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Home My WebLink AboutR-2017-155 Approves the Site Plan (SP-107-17) Submitted by Joseph Denis on Behalf of Dania Live 1748, LLC for Property on the North Side of Stirling Rd. between Bryan Rd. & I-95 RESOLUTION NO.2017-155 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF DANIA BEACH, FLORIDA, APPROVING THE SITE PLAN (SP-107-17) SUBMITTED BY JOSEPH DENIS ON BEHALF OF DANIA LIVE 1748, LLC FOR PROPERTY GENERALLY LOCATED ON THE NORTH SIDE OF STIRLING ROAD BETWEEN BRYAN ROAD AND INTERSTATE 95 WITHIN 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, Chapter 28, Part 6 of the Dania Beach Land Development Code (the "LDC"), Article 635 "Development Review Procedures and Requirements," and Article 340 "Planned Mixed-Use Development District (PMUD)," Section 340-40 "Development Design Guidelines (DDG)," provides that site plan approval is required as a condition to the issuance of a building permit; and WHEREAS, LDC Article 340 "Planned Mixed-Use Development District (PMUD)," Section 340-30(S) "Site plan approval," provides that site development shall comply with the established PMUD regulations and the approved DDG; and WHEREAS, Resolution No. 2016-160 approved a site plan for portions of Dania Pointe Phase II, consisting of approximately 473,418 square feet of commercial buildings to be located at the northwest corner of Stirling Road and Bryan Road in the City of Dania Beach, Florida(the "City"); and WHEREAS, Joseph Denis, on behalf of Dania Live 1748, LLC (the "Applicant") is requesting site plan approval to permit the development of additional areas of Dania Pointe Phase II, consisting of approximately 31,430 square feet of commercial uses and 350 hotel rooms to be located at the northwest corner of Stirling Road and Bryan Road in the City; and WHEREAS, the site plan application (SP-107-17) has been reviewed for compliance with the approved Dania Pointe DDG in accordance with Article 635 and Article 340 of the LDC; 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 Site Plan (SP-107-17) will protect the health, safety, and welfare of the residents of the City, and furthers the purpose, goals, objectives and policies of the 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 specific part of this Resolution. Section 2. That pursuant to Chapter 28, Part 6 of the Dania Beach Land Development Code (the "LDC"), Article 635 "Development Review Procedures and Requirements," and Article 340 "Planned Mixed-Use Development District (PMUD)," Section 340-40 "Development Design Guidelines (DDG)," the Site Plan (SP-107-17), attached as Exhibit `B" which is made a part of and incorporated into this Resolution by reference, is approved. Section 3. That the approvals granted by this Resolution are subject to the Applicant's compliance with the following conditions which must be addressed prior to issuance of a building permit, unless otherwise identified: CONDITIONS OF APPROVAL 1. COST RECOVERY: per Article 685, cost recovery funds may be utilized for various costs of the city's administrative and outside fee consultants for the processing and review of applications. Per City Attorney's request, please provide $5,000 cost recovery fee with next submittal. The cost recovery money can be returned if not utilized, or additional fees may be requested if addition fees are incurred(Planning). 2. RAC TRAFFIC IMPACT MITIGATION: Resolution No. 2014-049 established a rate of$21.26 per p.m. peak hour trip. Kimley-Horn identifies 245 PM Peak trips, therefore, $5,208.70 (245 X 21.26)is due prior to issuance of a building permit(Planning). 3. Applicant must obtain a statement from the City Engineer saying that the traffic study/statement submitted by the applicant is complete and accepted prior to public hearing(Planning). 4. Applicant must obtain statement from Ronnie Navarro, City Engineer, stating that adequate water supply exists for this project(Planning). 5. Per 0-2017-027, commercial properties under construction are required to provide security to fencing with screening showing project rendering when adjacent to ROW(Planning). 6. Per City's LDC, Section 635-50: (M) "The location, dimensions and character of construction of proposed curb cuts, entrances and exits, parking and loading areas (including number of parking spaces and loading spaces), pedestrian use areas, and vehicular use areas"; 2 RESOLUTION#2017-155 • Number of parking spaces required and provided not clear. Sheet A 1.02 and C-400A conflict (Patron areas & meeting room/ball room versus Commercial & Supporting uses) & Sheet C-400A does not include required/provided parking for hotel use. • Sheet A 1.02 identifies 292 parking spaces provided, but Sheet A2.03 shows 287 + 8 ADA=295. Revise accordingly. • Provide note on plan that identifies where parking for each use will be located. (Y)The following computations: (3) Total existing and proposed square footage of buildings and breakdowns by floor, use type, bay or tenant space, and dwelling unit, including required and provided minimum floor areas; o On Sheet A 1.02 must identify on site plan the square foot proposed on Floor 3 for ballroom/restaurant use in order to calculate required parking. 