HomeMy WebLinkAboutR-2021-116 East Side Five, LLC (Atlantica) Site Plan (SP-018-21), Flex Units (OT-020-21), Waiver of Dumpster Enclosure (OT-029-21) REVISED 8-13-21RESOLUTION NO.2021-116
A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF DANIA
BEACH, FLORIDA, APPROVING THE SITE PLAN (SP-018-21), THE
ALLOCATION OF FORTY-SIX (46) FLEXIBILITY UNITS (OT-020-21), AND
A WAIVER OF THE DUMPSTER ENCLOSURE REQUIREMENT (OT-029-
21), SUBMITTED BY LEIGH ROBINSON KERR & ASSOCIATES, INC., ON
BEHALF OF EAST SIDE FIVE, LLC, FOR PROPERTY GENERALLY
LOCATED SOUTH OF NE 2 STREET AND WEST OF NE 6 COURT, 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, Leigh Robinson Kerr & Associates, Inc., on behalf of East Side Five, LLC
(the "Applicant"), is requesting approval of a site plan (SP-018-21) and the allocation of forty-six
(46) flexibility units (OT-020-21) to permit the future construction of 124 multi -family dwelling
units for property generally located south of NE 2 Street and west of NE 6 Court, 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, the City Code of Ordinances, Chapter 28, entitled, "Land Development
Code" ("LDC") of Part 6, entitled, "Development Review Procedures and Requirements," of
Article 635, entitled, "Site Plans" of Section 635-20(A), provides that site plan approval is required
prior to commencement of construction; and
WHEREAS, the Applicant is requesting site plan approval to permit the future
redevelopment of the subject property pursuant to and consistent with the attached site plan
provided as Exhibit `B"; and
WHEREAS, the Applicant is requesting the allocation of forty-six flexibility units (OT-
020-21); and
WHEREAS, per Part 2 of the LDC, Article 290, entitled, "Garbage Dumpsters," Section
290-90, entitled "Waivers," provides that a property owner may request a waiver of the
requirement for a dumpster enclosure in accordance with the public notice requirement of article
625, Variances; and
WHEREAS, Section 290-90(E) of the LDC provides that the City Commission may grant
the requested waiver upon consideration of the factors identified in the LDC; and
WHEREAS, the Applicant has submitted documentation justifying the waiver request;
and
WHEREAS, the Applicant is requesting a waiver of the requirement for a dumpster
enclosure (OT-029-21); 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-018-21), the
allocation of forty-six (46) flexibility units (OT-020-21) and waiver of the dumpster enclosure
requirement (OT-029-21) will protect the health, safety, and welfare of the residents of the City,
and furthers the purpose, goals, objectives and policies of the City's 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-018-21), attached as Exhibit "B", the allocation of forty-six (46) flexibility units (OT-
020-21), and the dumpster waiver (OT-029-21), which is made a part of and incorporated into this
Resolution by reference are approved.
Section 3. That the approvals granted by this Resolution are subject to the Applicant's
compliance with the following conditions:
1. Prior to building permit, the Developer shall provide signage at Fronton Blvd. and NE 2
Street providing direction to use Dania Beach Blvd to travel south on Federal Highway.
(Planning)
2. Prior to building permit, the Developer shall provide conceptual designs for potential
roadway improvements on NE 2 Street to be approved by Public Services. (Planning)
3. The Applicant must provide a copy of a plan or contract detailing trash collection services
for the individual units on the property. (Planning)
4. The applicant must control dust during construction by taking the necessary steps and
appropriate actions to retain dust at the immediate vicinity of the project, confirming that
water supply is available, and ensuring that no dust is transmitted to neighboring properties
or streets. In the event that construction activities affect neighboring properties with settling
dust or construction debris, the applicant shall provide third -party car washing services to
those affected. (Planning)
2 RESOLUTION #2021-116
5. IMPACT FEES: At the time of building permit an impact fee in the amount $169,136 (124
D.U. x $1,364) will be due for Recreation and Open Space; per R-2014-071. (Planning)
6. OTHER IMPACT FEES: Other Impact Fees will be assessed at the time of building permit
in accordance with Article 810. (Planning)
7. PUBLIC ART PROGRAM: Per Article 811, the project is estimated to have a construction
value in the $2 million range. The Public Art impact fee is estimated at $10,000 (one-half
of one percent (0.5%) of construction value). The final amount will be calculated and due
at the time of building permit issuance. (Planning)
8. Provide elevations for the clubhouse, which shall be designed in accordance with Sec. 205-
10. (Planning)
9. Provide additional Fire Department Access Information as follows:
a. Fire Lane locations and striping detail (demonstrated)
b. "NO PARKING" sign locations and sign details demonstrated
c. A note or detail identifying the design load for surface compaction of all non -paved
roadways and/or Fire Department Access Roads (where applicable)
d. Building Accessibility
e. Load Limits for Bridges and Grading for significant changes in elevation (if
applicable)
f. Fire Department Access Routes During Construction (Fire)
10. Additional Water Supply Information as follows: Locations of all Post Indicating Valves
or Underground Gate Valves, Double Detector Check Valves, etc. (Fire)
11. A detail sheet accompanying the Civil Plans with the following details:
a. Fire Hydrant Detail
b. Bollard / Impact Protection Detail for Hydrants, FDC's & DDCV's
c. Roadway Pavement Marker (RPM) Detail for Fire Hydrant Locations (Blue
Reflective Markers)
d. Post Indicating Valve Detail (where applicable)
e. Underground Gate Valve Detail (where applicable)
f. Backflow Preventor / Double Detector Check Valve (DDCV) Detail (where
applicable) that identifies the DDCV as being listed for Fire Use
g. Signage Detail for the Fire Department Connections (where applicable) (Fire).
12. Address Detail — Contact the Diana Beach Fire Prevention office at 954-342-4262. (Fire).
3 RESOLUTION #2021-116
13. An egress plan demonstrating and dimensioning all common paths of travel and travel
distances to all exits within the buildings and/or structures. (Life Safety Plan) (Fire).
14. Minimum Radio Signal Strength for Fire Department Communications — See details on the
next page. (BDA) (Fire).
