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Home My WebLink AboutR-2020-008 City Approving the Site Plan (SP-145-19), Variances (VA-157-19, VA-158-19, VA-159-19, VA-160-19, VA-161-19, and VA-175-19) & Design Variations (OT-172-19, OT-173-19, & OT-174-19) RESOLUTION NO. 2020-008 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF DANIA BEACH, FLORIDA, APPROVING THE SITE PLAN (SP-145-19), VARIANCES (VA-157-19, VA-158-19, VA-159-19, VA-160-19, VA-161-19, and VA-175-19,) AND DESIGN VARIATIONS (OT-172-19, OT-173-19, & OT- 174-19) SUBMITTED BY LEIGH ROBINSON KERR & ASSOCIATES, INC., ON BEHALF OF COMERLAT HOSPITALITY 1, LLC FOR PROPERTY LOCATED AT 321 N. FEDERAL HIGHWAY 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, entitled "Land Development Code" (the "LDC"), of Part 6, entitled "Development Review Procedures and Requirements," Article 635, entitled "Site Plans," states that Site Plan approval is required as a condition to the issuance of a building permit; and WHEREAS, Leigh Robinson Kerr & Associates, Inc., on behalf of Comerlat Hospitality 1, LLC (the "Applicant") is requesting approval of a Site Plan (SP-145-19) to permit the development of a hotel for property located at 321 N. Federal Highway in the City of Dania Beach, Florida(the "City") 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, Chapter 28, Part 6 of the LDC, Article 625 "Variances," Section 625-40 states that the City Commission may grant a variance based on its determination that the petitioner has demonstrated that the necessary criteria identified in the LDC have been satisfied; and WHEREAS, the Applicant is requesting a Variance (VA-157-19) to provide a minimum access width dimension of twenty (20) feet, where LDC Section 265-150(E) requires twenty-five (25) feet; and WHEREAS, the Applicant is requesting a Variance (VA-158-19) to provide clearance between parking space and wall less than two and one-half(2.5) feet, where LDC Section 265- 140 requires a minimum two and one-half(2.5) feet; and WHEREAS, the Applicant is requesting a Variance (VA-159-19) to provide more than ten (10) percent of required parking as valet, where LDC Section 265-120 only allows up to ten (10)percent of required parking to be provided as valet; and WHEREAS, the Applicant is requesting a Variance (VA-160-19) to provide a western perimeter landscape buffer of zero (0) feet, where LDC Section 275-90 requires a minimum five (5) foot landscape buffer; and WHEREAS, the Applicant is requesting a Variance (VA-161-19) to provide wall signs on the north and south sides of the hotel and to provide for the north sign to be eighty-nine (89) square feet, where LDC Section 505-90(V) requires signs to be located on the frontage (east) and north wall signs to be a maximum fifty-six (56) square feet; and WHEREAS, the Applicant is requesting a Variance (VA-175-19) in order not to provide street trees and streetscape elements, where Section 307-20 requires street trees and streetscape elements to be installed; and WHEREAS, Chapter 28, Part 3, entitled, "Special Zoning Districts," of Subpart 1, entitled, "Community Redevelopment Area ("CRA") Form-Based Zoning District" of Article 301, entitled, "Legal and Administrative Provisions" of Section 301-50, entitled, "Variations In Design; Procedures For Review Of Design Variations," provides that the City Commission is authorized to approve design variations within certain districts, if they are consistent with the intent of that section in lieu of the variance process provided for in Article 625, entitled, "Variances,"of the LDC; and WHEREAS, the Applicant is requesting a Design Variation (OT-172-19) to provide an awning projecting five feet (5') and extending approximately fifty-seven linear feet (56' 10"), where LDC Section 311-209(E) requires an awning to project seven feet (7') and extend approximately one hundred, twenty feet (120') or eighty percent (80%) of the building frontage; and WHEREAS, the Applicant is requesting a Design Variation (OT-173-19) to allow no cornice, ornamentations, changes of material or color and other sculpting of architectural surfaces, no pitched roof overhang, and to allow a solid wall approximately forty-seven feet (47'3") in length, where LDC Section 525-30(C, D, & G) requires architectural ornamentations, pitched roofs and solid walls no more than twenty linear feet(20'); and WHEREAS, the Applicant is requesting a Design Variation (OT-174-19) to provide a solid wall on the north building elevation with zero percent (0%) window area, where Section 510-30 (D & H) requires a minimum of fifteen percent(15%) ; and 2 RESOLUTION#2020-008 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-145-19), Variances (VA-157-19, VA-158-19, VA-159-19, VA-160-19, VA-161-19, and VA-175-19), and Design Variations (OT-172-19, OT-173-19, & OT-174-19) 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 "Land Development Code," Part 6 "Development Review Procedures and Requirements," Article 635 "Site Plan," the following Site Plan (SP-145-19), attached as Exhibit "B," which is made a part of and incorporated into this Resolution by reference is approved. Section 3. Pursuant to Chapter 28 "Land Development Code," Part 6 "Development Review Procedures and Requirements," Article 625 "Variances," the following Variance applications (VA-157-19, VA-158-19, VA-159-19, VA-160-19, VA-161-19, and VA-175-19) are approved consistent with the attached Site plan provided in Exhibit`B." Section 4. Pursuant to Part 3, entitled, "Special Zoning Districts," of Subpart 1, entitled, "Community Redevelopment Area ("CRA") Form-Based Zoning District" of Article 301, entitled, "Legal and Administrative Provisions" of Section 301-50, entitled, "Variations In Design; Procedures For Review Of Design Variations" the application for Design Variations (OT-172-19, OT-173-19, and OT-174-19) is approved consistent with the attached Site Plan provided in Exhibit`B." Section 5. That the approvals granted by this Resolution are subject to the Applicant's compliance with the following conditions: 1. A Traffic Impact Study was provided. Traffic Statement estimate — Trip Generation Rate(s) Report - gross peak hour trip, based on the latest ITE Manual (loth edition or latest only). The Traffic Impact Study shall be prepared using the roadway level of service standards and trip generation rates. A traffic study shall be prepared in accordance with methods outlined in Transportation Impact Analysis for Site Development, latest editions of the following: An ITE Recommended Practice (RP-020D) published by the 3 RESOLUTION#2020-008 Institute of Transportation Engineers, 2010; the 2014 FDOT Transportation Site Impact Handbook; 2013 FDOT Quality/Level of Service Handbook; the 2014 Broward County Comprehensive Plan — Transportation Element; the City of Dania Beach Land Development Code and other related published literatures. Also, provide an analysis and conclusion that this development will not deteriorate the level of service on adjacent roads; if that's the case otherwise provide mitigation measures. It must be approved by the Deputy Director/City Engineer of the Public Works Department. Please provide copy of proof from PWD of its approval (Engineering). 2. Show in Site plan dimensions matching survey along property lines. A sight distance at intersections is pending to be shown distances based on speed and number of lanes within distances as per FDOT IDEX No. 546 Tables, also at driveway show sight triangle of 25'on ROW line. FDOT Index 546 was not found in Civil Drawings showing minimum distances as per as speed of the road within Passenger Vehicle/SU/Vehicle/Combination Vehicle tables e.g. Number of lanes, Divided /Undivided and ways. Flared, etc. (Engineering) 3. Show dimensions of sidewalks, swales, pavement improvements and other areas along the property on the ROW. Pending to be provided FDOT Permit prior to issuance of Building Permit. (Engineering) 4. The 1.5 multiplier required by Sec. 825-100(A)(5) was removed from the invasive species canopy mitigation correctly, however, it was also removed from the canopy mitigation of non-invasive species such as the live oak and the gumbo limbo. Add the required 1.5 multiplier to the non-invasive species. (Landscape) 5. Comment not addressed: On sheet L-2, provide the canopy (in SF) for every existing tree on site. Add an additional column for canopy(SF)to be removed. (Landscape) 6. Comment not addressed: The proposed plan does not appear to satisfy Sec. 307 streetscape requirements. Street trees are required per Sec. 307-20 and the Community Redevelopment Plan referenced therein. Provide a variance for this code section if it cannot be obtained on-site. (Landscape) 7. The tree replacement price for the Category II invasive palms must include the 2.7 installation multiplier. The total mitigation for the Category lI invasive species should be $15,795.00 ($5,850.00 x 2.7). (Landscape) 8. Repeat comment: The note was not added to the plan. Provide a note that root barrier will be installed for any tree or palm planted within 10 feet of any sidewalk, hardscape, or parking area per Sec. 275-190(0). (Landscape) 9. There is no VUA buffer provided on the western perimeter of the site. A VUA perimeter landscape buffer is required per Sec. 275-90(C) and shall be a minimum of 5 feet wide with 1 tree every 40 linear feet and a continuous hedge. Provide a variance for this code section. (Landscape) 4 RESOLUTION#2020-008 10. Four CSG10 (Orange Geiger) trees are proposed on the north property line, however, these trees are no included on the Master Plant List on sheet L-3. Clarify what species these trees are. (Landscape) 11. APPLICATION: Payment missing for 1 Variance and 3 Design Variations (Zoning) 12. Must submit application, application fee, justification statement based on criteria identified in the LDC, and any other documentation necessary for all Variances, Special Exceptions, Waivers, Design Variations, etc needed for the project at time of Site Plan Submittal. Failure to do so will result in delay of the project. 2nd time requested. (Zoning) 13. Per Section 505-90(V) No sign is permitted on the south or north elevation. Remove or request a variance. A variance request requires submittal of an application, an application fee of $2,000 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. VARIANCE—VA-161-19 (Zoning) 14. Per Section 505-90(C) must identify cumulative sign area and deduct proposed s.£ of each proposed sign. Identify if tabular form. Revise Cumulative Sign Area table to identify maximum permitted. (Zoning) 15. The proximity to the airport will be required FAA/BCAD review and approval. Contact William Castillo, Airport Planner with Broward County Aviation Department, located at 2200 SW 45 Street, Suite 101, Dania Beach, FL 33315, (954) 359-6100. 