14. Identity the square footage of retail, restaurant, meeting rooms, ball rooms, etc. (totaling 31,430 sf), in parking table and identify the required and provided parking for these uses. The square footage of the 2nd floor is identified as 29,209, the parking requirements only account for 15,293sf. Same for 3rd floor. Identify all calculations ad related information (such as location of parking)o Sheet A1.02(Planning). 15. The parking designated for hotel use is required and will be for the exclusive use of the hotel in perpetuity(Planning). 16. Must identify required and provided parking for all uses: Hotel, restaurant, meeting/ballrooms, etc. in site plan calculations. 17. Identify where parking garage#4 is located on Sheet C-400A or provide note on Sheet C-400A. 18. On Sheet A4.13 revisit the transition blend; 9'6" provided run at 6.6%. The dimensions of Parking, 5d' Edition, a publication by The Urban Land Instituted and the National Parking Association, recommends 12' run (minimum) at 6% grade. Please accommodate this in your design(Engineering). 19. Sheet A2.01: Please revise ground floor plan to show proposed Finished Floor Elevations (Flood Plain Reviewer). 20. "Sector"sheets A3.01,A3.1,A3.21,A3.33 could not be located(Flood Plain Reviewer). 21. Overall, a determination cannot be made based on the submittal as to whether the project meets the flood provisions of Chapter 12 of the Dania Beach Code of Ordinances and the Florida Building Code(Flood Plain Reviewer). Section 4. That pursuant to Section 14 "Site Plan Submittals" of the Dania Pointe PMUD Design Development Guidelines, the Site Plan (SP-107-17) approval shall automatically expire and become null and void five (5) years from the effective date of this Resolution unless the Applicant files a complete building permit application and secures approval of building 3 RESOLUTION#2017-155 permits for the improvements shown on the Site Plan within the five (5) year time frame, unless an extension is granted by the City Commission. Section 5. That 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 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. PASSED AND ADOPTED on December 11, 2017. ATTEST: m¢°�P�'s F►�STC'�J- LOUISE STILSON, CMC T RA JAM CITY CLERK ,ti AYOR APPROVED AS TO FO ND CORRECTNESS: THOMAS J. ANSB CITY ATTORNEY � 4 RESOLUTION#2017-155 Exhibit "A" Legal Description PARCEL OF LAND BEING A PORTION OF SECTION 33, TOWNSHIP 50 SOUTH, RANGE 42 EAST, BROWARD COUNTY, FLORIDA; SAID PARCEL CONTAINING ALL OF OR PORTIONS OF THE FOLLOWING DESCRIBED PLATS AND ROAD RIGHT-OF-WAYS: ALL OF BLOCK 7 AND A PORTION OF BLOCK 8, TIGERTAIL GROVE RESUBDIVISION, RECORDED IN PLAT BOOK 30, PAGE 20; A PORTION OF TRACT "A", "RE-AMENDED PLAT OF HOLLYWOOD PALMS", RECORDED IN PLAT BOOK 36, PAGE 46; A PORTION OF TRACT "A", "THE GADDIS PLAT", RECORDED IN PLAT BOOK 112, PAGE 7; A PORTION OF PARCEL "A", DUKE & DUKE SUBDIVISION, RECORDED IN PLAT BOOK 124, PAGE 48; ALL OF PARCEL "A", DANIA OFFICE PARK, RECORDED IN PLAT BOOK 130, PAGE 29; ALL OF PARCEL "A", COMMERCE CENTER OF DANIA, RECORDED IN PLAT BOOK 135, PAGE 44; ALL OF PARCEL "A", SAN-MAR PLAT, RECORDED IN PLAT BOOK 142, PAGE 18; ALL OF PARCEL "A", "DANIA BEACH AIR & PORT COMMERCE CENTER", RECORDED IN PLAT BOOK 177, PAGES 81 THRU 83; A PORTION OF TIGERTAIL BOULEVARD (N.W. 1ST STREET) RIGHT-OF-WAY, LYING EAST OF THE WEST LINE OF THE SOUTHEAST ONE- QUARTER (S.E. 1/4) OF SAID SECTION 33 AND WEST OF THE WEST RIGHT-OF-WAY LINE OF BRYAN ROAD; A PORTION OF DANIA BEACH BOULEVARD RIGHT-OF- WAY, LYING EAST OF THE EAST RIGHT-OF-WAY LINE OF INTERSTATE 95 (STATE ROAD 9) AND WEST OF THE WEST RIGHT-OF-WAY LINE OF BRYAN ROAD; ALL OF THE ABOVE REFERENCED PLATS BEING RECORDED IN THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA; SAID PARCEL AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHEAST ONE-QUARTER (S.E. 1/4) OF SAID SECTION 33; THENCE N.01°41'47" W., ALONG THE WEST LINE OF SAID SOUTHEAST ONE- QUARTER (S.E. 1/4), A DISTANCE OF 668.72 FEET, TO THE MOST NORTHERLY SOUTHWEST CORNER OF SAID PARCEL "A", SAN-MAR PLAT AND THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL OF LAND; THENCE S.87032'08"W. ALONG THE SOUTH LINE OF PARCEL "A", DUKE & DUKE SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 124, PAGE 48 OF THE PUBLIC RECORDS OF BROWARD COUNTY FLORIDA, A DISTANCE OF 49.21 FEET; THENCE N.12026'03"E., A DISTANCE OF 201.54 FEET, TO A POINT ON THE EAST LINE OF PARCEL 'A", SAID DUKE & DUKE SUBDIVISION; THENCE N.01°41'47"W., ALONG SAID EAST LINE AND THE WEST LINE OF PARCEL "A", OF SAID SAN-MAR PLAT, A DISTANCE OF 231.30 FEET; 5 RESOLUTION#2017-155 THENCE S.88018'13"W., A DISTANCE OF 513.30 FEET, TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF INTERSTATE 95 (S.R. 9), SAID POINT ALSO BEING ON THE ARC OF A NON-TANGENT CURVE CONCAVE TO THE WEST, A RADIAL LINE OF SAID CURVE THROUGH SAID POINT