Atlantic Boulevard 200 Block low CERM raw 2A
LANDSCAPE SPECIFICATIONS
least weekly for the fi "�O days. Water AL Sleaving: Plow pavewent sleeves where pipe or control wire cross vehicular pavement and
7. Prune Plow In accor*ve with standard horticulture practice. Prune to remove sucbrs, b. After 00101 V*Iring,voter plats at walks or where control wire leaves minor lateral lines. Bury to the depth required for
11- Furnish and in3bM 1606OPt work as described inICorkract Decomr-613. dead, injured'er dinew a wood and to achieve a unifbrM shape wdural to each species. thereafter a required for hedthy growth.
2- Provide fine grading ry to establish finish grab in all landscape areas. Fine Rqui"d plat dm arvatter pruning. Replace messively pruned or mishrined plants. C. Reset obtUIA&1h to p"Mer grade and position, remove aid,replace unbedthY or dead the particular pipe. r-or rvadway%extend pipe at least 10 W beyond the paved area,as
qr#Agq shall include only minor grading to correct random or infrequent graft of Insftts and required by the Florida Department of Tnwapwt%Uon (FDOT); and for'all other paved
8. Stake wd guy Palms As 3110WO Only When required .to mointain ,them. in a vertical owd. Witen:or, repair ow aid stan.:spray to keep plants free
areas extend sleeve 12" beyond surface edge. Use full length pipe and conduit to
Irregularities of I"or less.
3. Comply with, all applicable laws. ordinances, and codes; Obtain required permits and disease,and pr*w as'secem ry. adidinize the up. of joints under paviament Install sleeves before pavement is
ond attractive dun'rq the 90 days period. Weed every 30 days with
9. Apply pre-emergent bwMdde in accordance with PhnuWumr*s recommendations to all d. Keep planIt beds led placed. Backfill and compact to required density*ef the pavement base.
irapections;and pay required fees. Aing completion. Prior to
tree, shrub arA grountover beft within 4 days after plan a M101mv
4�, The hubcape ContractAr mud have been in business for at least 3 years and must have S. Pipe Assembly: flush all lines before iiistallation- When net installing pipe,cover all
herbicide applicatlefi"rimove all woods from beds. M as ond of St,irojidgwom peried,r,a-mulch any bed area with has then 3 inches
compIleted 3 insiallotions of similar scope. openings to prevent entry of foreign mUrial- Solvent weld plastic pipe-and fittings as
10. Aflera~on of htr**.apply 3"3urke mulch1oall beds. Aroundeach tree.apply d mulchI
1`1001111111111ended by.pipe rmnufwturer,except where screwed connections are required. Use
mulch 30 deep in a vArde the diameter of the tree pit Rake to rod finished appearance.
SUBMYFALS plaAc mle adepten when connecting phstic pipe to nets] valves or steel pipe with
Top d mulch to be VA btlow adjacent pavement. FINAL I0P=ION ANDAMEPTANCE
threaded fittings. Coat threads with rectoned Ne-5 or teflon tape. Allow joints to set 24
I. Soil ted m"dvith recommendations for pHadjustment of planting$01l. 1. Find lospectim�Tit landq r sl�Contractorwill conduct a find Inspection with it*Owner
2- Sod growers certification indicating gress species,location of field from which sod is cut boun before applying pressure to pipe- Snake pipe from side to side of trench bottom
or Owner,,$ mpV**1*ft at�the *W of each mainteneince period specified for plant
and coaftmin to ASPA"Nurwry Gmwn"graft. to allow for expansion/contraction. Redivis of curved pipe should not exceed maximum
malgtriab Notiflythe OwIaer n 10dep of the anticipated meeting.
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nufbct
PhubgrapleefCWhpdMtypCa33POdfied- w1k1r, r16 2- PINtImburials: urer*3 recommendations
4. Written plant guarantee.
a. Re Abriell not igk bedt4 condition or which fai'13 to 11112et 3pKifiC01001113. 6- Automatic Control Valves: Install in valve box as detailed and group together where
ploce mg ff
5. Mnvftturer'� %to- Include physical characteristics, application and Installation W00,9 P"'W-5 cuL Center box over valve. Set top of valve box level with finish graft. Place at
practi
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instructions,and recommendations. PALM SALTAU WTUTIO35. least 12"away from any pavement and structum-
Fertilizer. 0/11 selle"10 opersUors beom,.transploal designated edsting Palms to the 7- Sprinkler ileads: Flush out system with a'1011 head of water before installation of heads.
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Install as detailed. "eads should be level for.flot arm,and tilted as required for erosion
b. Each 301 affWAIIWA WW. PAP Anw.W beach Public Works yord. Tag P01 U13 to be transplanted aid othi n
I's appr"beft*digging. Verify end,location central in sloped arm. Mintain a 47 3eparabou from pavenent and a 12"separation from
c. Herbicide. 7' R,_4N* i!�Te4r,___ Ovw of holding area with the Owner.