2nd time requested. (Zoning) 16. PARKING: Applicant is proposing: (Zoning) a. Alternative Park Standard=reducing to 72 parking spaces required. b. Transportation Demand Management (TDM) Strategies = less 10% = 65 parking spaces required c. Per Section 265-91(C), to utilize the TDM parking reduction the applicant "shall provide details of the TDM strategies which are being proposed along with the respective parking reduction for each strategy." The information shall detail: i. Cost ii. Schedule iii. Monitoring plan iv. Identify a TDM coordinate who will be responsible for the TDM program; v. Other specifics of the respective strategy, as requested by the City. d. Identify on site plan location of"priority employee parking' on site plan. e. Payment in Lieu= $45,500 (7 X 6,500) 17. Per Section 265-150(E) minimum access width dimension at street for 2-way movement is 25'. Revise accordingly. VARIANCE — VA-157-19 payment of$2,000 due with next submittal. (Zoning) 5 RESOLUTION#2020-008 18. Per Section 265-120 Maximum of 10% (8.4 spaces) of required parking can be valet; 11 valet spaces are proposed. VARIANCE VA-159-19 (Zoning) 19. Per Section 265-14(C) "The clearance between a parking space and wall or other solid obstruction shall be a minimum of 2.5"'. Parking spaces #49, 54, & 56 do not meet code. Revise accordingly. VARIANCE—VA-158-19 (Zoning) 20. HEIGHT: Per Figure 303-10, 4-stories permitted by right. The applicant is proposing Sustainable Building Practices incentive to earn the additional 2-stories. Must meet all of the requirements of Section 305-50 prior to issuance of a building permit. (Zoning) 21. RAC TRAFFIC IMPACT MITIGATION: Provide an analysis, signed and sealed by a certified engineer, identifying the amount of CRA mitigation for traffic impact due based on resolution No. 2014-049 which established a rate of$21.26 per p.m. peak hour trip. Per The Traffic Impact Statement prepared by Pillar Consultants, Inc. dated 9-25-19 the PM peak # of trips is 53, therefore the applicant must pay $1,126.79 (53 X $21.26) prior to issuance of a building permit. (Zoning) 22. Must provide latest revised set of plans on disk prior to going to public hearing. (Zoning) 23. For the purpose of evaluating flood and roadway conditions and mitigation related to the future development project, all topographic information will include LIDAR spot elevations within 150' of the subject property boundaries. (Zoning) 24. The applicant is encouraged to contact neighbors adjacent to, as well as condominiums and neighborhood associations to advise of this property. Please provide acknowledgement and/or documentation of any public outreach as a separate document to be added to the file. (Zoning) 25. 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. (Zoning) 26. Applicant must obtain statement from the City Engineer, stating that adequate water supply exists for this project prior to issuance of a building permit. (Zoning) 27. Per 0-2017-022, for properties over an acre in size, the applicant must obtain and post property signs in accordance with the NEW City requirements. Please see the end of this document for guidelines. (Zoning) 28. Per 0-2017-027 & 0-2018-019, commercial properties under construction are required to provide security to fencing with screening showing project rendering covering at least 75% of the length of the fence along an arterial or state right-of-way & 25% for local roads and must include name and intended use of the project, project rendering, project website address, and owner or agent, the telephone number for the owner or agent, and the name and an emergency contact telephone number of the general contractor. Use of 6 RESOLUTION#2020-008 City logo/seal requires City Commission approval. Provide screen detail with next submittal. 2nd time requested. (Zoning) 29. Per Section 290-40, identify dimension of dumpster enclosure, minimum is 10' X 10'; 10' X 9"'provided. Revise accordingly. 2nd time requested. (Zoning) 30. Building footprint (6,785) + pervious surface area (5,420) + impervious surface area (21,900) = total site area of 34,094 (34,105). Clarify numbers provided in the Site Development Data table. 2nd time requested. (Zoning) Section 6. That such application must be reviewed by Broward County Aviation Department. The point of contact is William Castillo, Airport Planner located at 220 S.W. 45 Street, Suite 101, Dania Beach, Florida, 33312, (954) 359-6100. Section 7. That pursuant to LDC Section 635-100 "Expiration of Site Plans," Section 625-50 "Expiration of Variances," the Site Plan (SP-145-19), Variances (VA-157-19, VA-158- 19, VA-159-19, VA-160-19, VA-161-19, and VA-175-19), and Design Variations (OT-172-19, OT-173-19, and OT-174-19) approvals shall automatically expire and become null and void unless the Applicant commences with construction of the improvements shown on the Site Plan, within eighteen (18)months from the date of this Resolution. Section 8. That the issuance of a development order 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 development order 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 9. That all resolutions or parts of resolutions in conflict with this Resolution are repealed to the extent of such conflict. Section 10. That this Resolution shall be in force and take effect immediately upon its passage and adoption. 7 RESOLUTION#2020-008 PASSED AND ADOPTED on January 14, 2020. ATTEST: BF,4c THOMAS SCHNEIDER, CMC ORI LEWELLEN CITY CLERK �J�. ,yoP MAYOR '4etIs APPROVED AS O RM AND CORRECTNESS: THOMAS J. ANSBRO CITY ATTORNEY 8 RESOLUTION#2020-008 EXHIBIT A LEGAL DESCRIPTION LOTS 5, 6, 7 AND 8, BLOCK G, HANSON-NELSON SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 3, PAGE 76, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA LESS: THE EASTERLY 8.00 FEET THEREOF, ACCORDING TO FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP PROJECT 5363, SECTION 86010-2103, AT PAGE 3 OF 3. SAID LANDS SITUATE, LYING, AND BEING IN THE CITY OF DANIA BEACH, BROWARD COUNTY, FLORIDA, CONTAINING 33,992.00 SQUARE FEET (0.78 ACRES) MORE OR LESS. 9 RESOLUTION#2020-008 EXHIBIT B SITE PLAN 10 RESOLUTION#2020-008 PROJECT DESIGN TEAM a id- ARCHITECTS ADACHE GROUP ARCHITECTS . AN IHG"HOTEL imnN Rve+w.�armnr � ldmeti"•Fwclpwlr�unm !"" DRC RESUBMITTABE 11-08-19 FL.321 N.FEDERAL HIGHWAY,DMA BEACH Fl_370D0 OWNER COMERLAT HOSPITALITY 1,LLCF. vAe�11n1�ebwR��aatm E CMLT.=.o9an.i�.� PILLAR CONNSULTANTS azias�xrvO rvga 1 +w M Eawl.l�.��doswneurwmn �' s• PILLAR °t r suN CONSULTANTS s2wWlemma ` ? �• rar �' ��- ��u�Il i� v. PHOTOMETRICS PILLARNCONSULTAWS �y! ort cn.11Oeodn3 �- _P I" o-a LIST OF DRAWINGS: s M ARCHITECTURE jJ°' %• { v A-0.1 COVER SHEET ' -� N" •y - A-0.2 SURVEY f,:• A-0.3 SURVEY A-0.4 EXISTING CONDITIONS "s,•' r �, 4k. - -' " A-0.5 SITE LOCATION PLAN A-0.8 BUILDING AREA BREAKDOWN `! A-0.7 SHADOW STUDY - A-1.G SITE PLAN A-1.1 GROUND FLOOR PLAN A-1.2 2ND-6TH FLOOR PLAN ➢ AAA-1.9 ROOF PLAN A-2.1 ELEVATIONS / / `\. A-2.2 ELEVATIONS - - Ad.1 BUILDING DETAILS fi I Ad.2 BUILDING DETAILS Ad.3 BUILDING DETAILS ""-"�*' ✓ # � `<,r � Ad.4 BUILDING DETAILS A4.5 STANDARD DETAILS +a �"` i* nor Alt .��4 .#< �!_,-� � �,.� � _ "ems \. �'.•;' I All, idol 8 r v -NW 15 f STREETI LECAL DESCRI"TIUN BOUNDARY rr—�, .��e, - REvrslaus l Dt L 6 .AM a DL FLORIDA NELSON S..ROIvtCIDn,aC.�,ORpINF�i0 T �` /� �1 7 ,via.+rsx.unv n rur n �'Nz�ie m nc wuc a¢yas y oATm na/s/le THE AT T -ECr A`R[C�4E Oa IN PLAT POCK 3 ACE 76,OF THE PUBLIC fI� Y`/ -L/�,y\�1l / NE:p-_pi M'AMI Jh OL COUNTY,FLW.IW. LL,- [xw•en rear, [wiu EY a cmw r[rtcucr. THE EASTERLY 8. FEET TH AO FLORIDA DEPAPTRIENT OF TRASPDRTPTIUry QIGI+i-OF-VAY MAP PROJECT 5UC3 SECTIDN 06410-03. .iN vxxpla•mr v•[si rr�xDl'wR-q.rwA-rTm.'•aI,.iecVrt a5[[xtcicln0 x mn..T icTO rmxsxniic.%nas T PAGE 3 OF 3, suo ilxc.Ix•rs.mix en.z is c.si SAID LANDS SITUATE,LYING.AND BEING IN THE CITY OF DANIA BEACH. BROVARO COUNTY,FLORIDA,CONTAINING Tt:992.00 SQUARE FEET t0.78 ACRES! -- NCRE UR LET' u v.riw i• 'x• ttu.lvc To rx[igin ams.w 5 T w rcxx.w.n en wR rlWS vl, Kr.. a wr�n[�[F MnA vvxY•.crtr Is,xie n[[wn Ive •Ixi U \J 1�11S��A JAC HvILLE Mlrmx.nonu Alva Ify¢--' _ - a - ; DAYTONA '� CEDAR OE ACH _ KEY Z TAMPA[ Q c, xN.m army rnu etn�fie- n ra mm 0.7SITE HP a _ V w 4 Q FT.MYE UUDER FORT DAL NAPLES MIAMI W _ v KEY WEST �— LOCATION SKETCH pG _ IUN - Im R SLOPE NOT TO SCALE �y C MW9 _ TSB - TRAFFIC ST[JAAL BON = 0 R - .1.1 T.s FEC 0[a ni TS - I--IIISNAL of o ll f;lYi'Y REa r - ITH RR1vaRIT[��xY-Pt'—B! 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I FtiS87'52'06"W 195.92(C) T-111 --i TI IP C, IIUNI,IEI.R Md,x FIF POINT NOT FOUND F, DT_F, A` "I PL" I F'll INS' I", I OUID C, IDII llAll '0 CL —UTIL7,POLE -1P 011 11, am L L—JI PIVIIUNI c, 0......r"T, IN, LLI A PORTION Of BLOCK V, LIT "I --- T'T NT C 1— —.111T HANSON-liFTSON SUBBIVSK)N 1111RFII u PE �11P`61, P B, 3, PG 76. r R It: lIPT _F�N,IAIlMFtU I TP—PE_TNIN T PA-1 T C) I BLOCK 2 "f' - —�U—I CO POINCIANA PARK Q (�lll 5,PG 17,3 C 1 Cis 'I.'T, EI�4IN7 DR.,S,r"- SHEET N.. LOT 2.BLOCK2 POINCIANA PARK SHEET PILE P.B. 5.PG 17,B,C.R BOUNDARYSURVEY "ID HOTEL A 0.3 •� � � O.• am ��. lr a r �' , 70 - _ 3 r , 6 7 KEYPLAN 2 ,f At �. I 'lit 6 4 1 RD•8000 NBHD-RES RS-6000 IG IG OLD GRIFFIN ROAD _ —_ -------- ----- IRON MA ` MA N.B.N.O.•RES LT SITE RESIDENTIAL � / � RS-HOOD , -NBHD-RES tsroR>7 NBHD-RES C.C. INrBOAT DAI C-1 EDBB MUc.c. 4 GAS STAT. (1 STORY BLDG.) I NBHD-RES OS NW 3RD PLACE EXISTING ZONING(N.T.S.):CITY CENTER(CC)DISTRICT 11 RD-8000 � , �•y. .I II _ T NlsroroCDOC xxs RS-6000 ®I r (tSTORYBLDG) • ^ ,b L7LI 3� �I I SITE I , UJi.DAtB • ' : ' e w I C.C. 7- T l LL cozy CDYEA MAIBNF _ (tom / J � - I '°a I (tsroRreLDG.I � -T NW 3RD TERRACE p • � { - v NE 3RD STREET Z i 3 _ z 2 / EXISTING LAND USE(N.T.S.):REGIONAL ACTIVITY CENTER ct to F / I Coxtu `FLL AIRPORT 'STORYBLDG.I I p NAUTILUS MALALEUCA ISLE GARDENS r---------- -t I� CDMFORTSURES , (7 STORY BLDG.) O N.B.H.0 RES L N RESIDENTAL --—-- •- - e , (I STORY) _- _ SITE BEACH—w NW 3RD STREET NW 3RD STREET , pEg REB NZA.D.-RES COMMERCIAL DANIA BEACH ,`, t sroR '700 cC (t smRY BLDG.) .. � (tsro ---- COMMERCIAL - �� / <._ j PSTORYBLDGJ .�^` 700'RADIUS MAP(N.T.S.) 3,I, 0 HOTEL = o c O O � o u Y spa �i•'•_ L ® `\1®BOO © O o o LEVEL 1 O a 1® ® O O O ;" SERVICE 805 S.F. 805 S.F. 1 � \ �l ® ELECT./MECH. 485 S.F. a . y ------------ CIRCULATION 1,219 S.F. 1,219 S.F. O e o o ®I O ELEVATOR LOBBY 202 S.F. 202 S.F. HOTEL LOBBY 2,703 S.F. 2,703 S.F. ©II O GYM 672 S.F. 672 S.F. pl I O OFFICES 360 S.F. 360 S.F. a ---F--T-p r®71®I PANTRY 332 S.F. 332 S.F. LEVEL 1 TOTAL 6,778 S.F. 6,293 S.F. O 4 a' O� O O O U LEVEL 2-6 Oo io ee e — SERVICE 251 S.F. 251 S.F. ❑ ELECT./MECH. 49 S.F. O Lb CIRCULATION 1,583 S.F. 1,583 S.F. y 00 � ELEVATOR LOBBY 253 S.F. 253 S.F. / r�F�i -- --- ---_-__�- � HOTEL ROOMS 6,205 S.F. 6,205 S.F. - -- -_, -- -- 8,341 S.F. 8,292 S.F. LEVEL 2-6 TOTAL(X" 41,705 S.F. 41,460 S.F. LEVEL 1 AREA F.A.R. �I LEVEL 1 6,778 S.F. 6,293 S.F. LEVEL 2.6 41,705 S.F. 41,460 S.F. TOTAL: 48,483 S.F. 47,753 S.F. e F.A.R.