mdl be hmmNlMly nbtl wbwa awl.Make tw pent Plem vl civet p1a.Ve. ,, Tap°a.bwlae embd wise every 10' rvn olmp.N.Nv mdMNs.At d lama BACK FlLL J CrwndNq CrVIk.Vm-ProNde grwnd eMU[di.n rwulb M cad conlnlir F etecllm end.p T'[oA a who Al ell11 vein bmw cdl wY.vwntl a J/4'aw. mtl pump pmN grvuntllw 9rN Mvbl•6 1011 must be m°Ik-d Nwhlcl°n of PVC PIP.to ends°[al uanp 30 IMo-h<M1..01 wW.Yvk•Nwbkd Tha Bad UI 8'bMax,B'ebm4 a.nraund allpM Ing MeY be el d.an ee.and lolly h•.Intlk.IMq IaaHm teal.(u.Fp IR plm synUde),d.le,IMe,tart cmnecdm.xllit MOBY/R wnnwlan. anNM1 d b•ya.Not In U•4mch cm M of nollw mal.rld Sul naUxMg lower Umm m•N.vM IwIMq nw1LL ei tar.All v v s eMll b•o°<kN•d aM wmpwiM b o RISPED11IXI i AND CDDRWNAWOH M-11W fl[WRIFD-Lbnbedm b nWlred to Mmbr all wbi 4 FS I..lrkd bed el numba4 °rdNy le Nv pim4 tlandtY.1 BSR ma Numbv rhw al Wee bvaev.b«ibn boxed and bt U•a«IrdW. whedul4 W-,aW attend tlleUfolbAFq,and dxno 0 bi b the emdr the+hod wmb,.a.Moved m raNmv ..IMe Pbe dwN mwwr•tl 1.N.1«a pipe Md b+: m1/w a repesenlallw 1. sP wW-,aA r..ra ^ (le MII.tar carvnan M'mNYnum to-J/4'-T 1/T'PVC»IU a JD'm.Frvm el vehlaly awaFp•% i.Prv-aneW[Um-U,li-D.1%and anbwiw le I-..W.-1 m.,.bleclk aemmm JO'mNtnum fa J'6 1'PVC vNF.JB'mFimun of vMlabr crowing4 prwxea and.M.uN MU.rent/pined wnMaw. {{1I ud edv wGE het xin T.M=MIdIVVm NNdim(v)-dl mart.•moat be h-I.br prvpa �d p4+pore wlb»hot rtv Lai•rol IMe dw'e mw.w`tl�o lq of pipe Mal be: yypp44 1M.0.d.pU a cownp0.bodPol,mN M.ldatbn m•Ihoa (1..�o $ iR'mMNam ter 3/- VC xlq o]0'mNNum al wAlader uw.hNv 3.Mamba weever.tart-µ-1k.Mal by cancan tested accoalnq!° y i Spore Mree R4'mNimum br 4'PVC and.bow NN o JO'mhgmum ul wWdw avmkipa NI.ea.bn'.nWk'emmb 99^ IwMN•och weirdly.rvn tau upon wlr.v N b.0 dbwtlme(ebhl apart»tau 4.Rox Hefa wlihroit -µRow inert,.moat be Wbrotee,proNde nerlifi. u UA..., tdal).MNd«i cammm.pan(T bfd)and J h.l xkw(0 told).Imp Uwe Cmbato-Mal-fill aA pbinp.I.0 maFOn.and Ivtxtl0.0b,b px-;;my mlErollan npM{a eA flew metan. Mroa iw cad RCV olmq Nab pain aM ImmNob In Na Iavl vdro bn cmbdl. pwrvn iwLL The pipe MNI Dv OaNaN.E vW,IM1a ewePit.o1 T m awh Ad..1 0,V40A SoA Qadlly tests tar NPobalbn/leatvre W" 5 5 by Ne cairn rewwlM mnMAv.The loop kilo eeM vWro box Moll extend w Inle very bin!(beA n11Mpe,WA,be0.W.ale).Theve)dole NNA na be bmkRA. 