HAVING A BEARING OF N.89043'55"E. (THE FOLLOWING TWO COURSES BEING COINCIDENT WITH THE EAST RIGHT OF WAY LINE OF SAID INTERSTATE 95 (S.R. 9); THENCE NORTHERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A CENTRAL ANGLE OF 04000'14" AND A RADIUS OF 5,929.65 FEET, FOR AN ARC DISTANCE OF 414.38 FEET, TO A POINT OF TANGENCY; THENCE N.04016'19"W., ALONG A LINE TANGENT TO THE LAST DESCRIBED CURVE, A DISTANCE OF 1,158.32 FEET, TO THE NORTHWEST CORNER OF SAID PARCEL "A", COMMERCE CENTER OF DANIA; THENCE N.87026'02"E., ALONG NORTH LINE OF SAID PARCEL "A" AND THE NORTH LINE OF THE SOUTHWEST ONE-QUARTER (S.W. 1/4) OF SAID SECTION 33, A DISTANCE OF 569.57 FEET, TO THE NORTHEAST CORNER OF THE SAID SOUTHWEST ONE-QUARTER (S.W. 1/4), SAID POINT ALSO BEING THE SOUTHWEST CORNER OF SAID TRACT"A", "RE-AMENDED PLAT OF HOLLYWOOD PALMS"; THENCE N.01°41'47"W., ALONG THE WEST LINE OF THE NORTHEAST ONE- QUARTER(N.E. 1/4) OF SAID SECTION 33 AND THE WEST LINE OF SAID TRACT "A", A DISTANCE OF 295.03 FEET, TO A POINT ON THE NORTH LINE OF THE SOUTH 295.00 FEET OF SAID TRACT "A"; THENCE N.87026'02"E., ALONG A LINE PARALLEL WITH THE SOUTH LINE OF SAID TRACT "A", A DISTANCE OF 1,324.07 FEET, TO A POINT ON THE EAST LINE OF SAID TRACT"A"; THENCE S.01°44'05"E., ALONG SAID EAST LINE, A DISTANCE OF 295.03 FEET, TO THE SOUTHEAST CORNER OF SAID TRACT"A"; THENCE S.87026'02"W., ALONG THE SOUTH LINE OF SAID TRACT "A", A DISTANCE OF 15.00 FEET, TO THE NORTHEAST CORNER OF SAID PARCEL "A", DANIA OFFICE PARK; THENCE S.01°29'36"E., ALONG A LINE 40 FEET WEST OF AND PARALLEL WITH THE EAST LINE OF THE WEST ONE-HALF (W. 1/2) OF THE SOUTHEAST ONE-QUARTER (S.E. 1/4), A DISTANCE OF 2,295.74 FEET; THENCE S.05020'43"W.,A DISTANCE OF 100.78 FEET; THENCE S.01°29'36"E., A DISTANCE OF 200.00 FEET, TO THE MOST NORTHERLY SOUTHEAST CORNER OF SAID PARCEL "A"; THENCE S.43002'17"W., A DISTANCE OF 42.08 FEET, TO THE MOST SOUTHERLY SOUTHEAST CORNER OF SAID PARCEL "A", (THE FOLLOWING THREE COURSES BEING COINCIDENT WITH THE SOUTH LINE OF SAID PARCEL"A"); 6 RESOLUTION#2017-155 THENCE S.87034'11"W., A DISTANCE OF 53.26 FEET; THENCE N.85035'15"W., A DISTANCE OF 100.72 FEET; THENCE S.87034'11"W., A DISTANCE OF 200.03 FEET, TO THE MOST SOUTHERLY SOUTHWEST CORNER OF SAID PARCEL "A", SAID POINT ALSO BEING A POINT ON THE EAST LINE OF SAID TRACT"A", "THE GADDIS PLAT"; THENCE S.01032'39"E., ALONG THE EAST LINE OF SAID TRACT "A", A DISTANCE OF 10.00 FEET, TO THE SOUTHEAST CORNER OF SAID TRACT"A"; THENCE S.87034'11"W., ALONG THE SOUTH LINE OF SAID TRACT "A", A DISTANCE OF 2.85 FEET (THE FOLLOWING THREE COURSE BEING COINCIDENT WITH THE NORTH RIGHT-OF-WAY LINE OF STIRLING ROAD (S.R. 848) AS DEDICATED BY OFFICIAL RECORD BOOK 22110, PAGE 521 OF SAID PUBIC RECORDS); THENCE N.78056'04"W.,A DISTANCE OF 51.42 FEET; THENCE S.87034'1I"W., A DISTANCE OF 217.00 FEET; THENCE S.02025'49"E., A DISTANCE OF 12.00 FEET, TO A POINT ON THE SOUTH LINE OF SAID TRACT"A"; THENCE S.87034'11"W., ALONG THE SOUTH LINE OF SAID TRACT "A", AND THE WESTERLY EXTENSION THEREOF, A DISTANCE OF 269.97 FEET; THENCE S.01°32'39"E., A DISTANCE OF 2.00 FEET, TO A POINT ON A LINE 53.00 FEET NORTH OF AND PARALLEL WITH THE SOUTH LINE OF THE SAID SOUTHEAST ONE- QUARTER(S.E.1/4); THENCE S.87034'11"W., ALONG SAID PARALLEL LINE A DISTANCE OF 30.14 FEET, TO A POINT ON THE SOUTHERLY EXTENSION OF THE EAST LINE OF PARCEL "A", "STIRLING ROAD PLAZA", RECORDED IN PLAT BOOK 178, PAGE 112, OF SAID PUBLIC RECORDS; THENCE N.01038'44"W., ALONG SAID SOUTHERLY EXTENSION, ALONG SAID EAST LINE AND ALONG THE EAST LINE OF PARCEL "A", HILTON GARDENS AT STIRLING ROAD, RECORDED IN PLAT BOOK 171, PAGE 14, OF SAID PUBLIC RECORDS, A DISTANCE OF 615.92 FEET, TO THE NORTHEAST CORNER OF SAID PARCEL"A"; THENCE S.87032'08"W., ALONG THE NORTH LINE OF SAID PARCEL "A", A DISTANCE OF 335.53 FEET; TO THE POINT OF BEGINNING; SAID LAND SITUATE WITHIN THE CITY OF DANIA BEACH, BROWARD COUNTY, FLORIDA, CONTAINING 102.03 ACRES, (4,444,235 SQUARE FEET), MORE OR LESS. 7 RESOLUTION#2017-155 Exhibit "B" Site Plan 8 RESOLUTION#2017-155 a SITE PLAN SUBMITTAL E FOR T DANIA POINTE - BUILDING P E LOCATEDIN s OJECT LOCATION ¢ Q kg a i BROWARD COUNTY + CITY OF DANIA BEACH, FLORIDA = °$3 SECTION 33, TOWNSHIP 50S, RANGE 42Ecu PROJECT TEAM --- F I ` Fo 1 .mn � snsal usl reds $- ncn w .xxn nl - ury 3 OWNERlDEVELOPER CIVIL ENGINEER 6T m,imiali: v�i, �F` 6 ARCHITECT LANDSCAPE ARCHITECT - L nr Fa;xrrn I . .a�cwosos+.as y ARx calimc _ R .i aFwS+WrvNLLv x'vo.9lu,Em WEsi run er.]u Rmr., ..� wovua..v.rr 2 30 E vMl]es]0.15er 1�,l nsmes nRE� (�v �iE I� B ENVIRONMENTAL CONSULTANT B SURVEYOR sW� D uF 1zic�.sa Barnx�vr vnwFeT w,F B.m 9t AL atT R9n0 'I $ iw�i�lx.�ms]vs GEOTECHN!CAL CONSULTANT E xBIxBBRxcaERxlca3 �' a E EIER xFM.�'a.B Mxmll A. • II I' .J .a.. wouwn renne PROJECT LOCATION ++ E LIST OF CONTACTS VICINITY F s x.r a. 