= 1.4 -- ON ___ _________ ___ Ak I LEVEL 2-6(TYP.) ( BUILDING AREA BREAKDOWN OLD GRIFFIN ROAD OLD GRIFFIN ROAD OLD GRIFFIN ROAD NW 3RD PLACE NW 9RD PLACE NW 3RD PLACE _ } i T NW arso TERRacE ,' t HW]RD TERRACE J- D NtD TERRACE i NE JRDBTREET NE 3RD STR NE 3RD STREET �.�21ST-9AM <,[ OLD GRIFFIN HOAOpy] D *' n GRFM.RQAD 3 NW 3RD PLACE NW 3RD PLACE "+ V-' � W T 3 NW 3RD TERNAGE u NW 3RD TERRACE NW 3RD TERRACE w NE 3RD STREET NE 3RD STREET f i DEC 22ND-12PM I JUN 22ND-12PM I ,a' R 12P"; OLD GRIFFIN ROAD `^ OLD GRIFFN ROAD - OLD GRIFFIN ROAD NW 3RD PLACE. oi z tAi 3 w w z a x w NW 3RD TERRACE 3ROTERRACE NE-STREET NE]RDSTREEi >- NEJRDSTRE IL {- a pp .hu DEC 22ND-4PM �� I JUN 22ND-4PM I MAR 21 ST-4PM R .. QJ I SITE DEVELOPMENT DATA /, _ _ J :: I, ♦++4'�I i ZONING•LAND USE EXISTING PROPOSED +I i ZONING CRY CENTER(CC)DISTRICT CITY CENTER(CC)DISTRICT r _ 1 E? LAND USE REGIONALACTMTVCEtTER REGIONALACTMTYCENTER LEGAL DESCRIPTION + II i LOT 5,6.7 AND&BLOCK G OG HANSON-NELSON SUBDIVISION,ACCORDING TO THE PLAT THEREOF,AS r 31 O O O O I 3 uT ` f y RECORDED IN PLAT BOOK 3,PAGE 76,OF THE PUBLIC RECORDS OF BROWARD COUNTY,FLORIDA UND USE DENSITY TOTAL SITE GROSS AREA 34,094 SF(0.78 ACRES) ® , I �3 vn ; TOTAL SITE NET AREA 33,094 SF(0.76 ACRES) vs? O—L -_ • I ++`. +I BUILDING TOTAL AREA(GROSS) 48,573 SF bTT L_E _ \ I-—r l ' I. 111�6 + +I FLOOR AREA RATIO(FAR) 1.4 FAR 41 - ' - (. f + +I BUILDING FOOTPRINT 6,785 SF(19.9%OF SITE GROSS) i PERVIOUS SURFACE AREA 5,420 SF (15.8%OF SITE GROSS + t II,g! I r O po'I� Ips IMPERVIOUS SURFACE AREA(V.UA) 21,900SF(64.2%OF SITE GROSS) LOT COVERAGE BY ROOF STRUCTURE 8,352SF T I � GUESTROOM DATA PROVIDED I L LE 2 LEVE13 L 41 LEVEL LEVELS TOTAL DOUBLE QUEEN 10 10 10 10 10 50 KING 9 9 9 9 9 45 „ O / ` St - 4' O Y� I • 30 I DOUBLEQUEEN-ADA 1 1 1 1 1 5 KING-ADA 1 1 1 1 1 5 BUILDING FRONTAGE STANDARDS REQUIRED PROVIDED 0 I h J DEPTH OF BUILDING(3STPLOOR) MINIMUM30' VARIES:MINB'-4°MAX36'4" )OQ I f 43 L I' DO. � Q %FACADE ON BUILT-TO MINIMUM70°k 74% t�f n/ ALLOWABLE RECESS FROIIB.T1 MAXIMUM 10' MAX 4'-6" �,` } • ` + 0 O _, Ai166 _ [a�[T LLL BUILDING AREAS �aO t v Q LPVELt LEVELS LEVEL] LEVELd LEVELS LLj 8,LEVE S TOA HOTEL 6,813SF 8,352S 8,352SF 8,352SF 8,352SF352SF48,573 S PARIG LL F PROPOSED B 9 10 + •�' ��14 � + v � O ` / � � � �I —� - Q 10% M' I af min.repuhea ICYCLE PARKNG SPACE + A t O O > ' COG Sec 36530: STANDARD PARKING SPACE 81 52 9■ I (A)ReaiOenl alaM lnEpirq. 3 Hgels erW Mobl6. pCCESIBLE PARKING SPACE 3 3 31 47 `+I I 10%oi reau re0 rU VALET PARKING SPACE TOTAL 84 66*,** ++ „KE SETBACKS ++I +II g I REQUIRED FT) PROVIDED(FT) + yy + + NORTH: O'-O" 7"V- a L J '-4" 3 .sue-- I :. .* SOUTH: 0'-0" 46 IB 8 I a � 8 '.+ , ++I EAST. 5, a 51 " Mb A G + - + WEST: a-0° 77'-11" � p 1 ++I BUILDING HEIGHT 1 REQUIRED(FT) PROVIDED(FT) L. 1 +I I j +4+IQ' .70'-W+ + MMK+ 11 I3 13 I1 I6 3 3 i 8 S 4 3 2 I +�—� COMMENTS Q 'Sec M,W Allemate P.NN sWK.,ds reducm lO n p IftV spaces-,U red Wi ac 26591 PerlJng ne Iw TwsppGllOn DemsW Management Strfty RDM)-red,W 1,65 MtIng,p l $q + ••S reOuctlo + pm allo Mi + + ++ Sec 303.40 Cd SW—.35S Gy Aghl en0 Up I.en aG al stodos 35A.i InpsnW— a + W ` - ++' Z '•'7 valet spaces wed.A variance Is raquesbd(a remaining 4 valet spaces . _ W I Vj SITE PLAN AVID HOTEL , �, Y� STANDARD 52 FLOOR DOUBLE Q DOUBLE Q ADA KING KING ADA TOTAL u u u u u ADA 3 LEVEL2 10 1 9 1 21 F VALET 11 LEVEL3 10 1 9 1 21 TOTAL 66 LEVEL4 10 1 9 1 21 LEVELS 10 i 9 I 21 4 BUILDING ENTRANCE LEVELS 10 1 9 1 21 N ABOVE CANOPY ABOVE I TOTAL 50 5 45 5 005 ET VAL ROP-0 �FF VAL DR6P-0 VAL DROP F � -- FF � ET -0 s ---—I t0 Q Al ,, W � N OL ;f -� R F E D C B � A 4) II I N-- - - - ---- ----L--- ' L IN------ • l J - - _� •------1- •---•— L BUILDING ABOV BUILDING EMPLOYEE '�ABOVE y 3 7'-3' PARKING �VALE7 - v� L_ _ -- - -- - -- ----- ------ //�\ _. t X 1 - - O I EMPLOYEE 2 m" \J N R a Q a PARKING 1 THROUGH LL 1'-0" _ 5��^ 12'-fl" 2-9� O o I m 9i " O / MAIL RECE ACLE 1 48'•3- STAIR#1 To Ty 2'-0" o a ELEVATOR o o l o 0"SETBACK PROVIDED 24'0- LOBBY l --- ------ ---- 19'-0- 8" ------------------- V-4" MECH./ 4 CANOPYABOVE BIKE nd.i ELECT. ti <'? WORK RACKS mod �� I o- ❑ FRONT ,MARKET CHUTE- 1 I i DESK e / I �- W.RR RR 4 EMPLOYEE. 5 h 4'-4 11'•4" 10'-9" -7- 36'-8" ` C3 8'6" i 0 -1 BREAK RM. U R . TAIR#2 ` N ENTRY SIGN 9�.2" _ _ N " PANTRY VEST. LOBBY _ 0 $'-10- 19'6" ® U DRYr=_ N FITNESS CENTER =_ �- N f—STOP BAR i 0 GEN.MNGR.& .. -- ____._ SAL El _-- _ _--- -- _ _ _ ENGINEER W m d - OFFICE _ O LANDSCAPE 5'-6" LANDSCAPE-u--o U E ,... IICATIO o - i �- F-. 1- = FDO EA MENT DEDICATION --L-------- \ n 11 � /'� - � ------- ---- wo ____.--'- �__---3130PERTY LINE - SIDEWALK CANOPY o q SIDEWALK ABOVE `r' �+ TRAN'SIG T FEDERAL HIGHWAY-LIS1 16 I�GROUND FLOOR PLAN • %I�:(J UNIT MATRI STANDARD 52 FLOOR DOUBLE DOUBLE QADA KING KING ADA TOTAL ADA 3 LEVEL 2 10 1 9 1 21 VALET 11 LEVEL3 10 1 9 1 21 TOTAL 66 LEVEL4 10 1 9 1 21 LEVEL 5 10 1 9 1 21 LEVEL6 10 1 9 1 21 ENTRANCE CANOPY TOTAL 50 5 45 5 105 BELOW t O O O OO O Q),10 H O OOOO O 25 3" HOUSEKEEPING -' DOUBLE , Z I „ QUEEN - � 3 DOUBLE` ._ LOBBY KING KING KING KING KING KING KING QUEEN - STAIR#1 - IltI I11 -'SERVLI I 5'-2" -_ /DATA .� CL JaI 4 KING CORRIDOR STAIR#2 � KING CN � 6 _. 25'-Y _ - DOUBLE , DOUBLE DOUBLE DOUBLE DOUBLE 11 DOUBLE DOUBLE 1 DOUBLE KING I QUEEN QUEEN QUEEN QUEEN QUEEN QUEEN QUEEN QUEEN ADA ENTRANCE—� _ DOUBLE ADA 7 CANOPY QUEEN "- a BELOW L ' " ENTRANCE FDOT EA EMENT DEDICATION _CANOPY BELOW ROOF BELOW —_--__—_--- _� PROPERTY LINE ENTRANCE CANOPY BELOW 2ND-6TH FLOOR PLAN HOTEL STAIR ROOF EL.=72'41 148'-4" _ STAIR PARAPET ' EL=74'-0" 64'-8" 83'-8" I ENTRANCE _._....._. CANOPY BELOW STAIR#1 ROOF PLAN I 20'-" 4'-1 " i8 STAIR#1 I I o ROOF AREA SEE A-4.3 FOR ' o. ELEVATOR ROOF c' SF MECHANIC EL SFCTION...OWIN. m I 18 352 AL N I I I I I I I I o - =B6`-0" EQUIPMENT ON ROOF. ELEVATOR EL=70'-0"PARAPET I 10, 1'-6" 2'-2" Ell71D ® ® ® I" TSEEA-4.3FOR SECTIONS SHOWING BUILDING ROOF I L /` MECHANICAL EL.=64'-0" STAIR ROOF EQUIPMENT ON ROOF. EL.=68' BLDNG.EYEBROW I EL=70'-0" `� "' '7 STAIR PARAPET N I 4" 66'-5" 10'8" 15'-6" ENTRANCE CANOPY BUILDING PARAPET BELOW EL=68'-0" � I FDOT EASEMENT DEDICATION o � ENTRANCE _ RT CANOPY BELOW PR ROOF BELOW OPEYLINE . .._..�.._..�_._ TENTRANCE 415" 79'-4" 101-8" 16'-4" ROOF PLAN v 1 a 3 1 77 PARAPET - /—EyEy'-W-V AN LINE OF ROOF BECK _ _ T.0_ROOF RED — —_— io E. AN e 3 LEVEL 4 3 ❑ ❑❑ ❑ ❑ ❑ ❑ ( 9 LEVEl3 "� • 11 i I � s I • TT�,111 .. , - --_ GR EAST ELEVATION BUFFER 3 M, M.1 PARAPET ELEV.=EB'-B' ELEVATION KEY NOTES: '' , RED- EX,ERIrn VnNOOW-iNODUiEO LINE OFROOFDECN � T.O. OOF ❑ ❑ _ _____ R__� ❑� AqM- CIEMOlAOS VATH aEnRAWp2m NUMBRIM ❑ ❑❑• EIEV.=Bt'-0' ❑wia oRnr OFocrERtaa Rcucw MErw 000R vuRrEoro1MTCM ��I Q WMfiRAY^ AGMLENT S D(tYP.I - L'J ❑. cuEamooM w,Roowa-tMsuurEoc�Rcuss 0"uTCM"nc suoinc EMrrnMce Dorn-iRsuurm LEVQ6 �MRBRON2E NIODIZEMKUMMUM FRNAFa- �u w�TM aF'w �m'�LINUM V BR NIOOIIFO ALroR-fHtLL EWIiH MMN QUROC-0FFC�NOPT EIEV.a5/'-0' 0 ERTRY sicMnaE-uHo wn:i M'Mm�MI-z.n sF Q IX16ttOR SrptEFRONT STSTE.-D1tJ. EMI MW OOORINBUlATEO CIEM I;lha.4 CIFAR IXA40 WTfR CIFAA MJOOIiE�PLUMIMIM 3 ❑ -- ❑❑ I FRAME9 Q EXiERIOR tJGM FI%iN1E tlMll'AIM iWA,ES ❑i BUILMN6 a1GNP0E 10ACNtli)nwo,wlE1 ❑. Y4 REVE.•t ❑❑LL_ L L I , ul I LEVEL3 ,� 1 ❑ ° _001 --— LEVEIP 4 i �_'.a._ -.b. ,,;.: �w.. I ' § GRWNO FLOOR.\ `_ At EDJ a ,3 21 SOUTH ELEVATION KEY LAN AIVI.D.HOTEL PARAPET 5 J I �FJ-EV.=fiO'� \— .11 IaET.O:ROOF LINEOFROOFDECR - _ z LIIIIIIIIIIIIIII-MI _�______._ ❑ ❑❑ _.. _S' � �LEVEL6 _ � L`J a a al al LIIIIIIIIIIIIII LIIIIIIIIIIIIIII LIIIIIIIIIIIIIII LIIIIIIIIIIIII[ -- . _ IIIIIIIIIIIIIIj- ❑❑ ❑ ❑❑ G LEVEL 4 — ...._.._ t2' _. ❑❑ ❑ _ ❑❑ 4 LEVEL 3 R y+ a i ---LJ L ❑ IS B i 3 N GROUND FLOOR F _ d'I75%.BuNtl-lo-llm _ LJ 4 fr_ 24'-0' 18'-0' ISO, ELEVATION LANDS. 2 BUFFER PARAPET s ELEVATION KEY NOTES: LINE OFROOFDEOK• J § _ _ ,R.;! _T.O.ROO—F^ ❑' RED^ « vnuWow CIL—Mn p-�� - -ELEV.=64'OV ❑' �A^ LASS WDH DLEAR ANDDIIED ALUMINUM RAMES Z ..... — - QDMNGRAY" QEXTEWOR HOLI.DW METK DOOR PAINiEOTD MATCH El—,GMY^ AD.MOENT WALLS(rvR) k _ — STRCOM WINDOWS MSLAATED CLFAR GLA69 '❑'--I.-G`CLEAR ANOD EO UWL`M OGUE IY WRH DARK SRONZEANOOMD ALUMINUM FRAMES B _ _ LEVEL6 DARK SRGNrE I—DR Iuc cRLL WITH D-K DRDROFF UNDFY KI EELEV=�� 8 RONZEANODI2ED ALUMINUM FRAMES Qa EI—YSIGNAGE-ANDHOTEL(VIM )-2YSSF �e I-EM STOREFRONTSYSTEM-NSUI.—D '❑'ENTMNOESWMG DO OR—INSULATED— -- CLEARGLA59 W1TNOLEARANODI2EDALUMINUM WITH CLEAR ANODIZED ALIIMNUM FRAMES �i WILDING SIGNAGE(I—LM AND HOTEL ❑°EMERIDR IIGHT 11—RE 3 — _ __ LEVEL6� �. va REVEAL(ml F1EV.=44'-0' o -- - MxeuxarFn m,FAMsc 0 w — LEVEL3 L ELEV.=24'41's I ' LEVEL2 RIM GROUND F100F,1 1 ELEV=P-0• LI-I 2 I NORTH ELEVATION U I KE7LAN • _. r-sx SIGN S.F.AREA MAX.REQUIRED (148'-0"x 1.5)" 22T-0" - - - EAST 89'-0" PROVIDED 16T-3" NORTH 38'-0" BACKLIT SIGN SOUTH 38'-0" "SECTION 505-210 _ A LIT SIG AREA:38, AREA 38 S.F. PLAQUE-S.ENTRANCE 2'-3" BACKLIT SIGN AREA_89 S. - n TOTAL 167'3" J� -. ST ELEVATION 2 I NORTH ELEVATION i F oOUTH ENTRANCE BUILDING SIGNAGE(Sec.505-90,Sec.505-40) l3'-0" 4�- ----------------- ' II1 ODF7 I N' TV rixsx __ I "ou —�_�___-_ ao w 51 SOUTH ELEVATION BIKE RACK PLAN 9 1 ELEVATI0N! TII1 IMP ;o !T K _ ` i 10 I CONCEPT IMAGES BIKE RACK CANOPY R�4RE, TMNSrtIONAL HEIOM LIXEOFf%IOFOEON :. TO ROOF IRCEM VE6FOR AOORONA115TORE5 a - ❑.. ❑ - IC 2 r LEVFL] w gU `� C � �1 s ❑ I � I LE/ELx I 144-0'MIN.VARIES rF FlARIME0.9T R,FwLRa°RI�M. .w^. I SOUTH ELEVATION ALLOWABLE HEIGHT BASED ON FEC RAIROAD PROXIMITY(Sec.303-40) 6" 6" I , 11 V-2"(74.9%TOTAL.TRANSPARENCE 148'-4"LINEAR FRONTAGE ELEVATION MIN.REQUIRED 70% PROVIDED 74.9% 'SECTION 311-20(E) GROUND FLOOR SHOPFRONT TYPE TRANSPARENCY&LINEAR FRONTAGE(Sec.505-90,Sec.303-40 � I �A PROPOSED AVID HOTEL(6 FLOORS) ADJACENT BUILDING OF SAME OR LESSER N.FEDERAL HIGHWAY HEIGHT(SEC.220-60)(6 FLOORS) -� STREET SECTION -- 2 2 I, ff ,\ I / q LPJ, I I II I I / I�� II PROPOSED AVID HOTEL(6 FLOORS) ADJACENT BUILDING OF SAME OR LESSER N.FEDERAL HIGHWAY HEIGHT(SEC.220-60)(6 FLOORS) L - i- M m.MpuYi trdEmM1ti'm+M Ultl M1piLLq. 2 I STREET SECTION ROOFTOP MECHANICAL EQUIPMENT(Sec.220-60,Sec.525-30) AVI0 . Q EAST ELEVATP ❑❑ ❑❑ ❑❑ ❑ ❑ LJ ❑❑ ❑❑ ❑❑ ❑ ❑ a - — ❑ - G❑ ❑❑ ❑❑ ❑ ❑ ❑ ❑G o0 ❑❑ ❑ ❑ ❑ ❑ 1❑4 L[ �...,$I _ k - � L pL� . o - L; ❑ ❑❑ ❑❑ ❑❑ ❑ -Lj I was T ELEVATION ❑ ❑W ❑❑ ❑❑ ❑ :w .x b Li - E I I r Y"5Y _ uwt r. . 7 �.. �• _. lest rm"�. ❑ 1 . —ftLTI- n:, SOUTH ELEVATION � � ;ORTr 1 5 ae "e=a SOLID OPENING PROVIDED% REQUIRED"/o =W& EAST ELEVATION PRIMARY 7,365 SF 2,837 SF 38.5% 35%MIN. ; WEST ELEVATION SECONDARY 8,018SF 1,868SF 23.21/6 15%MIN. NORTH ELEVATION SECONDARY 3,936 SF 0 SF* 0% 15%MIN. - — SOUTH ELEVATION SECONDARY 3,063 SF 1,135 SF 37.1% 15%MIN. 