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6. Landscape omitracter Qualificatiom: Submit in writing,with bid,the date the busi ness was A N- A145 IA170 XeVAlt 2. . Ublize "Rpment twhie of appropri4my,nowing trm up to caliper shown. Ball size vertical elements- Do not install shrub risers within 3*of any walks or drives.
establi3Mdaldali3tof3-compleWiFetallaUotouf3indiar3wpe. Includelocation; name rtment of Agriculture'$-Gradle
t -wok r 311611,be at Nut.qW1 Xp 3t=rcmmosM by Florida Depe 8. Automatic Controller:Existing.
e6l 6. a 1, � - Z
and address of Owner;aid date of completion. O'C' �__ffi I
ftndirili for'11116mul NoW. Verift location of all utilities Wfore digging. 9. Control vim: Lay control wires below main line atd tape to min in bundles every 20'
Q
leavi ng slack for expansion. Provide 247 expansion coil for wi re at valves. Spi ice wi res W
SUBSTITUTIONS C 1?�&,Pr U/0010 8ZXC4�:, gal2'diameter loop. Set >
only if runs 500'and i Install i n valve box,providi n W
1. if a pladis bond to to unavoilablesubmit proof of naim-milability and a,proposal for use 1V41UV 7_0 0,9,0 flush with finish grade- Waterproof splices with Rainbird Smp Tite, Scotchlok, or
of equivalent inaterial. When authorized,adj ustment of contract twunt will be made. No c1ge711 5.,v6,C6_1e approved equal wire connector- When wires run under pavement and when wires leave
substitutions will atkirwin be allowed. mi n or lateral Ii nes,enclose wi re'3 i n sleeves 3ized twice the diameter of the wife bundle.
Install all above ground wire and wire entries into buildings in electrical conduit.
PLANT HATERIAL INSPECTION BEFORE INSTALLATION
10. Labels:
b
I Before trees;am shipped from grower,submit I photogrophor each tree type specified and WOOO _574W6- P64AIrIN6 /W/,r a. Number each zone valve box on underside and topside of valve box cover with a black Z
IRRIGA1111011141-SPECIFICATIONS
obtain Inittalapproval of Landscape Amhlftt. waterproof marker for reference. Numbers shall inatch the zone numbers on the >_
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2. Before installing any plants,obtain LandIxope Architect's approval of the plants either at drawings. < W X 2
the-Contracter's nurw.ry or at the work site. Remove and replace rejected plants. GENERRL Z �: y 0 ul
b. Number each zone valve control wire at the controller with a waterproof marker and UJ 0 F- >
I I- : 0
1. furnish and install a complete electrical automatic landscape irrigatiOn system as tap,to Fmtch the zone numbers on the drawings- 1� W Z
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MOUICT DEUVERY,,SIXIIIIIAGE AND BANDUNG deicribed in the Contract Documents complete with amemrie3 necessary for its proper W D �2 U 0 d Ln
1. Pwkwd Materials: Deliver packaged wdbrials in original containers and protect from futclion.'! SVSTEH INSPECTION,TESTING &ADJUSTMENT
loZlq W9��/7/�9// 1. Prior to backfilli ng, test the system under a pressure of 70 psi fbr a period of one hour.
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deterioration. R9Z1W N 2. Water Source: Public.water supply. See plans for connection.
2- Palms,Shrubs,and Ground Covers: 4. Perforinance criteria: Provide 100%coverage at a minimum rate of 1.75' per week for Check for leaks, repair and retest until system passes the test with no leaks. Adjust the
W
a. Do not berd or biril-tie plants In such a mnner as to damage bark, break branches or all landscape areas. Irrigation System components for efficient and proper operation with minimal runoff. ry
dedroy natural 31Mpe. Provide protective covering during delivery. 5. Codes, I n3pection3 and Fees: Comp!y with all applicable laws,ordi names and codes;obtai n Adj ust 3pri nkler heads for proper coy rage after placement of plants. Adjust spray pattern
b. Deliver plants after preparations for, plaiffing have been completed and plant required permits and inspections;and pay required fees. to keep spray off structures and pavement. Adjust controller to provide proper cycling and <
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jmmA*JV.Jf planfirq is delayed nwro that 6 hours afterdelivery,set plants In$.,hadeJ, 6. Workmnship: In accordance with.the best practices throughout the industry and as wateri ng U me fbr alI pi�.ants accordi ng to wateri ng schedule.
recommended by the mnulacturer3 ford] imterah. 0
pIrsiect fIrom weather and mchanical damp,and keep roots mist.
c Keepceftwqwn s1lockincontainers until planting time. Pick up plants by bell or 7. Coordination. Complete irrigation work befbre planting. �o"nate work with Owner and MINTENAKE 0
containerS net,bysten.mor trunks. other Contractors. 1. Maintain the irrigation system until Final Aemptance- 11ainteneift. shall include work, W a-
d. LaW at least Ong plant of gac variety with a securely attached waterproof tog bearing 8. Protection: mterids,and replacemnits necessary to insure a complete,properly operating system. 0)
h a Prior to excavation, verify in the field the location and depth of all newand existing 0 LU
the botanical and commn name- Utilities and Other work. Take proper precautions not to damage such work. If daffmgW, CILEAN-UP 3:, Z
I I mmediately notify Owner aid repair or replace as directed. L Upon completion and prior to inspection of the work,clear the sitr of debris,superfluous CL
1. owiffia*M: Owdirdft dl landscape.vork with the Owner and other contractors. Plant IL b. Protect vehicular and pedestrian traffic,landscape work,existing vegetation,above and materials and equi ptnent. WZ
pdirs ,%rd 3hruto after fiml V-ados are established unless otherwise acceptable to the belowgrouRd utilities,and structum from damage bVirrigation work.
c-. Protect Irrigation work from' damage by trespassers, landscape operations, and 1111111111SPECTIIIIIIIII ACCEMANCE
Airchitect-
FE�,," .operations by other contractors-
1'rZdAMM6- -$ry I Architect will Inspect the irrigation system to determine if the system meets the CL
2- Protection:
d. Post signs or barriers as required. tbintain protection until Final Acceptance. Repair requirements of the contract dDeuments.within 10 days afterwritten notification has been
IL pr*d Vehicular wd podestIrian traffic,landscape work,existing vegetation above and
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beftw,greard.utilities and structures from damage by landscape work. or replace damage M di rected- received from the Contractor.