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W M c , TW OF Ill RE SW n�(I MIT HIM MRDLCLI LBW,BIT r WI,-1W Nm1-,1 1- O-AKERHOF T Br E NENNi µDIRE ADDOF DE TREES SOUL BE MUSUPED PROM ME MEN ME USE ta COLLECTED S-1 15 IIRMT70 AS INDICATED BY THE WNER GR RMER'S HIRES,BA5KER5,Sic SWIM 01 RlnWE➢fRM M S:OES µ0 TR5 DE NllS,BM E OREgS gFREBDrt4,rvE.mlRTfHAKE MIFR iW M.; T R IR-OR�Ar�RO..S uF IUB1N 9PRD10 OF BRA'YIES MN M PW115 M THETA MRML REEMISSIMAIIV1,ME MORMM SIRS OF RNTBALLS SNaL B[IDYL t0 Tui OR ,p BORUP WALL BE PULLED PROM ONDFRINOW LEll�BNIWBTYI�t BE w uSCNpeucE MM TALE SPEpFIWiN9 M 1HN W51rLNL M EMIXT SWILL AY INCLUDE 1.RYEDI111 TFRm-GR ' HAMS WS ARE FfLVf51ED TO-1.A ND IsiNMIF TO[HAIR LARGER IN iR,WASH,NYaf ME-ED N ME RAM LIST MAY DE USFO II 111 ED Bi TIE - E NEM LARGER SNE R IFAGETEr-I IT-OP WE SAW£VMETT. 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Z REItlRa I+EOLAIKY IPRS TNF Srtf.NOTICE pE0UE5TFG IEPECTIM III IF YMmED M.MATERIALS LEST MIX I W 4'TO A[1EYVE SOIL MUTUAL U SPKRIED IN SKINT.'E.TI!CLOWN Y T.f W1 NSPFCTRN AID A(CENArCE Of MRK „; N HRMES BY Me CCMPMTW AT LUST ME(,)NEa P-TOµ_ED M,I. _ HATER ALL RAM5 AVER INSTALUTON rnSPICTW,AT 1.END R TM HARRµtt FaMD-L IF W PL W, W E9 NFCI-10 CWRETE THE HGRY ON WE D.WAx1 SHALL flmq[NFD Br B.IRIS ONRG AND BRA NO Swfi K'IBM LED BY ME CONTRACTOR N ACOWSANGC AN END ul Ot11F.R NL.-FLRK PWEUNNG 10 M5 CWIRACT. Ef�1S 1 r8'ELRE(Plamxe MRLRL PLANTING HK T:qL INK) WE CONTRACTOR putt E511MATFS NAVE MEN NDE CAREFNLY,BW ME Uw IS MiM M RMB To RBBLRE�StAB4IU µ0 nAw1aN MESS IN III UFRANM-IT- Al WAR 1M S-11 BE SLBJECT TO WE SAME WE(1)YEAR 1..� Im R EI AIL nMNRBER(PWRIW Nfpll!W PURL PITS)SNAIL WBG Q 1p Ofµ RW10A IXN:BE1MAiV I C= SUMS W WHIUTY FW WISERMS W ERRLF.s Wwty A M C(N�RAC1.AN fR DKIDE TO HONE ME WEE GLINTS µ0 BRAWN,ME �tEW A5 SPFCUND BY THE UN1hCAPE ARWIEfLi W MNUR IN Q e F rvxK My PM 5 Clfµ 5µ0. 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O.LIKE(W RYAr-11 FO.R u5E H•PRFMAI-1 nIKTURI ita MCKIRUNL PLANT FITS iMF GRADING MM HANG.IF-1 A T WK IN'W(TE-)LATIN Ol sPECInED MNLLN WUR WE wE L�IF[µND RAT-TWY CMDniW W ALL,SANION µD LARGER PLANT O MALL BE i""F.µD ON a YSRI NIW W4µ.DUA EJN BURNED FISH II NBI SONCIS: L.PU VASS.MB tlT ni WALL TONENI I Twa.-I cgADRS DE WAN• FRAME USA OF[uN SURLB EEO,GROUND(AVER.VINE BED,ATD TREE PIT LANTEO tuIERN. iA1111 Bi WE LANDSCAPE CWYRs<TI SHALL Bf HaMMILD Br K RONEA:I Y 1.a ,cur I-,BABtL uEFI+AND DMa LmfN.FIFE a I.M M N wT HAVE BEEN R0.GN e D OMEFs MRnw As sb..'N M N'aDER 1M5 tRrtReCT ME wIIRALTOR ION A W.-S,M M)u1EI rEM Carty O"Ar wE z Y WM :NEa NNIMI.s rD PWfi f�ASIETNN 4rt OWERIRt AND oll¢N IXfMxND4 W ref RaawGs YUu BE 1.RESPo.Sailm of ra CMrvMTW,UIRE:S TI EF TIME Of CIMNNATDN OF KCMNBBm BY M W+fRS IFPFIMHTAml. N NERBKIOI HEED LOYT-L ALL RAM REV+NNL ON 1111 FREE OF IERIINS HfEO:-1 I.SAID SAND.iW Ld N PREAµHG w11 nNMf SHALL Bf OXRSE,CLEAN,NBL-ORaNMG,NATNE Y.1.--1.-1 1.1 IRAOE ME LAML ND PLAOIN4 AREAS M NN.1M ARKH PNN t Ar:S[FIF HIMK I pnFCTED BY M bMER•RIR.D-w'SHILL.H µPUFI MW ME LIE µD SAIL-1 CONDII OF ALL OraR PALM MAIFDAI(NNLAAWS �WOMIN 10R vNLL-11.-IS OF SOL TE51S FOR EWE µND SEND O FpNL FMWa[RACE ALLmwG Fta MKµF59 a SDJ AMNW n.LW MEND CIf10.Ol BT RYIIFIFD Pp5?CRL TD ALL P 0 Aq[AS IN Srm MPWTWS PER Y�)NBTaL[0 BY M UNp9u,PF YgviRACYW SWu BF LUPRAMED BY M L IR W USE UNION MS(LRDRALI ION eA-BY 1M WxEq r�iuNFEKS PFEOurtKnS AW SRRA[ENATAMS Rpw ip ENNL NSPKTd,ipMwi ALL ruG cwrWctW STALL NNE cRAOE Br wwD AwAR"IN.0 rWlrcNi we Nos MM M MrR>ND n.INRR,a WE(1b1)wawq TEAR pmnxpG AT ME 1NE E -F11D TAN ufMARE 1 AT µ MP TNII.RATE ' I TREES SHALL BE FUDIID IN TIE IXISIENS WTI'SOIL ON SITE.NLES5 DETERMINED Oo BE NKFSSAR*INC1upW AC.w,WS IFALTW roM fRRrt-ODD LOWM iW IRUEPWiIG RfKA[1F1DEB BY M MAwPAANNR. 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Deb.Afw th au¢tl el tb�.Irvcl oro w b bwha r e Dae <Raliry al P51 fI red iI fa I •re wmk,llr cml.¢br.Mu r 1 6Wwl'ar,Fa�.,edk�),pprewl bll<4H F FrlpLim wmk wxh rot bu ll,.,II (5)ye¢>of melerl ¢lve•l¢M'b,and MblloLlorllerwsVu<llwsp udJCF lIt p.`�`ab Ila a ru xn t ecprbrce N MLdIM krbdbp,"w•tun•,Milo-b thx raglree Iw h4 woJe.l. MbILa` b Tde PVC XMNT9 Ce¢vxu ad mepWe with vIW rwrtr«to-w b aabte lb nark yaaM oa B.[w,wuaa ro vnrk hfye apreM ar mowbl IIaL ed b ,Llw me—I br Ib Laarcw. v.Waek,alelmd.Bkw,ur m pw.ln4. b a.Nk<l. W Fl`m.�,w,ed�4:'al l`�`i,e�w err«ram wlwnt w.le<e4�emereelm w S .Ir1•pe<Ibn al l ,TIv CW¢Im.lal�«aoNl II wIN dl•w m,dllkro,k,elm,rq C Berard D..wkN..ih<wdr¢w aWr b`lb rl.eM< od w.LairrE launpord rwnl•hd aa•,a,awN dml4.wra..awlr«t b .. �v«I¢.hen madkw.vl«m'<„l er alra Im1;,.tdldlm er I '°"'°prrr<v,-e�la., al rlo,k.,law..w r m.a. "`qp' P l Oe 5 rmeva,nelo—be dlF wtr«to-, „IW uw trst`d�Fro•`�per,el5 rbNll ¢llmv t a„Matm,. h emirate.eeyr,<wp utl rmtrd.nlw 3.05 TUREao[o eaiN¢eTpNs y „baaee b ao l yew ran o- a re Fklm•,a e.,:e wales» a, gY eyaA el llu�a o<camrodeb wktFp IMIIW,. b fo—cob mjwbrn I. 4amedlaelY open Iroldblw of mY qp,•r . _;N.sy elhr A. . d TNaAm PVC ca<ecLaw,bn be mah w ry Terlm lap mW. = F�8 aaawn m lw afEMl drauNlg«•r•W,AM Iro;mbE, h s.f iron belwem mdnlM qp 11ILvq.ed wLmwL4 m mmml carrel vdw•. 1 u j 6.Prd«Ibn H SIN PImt>od sib Cvalllar•Th eenV¢w,µbll�ae acMl lA le rleytr rdwb•«M1 ebyea m�t of awb yNla. Rewrdi eM�ew moda lm a dwlY wkN xFedvle W lNaaded lilWNa eb Mpk•. ^ p�$ remdn, sbvld danepsa w M,.