'Due to Florida building code,fire separation and Avid brand standards we were unable to add windows to the north elevation. -- Weare requesting a design variation for this elevation. r7i4 - �'� _ _.__:..__. I APPEARANCE COMPLIANCE DIAGRAMS(Sec.510-30,Sec.311-20) MASSING AND ARTICULATION(Sec.525-30) AVID HOTEL A-4. i N„xlDnam>ix�a, mwa wRwa.N.DRni,DRD aR r—A ¢RREDA® r--B tp �� a _ aRFa�Diw�x°,a a aE.R�wi GRrL FRaF� A L—g ° �rFnFoo;woF.val° _ �N,.xw.,oFNsm xe cuaarv�+NvuuFsl I=as,ru.l,o a.,a.f£5 cvwaNarrNr. el Non,os� n°uar'uE.no vwxrt IXIOnffA Fln°glEs FUN faD auxl vwao.au.Fr.n sloawu.x amp�r"FnwN�i�ea�o�wi�.wxes Folar Rnr rwa ma,=ercxoFanaw•Lx F,wN Ir Luxl SIDEWALK PLAN 41 SIDEWALK PLAN aD�,,.r DaranD.�RDFRaDGRD ,N�x ,a.Daaw,Dw�roDGr Dales„ Mea NDR uoaa^uxY� eoawux oaTaaNmao av wslu ixr s,�wux emE v�,x roFRaxraF smawun TYPICAL SECTION a�.ar,xaa, eLDaar °oa."wx o°a,Mwx oamNow.� _ 1 I CONCRETE DETAIL o 0 a Ra a.Dn - - bwiRl..aa - - --.- -- a�aDF W��iuLYc,al onrvawxra ux �RwawwY DRY CUm SECTION AA °"'� SECTION BB ors.on,�wwelDaw,II,IDD.ixxa,rwND.,e>=T.n.xaw.�,.�,lre ro n^T � 6 wlmmoR voawuxccwrwulrvuo'�"i wow aaatnmianra. waroRix»Iw =ylN �� DCMRY'Mrrl Ulan FwfION OF.D.O.T.GFeIG m.M.RN MF.%.StS CDwir wrm a➢A.T[E&al mlwo/A090F1W AL umFx u,a ✓x�F,� 4 a Ka,Dawk.D°�R�a,µD RD�.Dm ;nG=I 3 I CONCRETE DRIVEWAYS APRONS 5 1 CONCRETE DRIVEWAYS APRONS 7 I SIDEWALK RAMP WITH UPPER LANDING 8 I WHEEL STOP DETAIL FFIAN ORFNWO. ! _ PMKM09r NND�«ramawa. j asnatFo _� � .wlmal.wa at�wr .wNlre�wa I I : a I oeLr - I I I I vuuccaasel,< I I ion.Lwnao FwxxwoaaRFu�. I ,� row�wismrE w morwa 1 I e aulai,a,:s,aaRl�� I j j. I rENID,aa aF,rwD.�D Rasm rourseo � I auu�ca j aF.ca j mNCRaTaR eLOGIt RaNrForoa MHTCH COLOR OF aURDING. I I VNOO MTE WRN uaTnL FRaeau+o Nwaas. 91 ADA PARKING DETAIL 10 I TYPICAL PARKING SPACE 6 ( GARBAGE DUMPSTER ENCLOSURE AVID HOTEL LEGAL DESCRIPTION: �Rvs Fv NDTF,-�,.� REVISIONS LOTS 5,6, 7 AND B.BLOCK G,HANSDN-NELSDN SUBDIVISION,ACCORDING TO BOUNDARY SURVEY x wLaA¢u Fm Avs PRreCaTr,uc imnAT'ED oe/fx/]R THE PLAT THEREOF AS RECORDED IN PLAT HOOK 3,PAGE 76,OF THE PUBLIC III 7 Isaclwr*ca ' nc IS ai W, I. RECORDS OF MIAMI-OA➢E COUNTY,FLORIDA. IIWI�.//l N\�s'/ WDeFno fo/37/ta LESS mov,we rnJ INfw. 'ADca DZR.ee�e.I.s Tx:ww¢,xmxm I.r uPOe�'IORB]®/fB THE EASTERLY 8,00 FEET THEREOF,ACCORDING TO FLORIDA DEPARTMENT OF oc-w,aTFA ni.,of s¢Tlw ax iovxsH�e z souix. TRANSPORTATION RIGHT-OF-WAY MAP PROJECT 5363,SECTION 86010-2IO3, AT PAGE 3 OF 3. sRm uxe.=xxs T— SAID LANDS SITUATE,LYING,AND BEING IN THE CITY OF DANIA BEACH, - IT 1-111TION IF T"I HROWARD COUNTY,FLORIDA.CONTAINING 31,092.31 SQUARE FEET 10,78 ACRES> ''AFET MORE OR LESS. � c1 M^a%FFcr usr rF Tx[K.—Nm L[va vnx TOMI U U II d PENSACOLA P R.eawuwue AmaRr o JAC NVILLE M' I DAYTONA a LL CEDAR BE Uj V n KEY OR TAMPA U x r.xre evsr(Rm oTurroF B—) h o 0.78 ACRE SITE ; 1-� o a O FT. MYER FORT a LAUDERDAL NAPLES MIAMI @ W A ,7 0 KEY WEST LEGEND, III BODK TOP - TOP DE BANK LOCATION SKETCH Q e TO S - TOE OF SLOPE NOT TO SCALE 3 ❑.R - OFFICIAL RECORDS BOOK TSB - TRAEFI AFF IC SIGNAL KDCR. - MIAMI-➢ADE COUNTY RE[OR➢S IS _ IIC SITH GNAL C7 U O QLR� - ➢RDE COUNTY RECORDS (N) - PER RECORDS T BREWARD COUNTY RECORDS (Pi> - PER PLAT UE - UTLLITY__NIT (C - AS CALCULATED P.O.B. - POINT CG BEGINNING (Ml - AS MEASURED ~( Q EB - ELECTRIC BOX F-ND - FOUND NAIL S DISC LKG - LAD 6 GUTTER F-IRO - FOUND IRON ROD WITH CAP FIP - FOUND IRON PIPE 0 O O CHAIN-LINK FENCE F-NAIL - FOUND NAIL Q= O BO.W - BRCK OF VALK P - WOOD UTILITY POLE IL - CENTER LINE C-UP - CONCRETE UTILTIY POLE VG - VRLLET GUTTER W-U UT - CVERHEA➢TELEPHONE LINE 'Q I_ }- EP - EDGE DF PAVEMENT OE - OVERHEAD ELECTRIC LINE ^3 CO - OUT PC - PERMANENT REFERENCE MONUMENT SURKYOR'S CFATDCATON Q 0 0 CONC - CONCRETE ALUMINUM➢ISC STAMPED'PRIM 2 ALF - ALUMINUM GENCE LB702a',SET IN CONCRETE OR I HEREDY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT TO THE Lb 4'SQUARE CONCRETE WITH 5/B' BEST OF MY KNONLFDGE AND BEUFF. I FURTHER CERTFY THAT THIS ® - M@HTUBBING WELL _AR 24'IN LENGTH SURVEY MEETS THE STANDARDS OF PRACTICE AS SET FORTH BY THE ON] F➢OT - FIR I➢A DEPARTMENT OF FLORIDA BOARD OF PROFESSONAL SURVEYORS AND MAPPERS IN - WATER VALVE TRANSPORTATION CHAPTER SU-17,FLORIDA ADMINISTRATVE CODE,PURSUANT TO SECION - BRAiNAGE MANHOLE 47-7,HUDDIDA STATUTES SCALE:I"=20' y : 0 - WATER METER ® - SANITARY MANHOLE DATE 07/09/I5 4>v - FIRE HYDRANT � - LIGHT POLE A �SE CORRG aN L SURVEYOR AND MAPPER Is7oz'f DRAWN BY:TNT E© - COMMUNICATION FANNI - CATCH BASIN STA E OF FLORIDA NOT VALID—OUT THE SIGNATURE A.THE OBICdNAL RAISED SEAL OF E ad A FLOBIDA USENSED SURVEYOR AND MAPPER.POLE SHEET TIRE OUNDARY SURVEY AETMS/ONS >oc=1 A. .. „M R,'°E,�)• M>tLMa,ER Na" Tw<cuEa. BeD a/le/IB Ma LOT 4 BLOCK 1 w➢A7m ID/IT/IB POINCIANA PARK .m.,N,o cu,,w..npxlw °E4 nxsseme.v„c ru,uc�em�m a UP➢ATfO v IB TRH) P.B. 5.PG.17,B.C.R. A PORTION OF BLOCK V. R-. En n NO U) HANSON-NELSON SUBDIVISION R I BA FEET a/R D7r�,• P.B.3,PG.76,D.C.R. I I4'' a.o5•( »Nn`"`xnm.niptl` ,- T E.E,s TK ME.AAn.wD IEva Mnx FIRE 1P.([P 1/2'vsM F9tw 113 I r.a s Fa,E.RVA v. pn AM— PL5386 NG Ip I } I II I HL.OK i0,M:rmrx MA.BFc.x s D89'(N vnEAL uDN v,sn awvv LOT 5,BLOCK 1 _ L I I POINCIANA PARK P.B. 5.PG. 17, B.C.R. 1. L.T fR,.v MDR DETMEB N®MD.9r�EMLE M��EEAv.,LL s a Ij r � N88'17'42°E 144.00'(C), 144.0 AYA• I o ' y 2'(M) c i LOT 8 BLOCK G LOT 6,BLOCK 1 c "c P.B.3,PG.76, M.D.C.R. y I 1 8.00� $ I � I POINCIANA PARK � e ��®� P.B. 5,PG. 17.B.C.R. U c I — — — — — — — — — — — u n 'F/ ® • LOT 7 U, I I LOT 7,BLOCK 1 Z o pl I BLOCK G g I I I POINCIANA PARK rn e P.B.3. PG.76,M.D.C.R. 8 P.B. 5,PG. 17,B.C.R. GRAPHIC SCALE ry - - - - - En BiPL EASEMENT � I U .- I`�,IJ, O.R.8.4917 PG_4B1 )— (tea(sr 7 i B.c'k" 169.96 C) o I I-— 1 M1 Z is N I Y moo$ N • I I I r 2 LOT 6 1 O BLOCK G N I LOT 8,BLOCK 1 1. 18'PALM IL FICUS 21. SPANISH BAYONET I �R P.B.3,PG. 76.M.D.C.R. ® �f I 2 6.7'LEAD TREE 12. 6'KAM 22. 15'LIVE OAK b L35Y(Q" POINCIANA PARK a 23'GUMBO LIMBS 13. 10'PALM 23. SABRL PALM(SPRWT) O a P.B.5,PG. 17,B.G.R. 6. 8'PALM 14. 1➢'PALM 2M. IRAZILIM PEPPER 4 0 — — — — — — — — • _ — to —I 6. 17'CARROTV000 17. 10 WEEN PALM 26. IF f CUB PEPPER QI ` B. 6.PALM la 1➢'tIUEEPALM PALM 28. 12'FICLM ARRQ B. 6'PALM 19. 12'PALM 28. 2'CARROTVmO 0. 8' 'PALM PM.M 2➢. CHERRY HEDGE W • LOT 5 w ul olB I E TOP B TO OF SAKI S8 b I rn BLOCK G �`Q ® I i I LOT 9,BLOCK 1 . . ,PG.76,M.D.C.R. «"a,�Ai mD Ir P.Re) POINCIANA PARK irrcNp, P83 i I I P.B.5,PG.17, B.C.R. P.B. = PLAT ml( - P U T52'O6"W 195.92'(C) ® I I PER N PG. PAGE TOS - TOE O SLOPE v • ®�'i O.R.B. - OFICIAL RECORDS TS - TR IA FIC SIGNAL BOX R M➢CR. - MINA-ODE COUNTY RECORDS _ �'• / arAw4x, ar.AEKAT 1 P.D.H LLE R. WI BREW ARDEASWEMENTNII RECDRDS tRl - POINT HT Q �I �L[s PNf OT FOUND pi ® wl i - PoINI O BEGINNING (C> - AS CALCULATED x I/ EB - ELECTRIC TT I: - AS ND MAIL _� _ ED - ELEC R GUTTER F 1 - FOUND NAIL 6 DISC U O CLf - LxMBACIN-LINK FEK:E TIPM - FOUND IRON POF WITH CAP �I Z�1 m� W I6 I C➢1V - ENTER LINE WAL% F-NAIL - FOUND NAIL S� WOOD UTILTIY POLE O Qh vG - VALLEY GUTTER C-UP - CONCRETE UTILITY POLE EP - EDGE O PAVEMENT OF - OVERHEAD TELEPHONE LINE A PORTION OF BLOCK V, I I LD - CLEAN GUT OE - OVERHEAD ELECTRIC LINE HANSOM—NELSON SUBDIVISION CDNC - LQNCRETE P.R.N - PERMANENT REFERENCE MONUMENT P.B.3,PG.76,D.C.R. I I Kb ACT - ALUMINUM FEMCE ALUMINUM DISC STAMPE➢'PRM , O� LB7024',SET IN CONCRETE.OR Z ® - INITDRING WELL 4'SQUARE CONCRETE WITH 5/B' Q h I r Vv WATER VKVE REHAV 24'IN LENGTH 3 1 O - vXTER METER FOOT - FLORIDA DEPARTMENT OF Q 00 - FDRANT TRANSPORTATION IRE HY Z LOT 1,BLOCK 2 _ L1.MICATllBI MMBNLC ® - DRAINAGE MANHOLE _ m o i I I POINCIANA PARK © ® - SANITARY MANHOLE N P.B. 5,PG.17,B.C.R. roc - rEP EF CURB ESMT. - EASEMENT Ao✓ .a—,�,I.i�;.,I an r s-w.r SCALE:1'=70• r Fin MmA BI°E DATE:07109115 r r.aM" vxonw. DRAWN BY,TNT SHEET No. LOT 2,BLOCK 2 / / I ) I POINCIANA PARK sNEEI RTIE V—2 I b P.B. 5,PG.17,B.C.R. 11 BOUNDARY SURVEY 5011 REWSIONS N.W.3M PL. C3 % ..., 02 - - am INW I.� �aa' c 1 os Nt oa �oz U m a zo sC1 tl o MU .w� •x: m� \. I Q N.E.3rd ST. Q_ 4U �O Q �3 Up m LEGEND: LEGEND CONT: � wciNEExssw� � ,wrc mo,a.u>xs aaiaruDeimaw�unE Fa va eoox ® Znxmn,�au a n�� _ �,M� GD F4'••. arEe):rcrc �i GEN'� SCALE:1•=20' -FE oe/u/°s '^wu ®' ..usv o m •mx s m xwn =Ag7�I am �..wxzrarem nwovm uax m,,em.umwx xm. vEx,raux.wa, lnrm,vee4 ;•"'n2 IFOtNoAnroI �p„'` DRAWN BY:JR W wn GRAPHIC SCALE y 1514EET N Ea.°•a //-� �// u.r. u,xm murex, SHU I/iEE V 1 PAVING,GRADING&DRAINAGE PLAN 1501 IA REASONS �.Muu IMioa�r I .mmu.� �I"�rp�/•�w w. � .no rmn a__ o `�m.a�:lm.au e� `� rmrt vm a•w�u.tu to �u au _ v SECTION'D-D' SECTION•A-A' SE"ONN S. N.T.S. SECTNX.S. Vx•. aA V CE etwl Gets M�MJa0.�l �-I—�' y-1I � a b JJ wi�w.elan»ivr�l.wuaee4a. n Sf�I ~•e'-•I I� � Y ND $ 5 Lim TYPE'D'CURB ~��•--1� Q ` 5.0 5 N.T.S. 4mNn m x•d- —II—'• V W W STEEL GRATE CAST IRON GRATE �Kxa. E. . p tack x�K1� U I I I I I I I j oro.. y y. � � x•n. * { Es.�a Ben.Zo1 O O a l \\yI// Ifit I I } � �r 1z4'eae.... eO O O O O O O ___w � I s,�e ou.n servo swu 4 — TYPE T'CURBtB GUTTER DETAIL SEC710N w OnM wmt,.s' wvMetl Nma PLAN VIEW TRUNC TED DOME .T.S. .•_ab �gn: Nx wNl..4rs svyi N.wT oct.e4etY wumex; v�J ecres,wM TNe exN a ate. in e w �nE�a�sw.c a. PLAN SMF � S ll . Ie' ra Tw .Swaxmroaaa TYPE U O Sz t/.- s i/P wr uram mNvwxc xorto aN nun xss. J CURB RAMP DETECTABLE WARNING 4 x.rs. C b �� annwx vax' O 00 Now' +JF1 t� k .xwc v.xt4.wu wortuuLl wviEa�ma� 6[ci m .uE ua wmn _�1l {II�V _��v—�•�• °m �'arM44W.t a ocTK1Is¢" a*�PE'�"—ENs_n_S Ft�'/•T"'P"t SCALE,N.T.S. • aT-Ea DATE.-08/1JJ/RW19 DRAWN BY. EXFILTRATION TRENCH DETAIL SHEET No.6ECN s 'e � NIS.M:aaee� DEEP WELL INJECTION BOX C3 _ snte/ NN.t �,/2 a^ < > ENGINEERING DETAILS 15011A i N.W.3rd PL. C:b r gp , I- T I 2Lu 1 �rIr 3Q s g O � ® 4 _ $ U- d O g N, b I�� SNP 91(iN AtID 91ABBf B)BNPB"IG,ION A35ffiABLV Y 79 K 'IYPIaIUmlle II : N ILCE lINf E OWER c Y uanxn saruui— ME fflE W.N 0 awnu N.E.3M51. �� •�.m o0 ONLY m LEGEND: LEGEND CONT: xm—,..�,..xo.. —,•� '� mrvm mmn mce, �n.A.a_ xxa�.«o �oirw.°a�T�uRB ® ��ENgFL'' SCALE.i`=ZD' �_. ram � � �Jw61 OA7E�08/2J/19 a � y7g DRAWN BY.-JRW m Ra GRAPHIC SCALE SHEE No. ,.uc mP ar w• x+a.muwn inn rae. ms o Bmn N.mR ...,P Pt. PxN" [IIE • e x • • N : WWNIHG9 9YI11 BE]N 5]39 THE'NIM ER.PflIN N. NNfl 4.�I SHEE! D E C-3 PAVEMENT MARKING&SIGNAGE PLAN 15011A N.W. 3rd PL. I I RENS/O/y9 1 �. / ��q — N88-tT42'E 1N� C ,44.07(M 1 r GRAPHIC SCALE If LEGEND: 0 W wuj �� o Q I IlluQ z - ° En a yes up / N.W.3rd TERR 1 — Pal I Vim.. I I 9 N.E.3rd ST. J v o _ -4 LL i h / Ir a. N.W.3r d Si. O o- cr YY Y. _,i.__ _. ._. 1 I I i I I i RUSg'oo„ 9.'g SGALE.,7= `�I 1&I�.cmembM1p G NS N 20 I I I3 �'� I �N..b,a�..r be=nnaeaan xo.a w` DAM 08/23/19 ? DRAWN Sy.'JRW srd��wae�e I TMoe u.reanue�wmaOMaO� Ftoaio> SHEET N.. '+J!WIAI ENoc• wn nnn -4 SHEET 17i(E /V' WATER AND SEWER PLAN 11011A REVISIONS rmau wnwtve�mvea�w wm iw� vu µ •,w�..nr..