image bi lardscelpe operations, operations by other Maintain grade�shkm set by others until removal is mutually agreed upon by all parties W
b. Proted hadscap awk from dy J Alcr"471-_- 7V,- e. 2- Correct,the rejected work and continue meAdvining the system until re-inopection and I-_ Z
concerned. Find Acceptance by the Architect- Z
cantractors aid tmpmrs. W
C Post s%wor,barrign.as required. Mintalq protection until final amptance. Repair 9- Qualification of Irrigitl6n Contractor: The Irrigation Contractor must have been in LLI 0
business for at least 3 years and must have completed 3 installptiom Of 3irfllilar-3cepe. WARRANTy Z
orreplacefia U) LL
1. Provide written warranty guaranteeing the total irrigation system against defects in Z
d. ndddit Vvie 31abn set by others until removal is mutually agreed upon by all parties _5117�ZIO
SUB"ITTALS. materials and workman-shi p for a period of one year after Fi no]Acceptance. 0
& pgUffinj Scheduic- .St%advlo and perform Undscape work only when weather and soil 10V r-Ir 1. Operations Mnual: At Final Inspectio.n,submit I copy of typed instructions for the most Z -LU
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condtlons we 3ulbble In accordum with local practice. efficient opiration and mai ntenance,of the system, together with parts lists coveri rig all
Im - 0 (L
ok Exandim Immed[Wy mWy Owner when conditions detrinienkil to plant growth are operating equipment, bound into a 3 ri.' r.
a 1 1 ad,tab as rabble fill,litnerack,pw drainage,'Or obstructions. Test draimp 2- Extra stock: At Final Inspection,submrt 2 sprinkler heads of each type andsize along with
Ift
one wrench for renW no and I nstalli no each head-
of iepesefttive plant beft and pits by filling with water twice In succession. lfwater
remoins Ibr men than 24 houn, immediately notift Owner, relocate the plant or the .3. Warranty: Submit one week after Find Acceptance.
4. As-Built Drawing: Prepare accurate as-built drawings as work proceeds and submit 2
contract"I be adjustA. e7c 0
"WN,-ZV 6;e- copies on,Mueline prints within one wk after Final Acceptance. Show all deviations from
bid docume nts,or approved shop drawi up. r� T, Z a, 0
MTUNMS
S. Inspection Certificates.-' At Fim) Ins tion submit copies of all required permits and
1. Pleft Provide sW irapIxied, nvrurq grwn plants, unless otherwise specified.
Combra#A the pleat 3cWule.ftnorldo Depettmed of Agriculture Grades and Standard3fbr inspection certificates.'
Nwwg 1p1wW�and, where applicable, to ANSI 260.1-1986. Plants my be either 6. Irrigation Contractor Qualifications: Sub,6it with bid the date the busi ness was established
4 a list of 3 completed I nstellations of 31 milar scope. I nd ude location, name and address
teftner grwo or belled and burlaped, unless otherwise 3pecifiefl. Plants shall be well
breacbed, she* true to type, and free from di insects arA injury, with a solid -F67//- of Owner and date of completion.
heolthg root bell,not emessively rootbound.
Fertilinr: PRODUCTS
F4r plud beds use C,8-8 ratiovith minor elements aniat leust 25%of the nitropn 1. Materials: New and true to mnufacturer's specifications and dimensions.
2. Pipe: Mnimum Class 160 bell-end PVC type 1120 and 1220,continuously marked with
cts
3. Teptil: Notwoll; ferfivie frialde topsoll tyftW of.the locality,free of limerock, we*1113, mnu.Wurer,class,type and size,.
roob and ceiftmirmft harmful to plant graidth. 3. 4eeves-., bedule',46 PC- 3 :3
4. Oroudc Sell Amendment: Cleati,Weed free pflIcesud pi ne bark,112-diamter. .4. Fitti ngs:' h ni mu M Schedul e 40,T ype I,PVC_ co
. 5. pH Adjustwo: 5- Bwkflow Preventer:Existing-
a. Llow. Commercial grab under hydrated linmbne containing rootless then 50%of nolon,bodl by (2)
6. Automatic Control Valves: Electrical 24 VAC with flow control,
t)W Reinbird.unless otherwise shown.
CLEM up
b. Aluminum 3dfkh: Commercial grade. 7., Valve Umm: Hu3t be largo enough to cover "lye from grade to the body of tk valve CU
I., � Durial landscape work,,keep pmmdm clean and work area in orderly condition. Remove
6. Swillm Mcli: Clean*&I mulch the of distme,weeds and debris. leaving enough clearance for proper operation aid maintenance of valve. Valve box nay not
deWs from work site a4d properly dispm.