+ed '. .pion�' bW,. All reed..hell ba roel wbJ«I tin elw-.+ul er N 3 i �v,`n.ariar»I�roilw,al M ewn.Ppmr. Any a��pum,e..o-wum,¢elelb.bva er z.De sotvEiur cenEur bb tblP uM picot,lrce,•N b m taf,m N're l lbw camplbl•ly rwlm<e b een—.Fdl•lw Iro m Lb recce wr lh Iawllm er al wM>qka•, IEMI A. I t and kna PVe �L�F x u. w «mf•W N w¢+r w,d id.b ¢ w r. ea,tr«m.arum... em b r4d.,tlel«<I,.m im we..emw N e Iy uma L N u,..Ll,e<mVrl<,we•.Ld, al,Praew w rm � bx w ,•,.m Plp ad nllb�w R ¢4 atl Preprlr,r >Fmllb<Ilebl.r¢ad•b11 leke lb renww,p "ab an wM bp,pewal wurce cam.clm u r w -baf.prMkler. '>vltm—.I�.`PP.-Jf.-I,-lppwket•wl`mL bs`ac�ledPlp Janl.rw y, ,,} a.`Im.o;wylwa wm wEad b m.,we b my.1 lb war•.yaprlr. 3.Tb.e a.��.b ales wrw e,„ak ye>er r.eL•,. TN Ladrmlar mew,Ie�r.,e Y6�� PM F S •a 4 ro __do�Y m Lb,rw4 o-ecrda,a ti lb wmk m B. cock„no lire Glary 3•o—Pawr N INwt elmk••Uad a I.e�m4tbE bdaxq,eyiprnenl,p �kN,,•le<rl.....I xwra aacaelw, hr dra ,, I w kbk d all ll •w wriw N>bll w keq`n a lerwb.. � �eldxa r by�h.pl delH-udr b•aec.d.Poe RE atrualve of aw (Mlueka`Whd IFr,`ildkal,dmew f.¢n d.,b<IM M t1,e D.,.rr'.gewe•mlwNe. be¢.pvey r bNE Mlm.b.'rq Mtol4d a Mq bum Mbuad br CmVrcl¢J e¢.ewA br kuLd44 al lm>el w. ,,a•arca, edma-e,v„r.cop ad wlw` ^ �Ih Cwxreelx,>ey M comb,¢rplgrc'lee,« M,da4,E lb ceurr Na,yak, < 4 wa L r `t Ii�a Ae I,w IlrI cowl be ggrwW br le,dvap PIPE ArnD wI-sLefVfs whlW lN¢y�eroalgwra m o11aW�, r.�Im M rant/«w et I> �le<I b.fav per R.nT RI frclwy LHCM1 wpI"�¢ • ewdlUm`� 5 d b LN wNbn of Ib Du«r v N.rep.wlaLw lne record drowbq k wfer.rallm rot Il ,. le ba Mlollyd, 8} p.e�,°L,Dwror:adlm m b cod,rael'"mYmm'°,,,a<'Ik�,x.ed. yep.Y m ye,ellY r.mrd.d,.weir«Im pY,n cow w.bpPw ml,l tb Papr �mw. L ranYaw,bit•Iw w rc pmrda fa de.wpc b aw wo-k.wend by 1 F•e•pallkalim. Wo-melbn b row,.rawrded ad wbmltletl I.Tb 4nlr¢w,roll F.bl1 Irrlpolm•Y.km pip me wire raaw,rmlwmlr.E b lb lelloWrp, S �p 3 Y wwmdlMt eu Yam d l c vk. He ebll ae m m en wm e b h>Y• wmd B la b d In lb IMI.Ib obwrw n N mwwa�lb ra, br>bl allures— AI'Wp,1eewe I. wwu d a mWmm 34'b and Ih ayd enl as"I bdh (ae eW.N w4q ael 1„�—1 dw>el pwunmt. 5 l ab>✓albn,m lk qp•a,a bredem, wr w tl wwmmL ell w el (eraPl¢J d rc ad«Ibl•rrcard droudrH a,�roM b.Mt«I. Wapn,mt o-wpllmra. •'woke W¢.u`bn I ba op tl by tN wep✓rnxen akr b•ubn.tlol b Puer b A •cores o ,w d W h fvlw✓u t. roep f mf ,WI by PVC pip ( 3 an V a dW vak v,dr lb leer c W dl Vr,ebll be eon•by Faa Is roI moral,, IWbE re •. D ab tl o-J¢4 od bae,Iml dp or pm CDf,pcl k•Ibnh17 ¢by apes m.lFina w law ro maeN,a d¢ro«tl�inopseN aq n•wl l Itmwla TN e¢M1r¢w aMl mwma a,d d.lwer b tb gmar,m g t k ¢d d roll b IL •pottl rem.,a,bLlw wiLhh lm(ID)cebMa dq•wkls. tbn or mvV«lb,,a ..All Irrbellm awtan uaea.MI by•Iwvad wvenAely l.om mole s bbrol IMa. d ld E., 1•, yab tle gp D Tt alkh.I< has cow bkam lF tN.. pera.bn b ileEa as macs by tb�,lr¢w w mad m.m, rb caxr¢tm lal b�Mldlw a lh minNlan a.wF.Po<x4a ry cod,Ike., 3 al.al rc•be eutubd e.ms�eo-gk,el.e,gtb.. I Inev le,E tb Wtrawk ddrvr vd bwWx 1e4v1 bi nvaro.,n«d.ylp..re iderel Iks me rw wl... F i K>3 F emlraar.wl be.,< w r .lka Lw tlee yi�mr<anvm Lr,...¢I In��`f2)ma de,e..(eeJ er k�maw¢ta.r'.mr.,m M(.). 1 W4n�mr maerer>.a°°"" ' lal m¢dw4 an qp s4 Im.a,e aegN ales b iS _ r mble IM.Klw,ro ew rot r L 44,pm,lel.vh.,�.a.lm, z.rala4a as pml.ah.l.m er¢y <xalPr.enl MNl4e,rw IN.emir«!. MleieLw er I k.yrum.r.lem. me4rbl ma R I Th�r1lrrclm.bu Ida w r yea %ea.,deb wmalk,E ma meinwa,<.Mtw.I4n m al met wpiPn L I,,.Iw.Navel<allrou.r 2 SPRIURLER u DS rran dan.k•. a lh<�L es.w.e«•lam`n�r,"I d�,awen'.faly b.¢.,lwkl.W realk°r`ertle ire .aawwe a,d r.<anmaam a<FeeaH dL<r mlwl4M,.r.t 4d. :�o � �H }# ypkw mrolumr et ro muaw L b lh a.b.- a.wna..wte Le ma y.da.Lb were meu,la,mm p.w.el with M4wume rer meter a a p e p i¢a.row.rleae.N areNR b lh wa.r,¢N.d.,loelw m>.wwaM al Ib w=I*.,,.rb.yNum abll m FIYm r¢b-Eras 4.laatkn. i) r¢o-alasrapcd tb O,acrbe N b la.b w yrwb dllllba`: d tb m•Jul Na LMa aarNe hp bran refixed. .WI ewL. m e fl<.d•yes L p • epsalb.,. Tb fu,l ,re IbMro) fa.m edNE alF aw e.mwtbn II,o e¢h 1 O5 b11 w Icaw4¢Ib d•ron'getW m plm)ywM bpcbemdY Iw be V'd t elrclrk'rrdl`rwva aW d<u RbL h b cot ale4m w.arcau+laM tc, �aad ERPI?NATIW M DRAHINes 41R4 aWLm. 1.vradrlx parla.MI wiow5dwieY ttiewF Ue Lbtef th wl by rm,ora W j lafal'ne"E`ticv,N4«w derppa, `h`II bid pi•ld'I�tba�lbv•Mi be`lwmbed d Lb cewr¢tsY A.Doe b Ile,cob d lh draulryr,Il k roL wlbls b Ndwob al sfMl> lllury•me yeses, elca{N•aded cop. 4 d n g..1v.Ml Mw',Lgd.lF .4 ctmet ad I d.bd b n wtliltwr elrectky dl al w¢4 ad qm M ara.�Ir.Iv,a•a,tq a«h efMt., kd•�w N II be r W4d<!m lFe of�. ktb�bll<awnt er a cook O J.Ae`ad Mp<llem.Tw col�imbnab,ebn wndr MW w:tn It wal gale row od nllkrp and aMwr m cow M.ayaed m.e w' ,�b I�eh. AI1O yW�` h rmele�m.enbiFb a`bw Z f r ath.n wbbl. mam¢ ¢pl` aa. r N um. rat peY dl Th dwa a d a a.matte a e Iroim We el N wax e w Mbn.d. T %I v ua`p w 4. mk. a"kk°'p`o °'.l.we I,w fa ao fw•vd xp,w.F mmriOm win Bane,e�`pn of h wor W�lNe Lwnr¢L. Ipon 3 IwLad N el! F�e 6l`hed>h Ib r•ql kep.