15. Any road cuts for utilities, curb cuts and/or others with the City ROW shall be restored to
full lane width for 50' minimum length centered on the proposed cut. (Civil)
16. Provide Maintenance of Traffic (MOT) Plan by a licensed General Contractor/Professional
Engineer in the State of Florida (If applicable). (Civil)
17.In accordance with City Code of Ordinances in Article 415. SIDEWALKS AND
SWALES, Owner is responsible for the construction of sidewalks / swales within the road
ROW when buildings are constructed or substantially improved. (Civil)
18. Detail and complete engineering plans and satisfactory Drainage Report/Calculations will
be required prior to Building and R/W permit approval. Preliminary Drainage
Report/Calculation and preliminary plans are provided with Site Plan application. (Civil)
19. Provide utility piping conflict details plan, along with documentation to demonstrate
acceptability of the separation between water, sanitary, storm -water service lines, etc.
(Civil)
20. Show also all existing and proposed utilities on the landscaping plans for potential
conflicts. (Civil)
21. Provide ADA parking, access / driveway, and sidewalks /ramps including dimensions in
accordance with Chapter 553 of the Florida Statutes. "Accessibility of Handicapped
Persons" and latest edition of "Accessibility Requirements Manual" by Department of
Community Affairs, Florida Board Building Codes and Standards, and'in accordance with
Americans with Disability Act (ADA). (Civil)
22. Provide drawing file (dwg or dgn) disk of the approved site plan in Florida State Plane
Coordinate (NAD 83). This should be addressed as part of the final submittal. (Civil)
23. Provide regulatory agencies' approval documentation and Permits/Licenses (as applicable)
as part of the final submittal, prior to issuance of the Building Permit (Broward County
Surface Water License, Environmental Resource Permit, Broward County Wastewater
Permit, Florida Department of Environmental Protection, FDOT, BC Environmental, BC
Aviation, BCTED etc.). Also, include Utility / Right of Way Permits from City, Broward
County, and State Roads as applicable. (Civil)
4 RESOLUTION #2021-116
24. Modify Figure 3 in Appendix A to include the intersection at NE 2nd Street and US 1. (Per
revised traffic study dated August 2, 2021)
25. According to the provided PSCF data included in Appendix D, the PCSF for the week of
the year when the counts were collected (7/15/2021) at US 1 & NE 2nd Street is 1.20
instead of the used 1.12. Please revise Volume Development Sheet, Synchro Output
Reports and Tables 2, 3 and 4 of the report. (Per revised traffic study dated August 2, 2021)
26. Please double check the calculation of the growth rate being utilized and provided in
Appendix D. If needed, please modify volume development tables, figures, and Synchro
output reports. (Per revised traffic study dated August 2, 2021)
27. There is a discrepancy on the dates of the counts that were conducted for this study. The
Executive Summary indicates that data collection was conducted on Tuesday March 16,
2021. Page 6 of the study indicates that existing volumes were collected on Wednesday 20,
2021. Please clarify. (Per revised traffic study dated August 2, 2021)
Section 4. That pursuant to LDC Section 635-100 "Expiration of Site Plans," the site
plan (SP-018-21) approval 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 5. 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 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.
5 RESOLUTION #2021-116
PASSED AND ADOPTED on August 24, 2021.
ATTEST:
APPROVED AS TO FDRM AND CORRECTNESS:
THOMA�S J.
CITY ATTC
TAMARA J
MAYOR
6 RESOLUTION #2021-116
EXHIBIT A
Legal Description
THE WEST ONE-HALF (W '/z) OF THE NORTHEAST ONE -QUARTER (NW '/4) OF THE
NORTHWEST ONE -QUARTER (NW'/4) OF THE SOUTHWEST ONE -QUARTER (SW'/4) OF
SECTION 35, TOWNSHIP 50 SOUTH, RANGE 42 EAST, BROWARD COUNTY, FLORIDA;
LESS AND EXCEPT THE NORTH 30.00 FEET THEREOF FOR RIGHT-OF-WAY.
SAID LANDS SITUATE, LYING AND BEING IN THE CITY OF DANIA BEACH,
BROWARD COUNTY, FLORIDA AND CONTAINING 203,371 SQUARE FEET OR 4.6688
ACRES MORE OR LESS.
7 RESOLUTION #2021-116
EXHIBIT B
Site Plan
RESOLUTION #2021-116
DEDICAndJ
SIA 7E OF FLORIDA KNOW ALL MEN BY THESE PRESENTS that EAST SIDE FTW.. LLC Florida iknited l/abdly company;
BROWARD COUNTY SS a er of the / ds do so in and shown os lndudod in this plot, has caused sold /ands to be
subd fd d and plotted as shown hereon, sold plot to be known as 'ARANACAd AT DAAMA t -AIYt : being a plot Of a
portion of the 5 thwest one-quoiter (SW 1/4) of Sectonn J$ Township 50 South, Range 42 East, CTy of Dania Bea'
Nome of witness printed
Witness: _______—__— Name of wftness printed
PLA T BOOK ------ PAGE ___
SHEET 1 OF 2 SHEETS
COMMUNITY DEVELQPALENT DIRECTOR
This plot is pprowd and occpted I record this ____day of —_—_ 202___
By ____—_ Nome PrintedEleanor Norena. Director
C17Y CCVM/S.40y
SIA IF OF fZ ORIDA SS THIS IS TO CERTIFY.' That this plot has been accepted and opprowd to, recod by the CITY COMMISSON CF
COUNTY OF BROWARD THE CITY OF DANIA BEACH, FLORIDA, in and by ORDINANCE Na 2021 odOated by the said City Commission,
this _ day Of 202.
A/I pplicab/e con encyl pact fees ! the construction, eapmnsip, and/or ca —ian of a buffding within this plot shaf be paid on
the date of buildbng permit issuance.
By —__—_—____—__—_— Tomaa James, Mayor, this __— day of _---------- 202__
Attest: _—__ Tom Schneider, City Clerk, this ___ day of _� 202__.
CITY ENIXNEII7
This plat is pprowd and accepted for record this ____day of � 202___.
By Name Printed.' —________—, CIty Engineer. Florida P.E. Registmtion
This plat is pprowd and accepted for record this —___day of ------ —_� PO
By. _ Director / Designee
ACKNOWLEDGMENT
5TA TE OF FLORIDA The Ao going lnstmrnent was acknowledged bolae me by means of physlca/ presence __ or on/tne
SS
COUNTY OF BROWARD natorizalion —, this _ day of 20 by die—W L. Ha/ being
the Man 99CL of, as of FAST MOE FIa Florida limited l%nbd/-ly company,
On behalf of the company.
This plot has been —w-ed hr conformity This plat has been pprowd and accepted for record.
with Cripter 177,, Port 1, f7 do Statutes.