a. CIpress bork;traft A,3h a die rest on the pipe. Box must have a green cover inarked in permanent costlettem"Yolve"or ^0ZIX2
CX
7. Pm-ewerpnt HwMdft:Roaster or Devri0l. "Non-Potable Velve"L if used in a non-potable system,or approved equat. U_
REPLACEMENTS AND CONDITIONS 0
8. Goo nq aid Stab n;Merle]:5ft Detail rranty period,empt for losses caused 8. Sprinklers: All,irrigation beeds to be by,.Rainbi rd or approved equal. Spray heads to
1. only at*Ireplacenient will be requi red duri I*the we
9. Water: SuitablaquilitV for Irrigation. fail ' tDCOMPly With 3POC1160111 requiremots. pop-up at least I inch above specified height of plants. AM mnufacturer3.pop-up
by cw*racbr*3 um
2. ' Repideemeeft3lig1l dom4,lVvIth3pec1fIed re4dreumnl0ftr new plants. extensions as�require I d MC
PLAWIM PNCIED8RES Me for damage to 9. Controller: ExIstf rg
3. After,UMW acceptiim4 the LwAmpe Contractor will rA he m3pal t ;14Z.11-= 4%=
I. Pahrm all work 85 3hOVQ and in strict accordame with sound horticultural practice. 10. QmW vim: Provide 24 volt, dimt burial# AWG 014, minimum single copperr_ ,: W
vwk resulting fwqa� mfect by Omr-.&hW by others;abnemal weather conditions 11J1W__1r__1r 1710�) co
2- Rm vd3U..,: 3od, roots, limerock,,concrete, and other construction debris from cooducter.vim with THWN insulation, NEC approved and UL listed. Provide different 701 al V.0
31111th as fileft mmilft)" VIVA damp wlere frening or abnormal rains; or other
pled pft and from the top 12"of son in all planting beds. Replace with topsoil. 1 1 . 0 colon for each 24 volt control wire,and I IS volt service wire. Use white or gray for
activities beyond the Landmpe Centmtor'3%$ontrol.
3. Ted existing soill fbr pH and submit report from the County Extension Service or the common wire.
11. Moisture Sensor:Exitti mg.
Univer3ito Of Florida Extension Soil Testing Laboratory to Architect 2 weeks prior to INITIAL itigpEetioli.AM 41CCEFFAME
p1wting operations. hid pH adjustments to plamUng areas as recommended by soil W 1. The%ftrndgsbdl begVt after Initial Lanismpe Inspection aid Acceptance. 12- Base Bibb: Quick coupling valve in valve box. Provide and install a3located on plan. Do
report for the plants spocified ard incorporth into top 6 inches of 3vil. not i Intel hoseL hi bb on non-potable system- ICU
2. Inspection 3bdl be MW by the 0wW or Ow0er's represIentative within ten dogs of written
4. PlautingSoll Mxturet notilkaon from the Laabcop Contractor tMt insl1allation is complete. C�-
a. Grwm*mr Beds: Apply uniformly 2"of organic soil amendment to all groundcover 3. Repine rejected work aid conti1nue swified.maintemme until m-inspected and found to SY5T1E11AAVUU1T:AND INSTAULAIIIIIN
beds and incerlowated into top 6"of be W"teM I. Layout Of system is considered diagrammatic. Insiall control wires, min and laterals in
a. Ra="rv*bd plelft aid ffaterials promptly from project site.
b. PdmodShrubPits: Incorporate organic 3oll amendment Into soll excavated from pits moo trenches wMrever possible. Mke ndwr adjustments as necessary to avoid
0
to whim a frix of 1/3 awndment to 2/3 sell. 0
S. Place plants where 3kw and as detailed. After pits are excented to dimensions shown, MINFEUNCE AND WARRAUff 2- . Beckfluw Preventier:L Ed3ti ng.
I. Warranty that plants remain in heilthl condition and meet 3pecifications until final 3. Excavation and Backfilling: Excavde trenches se tbeg are wide enough to allow at lewt 2"
remove r III Mrs and set plants plumb in center.of pits on a layer of planting wil acceptance,except deciduous material which will also be guaranteed to break dormancy if of-rvck free soil surrouroti ni.P I iPn ead'al leatt 4r between parallel pipes. Bottom of
mixture. Back tip with planting soll in 12 Inch layers.' Water in andeompact each layer to
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in dormant season. wide
elinAmate vo*. Plan plant 3amrs and Immediately apply a lead 2' of voter. After trenches should be L 3m0th enough to allow pipe to lay flat without
2. Begin maintenance of landscale work Immediately after each aree 13 planted aid continue resti Ing on Mocki or mundi ng to achieve the NIM ng depths:
planting, remm emm soil and rake plant beft to a smooth even surface con1brining to through the maintenwe period specified. ng
a. .18"deep thr 111119il ns,control wires and hfkralsi n plant beds'.
required finish gradm 3. 'Plant Minknance and Warranty:
After plub are installed, broadcast 2 lbs. of 8-8-8 fertilizer per 100 sq.feet of plant b.,- I 2"dtep for laterals under pedestrian pavement. DRAWING NO.
a. lidrAdsandlurufteplantsforaffdni MUML period of 90daysafter.1nitiolAmptence t- 24r deep for pipes under vehicular pavemni. 11,4Z VzF -
-bed. To each tree apply 11/2 lbs.of 8-8-8 fertilizer per inch caliper.
and until Find Acceptence- Backfill with Cleafivriterial and compact to density of adjacent soil until level with finish
waft after congletion.