0.Ceverege and opvatlmal lot U) tl 'v wive boa o mMMum[I R'o.M r<oOAYY ace blv by apanlnyy Ne Mva ben plpNg Ma caller«Irby III-M°pproprlota Pressure tort ere aU.d Mpwtbn Nd.Then Mrw moat ba vA numbr.oa ctiv e.detl m regvked N Nwa plena. bNow. 8.PunM RN Fgwcdm nag Canbdr and Pwnp eroli«Centre Penh Wwndn9-Cmbvctor b uUb. pkUSHING RNAL ACCEPTµCE Z ^ 4 xsxs/R'aPp•r awnahe Pldw,s/a'x1n'wPPr dad aw..Mq read'rn. Prkr 1.N.pbcammt a nave.,rwM a md,lm..fw n minMen d 1R mMba a FMa a«epbnm el Ne IMpNbn.plmm cart b.qqlw�ae.r Ne rdewhq a.wm.nb �U°iH SKIM'CAD wN4 0l dl amnaellm pWb,p N.ulal.copper We.and.ale mlg IFw.n.-Plwly tlwn a ddxb.»M1kh-b Imger. mtl wnUMm hew bon awnd•t.and oPp:aved.that peymml xM at b.rd.m.e tat maleHaL Inald,N•ea a.o'er reWV.vampmmb m wUF.N Ins Eenbl.Cmhacbr ro wdfy bol Ne.erlh to pqrrec tl nsbleme tlos.na cats.10 mU IM.•wnallbn•w.+vll.fl.. .. dma cmlr«ter Mery woods a»Xltw eeNlOmil°n,m.Ikme.Warleal Prbr na Uu pi- I a bead,Rush.Lied M.e fa q mNlmum It 10-t.. 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K NRIVatlm o.bxWra Mmaar Ywr hwn'e Ikns al end-RSv0.lave• p d io Ida hen aao-ml all.He eb•b:mlbne and Iknttollms PrW b Md k wrkrm.aaweNp le Ue VSOA Sd DualNy T•N Kit ale.,16.lode Moll OewwlVtg bwMea be chum-b.UMA W W, 1,(AA of Ne.have 4 owldle at WUYUY REC�NA.- nil //wAe.uMo.p<r/.q/°.assmmll bNJtlLhtml)The emyx.1.1-Ab- h.. IRRICA ii...-AN.PROCEDURES Sbke all wrMNer Mad tooalbna.Adj,et lacolbn dntl more the nwweory • -It ro N•awve repn•mletM ter reHw/epwowL De net pee.. R m ieMwVom to nozde ype..Ne.rmulne b mean 1001e Aw0 to head tines«. I_,mitten tltwfim ham Ns amv/omen.repr.emtallw. 1.Frery hbolbn xona shouter be Mem.mmUly and vrlllw ry-ge-W R.v W N.Eege of Pawmx:l D.ld m 14•Mgallm DNav SM.L deecrlbiw Nv dab(.).ad cane wad kcwwl.,pr.N.m.Nmt10.,tlob Bdeaule In1Fg NU Ownv'e Repnrnldiw°mMkmm er Une(Jj tlop F odwnce pprroblems rwvY.,mtl a Ml of melrWe used In the opal.At mFFcum these mB y hv.s MNI by Maldl.4'Iram Nderalp•a cab.n.dwn erne IY ham a •NMp. 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J-Xng Nn M'lade of cmtmW and Mdex•nest Ndex eecVm.b•afWanb L Ch•d rein mul-aR dMc•mmihly to vuwv M pmvibne prapMy. g6i µ-.Ala eWlPmvl,not oNVMw I...a epvdfl.m Uue p1n A.be F yy band IWN MU epa.lflcalkn ewlbn 711 rand omen a aompmmt umleh abmltlda rot campenmle m maUXol GsL InacaN wldM Rma era hNnq a 1-1 dl flltre mainly and dsm/rwW/rvaa.ere needed. Net oe per mamfaeWr.s neammeneoum.ana.pwlR«limp e,W oawebq to upp Ivtl m cvlaaq cal aheeb Mm mduple ttan•an+hex.m hv«e MxL a, W Imo one elate lave. InwmpNv wbmlild.vAl ben .MUwul Nw.In Nru i tlwpin n.pw,m K. Ii bockgen d.niwa by uUlzMp a wwMy Ncm•.back.»hip-Thb Q tRFNc1UA0 Nwhank pad.gv k Wk,mof cm by aubmill.. Mwla