She /s
( J pereonody known to me or
has produred __ ___ _ _ ____ , as id ti8colian,
y ------- —----- —----- — —_ By _--- —__—__--_________
and
Robert P. Legg, ✓ (dote) Alejandro Perez (date)
[ J did take and ooth.
Professional Survey., and Mapper Acting County Engineer
( J did not take on oath.
Florida Registration Number: L540JO 7�� obbn
Registrlonal
Number JJ277
NOTARY PUBLIC __—_—_---_---__ STATE OF FLORDA
BROWARn CO' NTY P1 AAQVING COUNCIL
Nome of Notary prnted
THIS /S 70 CERTIFY, that the Broword County Planning Cpncd pprowd this plot subject to its campllance with dedication Of right -of --way
Aar trofhcw n this ------- day of ___—_—_______. 20__ By. __--__—__ChOkpereon this
My Commisei6h f ________ Evils. _________ NOTARY SEAL
plot campllss with the approval of the Broword County Planning Council of the above dote and Is ppr wd and accepted for record
this ---- —day of --________. 20__. By. ___ ______—_—_ — E utiw Director or Designee
7H/S. IS TO CERTIFY.' That this plot complies with the provisions of Choate, 177,, FLOR/DA STATUTES and was accepted for record by the Board of County
Commissioners of Broword Cpnty, Ronda, this_____dy of__— ----- � 20_—.
By.—_— _— Motor - Cpnly Commission
SURVEYORS t2R77FlCATE
SIA TE OF FLORIDA SS t HEREBY CERRFY That the attached plot is a tine and correct rpresontotkrn of the handsrecently sawyed,
COUNTY OF BROWARD subdNded and plotted under my peso— e, direction and supervision, that the sur y data shown complies with the
appticob/e r g emmts of Choata 177,, FLORIDA ST4IU7ES and further that the PERMANENT REFERENCE MONUMENTS (P.R.M. S) were set in
accardonce with Section 177.091 of said Choate, 177,, on this _ ____ day of 2. This plot con/ s to a// aplicob/e
sections of Chpter 5J-l7.0,, FLORIDA AOM/MSIRAnW CODE. rhis plat doted at Fat Laudar to/e, Rondo, this 4M day of danuaw 2027.
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aRDT aa:. a fuE pRf;R<Dr GLL<RTER a iwE Nq¢rw:HDT GtiLRTER
I a T@ DPJtWCai OL4RrER a DEL::Pi b, TgWeaW Da 6Dui:+,
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LgRDeee REGDRDED N D!!D ecoc Dal. reDE y, p T! RUD:IG
': RECORDS OP BO'WAI®GO.Nn,s�CR®<
'THE DANIAN5 NORTH PROPERTIES'
(ADJACENT PROPERTY TO THE WEST)
'COUNTRY SaUIRE PROPERTIES' E C� (ADJACENT PROPERTY TO THE EAST) S 6 T A L A N ]v e,
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LANDSCAPE ARCHITECTURAL PACKAGE FOR:
ATLANTICA
Dania Beach , Fl 33314
a
April 12, 2021
DRAWING INDEX:
L-0 Cover
LR-1 Illustrative Landscape Site Plan o
L-1.1 Existing Tree Inventory & Disposition Plan
ISA Tree Appraisals and Worksheets v
L-1.2 Tree Relocation Specifications & Details c
L-2 Tree and Palm Planting Plan w
L-2.1 Code Planting Areas Plan
L-3 Shrubs and Ground Cover Planting Plan
L-4 Planting Notes & Planting Details
LTG-1 Landscape Site Lighting & Photometry Plan
IR-1 Irrigation Plan A
IR-2 Irrigation Specifications, Notes & Details
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swa`1.oa
LANDSCAPE ARCHITECT / PLANNER:
Rhett Roy Landscape AmInitecture/Planning P.A. ,T,;
41-2 N Andrews Avenue
Fort Lauderdale, FI. 35501
Ph: (954) 462 0'704 Fax: (1154) 462 0722
TREE NVUNTORT LEG W
APPRWRNTE � OF fiWOPY
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TREE MITIGATION NGTES 6:aailidnq•
CATECARYIINVASIVESPECIESIDENIIFlEDWV FLMIDAIXDTICPESP waIKT+:•rov pies A
PLANTODU IL(FLOM) AREMITIGATEDAT 2 OFCANDPT' REMOVED, Temtallmw.e gr:ep/fa!s ems
CATEGORY 2INVASIVE SPECIES ME MITIGATED AT ONETO E sPea^•^�:eP+�••ewuaee
xom!maxe/xaRwetlmenpl5 rocs ssb� TREE AND PALMS LOCATED ON OR IMMEDIATELY ADJACENT TO THE DEVELOPMENT
PERSEC.B 1MAI(5),NMMIOAMENDEDDEVELOPMEWSRE REAN PROPERTYLINEBWALL BE IDENTIFIED ON THE TREE INVENTORY SCHEDULE AND THE
PN!:peamen APP dw.
ALORIONAL EWb TREEREFUCEMEM. THIS 1.b MULTR1Qt SMP11 BE ADDED T ARBORIST TREE SCHEDULE. ANY GOOD CANDIDATE FOR RELOCATION WILL BE
eue eeeannn APaaaawuefts
TO THE REDLIR13 HOT ADDED
DD TO CATEGORY
1 T2 R R W ESPENHEM. THE mas IDENTIFIED. ALL TREE MITIGATION WILL BE LOCATED ON SITE.
Para 1.3 MULNFlIFF IS NOT AiIDEDTO CATEGORY 1821NVASRE SPEGE3.
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SA a.tlWee
TREE AND PALM RELOCATION
Uri 1,0211,111
A Wak.olda6 root . sera pmltg, lek anon pmo.a,.a. PIa"tl"B aul�{,
reilll G rd MI
B. Rebtad Yolk.
tepecul cordltwro
2.5ocrdlg. 6aabn 02466
3. F.Nh GradFg: Sabmn 022W
A Toll Papr'UOR Tadlio 0"M
6. fires, Pay, 8habs, ad Grwd Cavan
Beabn 02490
b.lidsgroud epHlr Tyrl�: Bectlon 02M
C Tor ad Palo b b• rebored am dwlgaad a Sa da..ga.