� "'°w pro�up'o vi own"venarpotn cauw" mxxcarm — x4 V �vj � 6xm Oa.o[ DETAIL"A" �— O ,nxsra. waa� ,�,.w., ,x�vw�x.xaKxxaaaxe. nw S �• R nu ,Esrnrxm uc sme nvD ^ s _ r.�b I _ _ �.� xmzz mnai sffnmxe,acx�� Y, ;.:,s; .ar",umn nerwcvome O84Yf`' ' a fpr•ro z•.wi`�m vow a somweo nm raao cws um ucm ruw,a�x ne owv.uxe.ov�irt A� sror w oozmn G m ��_ �-,Ou uow aw.ml mmev,ux wnx.rrn mur�.xoawrma or raw urE ,mnxrum o®ar•em. '"r.rAwn.. ro.�xaww. I�-i {�r _ a10'�6im W.)µrnr�n'� v�am use.xau m,x xw xwwfor or vuc eox. rw.uxmxu Ts°rn ws ex nnrurnomarrnw. w • • n,na...n.wwwre � b '^N xxvYxa ur��RPZ¢�BACKFIOT� ON DEVICE dremt max me u wr uum,a�t roa e.nrweumwr�°ierm.•rm rwWa.^wrrx ex,ss nrnx�.rra uau+m nne wvs �r"�r��o � e � �� hisPRE�FMI VALVE BOX DETAIL FILLING AND FLUSHING SAMPLING POINT H o CONNECTION O10 ax, w,rtaexmrsmx �� 1--1 U a al W cx,c,x.,x. ..rroos.om..rom.w„mmsrw evrx ex.,, ��I � '22 @i aw. .s e.°rarvvamxxcxo,.o,°.a.rmxw•x_ wmm wwun. �v 3 D] DEDICATEO FIRE SYSTEM PRIVATE FIRE PROTECTION o�xaz 4"6'AND R•DIAMETER CONNECTION w..ww nrr m ww..w.r uron mxn.mvxxns m w mam �VwoYrtlipgU�t, SCALE:N.T.S. DATE 08123119 DRAWN BY..JRW SHEET No. n FIRE HYDRANT INSTALLATION '"•TONAL `' SHEET I,II.E C-5 STANDARD WATER DETAILS 75011A REVISIONS 919n. h—su K'E °""E',;T--� LHrnIeI.HF„HDREsvaF — EsmRa mEn oF�RowwAT ewe IARGE smE TM R 9 w+nn EM elSE "O1� /REEa ro waPMET art ERISTDx: �DMTAI�ON DP (NEW IUTEwAU / P6lOMnOry OETNts asNWU ITro.l ASPNaI PI3TMA,M REsrgµn 'fj{� r ASMML 6ia1K-T-U{M--Lim-I1�a6-E- MlaDesS�A�N� `� `.j �COIVKr®iO Ar lewai l00n uNE �E J WN-NUN DEam,P STRAIGHT REDUCER TEE REDUCER nMRlsor pnE .w um,MR w.r99c Durnu I0.0N rue IweraN]RON rua ., may. -!7- N •"i*�seLlc.ec.alll D. wD DwrtTel a• r v owe:TER a• r >p n• ✓ ,.. >.-,z;: .tz7� IR [GrcIEDTOAT tve. 4• iS a1 /S /• I. l' 1' 1I L, Oi MAIONYM DEISIrvY a• to la P a t' t' (HEw TWaL) 1.5� I•�1.5 WmTN MA[PIVN SIII,P YFR.PG 4 AwNPO SPEC W,T f9C r ae r Ir la xsmucnox itl 1P 31 Saw Ell p.�Elr%llMfALCIGLI _ x xm�i oEHTneM NG AND Pg91RFAtF PNe rue rr�rue D „ L-.v sTRDE�! 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SIRt slsHaL1 HAVE a MMiMtM IDR p 1.wD A N0.—GReOwt OP Iux D�a LTI�` an9mn srti l9D T-99C LRYIIG DITI SwD MDTNG uGFlLL[OMPan[O>eon s. eAe ATaru sEuaIWW:Anlxl>un[AReanTE OF IDn Ie�n PaR tO[u sln[[rsl. t,r Na grp MD SNOa,ne sxuL W IN aanawxa PlaD mxOmolHSNortF�mEnOx TE SaiflrFARw:L.s eaw RIPE e.s......I%IUTFPfAE SFWLBE CRaxuwLaxO.weuLAR,4vD Slue w,VEa NwILR.w uRaw. a.ewE s:uu se n,t®wPwaoNun Tnl«Dne6 ulRRswwlm eaa urEL mnv erm wREdulRm axo w�'EEII�MNa RE,g,.nExrs.� I'l amm GiarunTMoxslron DEAOI nIx:AevRi rar s,eneLn REe vF E� swueE mvERm wnN.a•noG.srN.0 mx[RETe ns.m vuoa TO THE wtaNElrt DErrre omen oRcRx soar wilwsnFresln�Do o�`arslA. xGnoxR REpIIRIXG pESTMixT, ) Ii THE rtCN ISFl ).sLla[ ENan9luL SH.LL se ewwwJL aND AxGiluaAxD SH.tu H.vEa nmixuN UR ov.a. ' nroL TOu—R.aPPP THE P�iu l�u aa�.L`rfadl wsvEUNG, aE.Y4ro wrtxanERNaxenl.A,[N. 3 R¢pugeD AS DE*EIgxED ev ME ENGINEER OE REmnD.� e.wasraTE Rwvs aEPearoroar sPEanunars uro REvumeLExla. u RESTRAINED REDUCING FITTING / sH,LI eE PY,D.D AxD mN.,4TEo lx P GTEw,aDPT13TMG vWY xwx 12 aeDNE THE MaraYEn TYPICAL TRENCH BACKFILL a a 150 PSI TEST PRESSURE s.ALL Elxs DP Enmrvc AsxwLT PAVISFEE TIUT Aeur roauRs Facu'c swl eE vw arr Ix mwwr uxa C^ 1 - RESTRAINED JOINT RESTORATION OF ROADWAY CUT EAw"roaR'eR Exaaw ro eaGDWa'`RDR aanG. O LL a.RewRFPone Nanuu sHaY aE mxvsFxl wvlH swPwxDlNe suvay.Arw sHalE eE awuEo M z uPls FOR axMM HffxPa NDAMADNDNDP:•LN HIDMEss. REQUIREMENTS REDUCING FITTINGS PERPENDICULAR UTILITY INSTALLATION numcs nHss»auxo aFP ®masr VDx o0o mE ox T, =a y U N E.foR$TAIE PESOS R6ERTO IOOf aPE�1GT10X8AMD gEyIEPEIEMe C. Qi RESTORATION OF ROADWAY CUT ------ FOR PARALLEL UTILITY INSTALLATION 04 HpUZONTAL � S� +r- MOMIS1 "SM BE RESlRA1NED IN qLL DIRECRONs , WAIEI MA I. SmRN SEWER GMVm'wwTERVATEI AHD REUApEO WATER MANS FTFTINGS AND VALVES NEED TO BE RESTRAINED PE0. MSTAtiG w RFWN® aIOwDX: OEM1 roTwLF WATFA Nam`NNl Y IAID 10 Mm1/OE STANDAAD DETAIN EVEN E IN TH L PIM rNE IIxMT OFrNE U WFR MK ANOONFO THE pLpvilBO MHa66 B KPE - VALVES A.M Di AFT136 THE INITIAL NPE H P LDWEL MPE LOWDe D15TALUT[ON.ASBESIDS CEMENT PIPE WO1 BE T3ROSSDG SHNl BE A sRNNGFD 50 AIRY TIIE xuxluEFD,THE aEPGC®WITH OUCfISE 10.p1 PIPE AT IfAST SmRM/WASTEWATEP/REaAMm WATER NPE AINR ND RIA&E IS•VE0.T OFFSET TH0.W01 TME 0.6TIWNING lH14•ill. DUCRIE IRON POE a' wrm Rxo N] aE EgnotSPArvT IRON THE roMt OP CROs.SING tm THMI tex(tDi sEEr eETweEw.wv Two 3olxTs,eDIH HORt20MAl•LIP@T) I5•VEI2TICAL OFFSET IFS Eafil MRIN,AWAINm MADI RE Sp eEo.RE iNFRE 15Ex0ALrEleuTIVEro 59aWnox sHN1 SIORNw0.9EEYlTEVRKIAINEO WTFR Mp G0851HOVFRA DrR1ew ,1R• as Y,• uwEL I11WEl xrs anw. t a 4 30 Tat m 9 3 FlxisHG a RE OR E®InIH—ES.VµDID,OINi wRINGEMEN AS D.I.P.a p E ] 3 E• 14 li M LI 4 -----�E�__.__.____._-_ S@_— �sPECTrvE OP sa � e011r n.F55wu UO I, RAn N D l P la NDT REa�xREn FDR sIDRM � �� 4 e 11 3.m 3) 16 s Pm N =TEx(I 1METHORI VN W m lv S 19 21 ]1 M 19 e j POR A IMINAT NIN`wMRN NIHII 2oMTuasrAx[EeE MUN THR�wasIEIYATEa NNN.as L>. ]]rya/O De SS S9l 23 {yl G enR FD,OMIS /\r1II'1(// ET1Tn S. MTHAGEIN DT ExFE1[1NEW sC�w nTeeuEeO"0.EMX eM"TCEAHr'IRRFNPS,s a DsBLLlw1lF0D')I5WPmeeMeftl1 TNSWGlL WET IExS En f0.PaR[WE¢fw£ARl'IIREM/E WmU. WATEM0.NMVamAMRA'TN Ma2AlmO0I Pa t CQ) 2 3 wNairo &F NDpHIIAL,L(FEET) wDwA....H.x m -1 WATER Q DIERw IIK rr —IDE0 ¢NAm L�O ANDg ,O1e w — s—D W NW � Q] l 11 14 ixcDWR NANORE—N W0. ®a ] / J E 43 E c NETrt 3 OQ�m IF b,: ltl OAIZ NaIx OR REaAMFD NAM ® 3 SSSS D SE 0.�111REEIExI3 wELErt aI EYED ACCOPDNLCE WIM TNN6T RFSiRAMP ea�xg eEal GLNGId vDONe: E. PAMnON NO. w NOPFSryµ&NI. sanoRaoonL olNPxcTED>eDW '� 7 ER a as Bove,mNLP.lemAs:uu oR a_ oDLEcn `ONSF SCALE:N.T.S. suenn uae nTwlx ixauDm larrr aEawRu csaFi'TwNreea REcdDew,u 3333 EHroA m`ouEmnx�OR—I«%nora.mis ' e D47E 08/23/79 usm DSINGLE FITTING RESTRAINED IOINT Waexxux ausysxAu eE aMwwm - 150 PSI TEST PRESSURE ! sTa�� DRAWN BY.'JRW wN� MR° s SPECIAL UTILITY CROSSING ; �Rroi SHEE7 No. RESTRAINED IOINT ON sN¢r nrzE C-6 REQUIREMENTS SINGLE FITTING STANDARD UTILITY CROSSING GENERAL WATER AND SEWER DETAILS 15011A TRNFrc TrPE FRAME R�IX REVISIONS GRADE RxxGS E NOTE 6n GRADE FMM N �� Y-P GOX[RETE ^ GRADE RINGS — q M EAuxrWREr IOwER as )`nm sE^i^wr urlewM�FE eEu 1 �Y YO UPPER WL) zi A•q NAX IXEY IOxFR EUPPFn wAu) O NAN OF BOTTOM � I 01�Au�AnDauxe w`�im � � u+o riow cuaves SbPE I'�T I �55IFs�RE on�xaN� w 1—"m—_ ARDunD wrrx zEYWAr Mw YIRLBI� �4 M a Brea 1 ... mEu � r/FrswPE xDTEI `S'Nc`�'`SrR0oor �p r�mNrnEEmI:,�„�EIrR - r �noNa""`1rHluu wrn�'s`iwAus MmIXGMco�ERAUAxwnD PRetwsT mxrnErEGR Ax ��`REo w'x�D�sRour srRunuEEs`Dr"anHD I sIRIA'IUWADAPFgICWP.xNGNEOPREREe00TORAPP0.0VEDM—ARE PIPE RHEA"QuuN UFORAUPo'EnATERO� x covEREO M cTUREAwrrDRCCu NGxEOVRENENDOTGRAPPRONEDM ARE 2. MAN-S,R FPFwn .ESE.IcOAT®DSIDEANDO—DE-1EFRt. REwIREDwRAwWVEMPTER..� "' Trzc TcKxass FSRE w.usm eE SEu a�uxs µE AND Dursm^w�IsNIE Door k N ,HBO Gx PReG.tsr rnoxs PE TRrurTED vEn osxA RcaDUEMF„n� u� rAR EFOxr THE Tat 6_ �A RFvuIRdIEFGs, • s s. Iuu eE OE COHSTWcrtO t6toE MAxHOtE siauIlURE TO DIRECT uvFwExT »INIs sDiWu eE SEKED YTH WPiERVRDOOIXCM'oln'c cROtR. IMEGRALLY WIxH BOtHTIE TYp{[�E SECxION INTO ROwAXSI�»HKL DE WNSTRUcfEO RmuE XMINOIE SIPLCIURE N DIRECftNFlUEM lAB AXD WALL�O � m NG IATEST ASFM RWNREMB(IS AXD lLQ BE REQUIRED WHENEVERAN INFWFMT P ox PR[usf sTRUCTIREs. ncEMExr,nEETIxG urEsrASMSUIREMExrs AxD ��O TWo(xI FEET o0.IwRE ABOVE THE NH.xx wvEnT C IO H h x'p HEIOxT.A MIwMUM F FOR GMOOM EEIWEFx PIPE C IxsTAIiFD.sETtxasmtrs of SFAUNt/ADXESIVEOlNwI1NDMUUI MMIP—OF4n MO AMA%MUM OF IT M HEIGHT.A MIMMUN 'OIR£ryUIRE4Elrt5 FOR FPFW'T MAHHOIE STRUCRIPS WIIIIW! �5HE1F x'/FT F_p m^�� REA i^IWIMDlDRM OF 6•AXD p�TALLE,Q,SET IN 35xRiF50F5FAUM/AOHFSrvE CO»FWHD oROIP[ONNKIIDNE W¢Lm APPo�T05FxEGsf MAN1DIE ` A o rtV5 A eEo ff PDRTAND CEMENT Exx sFPuxG Fad Fb0.OTTER RE7UIMm 0 FOR SMOOm a IID.EWNGMoFTM UP OVER0.FRAMES T NXT PLUSABFQ OF PORTANO CEMEM A. ALL PNES TO BE SAME DUWEIF0.AS INRUE MWN' Bx[CK COVERED WI1H1 OFMO0.TAR FlLLFD WIM W _ MGOATING`UmmEANDdIrsIOEDFCHIM»Er.RRINfiMWRARUPANOO/ERMD MING UP SHALL BDF 11-OST COHCREfE OR q LL m RAMS. RAMF TAR OADG DINSIDEANODDGDE�HIMNEY.EWNGMDRTARDPAHDDa PRECAST INVERT CHANNEL O a�o 0 SHALLOW PRECAST MANHOLE STRUCTURE FLOW DIRECTIONS MANHOLE STRUCTURE MANHOLE STRUCTURE DROP CONNECTION a� n ENGEwERMAN, a rE#srtHG SEW ER MAV: ATE RENDS AS RwumED,D.uun I(//,/�_ DREDGE SERV[cE eRANpI wIM SERVICE M OF R/w A. A. ___ ___ __ Ls' I I I I L— --- S CONOlE1F SIIIEWADI I I IE RnoRl'cauwxG Fa wGucn[wNnEGna�i � 'I I �� I (EPEE FRo�DunsµrEa anon sHEE� wvF WurICN U O PLAN $ z�+ wrnE sauARE nur ~ g /�r PEGRHBxEnATWG Q AMD ar GREATER sFNER uxel J r Nmmnun—1 q • WSEn F I OtE(x) Q O \ / xE fR/W u'Du vFA suME asmxeR U� R•oln a�� GRAVITY SEWER m E w E E MANHOLE FRAME AND COVER SECTION A-A 6•SDR x6 Fv[WPE AND FOT[NGS X WOl VPR OEPFx10A'G UPaI TOILE Yam O�THwsIOEWALN. uio'MM1gUf H SERCO XGECR01xG WHERE AVERT TTpD®. nTrtx[a T�v s'slDEwADI wNTN.IF SIDEwAtxs DO NOFFWST, O TRH G'�EA�D uxFm=G.ExunNG EIWn'AaE xorxor DPP xF, 1.NM sxn�aNOlrsm xApurmn wsnwln Txe arsrv-wreml wouw.s a'°F FIF�EF muMmra. s.xx GRAGSAWAU�µ. DR ER•91—P iEOWwR.uN `y 1.16SE`o SCALE.•N.T.S. e.wcsmw�ssRAu�a mmTRAumI AcmRDAIE�wxmEFRNrsH UGRADF; ,A��IN OATf.'06123119 HANDDDD QFPCWPF SEWER SERVICE DSIG»ANDWNs W�D»'AES EO DN. CONNECTION AT PROPERTY ` rEOF z DRAWN BY:JRW eFLL WYEXSEWER LINE OR EASEMENT LINE \1Op19 c+ sNeEr NO. PROFILE /opa� •°'•� AA��,,,,• SERVICE CONNECTION ^�7 sheer nnc STANDARD SEWER[ 7501IA APPLICABLE CODES REVISIONS _ ��pa�ay�np mF nwpVms we sarnuivrs a M mxx m r M vroaunax vxvvm n.rwrF rmxm.T.mx � rsx xnx]wr. R'.a(i)im�nn d reoreEa�ro�r x�rwnr�v s �nWminxnr�iurp�a voi[s ro its arrtr d.0 n[aea my rrmrw ro Amc[s x " xm (�i�� d µo ,—rmr .r.nx.uu o uru mn<¢.wo my-or-w[nzwrw d u x ,r.l wws xx[ro a rdim tsrmx or rxs IA—.wo rov =- (54,Wo A]z Orxu�a'x.o ww.(IxmoLLvu mu].1 xm /vw srr[n xwu d Ammxm e.mamunax seen. _ _ vw+rn.wo dxxrxa awu a n A amrrmn wo saneraw �`� .wwsrc xo ra en is m a s�c� w.rtnl�s�ex mw� auF.[xmoue ie s(uxwu)eieo.>�wa�wim•raur'a"mrm s�tgfAx�[_ c e(B))wu a msr"cie-nv oawxi� "mr�``�cr x rorr"`'sc M aemc ssxv sxv er ow[x - fxx Fuwtun d uz ��r 1qM - rtn¢(na�rsriwm"xrw[°@iro�n.w�r,x�sw�s ) ��r¢.�s�[c,�ori�m.r�fmn�matrov.'r)waver,xu o¢Arz r�c�oww a M x E sxxm a M mxrrAe'lan we x�,(.�ax abnr _ E so,ar EsrormaM mn mr.uae[am M surz err wnld rwrd [waam a.ae wewr M n) vAe aw"mEn mrloa,`arr"i'reen-"s,lu a n _ tar('1]la awwwn mF aawAnd sxuz BE ss,s a ewwarwz a rnwxos.amen arw M morcT n F nswwe. E wum u M r.e omnuan. fxem wart r¢ww f]s m f..uaxxac vAur.[swz ism tx®m mwrvurtmxs d wesss. s w ra c Q M m,xsz E x rifmr seafx M weos v w �Arm m erxxewns adm wo sxm n Auxo mF srxrt a Aa srnre,we adsmmrve w ati eaururtn ux.easrm won ro e(assds Pa xaw) -dsiKmo c wu mxaer xrtx ra!sxxa"e,s rwr vd s arE(,1 Cavvrt'cart e[r BY over. s. �xmves/rin(xa xsoxrac,rwax rd Wiwe) mrwa»e mF ms d mnfara wm m[Arnsa[rawer sw[n a sre(,I•n-suer m N Auroeu. sou wan mF ixrvnwrax usm x rm i VII. WATER DISTRIBUTION AND/OR SEWAGE FORCE MAIN SYSTEM p'OMx ,s e M T�yFY'"uawy E�m�a��1 v-A.cvr¢rtsr wcssua dawc r¢t x(as/m.x. ro M dorm rod ro s]sws xawe pm= x n axvrAawax xdu¢A,uc tw[awu BE .ro ra vma]w err Imo. Arne w mF an a pow Ewa, BE ME T.