b•loner wm.w of mNbnum. U L Nwwl d vow ben•t.mean they are b,peed wndlV«,INe en M pace Ewawfa sir°pbnAlµnd valkd trends.whh xnmU.hat v NOPN9 belteme.Trend xr°rout aa.elMm' wtl Iak.. 3 Ntl'sae eve' Ds wlifcimi b dw.w iM prapr wucel and IMzmlul Ae.cmelVw or Anal aavpiam0.II IMgMm eaMrmla.hull Pr.tl.U.exnr pp .gmaVm b•lx•w pIpM9 ee oven M U•pi.F.bllafkn tl•b/«Ua de(aR Nnf. wife: Y. -1,pump+I.-rw prop,[perelbn,preeaw•a Uhatbn,.Wid,04- Z W A Praat w41bq Ima.cap.d arwe.Renew mtl repbn f tlemagn.punt m°brid 1,NlpMms Ae-bWl•-.,d b•woad.°I$-,a rvb-It qdd NoNpolbn r•fr b pomp•btim Wmtlm.nmxwl. J� F open lab wmpletbn.Thv rwlwmwl maledal Mdl be err Ibe a gmm and tNlle Satan(CLASS)t.°aw.Myry«°le A . .awra remote wnhd N. •ek d nla°n Intda.ve e m dl aoVw IMa Wortab,at mNbnum.Oem 3$ N pwln,vM°f Ue can.ale°e Na mNMa II 4 npl Np.The Md tlwrmNvlbnsat. Mspwtlnt Nn n wRv woe.hmw,eonlaia0.r4 hlgA and/a-.I,,ee needed a e Mot need°b by raaac.end Ins«ceprobUlY el Ue rePloceneni m.tald wltaq.rapply aeurc•./mnaull pert,wnhd merywnlun4..neon,wN.a ter +haR b.wlNy up b U.menu w Deno+rwn.nbgw. Vine F Raker E.el Stale Pbna NAO RJ.and CORE qR fwmol Tha G Mnt.xe.II eppNmbla,m rsvUa M ywr ado dololea Fdlor mombeWra N orb mgwlvE d.be M PUNT!meal mtl,IMe m 10.vr cad 1. .t NU r -IRAs we Ner a1 d INm e.rplpmenl ueM9 mmDr� INBTALLATW bI bibb Ww,Tpa.SIz4 and OepU,µ.-and Mapmdml rvns or We MNI Penmen.•wan°• p al.plan°.pr mvwbct..r rawmmen m4 cal. M eb.W rvm and at Ivey....f ancUm.Blows O Bel W t eq pips eWo-e mtl d•burt.Own Pipe and OLMgs el I,Nm M be I-d v1 and paFla ink aver1�Ttl of Imp'.NI uMagrw.Ibem.Mali P. C a.1.1 1 Mepeakn4 maFtwmce 1a44 eta.Not ere p..W.,fa py cant Wed Pbv dMu malMd:Uw°yqy o aural anwnl of pima Mlv mvaFq Inert my rwwe Is .At overt h hch I-L lbe°e 1&.w«a ed vela don be Impart.Mlo par+It•. wlp.oR M1nmea°FINy.Prmer Mo-ld mt WtlM m tlrb M1am pbs a MM990.Nat w At. ..9so-nrv.ne.be...1 to b.Ida.aaaroNglY.The amplatad w,sr p;Poa 10 ply°IFF I. el PVC semen,pal apply o ik layr t.IM pipe,nvl°IM1F Al..t.hd b.a Cw-Wlsrmc.OBT Ws v.INMr.b M sent m° nxa pr loofa MMb and RMIy a- r wry UN bpr an Ua Py..Med'.DPe wnpacl Okt(m). wcxeabr:Fla Ne fltVng Nw•'vl's Pbs I•M.N.to Ue beltan a the Rtltp,Nm Sev Ywturs Wm it.pipe a 1/4 tam mtl odd la 10 1cond0.Wk.wro Ual IM pipe emen'1 w• noses ham Un mtM,it IM1.Dbe 1.i t al Ns bourn a!hv flNM9 open 1. Plpea all aA moleWro wnwr WrN In 1'SGd 40 PYC conduit rer.apo. N q eempleUan N•pks bMl Is one«veldts«d must be dbcae.d 9 y T. Son,bl-.maw.hould be pbwd M Nv Wddiv ai a°pray v Mp °'M tit ere°as per m.nul.cWrr'.ncommmd.tbna. IRRIGATION NOTES 3. Cmiraper.hdl bs.et to the-Id.Aut-.t.Ww'er W-W.urbm iibl,- Ithgs u.Mg N.SMS a.o molsWro ml eN deNn.