D. Tfm oodredar'• aw 411twd fa ana mloation or aI Yaw ad ahrba Sall Fever a
brural free eg liven --. INxtlon aor wattg pat m WYIa ed a —.91l ad
y Ja Ao— Aaaocutic. a N maI
E. Ter toMraaW ahall loon ad IdntIN all mwtk a Air— W tclda eiacNla ubl%
Prot., Elbert opts, eta barons b.93 g any ap,dfbd Work lls m14uW Jrll W
mPorobm fa W'1 d^^^gea b exNttg utllitls.
IM reIARY ATSIN ILE:
A Btmttlg Iraaa/loaka/arnb In owe. arll I. protected I. II oowtim phases.
Ay PUN aI designated to ran. lrvt am samd a 3wWc
tro j.4 aMII be pla-d at
foe conlacmr'a .pass wlIh serer species, aim ad quNy
B. Ary diva or pia fht mat Ron mlocattlg Pal n WWi. dell be WdJTlled with
"mpaa apecined MIL (TEE SECTION 021E) and hm ft rlwl sill wm ,"
grade, CaNaofr al ba lerpovIl for stabfhzkg gadw as will be mcluted N Wa
ba Ja oore 1owrN respa.blllty a rqr 1 r5 pobkw uued by w W, wtd, arasloll
eta, l Ns neblyd .roe eM dgging las aavr i
C. b amaa amm awltlg and Y "Iflad to mMn, oaracfar atoll rq air ad mpuo all
and "t 4 (Waged a dWkrbad by Nw mlocatbn work Sod .peciw atoll be w sear Sa
rM lg and (TEE SECTION 021
D. Wok ooeI . these apacincatbm shell ooarom to 1 c 11l a Pwad paarcaa paved
effeatf'.e by local aNr— prrang amluermoppaerr.,— coaracw a mlI w
a w Wt dwdr aft all imw w a%'. der �vand xetv n.mra-mm wvlvel of robcaf�i
pa wi-ub.
103 SI MITTAA:
A Contactor a •Ldmit a Iw or Oopp I prcadrw, ad bbcr Forts aNmlpetrd rot w
ra Nee ad loam mlools— before work bas-
B u III sdnit a IW atoll pWas Jet rep roottdlre N y sty o tI contractor fall also su nit a McWle t w wNl r ww
bs dg ad mi—ad d mg. apsollo d prmd of Uw
C COMrscbr fall sera= any Pnlu Nat will be mowrod by naaa"t sub, a rw ral
egerclw bear b.genkg Yak
PART I. PRODUCTS
101 CANOPY TREED - MN.rli ROOT RALL SRC&
A Cellos (. adw) 11— Root Eall DWoa
I- 13/4 14 4-4V2 36
1- 1VA w 4VJ -5 40
3 - 4 34 5 - 5 0 4
Largr atsea .anew propauaaahy
B. M.— Bell Daplh
LBelb with dbmsW We tFm 14' - d°Pw rot low then 7f, of dlaslvlr.
1 BWIu aTfh dunow 10-30' - daplh rot Iwo Nan 65N a d1omW.
3. M16 all dWoSW 3"' - depth rot ISM Nan b0e a ftaarW.
A Largo slaw —6 proportional
2M PALM - MNIMM ROOF BALL SIZES,
A Heavy TTuk Tm—
Calfpr Is' abo m goad
S-R' 14' 5-'6 30 5-30 36
D-4 24 II-B W 11-24 47
10A FREE &PPORI&
A RaloIaad —.Py Haw stall W salad Wlowg tfs sea. grNial— wd WiRg owil,
m Wub n Wwirod ere Ne destga for ma 1r 0 pbrug
B. Ra"Wd loam a mm, shell a •teked acradlrg a www wublbhrd a draw" and
III
C No apooaa mt osted to Wpomry rokmg asa will rot rw" M"b"g be "ll rollow of
aIww l Jeee speclfloil . aw M Us dawtg,
2014 MRtILITER
A Tnaa ad Palo nlocaad eras. "ll bs rrNimad a000rdRg W all Fa rw paaad
marub.
B Fadlhmr shall ba
L =I trase: a-la-IO ere dYvbued by Laaco for Rocky RIOho,
Ncldag .a sl000W and WX of th, NNagr dread Ron mlUal a'ganlo
aoaces. All r.tnln. "I] ba apphwr aaadag a tfr awufeava
rararna I ap_InoauoO fa rm pWI
2 Pam lees: 3-3-13 w dYlbulad by Loam W- Roby %ry ' at., a tclda
a.or alaslta, rot Ilnitad a argamas, mg a$ n ad ton All ratllmra
"ll bs appird Sono," tee err aamradNrt apao'ronlom For ma Pattge.
PART S DiI IGN
301 TAC W.
ACaarar4a Jell fbid Nana all law and F WFO d"W'd a tb Pam fa mbmtbr.
Eebl pi t • ll ba fN mrtad by pWtb upa Tape%" YYll dlrramoRub
aralr'af pkm ntenl N b W nbcated a bldtg em a m ems rrelbd omla 1>e
Cora Ryrwwfat" J,II npact ad aapr O WI a Naas rd Pak, be
�N a
302 ROOT PeNh1-e
A Brcadlwr / mnopy trees w im mbretad shah ba root purl (S) woo, betam w ve
Oar. Rapm aoutw atoll ba Ivrod a afw That Haw are raa puad C,Nmda
atoll ales rdo Has aroPy w roomy b radoe awb P—..l dQ.d.g u Nw
apaclw elm ter err ymr.
B Pa. spec. ahll be dg end pi-.d wM. Nr saes day U law apecrflad to Ne
merely, Babel Patlww frad. arah b. Ienwed attely w tfr bud vNoad a aWn 6
- S tdw a Na top of Ya — B Imoe am srawd b. lairs Wina mlocatlon a all
palsy Jes w ere Nx W dla b N. bWd
C. Ralocated Haw atoll be dy W rod ad Wlappod, ad mpaWd aWN fti saes day
n.a,a ball elm ra xy braedl.ar / arepy vw Jell be 24.dw . aldIh ad dapSt
Foot W II saes fall tallow bal ='surclarcb beaad an lea FagN, ahpr, and
•pclw. Snap ad Isom wawa Wa rroww.y an ceder. species arcadtg lrW k,aly
wPad pealcw.