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Water'Oource 1�" IrrIe3ation Meter (exieting)
Mainline 1Y2" FR-160 PVC
61eevino 3" 5chodule 40 PVC
Oolonlod valve RainbIrdl"GA-100w1valve box
Controller Raimbird E5P-12 (exioting)
0 Emitter Raltibird X13P-81
6LO Oprinkler Rainbird 1812/5Q-f3
40 5prlmklcr KaInHrd 1&12/5H-13
r 0 5prinkler Ralribirci 1812/5F-[3 20 0
0 Oubbler Rainblrd 1401 20 40
Watering Schedule FEET
FrociramZonc GPM Minutee Payr2lWeck
A 4 39.5 20 3
A 5 31.9 20 3 SEE SHEET 9 OF 9 FOR
SPECIFICATIONS & DETAILS
Calculations
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Owtom RequIremente: 40 g.p.m. 0 54 p.e.l. Cz
WaVerlmo 5chedule timingo are oet to replace 1.75"
evapotrameplratiom per week at 75%of f1clency. Tlrnlrigo
ehould 17C adjuoted for ocaeonal chanom accorditi,31y: 0
co Pec.-Feb. 50% co
0 Mar.-Ma 75% C W
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Jum-Aug. 100% 0
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NEPTUNE MALL z Irrioation Contractor 9hall be reoponolble for all applicable fece
D (J) and permlto. CU
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0 All Pipe ancl Wire under pavitio ehall be placed in 5chodulo 40 LZ E:
IFY.C. 51covee for the full pavement coveraoc len,3th and ehall be !;�
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at leaet 24"below 3rade.
Mainlince ehall be buried to provide.a minimum cover of lb",while Q)
CL all Lateral lince ehall have a minimum of 12". C)
The Contractor rohould take care to reroute piping ao neceooary
to avoid plant or tree roote.
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All 6prInklem ehall be elte adjueted to prevent water overthrow Z_ __1)
ontor roado and walkwaye. X
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All PIpIne downetream of 501em r old Valve to be PIK-1160 PY.C. C CU
All Control Wirlm,3 to be 14/1 U.F. direct;burial.
Ochedule all operatione to finloh by 7:30am 0
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SEE SHEET 9 OF 9 FOR
SPECIFICATIONS & DETAILS
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( ifCT) (30"O.C.)
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0
13 W
NEPTUNE MALL z W
D CID
ILI
0 4-1
QL
U_
PLA.HT %H�,DQLE
T0b'N WITER PHASE 2 a.
ATLANTIC 1 NEPTUNE BEACHES
C6
KEY NAME DESCRIPTION
rM co
PALMS
BC Butia capitata or Cocos austrailus (Pindo Palm) 7-8+' Clear Trunk Ht., 5-6' Spd.
SP Saba] Pal metto(Cabbap Palm) 12" Cal., 12' Clear Trunk Ht., Matched CU
V
Vi P - Wasshingtonia robusta(Washington Palm) 12".Cal.,Trunk Hts. as Shawn CL
SHRUBS
PT Pittosporum tobira (Green Pit4cwporum) 2 4-3 0 30
RapMlolepis indica 'Alba" (Indian HarAhorn) 15-18"Spd., 30, White Flw-se. z
GROUNDCOWERSIVI NES U
L 0 Lintana orvatifol jai,D%Harf Lantana) 10, 10-12" Yellaw Flws.
LB8 Limp mumarl 'TItjjj%jl,s Big alueo 4" Pot, 10-IS Lv's. LO
z
ALL P L.AHTS Tri 5 E ORA D ED FLOR I D A FAN0"r'. DRAWING NO.
ALL PALMS TO HAVE SINOLE STPA10HT TRUNK$.
<
co OF 9
Ln
Ln
oo
PROJ NO
C4
APPROX.240 LOS. LLi
Uj
I 1/2 ASPHALTIC CONCRETE
iam Z
TYPE S-1 1500 LB MARSHALL 6-
Bc 18" MAX.
Bc 12" MIN, SLOT OPENINGS SHALL
NOT BE IN WALLS
WITH GRATE SEAT
2'x2'x 1392 '4) I-all UA
B" LIMEROCK BASE,MIN.L.B.R.
75,100% MAX.DENSITY T
A.A.S.H.T.O.T-180 r
CAREFULLY
COMPACTED
NOTE: CONC. DESIGN
SHEETING BACKFILL STRENGTH i r 0
-I- I U 0
12' COMPACTED SUB-BASE,MIN. 4000 P.S.I. �_j So- 1 7/8"
2 TO
R.40,MAX.PLASTIC DENSITY 35 7/8"
A.A.S.H.T.O.T-180 6- 2 7/8:� Z
< PLAN
"* X I' X
I I f 1 11 1 1 1 1 F I F IT-T-1 BEA Z
F=---------- ------ RING PAD 0
EYE BOLTS U. 0 0
SIDE VIEW
�5q�_ (SEE PLATE
1/4 Bc D-210) 35 N'
6' 2'-
\< 4" MIN. la- - 0
2 V4 3 ELEVATION
0
(1-441b
> TYPICAL PAVEMENT SECTION 3 2 /4" ALL EXPOSED CORNERS Z V)
NOTE: AND EDGES TO BE
[T2- GRATE DETAIL
SOIL ANALYSIS MAY INDICATE THE NEED FOR A CHAMFERED 3/4"
COMPACTED GRANULAR THICKER BASE COURSE THAN THOSE SHOWN HEREIN.
MATERIAL THE PAVEMENT THICKNESS SHOWN HEREIN ARE NOT
INTENDED TO BE ABSOLUTE,BUT ARE PRELIMINARY 2'x2"xV4" ANGLE IRON GRATE SEAT > LU
CRITERIA AND MAY BE MODIFIED TO ACCOMODATE (SEE PLATE D-209) BRICK
HALF SECTION HALF SECTION
THE BEARING CAPACITIES OF VARIOUS SUBGRADES. Z
SHEETED TRENCH LINSHEETED TRENCH LU
COVER
#4 @ 12" O.C. O.W. E
MINIMUM
TYPE 11 2- #8 @ 6" O.C. 0
6- 6- ..j Z
COMPACTED GRANULAR BEDDING MANHOLE FRAME & COVER U.1
CINISHED GRADE VARIES
MAX. DEPTH 15'
CL
,,,,.GFIOUT ,,,, GROUT,OR "RAM-NEK"
0 U
JOINTS WHEN REQUIRED LU LU
10" Bc + 18" MAX 12'NOMINAL 0.