(Ilk.° A rdN ewI )pw m..Wur,dln°U... I R-3 ROPERTY LWE PATH RF FRONT WEEL e y �d b INSIDE SWEP�ATH �� ILA a Q 3 6j16 P Is-11 i ft h FERTI LINE MOO —o a —XI .. a 5EAL 4a W o 4 cl) O J Ii f 4 �V O LL z CZ> E I< TRANCE b '^ EXIT TENT VJ :. W PERTY LWE U Q F I y l I I r I qyq Z N J N FIRE PROTECTION PLAN M SCALD vim = r-o* F-1 m RGPERTY LINE PROP _,__T PPR%ING G NriIR r --,TV.FIRE NEW 'PWCBUL TYP.FIRE b LANE SIGNS n E LANE SIGNS WA MAIry l NEW B'OIICnIE him T ++ RON PIPE +�+,� fi• rWaTTR fsn.sru+a9aN b fl TY IBIE CARD A ILI I, L LANE LANE SIGN W x RD TY LINE E a3� s m fllLE OEPT. A m ACCESS RGA q z r; Fi I 0 ( NEW B' CnLE ,� I WATER I I SWEAL P Am NNEG LANE SIG14 LANES S r^ O p R� Np ING NNNppp paapAApRRIpp���� c� RAJ a' R P E G b i FIR E k O k LL {y_I• J'�ME-'JT NEW B' WLE - B'P L EXIT ENT N ED WON PIPE ATER MAIN NAIN � g Q R VALVE&T W Si1N0 B' J44.J>' S OD'S5'08'E I qp TA G% � 0 SLEEVE P�WATER ST.WATER I I VAL ASPHALT SLEEVE XISTING B'PVC BEYDND WATER MAIN EFLIXlfi PROPERTY DN SW 31 ST.FQi SW 26 TERR pq�OSEo e' • API 398') —,-A,LAIENAI .ZI W VA VE — Y EIJSnC B' _ �B.cnTE TOK. SW dETH�ER CE samrAHRr SEWER j m ATE VALV£ VALVE eoz — ---- -------- w FIRE PROTECTION IWATER METER t Nj SCALE. IA6 = r—T To Exlsn c°nRTi xYmeAxr— F E%IGT FIRE ATER FTER �VW.I£5 a N — — — H19gANT — — () 99 �Qf� ovgr AVM-]O-ENBPo E*f' � I p n d F-2 PAVING,GRADING,8 DRAINAGE NOTES uRE 6 926264.879N EAST O.. O� wnmx.xwxnxw...w.w..,w.w.x A°AACERT—MMa&wm usE: °fli� ASPxw.r anwE o oP .mmw.,.ronnw... 636988.601 NOEASTRTH NARIIIA MIE BURWN:55 PAPN '°UTId couurncuu.0 sTmh taut.ane O � axns.,nwxL 926276.345 _ I Omne �� wnwxx,umanwnumm _ _ _PRWERtt IBVE _ N0i34'ld•W ha'1 _ O•O . ww,,.w xna wwnnn u..xx rw _---- ,.mrm,.oa o..mvrwnvw I--�-- fAli Of ------- ----------- --- ------- gtl1EWAY ---- — ---, I LL--1 i ssr,w.aam,m,n,n uwwrww.wwwm,w,nw m, au vu..vrrc.n w a w wew n wn.a wan.n ` D�.w.wwnw. a.w�nnww� -�----- — - ---� � ----- R-- D O � s .'i x E 23F ©:; I / UIL IN ® �"�„�. `��x+e•�n +,>.ww,. I I s WAREHOUSE j26 725 SF /�HOUSE/ I 8 11 SF 12,559 SF / I OFFICE3 164 SF / 0 i o 19 g gg I" 0x� a�m S �I I � /HgAt WiAfil°tlRR:RAIR)N EF°R 4 I F �� � � t�miP CENFRATRN ISP°R I W � 11 MPAR 5 I o g ®w�i.rw_au.rs,nrorxww.wn,,.uwn I b I I/ TFD b SEAL odiuo aaooPo moo m�.ovn u�'m�' ,2 9Aa9 I 1 u PEAW I i � ¢ ADDRIONAL NOTES: I I / ' I / I co K ei O1N w.wvwlw. ....u,..x wn..