D. We Wag f-Ill ad at." of refloated pat .-.w ahell rolloa gudemw
.k.w area... fleas don.anla For null nalmd puN marul. (SEE
6ECTIGN 04S0) Con wlc Jell oovttaav mpoablllty for mnaro of mlocaad
m WUY rtll proJact final aoupterra by Nr CwITY FeprwwlutMa
E Tor —actor Jell d— Na Sot efbkat tlWW For —N « N
trr/peM a sew cwu ad III d—I pavanrt lobs, wb,.fa in addean to
awry —at Urea and pal •Wp• ad root "'I
•hell b. wpmay --.d
wIft a 4 FL dunmtr Ord 4' depth Ron Ue — a Nr Naapam at gsda All da rN
Imd
Rig Ran Nw ma al JaU bs Nampom d Mon Ne ale ad d",d . a Ivglllaa
nk •Its
3M WATV"
A FolloolI root pntg Nees soli b. wfaaa DAILY for a Prlod a rNs cwrasodNa
alit err r tti nnh daly not pramd Noss crowd b. wt..d a n.Nan a ores evey TJ
Fan utll—I1:tlolt ab W.g Jail W —1 by has a oUr 11 deep roa m
Nato jig nWea Na raol Wit a la
full dePNt lm oo*Solo Jell povd. for all ad" rcs ad" egWpI eaaWula arapt
daprd a wle. mn or o soaps For W.
3E4 IWDLMG AID TRANSPORTATION,
A Tow erall bo poprYy rapped ad tad dr.g mwlrg oaks a Itba an not aaaad
a demgad Tres lmt aro dewiged oYr.g _0 ufll b. MJsasd
B. Traropat pat =WWI a vdicW of ad M. ales to pant wraoidlg, broken
hJe, Follage danger, a root L.11 damps.
C Foot bail shmid b, kept met deg all phial or r,looatma
CARRIER TO FORM A
CONTHIOUS CIRCLE ARO ND
THE TREE OR GRCIP C, TREES,
DRIP LINE
FENCE TO EMEND TO THE EDGE 6 THE
DRIPLINE
OR MORE W4ERE PO"MLE.
T E ROWS LF SPLIT RAIL FENCING (1' X 4')
TO EE PLACED AROUND ALL EXISTING TREES
i0 REMAIN.
WOODEN STAKES (1' X 4" X 5' MINl 04 5'
CENTERS - TO SUPPORT SPLIT RAIL FEN Wa
CONTRACTOR TO INSTALL PROTECTIVE PENCE
CARRIER ARI ALL EXISTING TREES TO
REI1 04- AT THE START OF THE PROJECr-
MNCE TO PMN W4 IN PLACE TWROU LIOIIT TLC
DURATION OF T1E P'RDJECT.
CONTRACTOR SHALL TAKE EMRA CAFE
DURING, EARTMIVW AND UTILITY OPERAi1R-IS
TO PROTECT ALL EXISTINGRE TES SHALL
BE WOPONSIBLE TO REPLACE ANY TREES
DA11C D DURING CONSTRICTION -
TREE PROTECTION DETAIL
N.T.S.
TREE PROTECTION DETAIL
S
'011- VEAVB - 4 PER TREE
D BLOCKPG DA PE
L O IF"
M' BRACES
ED W MOCKI G a FM TIME
BLER FRIMATION LEADS
PER TREE
GH WATERRG SAUCERiWX 4' &TAIT
LED TO BRACE
PLANTING MIX
IW BPECFK'ATION6 FOR
WING I FOR'AT1ON
TREE RELOCATION DETAIL
TIE UP NW 06 41, UM TWINE
(141a E CUr OPTIONAL)
N BLOCKMf SAWED
AR ANP IRNO
(3A x 4 % B BRACES
NAILED TO BLOCKING
3 14011 4N SAUCER {fig
6'
NWis 24 SBRACE
IX51RG COADE
6'Tfl C1EM 84ND
!EE RELOCATION 8FEGgCATIOre
PRNMG AD V*6145 Wowt4TN
PALM RELOCATION DETAIL
U
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V
1Ls'1.2
TREEP4nG NOTES
BO NDARV 11NE� AREAS A,fi08 SD.FT ❑ X. 95,-S¢Fi CATEGORYII�M/fA51VESPEdF510QRIFIEDBYTHE
FLCWIMM1ICPESr PL MUNGL(FfEPPC)ARE
AAI. IUA. �NDSCNPE CTGATED ATEAOFC,URCBAREMIT y...w .w'•"
V.UA PARKING PENINSULAS SEMERY30 PERIMETER ON&T N11NVASIVESPELIESAREMRIGATEDAT
AREA I,1B660.FT. QTY. 23 BUFFER YARD ARE416,516 ONETOONE sti
sEc nsee
SUFFER, ,... S/.MPER—.MEM. AENDD
AREAR0FT AREA 1E-DFT luAAREAB— DaMENTS REMIREANAMTITREE
MS1SMTIPUERSALNEAD®
w.....v
PEDEST FATHVMYAREAS TOTHER—REO LANDPY MRIGATION ANDTOTAL a
REFER TO ARCHITECTS PLANS FOR TRASH AREA13.p0p 9¢FT TREE REMCBAFNf. THE 1.5 MULTPl1ER 19 NDT
---- ®=
2.
PLANTING AREA PI -AN' FOR ��w
ADUTION NOTATIONS It ��iW-4I
DE PLAMINO AREA LEOENO NORTH '-'--'---- '—"—""—
SCALE 1' • i W4
614'-S'
i tree at SO'— 2D Trees (buHeryard req. along adjacent residential property)
rrcn ... i Tree •130' o.n = 2 Trees N.NA. buRervard aloiw adlecenl Rmcertvl _m m 1 tree at 3V o.o. = 2 T
WMI-40-a-
I>R''D. ��9. S. V_L L 1 )t—� oi�� III '�';ISVIL+►_��V � 1�� f. � o'�..
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MSI ADM
RBI.ACEAENT. .SMJLTE MSHALL EE
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ADDEDTOCAT mid1RIVm SPECIES
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TREENDIGATION NOTES
BOUNDARY LINE
AMENITY DECK
aARFAS4,-M,
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SLOG FOOT PRINT
CATEGO 6PCCIE81DBJ71FlLEFPC)
EXOTIC FEET
PEST PINTCOUNCIL(FLB'PCI.ARE
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BEC 3]S1G0
ER
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�NDSCAPE
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F
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V.U.A UNDSCAPE BUFFER
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gtNEYtAYSIPARKING
PER SEC. B]51081A)(B), NEWPNONAENDED
AREA 9,fi05 SO. Fi
AREA 15—S0.Ff.