18' MAX.
Bc + 12 MIN. VARIBLE
BRICK
BC ADJUSTMENT 00 in
CAREFULLY (GRADE M M) 24'
0 C0
LIJ
COMPACTED < i, LJ
4 T '1" 9 _ < �4
Z
SHEETING BACKFILL
#4 @ 12" O.C.O.W. PLAN V) Uj
.41 lk t
V) Z Z
I PIPE MUST NOT BE IN PRECAST IN ACCORDANCE T �? ?
WITH LATEST EDITIONS In 40 N 00 0)
CONSTRUCTION JOINT OF ASTM C 478
PIPES SHALL BE FLUSH
0000 salMe NOW WITH INSIDE WALL
14 MANHOLE COVER AND FRAME
-74- 1 GROLIT-
1 4*-0* PER CITY OF JAXSTD.
1, 8n j
41 14 1 #4 9 6" O.C.B.W.
1. NO JOINTS TO OCCUR I I a
STORM SEWER /-WITHIN M.H.LENGTH MINIMUM BEARING CAPACITY 2000 PSF
AS PER DRAWING.
N C.I.P PE 2!-8" BRICK
LU
Z
1 4 W
\\,\-SHAPED BOTTOM SUITABLE 41 X
GROUT,"RAMNEK" OR W
UNDISTRURSED SOIL > 2" CLEAR
0.5 Bc
INFLUENT- SANITARY SEWER PIPE MUST WHERE RElQ'D. Z a.
NOT BE IN
CONST. JOINT
HALF SECTION HALF. SECTION \A�12'SUMP LU LU MINIMUM WALL THICKNESS SHALL Z
SHEETED TRENCH UNSHEETED TRENCH 4 POUR IN PLACE 2'PAD BE ONE TWELFTH OF THE DIAM.
n
6' 1 6- 2500 P.S.1,GROUT 2" CLEAR OF THE RISER,WITH A MINIMUM 0
Z
WALL THICKNESS OF 5".
TYPE 1 1516 "/FT. '
SHAPED BOTTOM WITH
MIN,
Ii W
be t I PIPES SHALL BE FLUSH Z
TAMPED BACKFILL BEARING CAP WITH INSIDE WALL.
2000 P.S.F,
Z
W
NOTE:
1. THE INTERIOR AND EXTERIOR OF MANHOLE
SHALL BE GIVEN TWO COATS OF FARBERTITE
BITUMINOUS WATERPROOFING MATFRIAL.
00 NOT COAT JOINT OR PIPE OPENING SURFACES RAISED LETTERS,1 3/4'0 HIGH TYPE J-1 MANHOLE Z
^eo
FLUSH WITH TOP OF COVER 0�
0
1/2'R
CONFLICT MANHOLE DETAIL
6'
j ACICS Uj
0 1.For square or rectangular precast drainage structures,either deformed or smooth welded
18" 0-0 2 3/4" wire fabric may be used provided;
RAISED LETTERS 1" HIGH a)The smooth welded wire fabric shall comply with astm a-185,and deformed 0
12" FLUSH WITH TOP OF COVER C1.) U 01 Z
0 welded wire fabric shallcomply with astrn a-497. 04 0
CURB IRON STORM b)Width and lenght of the unit is four times the spacing of the cross wires. Z
GRATE SEWER Z 0
1 CURB INLET FRAME cl Wire fabric shall be continuous around the box,spIlce;l at quarter point(s)
2 - CONCEALED PICKHOLES U
f with overlap of not less than the spacing of the cross wires plus two Inches.
7- 3 V4" 0
a4 Z
2.Horizontal steel In the walls of rectangles structures shall be lopped a minimum of 24 bar
NOTE: diameter at corners.
FRAME & COVER SHALL BE 3.Welding of splices and laps Is permitted.The requirements and restrictions
HEADER CURB 33 MACHINED OR*GROUND AT
TOUCHING SURFACES SO AS placed on welding In AASHTO M-259 shallapply.
all 2 34. R TO SEAT FIRMLY AND 4.Rebar straight end embeddment or peripheral reinforcement may be used In lieu of ACI standard
7- 36' 81 PREVENT ROCKING. books for top and bottom slabs except when hooks are specifically called for In plans or
standard drawings.
5.
34 1,2" S.Concrete which mests the requirements of ASTM C-478 shall be used for structures constructed r--
LU -.0
to these details.