®Ixw).�vun®w M xurwroa An wm d laxm wFncw r A .wp M oC.m d i¢aao oust e[rmr. e.ssaacr a»Imdn.ro awu a os'u mruxcior,xrt mu,d nn ovaa d rso sruwxo vax,s mx ru onmr rrs ffmns x id6tx. mv.,w A BE _V _ n_ srvu BEx.+..I—mx A xxwwxnmxvao�rta mawxEEB r II. PRECONSTRUCTION RESPONSIBILfTY x me daxwo nmirt itWtex o[rum fererdBE wmme srlia r rm[.v �wx A A buxsxne cWvrwrm rrE�n.r IESrwaVx6 mYa roM ,]nfM.w xc�,M[ra MM w.xwa/ �y R[r ADO NL Z Y1rx6tID n A Gn a oWu eucrl UIu,Rs ��r 111 err vwz.v mxsr om M oun.e r[aW.zAaro�xwr awirmnlne MIL GRAVITY SEWAGE COLLECTION SYSTEM M f¢E meArpN,nzwrrox wxo r_ M ur[x wx xma xo rm err ra m¢K xAra idsm a up uxmw avu E a.lo sftxsn dm ndwfa mx. w rarwmax w axr h.)+.aw��r�r�.advm or wrmne atawxz n,[ �� sou e[wxux:nm er w.w xun x aewawa rnu e-ex w,x __uunnr�xreros - __dlni.es na dawnre 4' Arrc xed.a v v n asvv�[As xv[mn Dower fo BE :19=11arn n trim ra tar. smn sou E rnuran wM. m Ass o-astsor[I d cm rxErp�.w�mixo%.w c,�/Ni.i/eir�mes In [ EAdooermexc raMnixsM minx row roar M mr d aw BE u:rta msrwo rut d am[i m¢ o s xz,�f,-sl ai u bier piv,wwvx ws[rxdxm owa m(uxae �..y un�i III. INSPECTIONS o�d xu E,ra[arta roe °'01j"Pr"^x"e a•M m.nrts ¢,f ooaY f d,ns ME svm�n M an or sxa.eud.r M xxd19. as ¢awz E urwwxa'wav d sema%ra aver I��-]� n aao�MFirdm-wax0)��Erbxm,err�� zi avnm(»mm rtsvwwtw. rMiru µ �c�m sewu�a/x�'v.� wwtri F rxna vfe2s sou e[ueA[xal.rn aw.oE eo-.o-,z smi uaanxcv ra.en f mx wm n mirAerz xo rxrnc w HJ 4 - U.[.awr e.�caaar[torts.['R)rr2 fsl rERiaW nsFs� a �n�.s„ n us¢vat _• _ _ wm xis der ao d rw m Fa xo Z a BE nwcx re. sort.vo rwF A•wro m ovm,xa]wo.a-aixrs wd mm M r�vrt err e.a,¢ww sruu um mm uwmiB of n-ssf.vo 6Ac). 'm v a emx-ar.ssuar s>wu x111,usr r u sass so uxrt®v. ➢p mar•ox M reoF ww ansoc B.wvw.m[wu.wo xmr Q W ao' `� s Asvrwm rmner[ , ac _ wox"a ustFD ertw�[axNmn umuroets mn xm va xsruuo x vadmve mx"sn o-x.x.avo]a uxi-sru. n N i%mrra®wxa¢rvr M xsrxur¢,d vc BEXI vsrz' eo rue f�ivl wo axxz a oEanm rd A aniux.m risaws(a,m ,a wuu aea v[a ad.w raveaia cwnv: s oe.w.a uw x xm/r a.cm-w.1d arm ruwad. a U B.wexwFowrsr'sws a s¢x�. wxx.w mm,m[nmm d amxo w] rrowwxiidaass�a nm�er�o a�wuiw[ aieea uv¢�.auili`��xo "¢�?�uvdr isoix°Aa�anm a`rs� smcn sr.0 a<swo wrx IV. SHOP DRAWINGSx BE __ ( _ From axa¢rxw xa/x rsm°�^a�"�s.m� si��ni/a,Es,�bP-oPhzi�avn'iw+ i¢esF Msxi�umdao sFro „ lunwxn mr vucm auxr-w,m nsr man -[rwrm arvr wr vc[a[[xnx _w .weornx mom[gsrta ol[xw atawd a rp� /rar..a,w arm assva d von um .opr�d w a rw vv was.r,nx¢nxo urewVa sw.e E saurrm Axa%rwA t,m�/an]ei.sa]d arm a mre olr mrx.m asrwxrs sou a xsra-„r lava E x)asr sou E o.ev.uo __ xnum ix.mono.wx i muu eem�ei o�et urrn a.,sid. i(m mrarrca) vGN woouix. 91-1 —.——.x[aawFo. evral4 NFM.,d z ttnws, vw wr[xeaxoi Av�rrw we ro rvr<wx auu a wsr uen. v �. mrta ro umxo xwxs sou x Dore w�xo d[v rE ns¢ xm aws d rw esr sumrer rmswc V. TEMPORARY EACIUTIES stnuenrts �r¢ijuwseiss/ui�"a°E awn arts* •wpm pam�xfa mm¢xai'r Ai s xoeua A anMm s [e rs two wrs /ia�rmiius/9wi ems[�raene.xo�'e�mxrt�n m�ir M�saee'a sa rd Aiawwr mrec'mx arm M Dario ww roi�Im,�o �err wro n[nrvn m w vrxsma w vemrranax mx Mar wx u Etxao Y moron wn mnxo w..e uaw rw drz xr[ws srrxu]m n A s uw xraraF amx[s vat d[�(e re.5 oxr)d M swF xum I�-,Y�,sxnea]r vzvm rd xAxx 0'aw u�r eW.a rEiue�.x,o roe mr¢xxx We s]rs)_ anuaa oea[end err ra xm smn vaon ro mxolcma M xornF.v ow w]vma. r.wa vsi E vw[r.ro marnar M rweox err vni�swu a soAtmirrww mrxx m ,b dur[sr as�x. y ermroMMwvmrr m vu wwr¢c wwroe m rw.rsrwr ow® O we BY svner do M..rw nsm a w.rwF..ro.x[sa..a:m mom eumser wi a utm axso s'w'x�i r A d n u(rr°ec a�ai Iw'(";"M rnr�'Izl d own aAar..0 mrm ru lava r..0 ud e«u a wdxn wrx A.o.r[nmr,•e w¢mn w.au.e[a. U O rxo mm. wtrc ix M were wvxr-err-u.xve a ix Amonoxxa wm M w]rm _ f.rw vvi uwxn ma a ix wuerm. M•naxpA waowc moF-. � m� A- M wm r eom ra ac xo aaaxwp srm awry a wrnaraAre wx M wrA,urd two a A A a O rn mFxoxsr�6w¢oxun muwFn mrm a ma mn xmruArnx d xm mmwa rw[ran wurrorn ewrzn osrwxmox as[E v,man.Arwwarr T Q O wd mwrc ZN rows wn,arn aoxm rivmox err cnr __ , i raMld) w(A:..Mwrzo soave wlxrm VI. PROJECT CLOSE OUT xwxx. M a oxw sxsz' F mwsr Ir"`orlia,e,nam�'""awx _ _.arx]m wm w,a x,w,mwxwm]r,e Aea,F r>rnaw awm"°""°. "'moan O o oU 6 xe r xxi/,e'xxowuu�wm siu ra s m�s T T"i a eerm disc and sot rs. .'awrsrwr wwucv fFrnai�'x mwdwam srm M arcs Q aam 3 - 'n°A�,n woaavx�xa d M xrowa.9— M x K .m xrsvA..A e.d-oe d u,¢r a,�n�a] x mruwr riser.[.n.Aum x.wE.,wexm s¢u. V d m�wAm aver„xrp�deem n�d mF °•¢"`rma aw.xor era® cw w[ww a x mwx[ m xm me f xaa wn«F w wa,�a E ®w a x w.m d ad �a x a ow aver r mnwmr d a a w aver A n�a�Am xnx n d o xw MM& M Iro p ww[]oa w]w V. °r Axa wn.ox a[x[ww�xw M xam nnxw r.n Mnm[. "N0/a'airwm,xw d err x TEExFmmx", rwa�or m[ An x A afro raver xaa aa¢xd. °f°'eVa Eon xaamn aw,E wFtt wn«[xn d ua 1.T BE w¢raorm me,,,[w,En F,rtrw,w,¢r.wd ArP Ae )ewrrwur .wrx,]a.w n aaw,exdxw aa[x cax,we awamr r ewwow aw[E _f,/. s•aver£orr�*�aar[x nwre] ,lax xm „ nr:rdr wmw xcsc�"a maourwir rm x x A rw wd rrn v�o rd `iEs E�' SCALE:N.F.S. e ,,M ooewerd.owe a..a.x wc,n m uw mrwu]c amxm d x[euw row _ o va iaea'�uia w asrxu9 moo M ovmE ewe w[d mn rmm ewer=B anmpro rd wra wx wain.um r"F ..w ]rwmw uiweF s E vvrnm �.] a DATE.,08123119 corm xis m[m.d pve. rod ro M r m[uewd a «inMmrxmmx awi rAm M walwr..w xpr m[wxooR swm d I]r,[w[s xis•wxnw m re rxfes 10R"'^m xxx..caa[sou a.aaxw � a ro BE _ DRAWN BY:JRW n ro.ro]srnom ,e.aai M anxw d M x[Aasr xoma.,d,a.eai af.xxwx.a wapwrd,a aww]dx ro ww.nxm ;,e arcs 5•\T.. vwxo. xacrzv w As m wrF mnm d ne smren m xxn.a x.eaw¢uwww e[w rxdm caaxcd.a xw amaoci¢ era. „cs!ONAL EN„" _ E noww(s)zr wwu e[wdrarrAur twos.m .w r. V�V r�¢r((�� wsu¢ SHEET TIRE or pow eud wsi n[wano uo wxwfm M era-evus'. a mx ormm two M art �, ix nor v ms nisi oaaxr*fsls�a rr[nFx+uo sw S rq¢ awEr0. sou a emom x aroma m swo atx xa xad durw mw r ixw w GENERAL NOTES AND SPECIFICATIONS 1501IA RENSIONS X.WET WELL MOUNTED WASTEWATER PUMPING STATION All. STORM DRAINAGE PRE-TREATMENT/EXFILTRATION SYSTEM XV. ABANDONMENT/GROURNG OF EXISTING PIPING laratu twm,Iwvsm4s mux4wr uo Ixeimfr �mn ua mmlu. d lu xuwnusa swr<ee wswenv r a swu er rx x tsw l 1 rex nc ImA = DDtum/Dawam'Ix n.sa auu EE PaEslna cnw,m w,w _ rcm mmmu.mIM111=01Z _ __ riwVm,m/ D s,uae%im wo sum x evci.esawr�'uc�mxtsmre,ci,m m�o°MA'° aamiEmx xess`.'anx n°. m,wnxn for I�w�mi°Anw m Puxs Poa wwa s satemfacl ro mE Exwsma w ro as rxfE s r,s ro swo°woxuilwi—rc i°fi¢oxriefwic`�`�' aoum wo vmnur asr®s. wimsu wsmmru ar me slwi a art our wv ecas�un. Irolowur ftc Peswutloxs a wxi 1P[.e<x PumaAroxs]eD wawn mE nPE ¢ . mwa4wr,s etam-Ixsr i m�oM w srEEe ee¢r„n rlaxaws rye Pwxr rc xw E r,csc sPsanurlars.axna m r,sm nmevn ma4 fej auu x i¢x-arom'Eim Pni�(sT m°4 rta awrwx zmuerwE rlfE aEuwxc rtv[ Ix ac�oweE mom r,c wvurie,e rav—or r,e mows,xs m ruD im(sl racx r,c fto a txE rrsxcx a cavxEn m smrtivut T ¢vvuEs.or XIII. PAVING PaO¢L°Iw°E^ ''u'�r saloiA¢m,urw°was wrmws xaE iMSR�PwfsMiw sc wmrrxurFR rc w w n.xrvita w wru. w rwvmfrssox Arm x',D x mac[wx, ravw.ao Ix wn wvnxe xgv¢4s rxo sanwvrt eEmaE rlan utE n °fm ats wD wew m awc Is DsuwxD er cwa'rMfcnlav slwt a a,n>Pmsroasst°sn fir nE on�1V mIa£µo°�OGw¢Sh a wZr orm Eeua,rxr soa,xE muulr ar s��a�'mwcE wD Dmit DuiPurs,mono.,wsnCx4 xA�veu aro Awuatvxxm °XE(f l4wtawxPc ro E wwu twa wtvws mW]vcE Nmf SOE[vsv, s •xD au nDx sUPmsteE nIE iFg MM a ttlE Ewln4vrt. nAYaldr 9Ve1 sE s.W a c¢wsrnn ro vmM vAxTswin,ra v6DW meE 6 r Aagrwroat twslxe xea Evmslxi ry Yw6 4xIw4)usElD xw sn fs)x wrs� Memw P m,rn WMaa. n wOY 1FSMC.MI'LWNC rtxlaWTM¢R MKxpA°wXLxo mu2sim c°mEa PnsESEn'f As1 Yn onlFms Cx lxE nAVs. . Ra3Vry cPts',ast'mn fw0 esr0a[ BFKH'ors-B,.seY wins maOAT Iwaw[44wrs.sH-1. e 1 clwYtutnra mM¢E mPwsm IY r1E nxP StfiMxi. E I[cESwr NDsm wO WT NI a n2vC4l,ps(ICu uM Pn1BC as 10 rxE nAZxE1rt°f ASPfVu. M6E.�a-BULLis 9WL sE KPaaID e! s Poarlw°m.EMi Isx c,w.rvrt f. srs,sx xalmlw w,ss xotom'.wxruxa cm¢x,m w emwa w °° we n Wort avurolrt rtsr morn xt�mmv.,w wD HemxErEx e.wrtaws f (mX m ,m u sf su ww4 a as a ssrcrrmm m=c xrsn wmD most amov @�m'll L�� )=11nn4uuAvxm •. ma n[¢xswas c2xvfMrls. smsrtafs Sfu¢ ^ wfx wnfxxs wD fasouswcv. _ ].soon¢cwassralwt es mEr.Dnrpims s-a Asnwsr. xEs_ r I>i u ro aD rssams aE m'v0.ertn uxE Pm cusDx oPy 7LI Al ISEq mutola c 4t-em°mwr ME 6 a,wrrzxs,nwwsuxs eExwtn wD nn,wm`mmi•Pw�n�wnplvxwx a,°°°ni w°swu x aswr°nJm wtml msvnm ro sex m nlc 6 u sue,, m xw xm m p®TxE wrt or vE cwunm vuvx rm aIm I'7 o m,c°5ox,•Iiuo%asTMvort°me Pxwa°,wws�rtt�e.°FzoaEpuR vfw i¢Eusiu mnm. _ x wxwx e•sfr,s ewss mwsn mw e',sv�f�r+r.a m ss4i s norrnnc,en m rtm+cc a aar raPr®vs stxvw,x 4Fx o n AT toms wu xm ¢ GTM°C iamlDx or avrArox rc xt Wfw�Ys w sarn s IE m�q�m�w- m r nsef Ex ar em ar ns xousEs w�ieEd r x.,[ fi iwx a iwP cvlmt. 4 __ e r rtc rEusmm ms[x s ftxcf¢wt moo ors r 9X.LLL a nvm Aa aEoulam ix ncvaerai¢ aa+1cE F srwowos corm.a,mwrm m uwnu,E Pwm°s Pw sxw¢r,w in a^PnePmsr[uv¢xn l;/] C 'y, q m rE wTrAauer m ne wx,av:r rei rwn s xcs¢lexr xwxm xs wltx mE waE our. ... m 11TLOT'-\\1 ,Amour 5rwt moor rz s wfxrED M wE mcw wIM morns w ttx_ _ sWlt PSWtt iCR A LND tEF ER41 m fxE SrAaf w A4afNwE w mwxtax ain/ee rvic°uanw°tt Dwu gµe.¢Guam S,VLL E TAgll Ar M mErnM a TIE ♦MR YEIn Sit a�Anst DOXl4r®4m£wrt 9atex m rrx,uef rD a V �'w M.M tm w wW n a ME slpEE W W6r,1Pt I.arPME cprmlerm SWIl m10.'6lwrt ttAi nE eRA4 Iwa is rrras or wnwc!e,uK l�wam/i�Y°rK REYn�AnuUMtt vxm�eMlFs Etl°¢tWG rlrl6 uxr swu eE a VPbJIr W rxE wlR,o muw4v,f N sLwcE nP¢xE evmEsrxuxe �lC r Em.ox na,m. usr eruary er rK eDsaxe wwl,FAemisv's X. EARTHWORK AND COMPACTION EEi sP r x"t s rwm m w xoE slmmr tssxc umwsox. eEnmi.s rre nAre s mms As x wrt xa nxD wA,w aMoa m srwnxD s~y U rar. cars fawAq ul E�wxcn��a¢04s�r pE m°�mxA1sc,°sanr¢n Waft m cnw+amisu,ss 1----11 as m wr xEawEo ee mE e9ova mnoflnxs. ,, rs vrsmmc uxrmw rs ro s x x ssE mot sE XN. ]SIGNING AND MARKING s m aw us. aP a E w w x a QI s. a P cownpx u fort AcuttwcE P�sa�. rm me nor vsktm x et+u¢ax¢wnx ra 4wvr�5 a[Iz�sdomr Paar lem wo fertAr r,[mass uxrs ne swwE ftmu v..� axE(,) �q.£D nxD atxFA wGsaA9[wrmW xitwl rxR¢PaT 6 Amos ro BE PAvm vVll Y As ofl¢bRED a Ai9nD t-tm rm rna�(i)��°�woa�¢°ixsiOaswxustm a r�vwroaxc�lr ,.xmm ox wiEA SEwsa SmwwTox. xo ms ro rxE wwEx ossx:x Ir EwMarnx,Awmxu sEavcE swu a[PMnvm Ar XI. STORM DRAINAGE O e.gyres PAers. A wr unsa Drw.of r,c murnnw wrtnxtt f,FNFaeI NOTE: ��p�� r,e Iwfm°r rw:w,n PIPE w°rt<cavux°P U O c xa'r um¢IDAaY Pxlmem[MI,�'•Arun 51P'Vr.E. I,fGroN wmnur°Ewrnxc c r rm].°�°via'Mori xPPRopwi¢Y)-t/S Dx wD rxE Cal'Csm 6V1N°seFl[K PWI°Gym rY�PrAV. E cal As 6�O16f W ASVMV.M a sexW4 ~ m i t HL a srnMz s Ann Ai mot - Q Q YFn WEattrnor�.'ca�Us.