V.UAAREA63,MEO.FT
OEVaOR.ENT9R�UIRE AN ADIXIpNA15YATRff
TION AN D
e
PEDESTRNN PATVNJAV ARFAb
TO THE REOIARED CPNOPV.RNU.IONANDTOTAL
TO THE REQUIREDTOT&
REFER TOMCHITECTS
PLANS FOR TflPSH
AREA 13,00090Fi
TREERFPULEMBR. THE I.6 MWLTIR1Hi ISNOT
ON 3 SIDES TO FULLY SCREEN DUMPSTER.
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DIMENSIO
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:1
COVER
0A
3
am
CNYOF DANIA BEACH STANWDlANDSCAPE MN NOTES
A) vaRE Y.L
a bqM
�vHBiHe..� R �x�• row
DATE PALM PLANTING DETAIL
GOGOWT PALM PLANTIN6 DETAIL
y 91 �'w eucK HesN ��..
Rurt 91411 - _
LICIs1LAe[D soLL �a PmRWl•
LAR6E TREE PIANNN6 DETAIL SMALL TREE PLANTING DETAIL
SABAL / KASHINSTON PALM PLANTING DETAIL ° OOOORn PALM PLANTING DETAIL
MULTI-TRUW TREE PLANTING DETAIL
e edAMe
SMALL TREE PLANTING DETAIL
%fle PLANTMG DETAIL
SHIM 6Rp1NDLOVER PLANTING MAIL.
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pg
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S HRINK—
LIGHT DISTRIBUTION IMAGE
NOTE; PROPOSED SITE LIGHTING SHALL BE INSTALLED IN
COMPLIANCE WITH ALL MUNICIPAL ZONING CODE
REQUIREMENTS. PER SECTION 28D,10. MAXIMUM LIGHT
SPILLAGE AT PROPERTY LINE CANNOT EXCEED 0.5 FOOT
CANDLES. PHOTOMETRIC VALUES PROVIDED
amas"
ILLUSTRATE THAT NO SPILLAGE EXCEEDS THE MAXIMUM
0.5 FOOT CANDLES ONTO ANY ADJACENT PROPERTY.
LIGHT DISTRIBUTION IMAGE
F
O
rL, ds
12)�, 19
NORTH II II.II .tee II
SCHEAUTIC IRRIGATION SITE PLAN:
NOTE: A FULLY ENGINEERED IRRIGATION PLAN SMALL BE SUBMITTED FOR PERMIT IN
ACCORDANCE WITH ALL MUNICIPAL CODE REQUIREMENTS. FINALIRRIGATIONPLAN
SMALL INCLUDE ALL PIPING AND RELATED CONSTRUCTION DETAILS.
NOTE:
IRRIGATION PLANS.ARE SCHEALATIC IN NATURE
ALL VALVES AND PIPES SHALL 13E LOCATED IN
LANDSCAPE AREAS EXCEPT AT RO.AD'PAVMO
CROSSINGS. All cu fi. mW.—. dWl be in
coot min b Plumbing ---of d. Soulb Fluids
Building Code. Appmdix'F'. They shill din be equal t%
or gruler, dun the "StmdaNS u set forth by the F.I.S.
FL ORIDA IRRIGATION SOCIETY. Nothing harm m
Nind in tlk spmilubans is intended to be in c fiicl
mlh my code cmnplimce. Co —ta shell comply aids
ill code requvemrnla.
IRRIGATION KEY
G O O
RAINBIRD W% 6' Pop -Up Spray Heads
8O
Serles to Nozzles Wess otheralse slxdFkd
SeNes 5 NDZRE
®
VARIABLE ARC NDZZLE
B
CST Cmter Ship
p
EST End Shp
A
AFB —11 Flaatl Burbler
d)
SCST-B Fload Bubbler
ater 1-20 ar RlAg olz-,rp 50M V PRotor hmtlz
HZ
QLA
u h [inter =GPM far nozzle to be hstalletl
LA - BeslRmtes - Lo Mille Nozzle
MINTER I-20 6' PU Rotors - 3 GPM Nozzles
2MV ELECTRIC CONTROL VALVE
Size os shorn
SLEEVE SIZING
LINE SIZE SLEEVE SIZE
W
1' 1-V2
1-VM' P
1-V2' 3'
0)
NORTH
IRRIGATION SPECIFICATION
DBNBRAL NOIES'.
Mgvtlm PMtm hw move. All I M dJl bel Bledwlendmp
vedxwp mw wahtg.s pI am 1vJvev medmm in
uess Wary. ilw}eha0h hmmlld Ned EWd<c e. ALL RITEUNDER PAVMG SHAL1. B65L VE .All mexnalsM I s Wdomrma<n
pmmibiliry a supply NI mexriJ, equipoem and abor m imlall a rompkx. WemOmwL
esshownon Nisplan. Petmiw wd wde cwPlw«e h th reap N a bli or the
pm.ltdme ax Jw�eu p w Om JxPI—IM <wmxcbra rnpmtsibilN bmtiry IM
udixctw WI de imgetim ryeiw un he property modifk4 a acwmmodek Ox six
-m.lsuslm<wmmws,uponsibililymxe dmde symuvuf IlY edrysxdbwe
wti
tun cave eee wirhm oversprvYvmo pvemeµ end Wt W heeds ve xe bpoperh<ighl and
<.t wile m<r 18Me. Tam «now xgPkuammemva. aowmlpw<a
passible opwsiwul selling bpevwrt mimiM or spry Fads. Nry <mditiovs not shown w the
decry dw uvm.mw.aJmP dawi,�ge. P:mmircmuaGm snap
em.aHan h wan�um rwapmv.l m dmowrcmropn<mati.<. Am dmgn amJl h
I,p�Jdau�h' w� wk Ae-bras
pkr r la<ceptaw Ps
�a„wkar n J na<lwng rarc<ti mgw Iwo I�prt b�aen
do BMs.S b I r Ilmpe bewgud dell b<
bYde wmm APpa<J armew pnem u;lh<: wan rule. in wameg..lwllh«Naird
pn« beNk ring 6rmQm IN<iPb <ix.
c.r.mn.txukw snmaamage wrawmgromdwl wmexiamsixiwtip m'rame.
Rgdr ordweees will h the rcapmsialiry o(Ow Oripalwn cmw<W. Se<owrxm
roProronkOve rot deuih. sarm anthiab a d<rmpwibairy arse irtigatim mmmmw. D k
We resposmibiliry of Ox hrge0w canoa<br bxe that aurfau dnwge is NOT modified h'
hie w«k. Allrockshatu Er«phI bde emfau by Om.. . we operesan iv m h mmwed
Gw We six by Jw hrigdms <oimem«.Irtigalion w wdaNubed kMxepweusheU h
repvtrN and rommetl b w«kwg cmdiuon.