W
W"R
GRATE COVER 6.Reinforcement can be either deformed bar reinforcement or welded wire fabric.Bar reinforcement <
11 R CURB INLET FRAME CURB IRON 0
(265 LBS, 6 LBS.) other than 40 KSI may be used,however only two grades are recognized: Grade 40 and Grade
60.Welded wire fabric,Including deformed welded wire fabric,will be recognized as having a
3/e MIN.THICKNESS kill 2
MORTAR SEAT design strenght of 65 KSI.The area of reinforcement required may be reduced In accordance with (D LL_
12" the Equivalent Steel Area Table provided.For bars and spacing not given,the steel area C us 0
BRICK ir Lj
1,2"R required can be determined by the following equations: Q Uj Z _j
Grade 60 Steel Area - As 60 = 40k,60k x As 40 W _j
6 TB" 7" 1;: ,
12" 1/4" J L 2 V4 Welded Wire Fabric Steel Area - As 65 - 40ME15k x As 40 Z
V)
In no case will fabric with wires smaller than W3.1 or spacing greater than 8' be permitted,Bar Z
36' 81 35 3/4" reinforcement shall show the minimum yield designation grade mark of either the number 60 or a. <
V4' one Ill grade mark line to be acceptable at the higher value.Maximum bar spacing shall flat be 5
gr star then two 12)times the slab thickness with a maximum spacing shall not be M
GROUT,OR -RAM-NEK- &-RIBS th: wall thickness,with a maximum spacing of Ir. 2 fn
DEPTH 2' CLEAR JOINTS AS REQUIRED 0
VARIES
CITY STANDARD EQUIVALENT STEEL AREA TABLE >
#4@ 12" O.C.B.W. 32" 4 4-
6ff 12" 40 1,2' GRADE 40 EQUIVALENT GRADE 60 EQUIVALENT 65 KSI
REINFORCING BAR REINFORCING BAR WELDED WIRE FABRIC
FACE OF #4@ 6" O.C.B.W. Bar Size & Steel Bar Size & Min Steel Style Designation Min Steel
CURB FRAME Spacing Area Spacing Area Area
2" R.
all 1215 LOS,APPROX.) #4 @ 12-CCEW 0.20 #3 @ 9 1516 CCEW 3"x1l'�-W3.1kW3.1 or Z I
L PE.SAME TN2-a"CLEAR .1333 4x4"-W4.5xW4.6 or .1230 0
/211 X 4.
AS PAVEMENT 6'x6'�-W6.5xW6,6
31, R.
#4 @ 9" CCEW 0.20 #3 @ 13 15,16 CCEW 3xT�-WIlAxW3.1 or 0�
RIPARINn CAPACITY MINIMUM 2000 PSF
Z
OEM or 1778 4'x4"-W5.5xW5.5 or, .1641 (A
6"X6"-W8.6XW8.5
3 /4" R.
PIPES SHALL BE FLUSH WITH INSIDE WALL P I IPE MUST NOT BE #6 @ 6' CCEW 0.20 #3 @ 9 IE06 CCEW 4'X4"o-W2OXW20 DRAWING
NOTE: CONC.DESIGN STRENGTH 4,000 PSI IN CONST.JOINT 2 W'-� 314- or .5867 . or .5415
PICKHOLE DETAILS RIB DETAIL 6"xO"-W3OxW30
PDDT"l
#7 @ 6" CCEW 0.20 #3 @ 6 15,16 CCEW
or .80 4'x4"-W26xW26 6 9
OF
CURB INLET DETAIL
MANHOLE COVER DETAIL
DATE:
NOVEMBER, 1096
NOTES FOR MANHOLES
TYPE "A"" CURB
0Z
PROJECT NO.:
L
i�T
U?
BRI
AND INLETS
TNCTPODT.PLT , 96120
Ld
LLJ
z
40' 30' 20,', 10' 0 20,
10' 100 SF
m
SCALEt 1 --20'
U)
2
V)
LLI
V)
SAWCUT AND REMOVE EXISTING
PAVEMENT TRANSITION, PROPOSED >
NOTE: i PAVEMENT TO S-1 AND S-2 GRATE
uj I ELEVATIONS TO PROVIDE POSITIVE FLOW
SEE SHEET 3 OF 9 (LAYOUT PLAN)
FOR ALL DIMENSIONS.
CID
Lu MATCH EXISTING S-2
D w I PAVEMENT ELEVATION zi cc EXISTING INLET
0 GRATE EL. 11.91
36 L.F. OF 12" R.C.P. to I.E. 8.54±
0 0 E2 UJI,
�1-
61 u, -i �! I I E D CONTRACTOR SHALL VERIFY
is 01 A
ELEVS. PRIOR TO CONSTRUCTION
S-1 I.E. 8.65 W. J >-
UJ S-4 TYPE "C" INLET co J m
MATCH EXISTING ZI W j=
I I a 0 GRATE EL. 11.75 co 0
UJI, TYPE "C" INLET A FIA A::. T P A K f N G
PAVEMENT ELEVATION EXIST. 12" PVC
x 0 - x z 0 U-j
z
GUARD POST-\ ca GRATE EL. 10.65 I.E. 8.75 DRAIN PIPE
I.E. 8.50
uj FINISHED ELEVATION OF ti w w m
3:
ca TYPE "A" 0 ft T- a 0 0
r p T ca 4" WHITE RAGTIME TAVERN ASPHALT PAVEMENT BRICK
CURB (TYP.)
S ,H - i -I'. L . P.
STRIP (TYP.) 4" WHITE STRIP
PAVERS IN THISc-AREA TO BE
------------------------------- - D A 1 / 4" ABOVE E TING CURB LINE
18" O.C. @ 45
GN
1i ViALe Y,
REMAINS OF' C Ni To"
01 K,� (\1 . : I 1\
.......... - POLE B Ak§,E
L GH 1 p A
"HANDICAP F R A F F I C"
...... ....... ........... EP 1 4 4 15b
...... ........
f
s I GN F] Lm .....................
TfEl EPHONE 01. 1 -
p, i.--'
2 z
F t , , 1L.. —. I �1�
L-t- I I--------------- - - 11 r /L
:j iD 12- WHIT9 STRIP I
4r r—
L 161 p:T I-. sf� ............... ......... .....