<Um wrlll4atw ewlm,mllY •aHbelvra feaLu m0.k,aI M1 h MapM Ik4 between IrrIM Ml.ei, `lerlpb.�, z` b Lac Lvrr e d (cmllnuad...) d x.Th CmV«ten.roll km'm Na ucrk,I-I N Ib y w a ,-1 w rFbroml and W y M aI�dIl�aY lm t Nrodmukp,N roba o-d•blb,roll w rpnl•hed eb Mbll.d wblbr O A E n.m•'o-v ee,4lml wUNmlay In lie�acel,ew'r`aw.Y reaewnblir. D II ^,m n yl,pcilwllma. �-- r` L. M Cmlroclor N M obsmce ma dl dN.etlm•elan b Hen Th Cm4•ely•MI rot,raubnY N nbollm•»taco ea eFo,n m 1Fe arowkq•wlw It k Q i alai ba m bk,p,q m1111'a en wl lie Cml<¢le-. lies `bFtlrelrlw<L l ,«t ,,�y��wdirrawa,�trdbe�pw.leelrlere•,cea>bva4v ul.t /Nfl K• n.tac(w,erY tmeamp hcN(¢L w ,yldee krdra,al,b1 r« lull wllvltY b e w pvalanvd.ll,a emlrvcb abll er.m Ny wwawlbllLyl ter m l rnbn..¢ec Y. VLL r.yc�nark vef¢•.d M L IA Iaua<r'.nallvwe Rayrew,lellw abli oko Mw Y IFd mUl4altl I.ra M UaILy b rMe I4a cMu+m•Ib�ac drmd romaaary. E.Ir,�mkran Ile LOV•c MCM LN bier fm,labd�rlfce awdlfxa,.LmL.«b abl•I Arrepb,w fMl eu..dmm a Ile k d Iran Ih Pua u Liu ro dl b<mlN,m ` Q_ H. bal¢mry ewnp4nm d dl w¢k. .lrvdac•byblh Ledxepe Ar<F,l¢L ea/a�N ,�Ilr burn IYN dlllpndlY.aanrla e rgeonronrtn•vl�l m�«ep.••«Mlal y Du.v • f er,owa b<mV¢w d He respaelHllN le mew ¢ r re .,c¢reaUwe ed � Vw't�Cmlr¢b l I mrwnPlbw A',d eAJwb.cnb b elYrdn.b aW d•rkie,ekr whkn meY low w demw,vd, t ` g E At' k le.x I d F.Tb Cmlr¢tx•fell w r••p¢Wbla te.IWI and car,plek er dl Ir.:mlim awes. Tb D.Guamlw.A ua ehdl be E <m I¢e,.yeo-re.. ne lvdx.pe ArcNbcl,roll ba rolllbd e.ae^xa 1 d wNa,ls of m oddlimal<wl b lb defmt•N mebrla, gmml wo-braeWp b lb m ¢llm r ILb Ou.er.rtepdw,III �,¢ J U e jrequlrm,,MI w deA yenyLly d ry m.l b lb D,m.r ll` MW rarl,bn•b lie 4rbolbn eylan cowl be�ubnilled aM.mewrea In„Allen farm, W 1 f =th mr ehaye F Cm4¢L Lara.e maY medlflae,If mmaaay b eblain (n f Evxmrebll alb Lh r wpN�r dvrwpeQ wry T. at Ile y a rewllNp frwn Rk'G rot b upwd dOL`a!Ile tllareW. Q boka�mx .die«l o roll ba tlae P'm,It".aI1TFv10uanrca`�ilwbe aa.oped by dW. R.paw,If rea'Ned, r PART II PFpGLTs •rob lb vre d h p¢er,yewtle MI Emrlmke krmr,df�lw ma lmmkww dd4 cone r and I4mr nvrnba al rarxr¢w Ie G,ti b�•.Il�lay bl•vlae nuabvr. h tell w Z EI ylA � wed lb.n4f.rw lw r L r and Lb womb. 5rc Eftb 3 w mW•wgmlmt Lro plamlm Z = m •• rlda.da ma eaeP.'ml yen h.avibe b.Lb cml.rcw. w.,aubLka.abn b enm,.d albd _ z.lr,w Hn ten(w)dare dbr melliro of rurltr¢,roIM by lb cur,<n b tic ea+V¢w lb w wrltlm Al el IN rYLxaxope M<hlb<t. Tb Gdr«lo-.Ion l en td�> } ge.11ry r�bpde¢rcpmxrenl hwaalkq frame 4e¢M1 e�wa-rw,lyhlb V«w abll and e,ylprw,l pTro�b wL,t�•Ibllm,N ae 1.meww,—�-gored pw¢ilh Ib prepay a'J ky r` L den dllbuu b code L ane, mq make•«M1 I �N lb Irabndbn fe,M ! hn,Imyipva �2 {C r ptlre et lb fe,V¢lm'a lb urdI.,, p,evlded,aeuarer,toe... N A—, men or arerp.«Y where,in Mlaled`er rot w spaclfld,• I be r od lb f.•pr mderbb ud arymml n n _ _ Q Ei= lh Juagnml q D.uer, uawd mow,er ow aA—,ro r•Ixxrlwll r Mle ed by Lh Pwr/Ladrapa 4aMl«t. Tb Ca,Va{a abn remora oil tn` e Q e1 w mad•wilbw route rq rml b lac CmV«lar,`rro Cmlm<w bll per lie me! dm,omd rb derrclly.p Po as wry pmen(Irwn b fib. .eoa�w�a amtum�lw� Q o lh�ermr. a Z CAILN HOURS Q O Id BEFORE YOU DIG IrS THE IANI 6 f below. E j INAt elt ac.n txwwa av ""�" i L211 �m T.OR wviwrATlc cONTROI YAtVE 1- MSTALUTIDN OF PIPING 3.n cOnPLETIDN 11e•m4mempe revb uMeel Nry droll w m pvgflW m l p w,a mvmrd vaM- A. sw ad.khtsr T «t 1mb11-1-1 wdtl p«wlwrgr ten erduv b A f 4 l s PY bebw 40e F.Mbllglm•bY be F mwdvwe w:lh lismwdmlwul lnetr«liven. - •v.inkw leoda m roet«still OmF lb IMa T.I1 verb VALVES FI v •LM1•r.«i.m.mug.mqb. h:ie%a. rorpyNr w mse A A lbw ha Ne mawbelmar aHdl b uwd- All «ro Ire L IA, rot 1—lb mAF IMI frcm deed veil nit rya!w a mFlmsn a!rive miwlaa A.Carve Iwe ra 3/' NOaYn T-Irz`e�b11 be pl b a 6rwve w«lr«llm adld veal'IP f1�llYys ehollrbc`i-.seal'«ea and wllblrcd mE I«Irmba by ins pl«maud«tw..,�.�'! be tlr v full-pl'.-- III,4 sum,nm-rIeNY even wI4F w amrctky bale,ry a emlhmus re vww a vp 150 « sibllllx b a A-___wllM1 Lro d mmurudurcr fs m flea �•aa° 1 Psl. relcl lain W be rcmaeuyTe C4 still At—fill r«pme16111ty ru lb B.TUL Tb cm r«br dell wllry Lmdl<a«A-Ii-L end ptger bM Igld(43)rove F B.G we lv 1 loaf S lull 1mm b`b of lb valve,vrubbe.A-.1 lervv cent • 3,lFe mBALKFILLING IPRLOeDURES Mrmu of baVng, wmkky vewwa of 0P M. 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Pep- sp l Hale 9b1 be Mmlke m pwmi.PVe sd be..1 w:twb�d bed ITS THE Uwi N 6 rF d gads. spr a'+•k1v Nude pored odJ«•Fit b m will be F 9 rwn DIAL Btt �GII wb.�PunL t. S�{ lrsn lie edge d I sdjmml to p«emml Ferire <gb•till b Inebrled f14' 5L-212 - - PAVING I(0.UTANT OftIVF - _ -.X {4 A)��'� :�P,N.�gSE IIJ�/T�M1�0—I5II'.:�,} I�I•� .. .��r•Y�N� III�I�I�P _�_ i _• _ rµrtiuNts,SCHEDULE rt reLw3s0'7 MAMHUNE(SHEET LM4). _ �I__—_A — MATCH LINE YS ) ea a,o i ,I41 I M aoo a,+tprt rnxn, ./l-aw ", _� mvortrz r.wa _ae,u I REFERENCE NOTES SCHEDULE L302 �V,Q N'# 7 ^ BOW BF�IIARDMK— I�'�q. �:.• Bern w Mew L F O �' $ �; � .t.��/ 6 /', �• �� _ I - ® :. P.I.P Cos.