•... I ' LANDSCAPE AREA .':I'.:'.,' a lANRSGPE AREA I 6 O W wsn n:�,�w�w�_wawa v�w�vws'ia.'nw n.eww 3 ('I� PEDFSIWN!WNI( •A PEK5116W WALK I I LLJ m 636991.906 NORTH T I Q o wT 926481.636 EAST ' oRRcxur --p amfe•Ar I owLswAr —D s�Es I -no ".: .n",::......w..,...w....,.w..x.w..ax,. IT dmANa: .,n,......,nw.,,,.w.�.W....�xe..n�n..,.,,,,,..n..:, ". •'.:..;.... .T .. � _ � •m sa�r, — .Enz. MTT A9NALT RAR ( w v.u,• wrumxmnuww<swowo I ---- PR°P65i➢Y WTIfR TY IX-WpTiQt uwwiw .urewwww.xwx.w...�o..e NIB QlT I aM8 Qli I 141G WTIFA I W I Of W WmL.1ACvb L 37336.632 NO v 26476.107 EA: xo.. tP'DV0 I L— ------------- ---------- — —'N-�------- ------I---------------- h W ^.•^n-^•-^••-„ ,,,' •�„'�'A: �i"j SW 25th TERRACE uj ,.,.,,w.,,x.x�w..xm,x � •vuvE ROA ° � ❑9 L.P nwnn..en...e....w.wx x.•....x.xM m.e.mw � ` ,uNcmRozO . �wgw,n mnx.w.n N P PAVING,GRADING,AND DRAINAGE PLAN xwnnuevm..,uon axn. wu u.,mnmu,. RS SCALE:I116'=1'-01 RICM ■ mea T_DE-W T WATER SYSTEM NOTES A0.MCENT CqI USE PAR WVN L P GRASS ASPHALT M81£ G GP WwroTHSPRor_cns >36968.601 NORTH APoN NA MUwU51NE59 K %. w1aQn4Al(i SICRI� C(N1G d.RB ''w RPE r , 926276.345 EAST MIXIFlEA ( iEC W Y.IIL ALL WcraE IR�w LHYAµTFeA wlxeum F�oRc MmuHea&wLeE NoiMYa'M(zw9 — a —PRGPEPtt tINE P EOWE MAMXEMGx<raRG_.Kr REa — 1 IFPFAMIREO BY 1HE ViRItt ANOAPECWIcwLY WLEOOui Eoaw,TxE PLAR P«YwM.LwLawoE PIPErP.rcr MaYff __TM_�____r rs•unum EABEMExi rgoPo o uREo.AXiPvcvmTER Lwarsaw.eE cuss+Eo,oR-,P. I sAs.rs F,NE rHMrAvmwa-wuvYPAnwRUEE wsrxLEoaerHAramMUM — ——————————— a � e�iFSPoi�mwLLERaraueEPavBrHYLEr� � FA r--_——— TIBRet HANxOAwWMrP PRE96UPECF IMPMPM LA(� I ® ' �,,,,JJJ�11!!!l!EW R'WCME eoeFONWNOIOAerMP,>Y ruY£AeMHOT VAw6iiWwe. (` I /taGN PWf CnLE 4 a Fl1RNG68NAu aE Cwsr woHaw PFiREMGutEErYre M�� I __WerEo uAw_____ IWA FlMA TIH PREseLRE RTRHGs uU4Li BE CFMEHr � I %/_________ � �L, .. u--w PER ww.ww c,ow:ua. ` � o+ I � � bi) I 267 5 SF AaPE A«Eww WAGA G Axe RGR ' i / I U r,'3 Rm�PtaEwFEET LE � h ExGwEERR�,GREHHPL..�Ea�RWR�A � I =� I / I I ? � �no .R E IN AEeroMWRIF EgtLwA��YEPoPE.rGA,.LRA,REE I EHGR�M.wXRYaPoRY �wHRW I I I / / € I SEAL LL 11wY PLAN9YNrHAm PAYWGAxooRAWeeEPLAHelul e I I I I I -�- 3 srwL�.MET—T Eworn rucronsFrsEHeE.� 'ro 3s OERAST I I '� I y AELxPrARc ar EROF xEAe Toro. U I 84 I I w a — — ---------------r— — — ---- J I Q o 15'U. EAEEMExT -rAPnxc ERsnRc rz•PYL � GPasfo R•PVL——•———.