NOTEINST.ALLATIONAROUNDBXTSTDIDTR0E5
Trenches w endueuM esid,g tree mmI be.M1eM dug. Extreme care muwbe u� bp<vem
gv b We roes aYwem ofeximitMveev. Rwb Imgm Own li'.duvamdell NOT h cut
mwhamrvradao Owt N<wrhdl Iwo wnh wervlty. mMA W
eM bawd Om ariaGog rags, as Om popmdepd, n wIkd fw w We gedfiulimn. Beck
GWr�gmdne uwxdellhdmm by wssangsh aoilhh Wo Ors sramMs bpmms me
f«mv�gormry akpockemu«W de exuGga rml ryakm.
T'lae ne ge' a pplY is(de y- 1
Y TBM1 1
ADpipe slid hCL Nq PVCww' Sy Mein M1J <h PVC p. Allfµwga
Jwilhwly d h fµwgs uNm shersv ud xd-n Naespaif ore. Dnmt
IW edepkrs nwp r« shmb rams. Stysmn Main shell h Dell eM0.svB Clm 3W
PVC pipe. Haroo cut von GRbpa JwOhuxdw Jl hlleM o-dm ClusZW PVC mdrlbw
r ha T 1 pli sh lmm'JWI fJ .Soh Id
r dhMamd Wnd 'H Jlpapo PV I tying
gene. Me' slnB her r An oOm daO.he
of .Ba C�Ilh tin Idd and lu, ob' wklugv tlw
b vend 'rh Om
rs rMllhgaN - d<opperbratx ductil ddelih wtrd 'deDi
akr-1-1 nxm-I h Sch JO a Sch IV -- PVv andh pave
widkOm black —b epxy pint Use pmpkpipe, W/weOxr appmpnau mmtvgs, m ryrams
miPwhM usbg m<khoed watt. Suann tw ypwJ. tihis opimsregwms eppwvl afrh
1. Auembly rm Bdvem
b. Clem PVC pipe —PVC clone, pi« m aw y.
v. Ux m v y bodied, Jow dry' . hWhwengNglue
d: Krcm mk<W M% r'sa CWbythb4mndecouaor Ow
PVC0 Ia
SLARIVES
All pip undo, pv(w 1pknxr wens uddivnmc.)slwn he sleeved avid Scb.40 PVC
pipe. Slave dell <xxM hymd Om dge ofpremul W shJl h muted TMwaxr We
elvBhmmJid' J e "wbumvlWan of We sleeve. CeP<Man(wakr amdwM
" dbneRw<nkamg. Skev<s ender road dell have emiwmw coven
of lB itxlwa.
TBRUsi BLOCK
tMwt bl«6Ja0h � ell hllxM em mdedeMv ud wMwvmtlwa
chmg®duet hevwg sxngd or31l00PSl or higher dJlhm
( bla<I) hf rxd gavw hd d<mth Wt when imduneged
(wdn T. by mechenieel<Auipmem. Wrap filU wiltD... Uprmm.1. dens
block The spa« htww� the pqe W trerch well dJl h Rlledb Ow high orshe owJde
eawbad BSP— m spook i ssclimw.—.1.-11h—(d< l—I
w�pty ww um Netiarcl9lmtrx.l eode.Bah argeerc mRUJem.W palWe wdg de
bwldhg m elec0ical wppy Imo fen grmrdng pmpues. UL epgoved Grmmd RodsbJl bt
wli:eawa°ambmWe aprcirwA m Hw midmw wimmm. x.di�M<mmmh maa. H
mmww gwmding caunth made Wilix grwmdetg pMka wail specified rukmxckm
Du W I a rein sbul oP deviu mq o(Ilw rm8< of Ibe spmkkn a pv g W c DER requvemem
suavitmewteJmwa egwwwewtpri« m inmlktimof my nth device.
ELE TRIC— VALVES'.
Rei�dvd PG .1 kcoic conool 1 .al vesshallhhouudw ld'e 12'm<mnguL
h boxn«largm wd eduprdemilac«wolVweJmllh Me
ISO PSI wlbghr.Uu bostm Wetwlntwva pusibk.
shellhmadempull braves«vehe bozo DNofidd aPlihalCwxmkatianeve Jwllbe rt<wnmeMMby mamOecwxr. All yliam dell h made avid 3m bend DBi"6 Dimct Buns.
mtrolly. Wee pWlboxn still h ID'rvmd Amekk W oBm vpproved boss. WOe which
mtmW tw dhect bimJ dJl h ivmlted in waver tight condwtw�th weir IigNlmctim
wu C«omwicmimwim fw 3 wire emtroOm dell h cwmecxduWidrg Om d00V wee
mts ss romm meMN by mmm(amuer.
(TYpdkmipnonhrel POmp<mtim JwOMre a w<aum,pnmL lowble
erclnwe. lion JuObv emdppMwid a Dow mesa. [submit
<An t ran.. m<kN
SPRMKLERS'.
AB pitdlm<eMlhWryp fared Ox SpinklaK Ymdilwllh tied b'
1 x<J rU�ede Iledbk I law 1 w s� 1 rM mmm tl
bpL bird Ome Muetr H ityf vri be" mrcwc
p1 nk Iming Aw Uu<ed<ard rirM mJ:Pre -rag deiih2W PSIS
wilidng PVC swmgp x. Sprinkles chilli be m Ousgh wi0 fw gMe aM ebmlwe y
1.Spay heWssNBbe Re�nbird lgW g'popup heedswN
2. SMYheW drvbuw dallhdmb edvpt<mmScb. .H igh bhumbBdwd
byMM<perchkect.Rws dell NOihu�rcx ed ud p�destrien welts
whrc OxY xpwedm demge Gdex mwa uu l2 ppup w teem wrlh
wekrpmrback pint.
3. Rdm wddell b+Jder-Rainbrtd SOW saKK.w Hw 140 mtiee with mmlem
II u W <mtreMs msporuibiliry a mainuhs Om ryaan, r<pnng leeb. repxirirM broken
wen. adirclkM apmkla keen, nmmng ry<mn, u<. wtil Ew awewmx<br uw owner.
mr shJl hwtructrmrcrs maim<rcme prsamel vs b mbmxurce rmPwwems [a
Nk idigmim rymem.
AS -BUILT DRAWINGS'.