�l.R.I.mlra w.11 e m,w �S�, e i aaiw � // rr aRortrttl �� PNOAR9E II ® Plmler Pol-9bk m en-„e � �� -TEL ® Plmlr PoL-GwVbv of 3 o rvi-,u o I'Ia MENT c ^ � I PHngE IIJ � ,T I•) i R � i� 3 WL,RK REw F I._ w U j U) I Y., I I1rygy4 I NN r� { s s I !n aLL� g W p Z w 0 w IN Q G +I I I�. GLL a1 NODRSe Q C � - - I I REFINE TW DIG 1 n�■ rw r.ti 4RAPWC SC/JE Ni iFfT� Ii3 THE IAWI P.J _ I ! I. II DW.Rii MWC,IInNoa.K EET xUaOER V cg L-302 � $m caNCaETe NORe_� p66FFNALT PAVEMENT-SAW CUT AT HEADER n WR[RE PAVERS W Hun WT s P AND TRROW aETE EDGER niu I• CLEAN TRANSIYIW t BUILDING ORo Vae, 2 B ONH TOP L-R`E OF A C ID PAVER. S�DEFRS BAH eING�YspF CRTN7uNLESS v,PC.LSEENOT£D " f LOUCaITE RliAlu PAVER CONCRETE 5 BE M. BE U p X C'H nlNtnuH. .FINISH Cgyrpp NFORCED,PER.SP 3 EDDE(6E[SPEc.BELOW) S[ONLRfEI I-E BE nM.D—-T P a5 OA LIGNi BROOM L IITS AT<'O<.,IXPANSION JTs AT fi'O.C. REMFORCED -' CONCRETE PAVERS W/Eu5 sub-INSTALL PER IMA Fs TUBER'S y • BTORnwnANDTEPRONC IwRIVEY £N 9YSTE IZ' ORl�OADT 1 n1D PfBESTaiANOiPPPLICATION OOT TANOARD SPECIFICwirON 1 4 1._DI.:ENSIGN JAR[5 .�, -RITE PA ERS NSTALL PER SCPPi AND NVFKTVRER 5 RAtm TICNT hnNTs�5WEEP NOR -TITI E 5AN a V' 1 Y LTTEEFos E CI E TO q SPECIFICATION FOR PEDESTRIAN AFPLICATICIN m 1 PAVERS ABUT HU LONG Oft Cu E PLANS f I SAND p nESIToN D5 cpnPACE NOTES ANUFAc rr :III_- • - EXPFINEANS E F S T OL YS T BAY., S a 1 �I NATION SE TUBER'S ( i� N ,�1gyE� PACT ( T ROCTOR) pP GTED sUBGPAD£(^5iS - 2-p DRAIN uOL LOCATE AT LOWECST ELEVATION POMTS IN PA E 5u ACE. STANDARD PROCTOR) FILL N THL HICLEO PEATURNVUP AND COMPACT. ER HOLE HIT'MIRAFI 5004 GBO{( I'SAND BETTING BED E OR EQUAL, AT CURB. k CONCRETE PAVERS BY BELawRO(305)S.-0002-FRANK GON 1. a BTTL[C-11WLINE 5'X P•X!d'(VEHICULAR) �� VL t COLORS TD BE SELECTED BY O 11,BEE PLAN FOR LOCATIONS. FINISH GRIN.R—BLAST PATTERN,RUNNING BOND O 'I .'R 3 CONCRETE PAVERS BT BELGARD('A5)522-DIED).-FRANK CONEALE2 STYLE ON p-nCDULINE G'X A'%2 I'(5 E L p KY 8 8 z i TO BE SELECTED BY CHNFR,SEE PL FOR LOCATIONS. FIN—"IND 1 S HIAST PATTERN,HERRINGBONE a g F.IXGR TO BE 5ELECTEO BY OWNEft—LINE SEE PIAN FOR LOCATIONS. FMISN SR B a BUOY BLAST PATTFRN.HERRINGBONE(ORIENT A5 SHORAN ON PLAN) cONTRK TOR TO FROVIDF sNO+pRAWINGs ANp-11 SAMPLES FOR OWNER'S REP APPROVAL PRX)R TO CON5TRUCTION. ss gg@�I o t 5C0. TO BE ELECTED B�LNENR,SEE PLAN FIR LeeArIOxS. WUMH GR1Np R sWr BLAST PATTERN.RUNNING BOND BPAER6 9ueLl BE SWEPT WITH TECHNSEAL P0.YMERIe sANp. /�/R� bk' �) (ANGLE5 PER PLAN) PRODUCT CATI ODLOR sMPLEs FOR APPROVAL PRIOR TO CONSTRUCTION. REFER TO CIVIL PLANS FOR GRADING. 3 S CONTRACTOR TO PROVIDE SNO+CRAWINGs AND COLOR EAMlI_S FOR OwNER'S REP APPRCNAL PRILR TO CONSTRUCTION. !i CW REFER i0 ICAI TECHNICAL SPECIFICATION NUMBER 2 SiRucil ON INTERLYH CCN6 CdCR¢TF PAVEMENT5 FOR INSTALLATION 91FC9 PAVERS SUALL BE SWEPT WIYN TECHNISEAL POLYMERIC 5AND {j S IT PRODUCT DAT,vC0.0R—111 FOR APPROVAL PRIOR TO CONSTRUCTON. Iy REFEa TO CIVIL PLANS FOR GRADING. YREFER TO ICPI TECHNICAL SPECIFICATION NUMBER 2 CONSTRUCTION OF INYERLCCKING CONCRETE PAVEMENTS'FOR INSTALLATION SPECS, CONCRETE PEDESTRIAN �^ �nCONCRETE PAVERS — ROADWAY � e gRSa 4 Wa,,I ITAA`.AE`°°SOESRD.TAMIEExRLDERNCROEiEEYE En.AS uEC RTO BE ELECTED By UHNER,F CONTRACTOR TO SUBFIIT PROO.CT DATA OHNER'�REPRESENTATIVE APPROVAL. S �NR CEENT. GRAY INSTALL PATTERN AND COLOR P OF'IE.p SPECIFICATIONS RAWBSI ✓TAHICK,A DESIGN AND PEINFORONG PER SPECS } V LAeI!SAN. * 0.oF ITC.L u5T LI TESTONE Nss€roN vARI s CONCRETE ILI—.OR J ApnOTURE• O BE 5ELECTEB BY CFINER FROT RCAF PEa i nANUFACTUREER'S FULL RANGE. ROApwq CHRIMIX —UtTURE BY SCOFIELD SYSTEMS(OR AS SELECTED By Y PlAN9A i DINNER) _ .r L Y DECORA a55wALK rRFATnENTB. Q 0 3 LUft `1TEGRAL COLOR PER MANUFACTURER'S SFECFCATON ( "�- BONDED CST Av LICATIONN COLONED TOVTHE ASPN i w l <USHED LIMESTOIE OMyPOVNp COLOR TO MATCH NTEGRALLY COLORED CONCRETE. )I T -'' � FS ARE REST BONDED CUR NG COMPOUND IS L TLIDOUROTE COLORHA%BY SCO ELD Ys Ens, - COMPACTED SUBGRACE F. ER�MNUFACTURERs SPECIFICATION.AL ❑ COLOR HATCHED TO INTEGRAL COLOR e, (A5i STANDARD COLOR TO BE SELECTED BY OWNER A PRE-JOB CONFERENCES 15 RECO SIDED BETWEEN OWNER, '- aON JOINT BO CONTROL PROCTOR) w ENGMEEa LA D5CAP[ RCHI E<T,READY-MIX aEPRES:lNTATIV¢, JTNT 5'O.0 MAX PATTERN,ORIENT A5 s1bWN ON PLANS ONTRACTOa TO rROVIDE e'%n' Ri!@ ANp NUFA�URER'S REPRESENTATIVE TO DIYUSE PROJECT 2 S,AnRRLF FOR OWNER 5 MIT PRODUCT COLOR SAMPLE A Q ^i 2 ALL LKA AND RNIEw SUBMITTALS, pETFFSENTAT11C APPROVAL. PATTERN RROPOsAL FOR OWNER5 U CONCRETE MUST B BATCHED FROM THE 9AnE LOCATION THIS SHEET M D TAIL 9UB 5EPRESENiATIVE APPROVAL AND COLOR i CIO UP MUST BE APPROVED BY OWNER D OWNER'S ELECT tm' PRBLAST FIV¢,SNOW COLOR STAIN L-ALLIN10 BE n I APPROVED T LL SUHNBRB T IE5 A ND i ER'S REPRESENTATIVE PAT A ONST MUTU N.noCKOP p PATTERN. Q L«EEDONu D of OFF-SITE,AT LOCATION U T PON BY E CCNTRACTCR AND CVMER.A cROSSwALK T 2 3 acR L CRDsswALK rRnNSinoNrt NNING BDNp N.PRECTUT CORS MUST BE TAKEN IN HOT WEATHER TO PPREVENT INTERSECTION- 1 uGOJAL GRID(OaI¢NT AS PLASTIC RA AG RESULTING FROt IXCE55IV[LT RAPID DRYING AT SHOWN oN P Ns)2 B - E SURFACF A5 DFSC.RIBfB IN CIP5 P C aRRINKAGE NC.' K PUBLISHED BY THE NATIONAL READY MIXED CONCRETE A55OCIATIDN. W GR P w J y 1 A 5AM LFAE IOFIO'MOCKUP PANELS HILL BE USED TO ESTABLISH A NNI5R Q CH C0.0R AND PATTERN. = EQ €i F #€ Fo v T a z W a A= (DECORATIVE CROSSWALK — STAMPED CONCRETE (BASE BID) STAMPED ASPHALT — ALTERNATIVE g Z i V SECTION NDT TO SCALE ECTION 1AOi TO SCALE O O ${ T 3 gt1{ EL-310R E PINroH. PER!i AECorr�ENw.TRXIs o NHIT AGGREGATE HT S.WOBIAST FINISH R n ( nEpIAT AGGREGPTE�nEDNM SANDBLAST FIN15H - nAILFKTURER.DASSO XTR LE„ENT. GR. irw .E. BLABS.A'-CI„DESGN AND REINFORUNG PER SPECB AGGrtFl.