� °N M Z Z -IP,Nai m v®to u xE YF.sA na sWl �Sm wlu muG was W ALL ILA'As n1E DRJ4Mi((Pm S[E mm°Nara a4VM°SaI�G'). O Q O cwa _ U (� E r ME xm alas arAsw wr ms s ut �. s war ssrx>wsEuc ma rs euenw,ee a mE seirox wD ioxaE moo wmox.lolxrs.xm,wT a�w wD wrm,wx ww4fsE xswumrs xxmEssa Posew Q .Q .Em_.mot eE m w axn rs xwaxE wxmwxsE a,¢ rEan,EelE wPn:�4Dm o a"ro A=.x,D w.4t Dn ,„A,,xE eD*Iw I,E ixE.eR c, D.mED,nlox: eo (XD ro,eDD 4x).mot�nwxro wta.,rPE.Da:Da w,x n ,e x m q»:I wD ,.x� We. x�mt Dawa.E rtl�„xft eE zllx em,,ID I� ,tfw fceFO i'rEw "'w"`a°°A(E,wE'°.mot w xzDa°xfeE Isnx rxE u�5 wEt'0WF'xMT°4na�v al,wD f xwt ff svwrclm m ev os,xs waw.,n Ixlmr (siACE rAe'ED° ?w As wsn,E rxw.mnz ox rl¢sum laxrE wx slxrPe.r xarM«:,m Ix rxE r s co4rxctm m esx a ra snot s I,so w oslswesn e,omxxl. 1153'br„ wo ex¢a uxD. ,Awluu Dmslfr w o¢¢sxm n r-e _ °y Flo SCALE N.T.S. ]aoefwx.,urrs°fa nm:rr°rwz11V�auwss es"itwsi.owls Ix Aaoalv+ce xmf rxe wnEx s s,wt aE raEusr wuu4 aoo°Pm mxomE amf aoMwrun vma 5j swfiF 1'� DATE.:OB/2J/79 x4 Pu surrxwslxarseE n wu�c°"sfxDwm 3 w j DRAWN BY..JRW MdgUMar .DaA iM earoas[ xtiu- putt.pewsE m,fEx w wnm puxa.w wroxt moot rwam Ix ume wn m 3 9T�TEaF/ mrmcx w aslaj.ssrae SHEET No. w ru Plog wD Iwwrs msut s slw wam mom xwuntTumxs sxEva m4nla •.,9/ONAL Ea.••• ¢woo w mom a-AOEA414I4,w P�tmmE�.rs,e a��m t�4�wm w¢A� „°x°°� C-9 Dx °'"EA''r ro'°'""°'M"x°'w"DDltta..,Ar frAtr:.Mw,e,PM°n ro sNEEr nrzE xn DE E m aD rox ¢xt mrow GENERAL NOTES AND SPECIFICATIONS raat7A N.W. 3rd PL. 1/ RENS"S -----� IM � I 144 0'LCL 14/.OT_(M _ GRAPHIC SCALE ® o ® ©�© I .I , _ 3. ' M. �. �e .� �I I I FlIiE WIENA FOC 91pW,(3p[lE!"R 1'f4'`a.T.r. LL j I a —' �TMMrs,ai I. I FIRE HYDRANT CLEAR ZONELP -71 / b b . N.W.3rd TERR 0 ® 0 0 0 0 O 0 0 ' y%`>'°°,,,,,•"n^o,*c P'..uo.wr-o� �nlr euErE[vuve;'� I �xucnw1e LEGEND. N.E.3rd ST. Fl ma..ni. .wn o.uwov 0 ENg�•4�� SCALE.1=20' .74 GATE.:08/23/19 I I '••;F\oa die DRAWN BY,JRW x SHEET No. „ONAL SHEET n>tE FR-1 FIRE 8,RESCUE PLANS 1501 fA REvisrorvs I•a�a.o _ aE,oEZb � r cwvw'E m all I Z_Il CROSS SECTIOx.Ts SITE ACCESS ELEVATION SECTION b �___-1— TYPE III SILT FENCE § I ® 144 s.ao nx x•n 10° m . ELEVATION SECTION TYPE IV SILT FENCE N.W.3Ed PL SILT FENCE APPLICATIONS H o A•.c N88_1T2'E 4 _144. C 11N.02'M,— _ I R POLLUTION/EROSION CONTROL DETAIL B SEE F.o.O.T.INO lox SHEETS I a 3 Or a I_ l UT O f NOTES FOR SILT FENCES Ira 1n 1�� s OCK G m �. 7 ._ I. �.SlT fFHCE A BE 115[C AixLOG1px5 16FC M OROR TE SPIbHG '.��. Q _ .. ttPE III.1 rtMLE SH41 SE MxfE N11X alNt SMEEi I. H N w4 THE oErMrEn wnx wx ant Mro rwra wus ow oEE THE wart a I 1 �16�E ES MI2P iENfE CBE IH➢�E T a�,I1M03 NE M'IICPFRU SiIpF51m 1 Or sreE[xc[Eos i.5 fm. 1�-1 U � FA9 US[ sn.r wMas Acxvs rwwxExr nawxc wrtAcouw;Es.au rzAiEs Qx I � 1 A:' �� I• �� a n uxuw�unare ra nmaoln aw(sIrs xsm Ar w.�l mors Ix � =I ' ��.; I I I J I� /.MkA uSFO As sluo[wmrtclux,a t wMCE 6 N eE mrtilxuclm aN ax ILNaItt Ua aa aWE DAWD CMVPi Ri xUOF G E RLIH6 E NE o-7 B -rfh s<. roEE PH Y II6_I, ME III Z 1 F r { � LL --------. ---- � ; Z _- 1 1 C) I I III �o (SEE � 11 zz LOT KvG B ' 16. 1A U.C.R. _ V O m GRAPHIC SCALE q� 19 x-' Ea' ` ! �- n.sp mIR NOTVAIAMTHOIR II \ K'f "• ��'\� R � � ;,III A _ CWlo rune avArvx� �I l .IcAiHsFG•. sc4Le 1'=20' DATE.o8123119 2. DRAWN BY.-JRW kk \toaro°Gam•`• SHEET No. N.E.31d ST. �.i9sioxni e?e•` _ I s ER—I EROSION CONTROL PLAN 1501)A REVISIONS U L t+ 5a auum Nowr°moxs - - a Y� C9:CU L L u L L L L 9 L U U U hu ,7 sooxsAD+wcnou cove U L $x' L U 0 LL to U U o I . . ° nmxDamu a - oesXn suxv.0 x>.aD+NXa se cvnw W .. t+ L `1, t+ U ` Z A, I('UNITED L U U fa IiA I,IGHTING L U U 1 STAN L� - W U L L L l_ • ` N - n liy �00p1E- w¢Dm D+ounomas L L L L U U L b U L U U 1a W I I F-� m om_ law Teuon�ae T � U L L L \ O a u. 100 ks.40NNO No+cmeD � 5 + + I ' I < R G aTsxm.'ao lOtT _ --__�aelaAi_ xmrDn // I I N.E.31d ST. UNITED LIGHTING (/ w STAN pANOS^ sw 1-3—_ !t� -"ai ...� J �C ; awuo Nou+Tarrwxs .Y 3a^_ .w,. Ed m - nw®r+ourtamroxs � 22 -• xmxs.sD xao xouova — ^ s.®xe.Ds�oom Up 13 13 !'4"- T GRAPISIC SC? ITALE =o±tAR FO''•. SCALE..1-20' �', nTDxmaoavcxw eosr Au OXD.DSXx.ODTlnxAssG5TQ+9 !�. 1 L i,$/ 0A7E.-O812J/f9 w .� nn Xmas mn D-tl X9.+]x 3.00 lxxntx CV1�N6 , - ,\ _i/ ` FNITED UNITED _ W�bl �+ LIGHTING R DRAWN BY.•JRW t LIGHTING q1\,, STANDARDS'^ ""�` _ ]C 4 t'„ n E°•ate - SHEET No. 1_. 1�+ $TANDA_RD_5^ ��S/01YA1Eo SHEET 7Tf E E—1 PHOTOMETRIC PLAN rsonA HP3 EXIST.6'WALL FAX PROP.LINE 50 5] 11-5-19 _ an FM3 reuL¢u1Klns EXISTING SARAL PALM ® R"�jw 2RA M xo ttas,aRT sps+sF l'rB ncRESI TO REMAIN INSTALL TREE PROTECTION FPl =___ i G . 9 3 I \_\ 11 $� S v'\u1 AR HA3 s. DR- 9T SF SDI .......... 1. w 30 or—EANDSEAPE A— V' • n iilill I f sF LLRt4 z rR+NUEPER FDo IFUEx s96 0/. ... 2 _ .. a I uELLu VIEu O7-, .......... w I I i,I I , ,o W OVR1, D�L-31 CSG 10 - OESfGW SRED,R,MPH Iz)uT,TRFrs IT. ,saaTE rAuw6 Eva+® JPA3 CERTIFIED ARBORIST 4 pD uT TREE PER rERMwAL Isuuos 45 SHALL PRUNE EXISTING GVM14 O r CANOPY TREES AS NEEDED ^, n TO AVOID CONFLICTS W F Hum ) R 200°'v U PROPOSED TREES L EXISTING OVER HEAD ELECTIC 0 r LINES ALONG ..E.I TAKED.�._S Val PER ANSI 3005TD5 MLE3� w I FEDERAL ITI ASPHALT R5 I EXIST. 101-WA oN Rs- PROP.LINE a Y PAVEMENt -_ 0. wE ,zo �NPLROvuwx SODTcowi•<REEK.RRm 9 � _ 82' Eno.c I N, / /z CLNT4 0 PROP.UNE ow REVISIONSCIR : 25It)TREE FW�1.woECarr,NEttiE 25 r srrcvu.wrv.f>^B)+V> DRC rev I I-5-19 JPA3 35 FM3 Q l 1 EETTITLE Qv16 w FROVOID g _ 3 LANDSCAPE PROP eUIL LL AV -1"., PLANTING FAK LT POLE ttzapiNvzONF. �� --J TC4LINE W Z REE�R[ .1'HEETLz PLAN a TMp Ar6a `\\ 1A z.OD iwzno oo TRESS �� TAE . RvanaN MIT TOBEUR—OBBS'...oO-Ss.BsomrereESE CHC] WATERNG NOTES ' 14 SDI) WRELSBANDSHUIR,RSIN wE oR NEDSOL: AD ELECTIC A RAIN SENSOR DEVICE SHALL EXISTING OVER HE LL eEl OAVOIDOVEWTERNGOR 1,1 rr44 LINES ALONG REDFLOOD.. W z a I,l o I FEDERAL HIM. OPOO HN� plsDU NON MCOORM UENANCE O QU PECOO MEN GFNE W RQU � I�L`.,.A NA`TIICTOI SHALL Do TAKE OF 2 ENTHI FOR2 ESTABLISHED OTHEROAY Q OFF VEANTBI6 2o'MONrHSUUNr FOp AONTH F Q u- ICI SAl 0.LAN SHALL TAKE PREOCDENCE OVER VLANr MHEVERY OTHE0.0AY LL Q 240 Lu FOR 3BMOMOHaS THEM WEEKLY IN ESTABUSHED (IIIII Q CO L LfDDES ILY F016 I—S EVERY OTHEN DAY FOR �J Z.,E 5 FION S IHEN RRULO Y UN TL ESTARUSROD � �l 3 F - - TOR 5 ALL VIEW 0 ULs.E Lm Purvs Co C R SHALL RE ERE FAs a NHest AN ALTER W En Q PROP.LINE v` I sNA CONTACTU F OtnRa"'S AS rvEEDED PERFELD CONDmONS. / ARSE SCAPE ARCHTECT IF FL1CT5 O ' / ` j" I THAT UN NOT BE F ELO ADA15TE0 ROOT BARRIERS - CU14 l_~ m SHALL BE NSTAU£D WHERE TREES ANO gURS. WITHIN L 2 ' . PE EIKKNTO A.WG D o s -ALK ROSU O^O; n'P c 25P 8QT IGID TRIANGLES AREA,SEF LSH R ______________�=L.P.- P - � - y _ COFI OF ENTRANCE, CO GrD ALL ATIONS AS WELL a2 PROPpsE I 14.5' SHEET L n S EUX Mum MAINTAIN PLANT MATERIAL W`iEw`L SPEC FKwTwnS PAVE AREA-22420 SF 140 m \ BELOW 30"IN HT. carvsraucnnN NEETNG WDH THE DANIA BEACH CDY HrvoF IA—ITYIECONRULTHE REMC ARED PRIOR TO IATALI-ATI a FR ACTTVFrY KA IING THE REMOVAL IA TREES OR NSrA1.UTON NOS DF LOP MATER AL 4-624r EPS AREA oM OR NORTH R IX oPME YSPRpR TO rEwNRRKw^s suE euuoAm O O' 260 EAL NOTES: D.-Ell CONTRACTOR SHALL DO OWN MATERIAL TAKE OFF FROM FROM THE PLANS O . SIGHT TRIANGLE PFA CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL UNDERGROUND UTRITIES PRIOR FDOT INDEX 546 TO STARTING WORK.ALL TREES/PALMS SHALL MAINTAIN A MIN.5'SEPARATION. 4 LANE UNDNIDED W/ CONTRACTOR SHALL RE-SOD/MULCH ALL AREAS IN POOR CONDITION OR DAMAGED OPTIONAL LANE,0^re93' RY CONSTRUCTION. O DESIGN SPEED 35 MPH CONTRACTOR SHALL REPLACE ANY EXISTING LANDSCAPE MATERIALS IN POOR CONDITION i ecALE�I"�1e' KI / OR DAMAGED BY CONSTRUCTION • SP3 I CONTRACTOR SHALL ADJUST,REPAIR DR REPLACE ANY IRRIGATION EQUIPMENTDACTr bRAWN19-19-19 3 FM3 i DAMAGED BY CONSTRUCTION. 70 REFER TO SHEET IR-1 FOR IRRIGATION LAYOUT WITHIN LIMITS OF WORK 9LIEET NO SP3 PROP.LINE FA] VAl 6 HP3 14 REFER TO SHEET L-2 FOR EXISTING TREE/PALM INFORMATION 1 — 26 500 9S Spp C014 FAST.METAL REFER TO SHEET L-3 FOR PLANTING DETAILS AND SPECIFICATIONS AND PNPOSED PLANT L 6 FENCE U,2 \ UST RS16 OF-3 r EXIST.6'WALL � - 41I ORC ra 11-5-19 ' I __t._�_.-_ 7 xm•1rR.F.lumlcl.kerlul••: ;• .:. _ _ EXIST I'KATC EXISTING TREE INVENTORY ai Pa--�R 1I.�.y '1"• ' PALM 4'Cl.85% NO. TREE NAME SIZE HT.%SPR.OPH.CONDITION DETERMINATION CANOPY SF. v U'R It"p YW'�``hKP wss 1. SABAL PRIM 18'DBH.10 CT. 778% REMAIN `EXIST BLACK OWE x EXIST(3)FlC1/5 2,NA LEAD TgEE 6.7"OBH.18'X12' ]5% RWOVE/MDIGATE iPL ON ADJ.PROPERTY 3 26 •?] - k ONNADMIPROP 3' GUMBO LIMBO 20'X20'23"DBH. 70% REMOVE/MTIGATE SPECIMEN 4. COCONUT PALM B"16 CT. ]5% REMOVE/MITIGATE GUMBO LIMBO 9"DBH.18'X15' 70% REMOVEMMGATE 225 EXIST BLACK OLIVE ON ADJ.PROPERTY 7 6. CAR ODD 17"DBH.16'%18' 60% REMOVE/MITIGATE 324 24'OVERHANGING PROMnRtt Y -T Ta4xGIL PER ]. COCONUT PALM 8"DBH.20'CT. 70% REMOVE/MIEIGATE a 4LA�LNMvuXD 8. CDCON0 PALM 6"DBH.16'CT. 70% REMOVE/MITGATE a w/orml.LAHL.o EXIST J.PR 8 yEm 35 9. COCONUT PALM 6"DBH.11-CT. 709E REMOVE/MITGATE D ON ADJ. 10. COCONUT PAW 8"DAM.11'CT.'X2 50% REMOVE/MITIGATE I5'OVEAHANGN6 PROPERTY EXISTING TREES I1. QUE BENJAMINA 10"DBH. 'CT.' 609E MITTGATE 625 rro ON ADJ.PROPERTY: 13. QUEEN PALM 6"DBH.10'CT. 60% REMOVE/MITIGATE D OVERHANGING CANOPY SHALL 13. QUEEN PALM 10"08H.10'CT. 50% RE MITIGATE ATE BE PRUNED BACK TO ALLOW i s. COCONUT PALM 10"DBH.20'CT. 709E REMOVE/MUIGATE THE PROPOSED BUFFER TREES 15. COCONUT PALM 12"DBH.16'LT. 72% RWOVE/MTTIGATE ALL PRUNING SHALL RE IN ACCORDANCE E' 16. QUEEN PALM 7"DBH.14'CT. 50% REMOVE/MITIGATE D ASPFMLT "-'" TO ANSF300 STD'S AND DONE BY A W 17. QUEEN PALM 10"DBH.12'Cr. 60% REMOVE/MMGATE 8. WASHWUONIA PAW 14"DBH.14'CT. 65% REMOVE/MMGATE 1 T PAVEMENT•• CERTIFIED ARBORIST, w 19. QUEEN PALM 12"DBH.12'Cr. 75% REMOVE/MITIGATE Qfl 20. CHERRY HEDGE REMOVE ¢ 21. SPANISH BAYONET REMOVE -o 22. LIVE OAK 3.5"DBH.18'Xl0' 409E REMOVE/MTOGATE 100 D 23. SABAL PAW SPROUT REMOVE 2q 24. BRAhUAN PEPPER 14'X18' REMOVE/MMGATE 324 pEVLSI0N5: 25. BRADUAN PEPPER 14'X/B' REMOVE/MITIGATE 324 (� 26. FlCUS BENJAMRU 8"DBH.MULTI 161X12 40% REMOVE/MITIGATE I. ORC rev 11-5-19 2 23 r/ 27. FlCUS BENJAMINA 12"MULTI 16'%11 4096 pEMOVE/MMGATE 196 ['Vy 28. CARROTW000 2"DBH.12'%10' ]0% REMOVE/MMGATE Too REFER TO SHEET L-1 FOR MITIGIA ON TREES PROWDED 3 (13)PALMS TO BE REMOVED-13 REQUIRED BRAD N PEPPER 648 X.25 X2S-162 SF. -- - a S LEAD TREE 144 X.25-36 SF. BE..V.41 FICUS 965 SF. "JIINlJ1 FICUS 424 1,11-106 SF. D0.0 re 11-5-19 2a \\ g V W LNE OAK.I00 SF. DHEET TITLE:: D •, i �� $ uj TOTAL-1,594 S25 Xg, U_ TOTAL-1,5945E/500-4 UMBOL TREESREQUNtED(SEESNFETL-1) EXISTING TREE • Y.nuix 4 PROP BULL LL SPECIMEN REMOVAL pF w3f+l1MB0 LWB023" DISPOSITION LT POLE 'WDzoNE \ I To"NE W Z REPLACEMENT VALUE.