— — _ —— T•.e •" 1'�1 YALL£a wA1FR MAIN ABPMALL I YAl W I& - REEVE WA1EA MAiN__ UPoRa WT1ER - BXWF--- ` I QMB Wi ' WT_-_- O1TIEn Tz' sXMNt4- — FX 41T1Et s Qta �SNNH cur 37336. J m rE•w � v,ER PRmasEo Q Lgl>gRc I 26476 U i • ' UTfRLL SANITMY LATERAL � EXISRNG B ' LATERAL SANIrARY SEVER 1z'GY On ' LL — pSExMH uJ ----- — F t5 SW 26th TERRACE � M EMSMG TwE HYDRANT C •VALVE BOX M S<.FlRE HYDRANT FIEG�G JIMC110r1 BOXD oTmP M CPP RAMP RE G 2 55• ��o PoOIi-EF-W Y WATER AND SEWER PLAN 5�:111W-V-W C3 LL I-=M. W- -z� Xl= DOUBLE CHECK PRESSURE BACKFLOIN PREVENTER TYPE I WATER SERVICE -E CMNEMN. -.1 1- -p- 5E-AL FIRE HYDRANT CLEAR ZONE PRIVATE FIRE PROTECTION TYPICAL CLEANOUT INSTALLATION Lu < a U) E 0 MIX"r- w W M M.- LLI $IT Z -M- A W--a,T DOUBLE SERVICE ZEN% SINGLE SERVICE WATER METER INSTALLATION WATER METER INSTALLATION 2"WATER METER INSTALLATION WATER AND SEWER DETAILS C4 0. ouvewn F OO° 3,p•R 00.EDGE OF PAW f� MAN OF BOTTOM ua ROo AND—W CURVE O O O , TYPICAL IM]UHLE SERViGE LATERAL DETAIL S CONCRETE—EWAU( U S FOUNDRY VALVE Bm(AND xis 11 II mm Rru Tl COVER MODEL NO USF 16351I Ft- THE W y _ IkTTER'S'G5TIN— �m� COVER OR AAN—ED EQUALnLn .vman.ne.wes nwww i f '^ � 30•z 30'CONCRETE CQLIARS, '��:M E• �L 4q ((p�R W ILA C PLAN '°°^`""OeSa e 1 BELOW VALVE BoACOVER ....e..,,. 11 MBE S op a IB'OfA PFA WS-ON OR SOLVFNF WELD ..W m ROCK BASE IN 6'RISER CLEAN ODTADAPIER SECTION i y ,mi^"^nrn^"mn.^a.w"� ---Je ` (HIAA ARFA HALE TNREaDED MWE TYPt A cIN �RVI LATERAL DETAIL w �)m FIDW CU3'S'OMFR NINIMUM S•pWG R 6'x6'WYE -WFi SECTION•A-A' 1. THE CLEAN OVTSHALL BE INSTAl1ED IN TMFMIDDLE OF THE SIDEWALK. `''�lwmwmn`we®Pu .mmwL TNIS DIMENSION Will—DEPENDING UPON—WIDTH OP THE SIDFWALA. a.na.n.nm wuu..me P NOTES, 2.S'APMIES TO A 5'SIDRVAIA WIDTH.IF SIDEWALKS DO NOT OUST, axm.nv —II.•A-A. THE CIFANOUFSHALLBE INSTAUED2.s PROMTHE.-OFWAYUNE. INVERT CHANNEL FLOW DIRECTIONS 2. A NEW SECTION OF SIDEWALK SHALL BE POURED AROUND THE VALVE BOX WNEN WORK➢IG IN AN AREA-METFING SIDE- MODIFIED RISER SEWER SERVICE CONNECTION GATE VALVE TABLE WYE SEWER SERVICE CONNECTION SEWER SERVICE CONNECTION AT PROPERTY LINEOR EASEMENT LINE - _ U) o M. A BRQuVARD CDUNTY 3 w sCOuiION ,K, »A ��- WATER BOX ADJ S s 4 w as A"I mw IN PAVEME J U b`e A 'mil F Hnn. C.O,E,S. OPTIONAL N mmPmw SaoN »..ae�m_m. 6. Z 3 GV, GATE VALVE = S RAW WATER M L-19 DDRP R m..w>wnm,n,wP.,..w. o.a.Hw•.HRA,.e wR.,H w,„.n..,....mm.am".w."..I��M„�P H•m�aa�` 3• 7 SHALLOW MAINTENANCE MAINTENANCE ACCESS STRUCTURE RESTORATION OF ROADWAY CUT VALVE IDENTIFICATION p ACCESSSTRUCTURE FRAME AND COVER FOR PARALLEL UTILITY INSTALLATION MARKERS C TAG )j WATER AND SEWER DETAILS C(J` N,T.S.