CwiVxmr sMli provide'ecbuilt• dmwinga sFmwtrg ell clwgu. All vehu aM ciuvgu or
aepan�a. all mamGcmarvwnnen wmremn wd euarenxu, rwaB.ae'eebutlt' dmwinpa,
mdopmuorel hdwmmwn, dJihovrcd neaten Ow Ovrrcrpi«m md'sv
Iwmotwlm<epmtme. Gwwee pmiod deli nos rommeme wW ell ofaw dmwada
< aeon tmwa wa m dx Dwrca mpmeemm;. e.
O SmortBIRD ESP-SMTe
Modular Controller
3-INCN P1A: SDN 40
CONDUT AND FlmNrs
r CONTROL VALVIS
3 dMNCHDN BDX
B 1-INCH PVC BCH 40
cDNDurt AND OOINGs
ro POWQf suPPLY
ESP—SMTe SMART MODULAR CONTROL
➢O NOT PLACE RISERS NEXT TO PAVED AREAS. USE 12 INCH POP-UP SPRAYS.
�w-SHRUB ADAPTER
HEAVY DUTY
NOZZLE AS SPECIFIED
3 REQUIRE➢ EA,
RISER�
t2OUND2 RMIB IN
GR
_RISER = SCH.40 PVC
RISER HT. SANE AS HT.
AASS SPECIFINEATED BY THELT
LANDSCAPE ARCHITECT
141N T R
22
PVC TEE RIS ER
FLE%CONNECTION
SPRINKLER
LATERAL
SHRUB
SPRAY ON RISER
TIP.6 NE1'
BELOW lkIViNE HOWINE HEIENT
IEIGIIT FINISH GRADE
> USE SIDE INLET UNLESS
GRODNO FLANGE u OTHERWISE SPECIFIED
OPTION =
HARDIE BLUE -LINE FLEXPIPE
BABeEn � ^
SPRINKLER LINE
RAINBIRD 1806 POP-UP SPRAY
USE WATERRGHT WIRE CONNECTORS ON.
ALL CONTROL WIRE
VALVE DICK COVER
tY MN CDVFR LABELED IRRRAMON
OVFB IATERVLS CONTROL VALVE
GROUND LEVEL
MIDST BeE �\ �>" om AZZ
AS DOWNSR<EAMSQE///� SCX 80 MPPIE
OR OPEN END MAIN
PIPE W
4FC MrItIAf
OM0.
WN OEPFPIII � ° � 6Re UL APPROVED
° MtNNAGE °p°
cB° vE BmI
BRASS IM PIASfIc VALVEB Iq.
BrIBRKLERi AS PER SPFLIFlGTpNS
ELECTRIC REMOTE CONTROL VALVE
WITH VALVE BOX
FBUSIEO GRADE IN TURF AREAS
PLASTIC ROUND VALVE DOX WITH BOLT DOWN
COVER, USE STADAESS BRT MIT AND vAS11ER.
.AT BRAND 'G1V' ONTOLID.
S �.NISIEO GRADE IN SHRUB AREAS
GATE VALVE
NIDDD T-113-K LINE SIZE
' PVC CL Do PIPE
oe o�
s
BRICK SUPPORTS
33 4' CRUSTED GRAVEL
HQ� po SCH 40 PVC C0.PLING
qd°S, 01�9�
ERRIGATIDN NAIN.INE
SON 80 PVC Td1E
ry�PIE, V L.N.
GATE VALVE
PVH PresSlu•e Vacuum Brewker
WATTS 8001
4QT or Equnl (Shall
meet uU Code requirements)
BALL VALVE
o ' /-PIPE UNION
/ ANETEK VALVE BUX
µVI ALL PIPE ABOVE SCH80 NIPPLE
GpWNO IS TS BE
LVANIZED TEE
Ill. wN T Na
TO ITH
FROM METER e, �i'4'r'SPRINXLERS
r' SPR
PVB BACK FLOW PREVx°ENNiNT�OR
WITH GAVE VALVE
TPIATIONS
® i
RAINBIRD RAIN SENSOR DETAIL
W/ MOUNTING BRACKET
It
IR-2/-
0
LEGAL DEDCRI%fN:O
V,Faf HA1F O THE NgR1EAB! OtIBR1FA 611E
Ngt11MFLr p W Rat OF 11E BOaRNIEBr OI W tIER
OF BECIRI N.101M1lIP N Nl1f IH. RNgE tl F18t.
Ill<BB TIE NORIN N FFEf f IX N W a)
BAIL lN0 Nf W TED N TE lOM! OF 0.W M BFAL14
BROWNO Cg1Nrv, RMBMAB N O®
BOdlB04 P/AE 181,611E HINY: PECApW OF
PROPERTY ADDRESS
TOPOGRAPNIC ELEVATIONS
ALL %NXS ICNv1 vEBIIAt
I# %BB UUVB1.
Alantica at Dania Beach
Dania Beach, Florida
CIVIL ENGINEERING PLANS
SI1`E
Wyndhont Darden
FI Lauderdale-Airporl
United States 19 - _ The Casino o-
Postal Service �Dania Beacl,
Motel 5 Dania Beach FL
Hwy AIA
TNT Firewurks
PubllxSuperMarket
SupercenlerDama.Beach
at Beaohway Plaza
I n1 ATIn" I,Am
N.T.S.
GGB Engineering, Inc.
CIVILAND FORENSIC e"tiSM • IAND PLA MERS
-00NSn7LCTM AIAN40M
FLORIDA MUSTRATION No.6118-
-d:.
2699 Sliding Road, Suite C-202 Phone: (954) 986-OM
Fort Lauderdale, Florida 33312 Fax: (954) 966-6655
SHEET NO
TITLE
0-1
COVER SHEET
C-2
GENERAL NOTES
C-3
PAVING, GRADING AND DRAINAGE PLAN
C-4
WATER AND SEWER PLAN
C-4A
FIRE ACCESS PLAN
C-4B
PAVEMENT MARKINGS, SIGNAGE
& GEOMETRIC CONTROL PLAN
C-6 - C-9
CONSTRUCTION DETAILS
C-10 - C-12
STORMWATER POLLUTION PREVENTION PLANS
PROJECT No.19-0731
DESIGN DATE: Sept. 2020
EE
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IA41 �S i�ME6LIR
B' CONCRETE SIDEWAIX
THICKENED EDGE DETAIL
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Log -
SECTION 'B B' SECTION 'C-C'
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LEGEND
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