�T[LLY AVAILABLEi N ST.EWD SDK R BLACK 4RANITE C0.gt•TO BE SELECTED BY OHNER,SEE PLAN LOCATIONS F COLD�P+IXI—.TURE3BY—I..S STE-f-AS SE—EO BY EMR_R) I'IW6 Z A S A j (1-EW..BSO_gq-) FINISH. TO BE SELECTED BY—1 FRO-neNUFKruAEA'9 FULL RANGf OETNf¢N FmFNGs a PER tuNUFACTURE%'B SPECI—ION.5T nIX INTEGRAL fOLOR NOTE PROJCCT PER nAMIFKTURFR'5 SPECIFICATION. Z —1-COnPgIND.C0.OR TO MATLu INIEGRAILI LOLONED LONCRLTE. DE CONSTRIPEE_TO BE PERMITTED AND ENGINEERED BT CONTRACTOR S } CURING COFPTIND OroCLMESC0.0RWAft BY'sCVFIELD 9Tlten4, Ub THESE DEBWN INTENT OFAHING6 AS 6UIDANLE. COLOR IUT_T -SI LATE E Lx 1 w Ynlr __ t I -JOB CONFERENCE If REcg91 ACED B[iNEEN CMIFDR,ENGINEER, wINFCT.oN DA PLANO%APE ARCu ITT R DT-nIX REPRRSENTATIVE,AN nEnBERs Lt4 _S RK EN ERB 1 REP4 SSENiATIVE TO DISCUSS PROJECT APPLICATION ] ALL CONCR¢T¢MUST BE BATCHED FROFI iNE 9AME LOCATION vwH I' I I III II I..'I I I N NtvftE.9ENT0.A KUE nVlT DE APPPOVED 9YTO,uNB OR WNPRI va RZ"I; SNOW NG SPCWE — ED Yn_UENLAST STALL XE P IFOGm, I I -I f ` FINISH•AND COLOR STAIN ALL TO BE APPRM ,b BY OHNER'SBILY REPREETENTATIVAE PRIOR TO COMbTRLCiION P LOCATION TO BE aMNx! / I ,' x� L OFP T LOCATION PUTUALLY AGREED-UPON BY THE 14'''T4 (Nuu�FlK• AS 9HOIVI // r - j CONTRKiOR AND ONNER (R) /1 y f% ` /� Li O • ' [RACK r oEIS UIIT BE E TAKEN N HOT—I.ER TO PREVENT FWTC NFADE ) / 'I iI c NG RES ROM IX ESEVELY RAPD DRYING AT SURFACE A9 DESCRIBED IN CIP 5'FLAST C SHRINKAGE ClPUFL BRED BY TILE I L I t E NATIONAL READY MIXED COtCRETE ASSOCIATON, '_ : II_ g? eAveRNa.au I IIIL ITII II I-1) ILL III II IIII�1-11� Q-�]I I, DETER111 E I CONTRKTOA TO LAYOUT PATTERN FOR OHNERS RfPREBENTATrvE Ill-= I lll �l. II_- 5 APPROVAL PANEL rO—ClLPeRATONs TROHELED CONTR0. I L.., I I —III -III -_III 1 J�_I I l= I GALNAHEED PDST B.lE // %/�/ z NT BETHEEN PANELS PER PLAN DRAHINGs. / 'i III- 1 TI- i II I -II IIf--� III Il III- 2. KIIGOR BA Dl 1—n BE A<«PLIBHED HI CUT THEE III IIf I- 11( OR OT LEER METHODS NECESSARY TO PRw A CLUN, I11= III=-- I I I -III-� I —III- I IIf '- III- -;I1- t ®O TO ES TO THE PATTERN.SAnPLE 4q nOCKUP PANEL HILL BE 4 TABIJSIL AN ACCEPTABLe SANDBLAST EDGE / a 5 Yb a NELrDR Ar EDGER FIN EN'.ND L—lw .1 I _ g DECORATIVE CONCRETE BAMBOO DECKING BASE BID \' ' e e ry S A bE r NOT su To Le B bELTwN I_I_D 6 �m 2 g"O' I ptI ! RN ME.� a 4"II FOUNDRY ~ MANUFACTURER R .WOE W 04f 1'k NUFKTURER CET!ON[RIDG[ Q�•I { r MNIUFKTURE ERGON a, E1A (JRA)X�G-I113SPFI�t� ' E® RdEF1® EgDF.L• R-BNt IS STEELX 4,5' ABLE BOLLARD W R.(315)DSii�X.M nOO¢L FVEFRTT(CUbTQ'1) SIZE. STMNLEBS STEEL.S DIA STA f III. jl —1L. SnEIR i aA EIR SUM LENGTH s NOTES. 115TILL FIUTR NUFACTURER'S SPECI ypEUT 36'%9 COLOR, _NU ACTURER'S FULL RANGE , Q GUF X y COLOR. 4E 19 'S' SBLIPROT¢O SI NOTES. NBTKL PER nwNUFA<TURER'S `, t Q I,—, PEC F CAT ONS I I NOIES 6PEC4TroN9 INSTALL PER MAWIFKTURER'S BURFKE I� TO CONCRETE PaD ® i ® r pCI IT 51 I NLESS STEEL EXPANSON !_ Q J FI¢OjET— nCERANIC TILE (ALTERNATE) �BENCII �1RETRAGTABLE BOLLARD Q z R V SECTION NDT TO SCALE V S l L!wN SCALE z ELT. Q o ga L R 311 �m I UFAC ER STONE RIDGE iel.sta,e.ldpmeelp,w<wn R o (]4)P0q-IE13 !IODEL READMG READ-.-WITH[LET-...TO BE L FRWIDED BY OWNER, ry dI s¢E. LENenI.ae^ TXA15 31¢• 5 To BE.ss�• -If —_. —111CTURER,TRE% T COLOR _UFACE UECTED Br OWNER FRg1 i i RER's FULL R NGE trRK.cam E L PER ITO. (T%AIE�]-TRE% NOTEE� FeANUF4CTVRFR'S DEL, -c8 sPECIFCATIONS 52E OVERALL NEIGHT.�t�RFA5 TO 3p�• PADw[RALL wDTu,11 TAMLESs sl EEL [LLL h SION - - Z�. YEERALL D¢PTM, ERE, IG.eoLTS }III. 16- SEAT ERE, 4i RE9W2 I OPLOR. aLAc% ` N-2Y-1 222 } N_. 3314, 0 %a a a TRASH AND RECYCLE RECEPTACLE ADIRONDACK CHAIR igp+y3y D EMT. NOT TO SCALE F K 0 jcu E F nANUFALTVRE ICM)3s [E�IDGF dReEea��ran MM • 9PUEL, -E DIAn¢IRS AND TABLE) /F n TABACTURER Dn.._. L BE-LE.rtD Br I RE,O0.pt IMNUFKTURER's FULL RAW (]I4)GTI-OESs TDLDR � s �E .-. NOTE:. INPTALL PER MANUFACTURER'S B EEIFICATIDNB �.r 1 &DINING TABLE AND/OR CHAIRS LOUNGE FURNITURE SET Q ✓i y l LJ N�E E StcTION NOT TO MALE w 8 ` ❑ kw W n- U) 7+ ❑ MANI F—URER.%ETETONE RIDGE .mn 1 nODEt wESTCN WE>-CHR O a-F ID EInNUFAC — Loco TWP Rw ED nRER.hnb B C) G� �rl"rI OWNER (]I<)G 4-OGss U) J S E, CHAIR HEIGHT.41 Q J { COldx. TO aF stLECTED BY OWNER 51ZE _ cc FROH MANUFACTVRER'E FULL d K e RANGE COLOR. W o e�- Y rtlR�l NOTEE. INSTALL PER—NUFACTURER'S Z p j SPECIFICATIONS < p a J Q Q — @VALET BAR PEIGNT STOOL D � /��SNIONS ao f EcilOx NOT TO SCALE O s1 N LT � $m R' F 1 Y anu4 ttn. 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