$800 X 2.7 X 3 X.75 X.5-$2.430.00 PLAN N D TV. I R�, NOTE:NO TREES SHALL BE REMOVED OR RELOCATED WITHOUT A TREE REMOVAL LA OF AN'A D Illl I� �m LEGEND �sI 8 \ O TREE NO. EXISTING CANOPY TREE TO ,a D REMAIN PALM TO REMOVE ••• 1 EXISTING PAW TO REMAIN J =LL D �' I •-• 0 �Q RELOCATION/TRAIL9PlANTNG NOTES = W W D k 4: 21 Al ebocad m. Wn 9•(mewed 12•tb-emda) 0 9 "I be'W c w uYq a 90'traa apa k,by an operrtar Q W D 1J 'mB 0 AMwWnmd.H and Inhadlat'o I-I TM LMr b f Ws LL Q awply a wnpw+aa vpaNe o } S• pi of wart lgon nptrL ConV1 I.r 00..BXe to root Z Z tL 1 (TM pnnM Van•min.of 6 weeb prior[o mlocatbn. Q VM_ t T Trees IaryeY[Mn 9"d.(measured 12'Wwe pods)ahaA be g' •"� mot p,-d br hand by a m tJfWd a,b.r ..-.`-- Oaks"I be root prurwd,mh of 12 weeb In Talon co 0.f L.P. 9 I Landscape ArdXUR'a approval and apt4'JM mlaotbn ----- --- - - B pnntp TYP._ __-"-'�- ' apetlfld0wu,hal ba replied mot 7 2 w.eeka prbr ____ _____i__ � � [o mbcatbn b not posaWla. _ _= _______________ _____ CONCRETES Np soe le,of tme a9w1 be rtaed MN leu Nan 6 weeks PAVE AREA.22420 SF 6. __ I Tin brper than 9'((nwwed 1 a above pale)shall be t s mWc"by aam by wnpvry xp"nmd and mined k1 thb ama.The W Wope NW tact MI)npply,Ilat 13 of bd m"p -W.of IN.type of work upon mI,, . 17 % h b the contractor's msp-bi ty to total 2 Semponry p trip eta,ratan.to cover a_M Ne tmea adwduled to, EAL+ mboced.TNa h- tb Water am power solace.bN Made tore s t have two flood"I h MWn a d bens ouMrsrE •, o , aJTk,the mol .Each palm ebl hsys aw flood bubbb h a eo8 berm,round the motbe6 i vRr[A i i _ - A be 1 tme rob w. h t,ayatem Ld I .faded Pdor m 14 IS 20 18 O i Each tree schedded m be rNavbd ahal ba krlprted BCALE�I"9B 19 hvnad.tely blloMrp root prWrq.Tmn rot adwdWed hx ---.. -______ mat prinhp shall be Wpatad a the aa,,a tkna and by the DATE DRAW 9-IRY19 me method as mot p..d tines. SHEET NO. B.A Ne 1 ay.t krIp lJN ea&alorJted tin shall be PALM RELOCATION NOTE: kMtallad Im Xtely fdlowhp mb..U- RELOCATED PALMS WILL NOT REQUIRE ROOT PRUNING,HOWEVER THE ROOT Both of them ayatema w1111"to on a ech,&"&larmhad I -n BALL SHALL BE DUG A MIN.OF 4-IN DIAMETER.CONTRACTOR SHALL ENSURE by Uwu ruPonamla hr tb mlacvtbn of Na tma,ob h L L NO WATERING DAILY FOR A PERIOD OF 2 WEEKS.REFER TO SHEET L-3 -alder d-Pf Irae apaclae and a XI type. FOR PAW GUYING DETAIL. I e Plla l of al-tad tmm aI,aR alw adhere m all datMla OF-3 and NMciflcatlom applicable to r ,y ate*. MA—R PLANT L ST CITY OF DANIA BEACH LANDSCAPE NOTES i.A pre-wns bull meeting w,th the Dania Beach City Arborist is required poor 'w Gxn nr M to laotlsosping acth,ties Intludin9 removal of trees and/dr Installation of plant ruasusxovsn an•xs°•.aex_n,u. �,..awe�xomMutixn r.r4x,Tn¢uw, amn�pm naocc T,'wICP��p�� mwwrv"iwuE x°r.um°wuwmw� g",�,e"-IR-,'"o e� matenal.Call 954-924-0423 addhr—m of 5 days prior to 1111116 start date to uvs xwwvva vuww..c runmouiov ��:xr v"vM• ro:s.e"str .wz schedule pre<onstmcti,,meeting. Clei cxereouuxda�c"cu _w°x n-an n o.c. as � w 2.All existing trees p posed to remain are to be sep un4M xrtta n, ara[etl from the limits of disturbance of the tonstructlon area by tree protection fencing and sighage.The - tree protection(along shall be located at the edge of the tree protector.no as rsaMnMw,s wuwwav Fdt °x n nvmiom .1.. tx depicted on the plan or at the edge of the drip-Ilne(s)if a tree protecion zone is not tlellgh-d.No matenal stooge or d.dat—n access is permitted within the n•x rs•a tree prdlb_ r�"w'� T onto - - n es shall o ANSI A 300.landed.to corre CLw "'�.,I"Twn�` #�# II Mronnro cauxn na haxalyds rig be be pmnetl t ct potenoir ®"'^'^w"'¢"'^"" �ixtcu r a x�.� ,�" Fi.` 4,A tree removal perm t s requ led poor to removal or relocat on of any Vee or v IN tS ow.9."d..w palm Con a the Dana Beach City Arbanst at 954 924 68DS to oInta,peon t "'�1Y1°"" tnformaton SINGLE TRUNK GUYING AND PLANTING DETAIL x�r 5,land—,or.ontraemr shall notify sunshine one Lan of R-do,Ind.at t-Boo- 432-0]]0 a of 2 lull bus ss days on.,to tligging.Landscape HO^derg SMALL PALM PLANTING DETAIL pncracror is responsible for avoiding damage to utfh-from plant install,fl— leAx xo¢o�cxrmuxn+�r ea tmro¢cae 6.Tree relocations: umrovav a.Existing trees to ba relocated shall be root pinned a minimum of 12o days RE—DNS: prior to relocation xav oc.sss aeww¢xa .ir.M oc1 ss b.Minimum root ball sizes shall be In acmrdance with AN51 standards as DRL rev 11-5-19 x uaoram mavu,wcv fellows: Caliper Mlnlmum Root Ball Diameter rrtr r.vanvcAra "i 116 Mxxorxmmr.ea 2 24 or.ox.mx ,mrmwx«oewzw — 3 32 _ maarvre CAl s .m r e vOT sm 442 ff°.�' maT"usrxw 5 54 770 v�� o.rour�a o n s u 6 B0 nw000 spp a ctmmwc u rt i xnra sxvxc.cx 880 - EET TITLE. 21 or, 0 8 12 inches per Irwh or trunk diameter d = xxarcxesce".a xxanri mm�.aauuta cs T-(planted trees with urdarsizetl root balls may be r.jed,.d by the City LAND9GAPE Aibonst and replacement trees may beW rexed. tPs._or_„ a tnr.mi aw.anxi xo¢mromrw.eaexev. a c.A temporary Irngatlpn system shall ba provided during and for the first 40 DETAILS AND b days a"ef—1 pn'nIng. 5PEGIFIGATI0N5 ],All planting must follow planting specifications and details shown on the plan. 8,Substitutions of plant species or spodficatons must be approved in Vanttng by the Lv`ixav`" n`x. " Dania Beach City Arbanst pnor to use. mv,K,amr--- °.m,.ara: 9,All plant matenal planted par this land scape plan shall be Florida Grade#1 or " better,as specified in the cun..t edition of the Ron&Department of .mdrmrxnn. nea�wsm Agriculture's Grades and Standards for Nursery Plants.Damaged plant matenal MASTER.CANT LLST shall be,elected and mpaced pnor to installation. SABAL PALM PLANTING DETAIL �� 10.All sizes shown for pant dr—dal are to be considered minimums. r— l n ITI' 11.Where q...tites and/or species differ between the planting.plans and plant lists, �.- "ozlarN! the plans shall take precedence IIBB rxn rmmo " a creiw.._ ue 12.All new plant matenal shall be warranted by the landscape contractor for a _u- tl of one gg1S rtu xoutuo _ -a r Tha warrant iod ee per shall begin after acceptance of the pants by the City J V R oxoucxrrotsuxrr. Arbonst O Q Q 13.All punt beds to be treated with pre-emergent herd,ide prior to plant,,. 1DLj LLRB v aertarncxsmxc,a all as ax. R 14.All tree and palm staking and support shall be removed one year after installation. "Y' IU LU Rotwmm�auxty 15 No f 'I' hall be apnhan!to newt'planted trees and palms IRggYi pEEnattd z . 2 bR EQ— 16 All andads,,A ate,al shall be thoroughly watered at ohe dme of piantng,no dry L ER Mntl v-AcruRER 1/2"eELOw GpnpE Ile -g pe d. lu ttu - e'a"r .xavnu.xrmuraxce t SREfhICAtDNS 171ands.ape contractor shall be resporwible forp—W,,[eMd.,water 0MFMa w.M eaxx provisions unto such time as the irrigation system is operational. Z Z �( y r snowas D1JG x ulr onx x e 1 18.All wire guys and/or fabric straps shall be Baggetl with florescent colored tape. ` Q 2R"1?.MIN. 79.Mulching: F Y rara+� ,ease r�Rm a.All landscape areas not covered by sod shall be covered by a minimum 3- 0 �Q r"ru a inch layer of mulch. W' wA xt¢ vARi.s b.A mulch ring wth ad's of 24'nches(48 inoh dame[.,),is Q ROOT BARRIER DETAIL requ red around all n y- [II d tees and palms a ,.ranter vu.M s c.Cypress mulch shall not be used u o¢ourirttotuA.ars u.r.5. 20.All new landscaped areas shall be excavated down to a depth of 24 incbes below SHRUB PLANTING DETAIL final grade add back filled with clean debris-Tree soil Construction access shall be 'cted I—the lantlscape area after evovaten and backfll is complete. 21.All lantlscape areas shall be finish graded such that they am a minimum of 3.5 inches below s.—ol ing paved..Races so as.1 to Impod.the flaw of drainage Into landscaped areas and to allow for a 3-lnch mulch laye, oxMtgmouxxa edean4.enpx 9EAL� ' O p®n®wao lax tv aoErtRA gRaREw � ' Ixwle" to lwvre' sAIIEaAaarlI SCALE: "=10' or DATE DRAWN:9-19-I9 SWEET No. SOD PLANTING DETAIL _- - - Z. 3 evaF n.. TREE PROTECTIOWTEMPoRARY BARRIER DETAIL or-3 r„ ---�— EXIST.6 WALL NEW 1"RIRIGATK,NII METER IIi ANYeWGATd 51°xT1 OU15DE KEY III IAfF: ..uasR"14..roNo,N..R1N.O .A �1-�II11�..II �� oR YAr°wr1,R1w°u>vm Ar.cwlElEVTn ros581E upNl to ui ldw¢aeE+Rrvr.4 _ y 6 B TTH R'D u°'1 AND BACK ROW THE RIDE9EN s DRA-FRIM 11E HN—KN SrNEDIid THE ''ff��YY--rM 811E RIN R31&:IeG lFE eEn R31L4NrATd Of iNE R/JMD YI2 .oarauxNa. oes.e�vra DE RS 7R-6.•, ` 6 6—— 6 _ ' • . est VICE I \ AR RYfVE,WKIRK# E ➢AQ wRH50fi 0VERA�Y.SxD4D p5[IEPAN�S II =_� V dG R� 8 v,\IIJ11 ARSEwSE TE RDD IIE WNIAILIM9—W1ADA1ST[VIfF TA20RIN^1x. .mw.ER..N.Iw 1„Is SLEEVE I TE CIROPAC1p19Vll eE RSp�Em RPM ANY UAMAlE DarEro TE MAINLINE I IAIOSCApNGKAIEALT61MWT0NEETNurdi E11-11EItfAN°Ild. SNJ • a � � I Y sKaG rRN+GLE rEB rtb uDEx oPtNSPEE. -.t I R E,sAs rErrss�AEr�rr roraw nsrErts =3GPM DE6d SPEED 3311fi1 D T,EIE sLUL eE w KunrE ito1DR3G wR,R1 rtE 01EVE a EY6R1G rlEFs l�bl � � Rst � neaesw3uEwuo Duc mn«n�A t SLEEVE MxteMOR SxA1>_�a1ro Wt°61S1R[0.AN iOR PRROSED AI°DDfitNG INTERNS 1 SLEEVE �-1 i ! WNIIVCrg131NLL VlisYllE tLulpr6aEm,wGwrInR35En U,u,ES ASPHALT y\7 PROIIm GfaRIKMOIIL DWrMC10RR1wLL AgUSi EQMEM W1ElE NE25iAET ,YT PAVEMEM 70 roAva°mrEUDEs 82 �I( IDY ,•r•^ — YE PIPE SLEEVING SCHEDULE SLEEVE �� ZONE 1 ;�w r_-J.y,D nt 30 GPM ° ,Mr',.r ,^ 2^ REVISIONS: O .eAT,q .N m m.eD. . 2. ____-_ to lrlro� 11/2• 9• ,: IrrevaE. to mEDme 2• 4" 8' = N rxome s gi /(T)Y� ry A \ set uu SHEET TITLE: B W s w SCHEMATIC NOTE:CONTRACTOR SHALL FIELD VERIFY ALL / -- +s..ts'N�u �f PROPBUIL W LL LANDSCCOV GEWITHASAREIERLATEDWRH100% IRRIGATION -LT.POLEI 1DAON0 xwc - T011NE Z MAY ADD,REMOVE OR RELOCATE HEADS TO PLAN 1 ` � i ACCOMODATE SUE CONDITIONS THAT MAY VARY FROM THE PLANS.CONTRACTOR SHALL WHIMVF WW IRRIGATION SPRAY ONTO HARDSCAPE SURFACES, STRUCTIIRES,UTILITIES AND FENCING. CONTRACTOR SHALL USE SPRAY RISERS WHERE .' NECESSARY WIN LARGE SHRUB BEDS. CONTMCTOR SHALL SLEEVE ALL PIPING PROPOSEO UNDER HARDSCAPE SURFACES IE.SIDEWALKS,PAVERS A I 0 J (vTT, CONC.OR ASPHALT. w Q UUUUUU , ___________ 1 F-- CONCRETE, I PROPOSED REDIK:ED PRESSURE VACCUEI est,I SLEEVE J Y .' ^-[� BABACKOW ow— SLEEVE ," R PAVE AREA.22420 SF -_ waTTS- ,=SLEEVE ZONE 2 D 28 GPM a.�.w NETER A D 1"BACK FLOW - _4;M METER AND BACK FLOW BEAL, 1 "�=- -'- -'• .JI' 1 1 DEVICEHNALLOCATION DETERMINED BY GG 1, I C ,o- :'B '• .B I a''_� - B re IB ydi NORTH 1 SCALE:0-10' I I 'emu I aLE• 16�1'-d' ATE DRAWN+8-71-16 0 KNOW wxATs eRLOW SHEET No. ALWAYS(ALL 811 BEFORE YOU DIG ^v^ 11 CONTROLLER LOCATED ON OUMPSTER ENCLOSURE WALL I � AIN SENSOR � nYimMresvm ALL ON.—TEII LL<B"ABOVE ADI.—1 NEA05 IRRIGATION MASTER KEY IRRIGATION MASTER KEY Z"I 11=1 V-T- =T k El .1- 0 IR_RlGAMNCONTE(XLERMOUNTINGD—L REVISIONS:ZIMm WMATION DETAR.- SHEET TITLE: IRRIGATION DETAILS AND T' 51"Er-IFIGATION5 [IRRIGATION DETAIL- PMY x NOTE:IRRIGATION CONTRACTOR SHALL BERESPOSiBLETO Lu 3: ADHEAR TO ALL MANUFACTURER'S SPECIFICATIONS,CITY,COUNTY AND OR STATE REOULAnONS FOR INSTALLATION OF IRRIGATION EQU7PMvNT. C) Lu LL rc IRRIGATION DETAIL SPRAY MEAD DETAIL THRUST BLOCK DETAIL .T 3EAL' 00 AL. I 1 2 DATE DRAW 5-14'15 SHEET NO. IR-2