....................
I ":.........................----------------......
w, L. ci 1
z w
G A L N S I Cy 40 L.F.1O.F EXISTING BENCH MARK z
T. A C, 41v
I GN
TERRA COTTA ANQ REPLACE X-CUT ON CONCRETE SLAB
\o 8
N D RiG R 0 U N'0
REMOVE
T
1.75
ELEV. 12.85 U-
- V s f 11.6 WITH 8" D.I.P. (CL-52) MATP
CONf -vo w
INIV 101-21;,*." ,H BASIN EXISTING ELEV'S.
: VF
AT C 1-1 R 1%'�- N z 4% ,
1E c()R A'T, k - --- 1*; p I I .
MATCH EXISTI YG CITY STANDARD b
9 z
ATLANTIC BEACH HVI 34 L.F. OF 12" R.C.P.
PAVEMENT ELEVATION -mv. (�, I
CURB (TYP.) lv�
"I I �e.,
It ----------- - ------------ --------------------- Ljj
------ --------------- ------------------------------------------ -------- -------
Tr-
------ --- --- ------- CL
IR,UN PIPE
FlNiil-IED ELEVAT16N OF
RUNS TiHRO�!(>Iqk-�- (5
(d
ATLANTIC BLVD. (R W VARIES) 11.25 ASPHALT PAVEMENT BRICK
F-C.'IIN 91 15)
NEPTUNE BEACH --- ----- PAVERS IN THIS AREA TO BE
........... '1.4 E'Al 12, i N 1 / 4" ABOVE EXISTING CURB LINE
8" W HITE STRIP A T f,
'T 10P 1 11 ,94
T! T A, EPLAC EXIST. 12" RCP z
18" WHITE STRIP TH i F,,A C.K F D L 1 FD (R
DRAIN PIPE
10' q TO
@
..............
% 0 0 Li ... .. ...........
H D 4�pl
F�I W 1
77-12" WHITE STRIP
d-P
0:
w. V.
60
W. m. BRIC�, L!.F. OF 12
T ER�
P1 A N
mr C 2.:t=
R�A -------
-------------------------------
Li
cr
-HEADERI ..............
S I -GN T() POLE-
J� WS I
9
CURB
PRIVATE A ) N
PARK I NG
8 J.,4 i
INV
G N, INV� Al
�?N
TRANSITION CURB
PARK I NG
;11�15 p H AIL'.
1 C 01N t.. I G,H,r "IV ;3�
0" TO EXISTING P� w 9
0 Q 0
GRADE p UL 4�1
-6
PAPA JOE'S S
HEADER SUN DOG DINER
fo
so)
CONNECT TO EXIST. INLET AT Z
uj GRILL AND BAR
uj f 41. PARKING c a
ff, I.E. 8.25. EXISTING CURB TO
4V �4 X 0
cr. MATCH EXISTING REMAIN INTACT.
SAN S E WE M
UNMARKED uj I
TC)P I 1 76 UJ13:
S-3 NE 9 APPROXIMATE LIMITS OF
SINGLE GRATE CURB INLET EXISTING ASPHALT DRIVEWAY
cq GRATE EL. 11.00 S-5
CONFLICT MANHOLE
I.E. 8.70 MATCH EXISTING
TOP tL. 12.10
Ica
I.E. 8.35 (STORM LINE) PAVEMENT ELEVATION
I.E. 9.95± (SEWER LINE)
C) r-
C4
4" WHITE @ 450
181, O.C.
u- cn
C
cr
ui
Z -i
ONLY SIGN (TYP.)
HANDICAPPED PARKING
hm >z
4"' WHITE--\\ "00
LEGEND NOTES:
4" BLUE CL <
m
vi
1C Ln
PROPOSED TYPE "A" CURB 1. ALL EXISTING WATER METER BOXES AND
EXISTING GATE VALVE BOXES WITHIN 'THE 2 rn
HADICAPPED PROPOSED CITY STANDARD CURB 0
SYMBOL (BLUE)--,-, RIGHT OF WAY LINE PHASE 2A CONSTRUCTION LIMITS ARE TO
BE ADJUSTED TO FINISHED GRADE.
EXIST. SPOT ELEV.
PROPOSED SPOT ELEV. 2. REFERING TO THE DEMOLITION PLAN THE
CONTACTOR IS TO VERIFY IF EXISTING STORM
50 PROPOSED MANHOLE INLETS AND STORM PIPES THAT ARE TO BE
PARKING BY PROPOSED INLET REMOVED ARE TIED L TO EXISTING ROOF DRAINS,
DISABLED DRAINAGE FLOW ARROW AREA DRAINS, ECT. OTHER THAN EXISTING z
0
STORM LINES AS SHOWN ON THIS DRAWING
PERMIT 12
AND NOTIFY ENGINEER PRIOR TO REMOVAL.
ONLY
3. CONTRACTOR IS TO VERIFY INVERT ELEVATIONS z
0
OF EXISTING STRUCTURES PRIOR TO ORDERING DRAWING,
PRECAST STRUCTURES.
$250. 00 FINE 4" BLUE 1.- 4" WHITE
W-1 0
5 OF 9: - . 1
DATE:
HANDICAPPED SIGN HANDICAPPED PARKING DIAGRAM HANDICAPPED RAMP DETAIL
NOVEMBER, 1996 ,
PER A.D.A. REQUIREMENTS PER A.D.A. REQUIREMENTS PER A.D.A. REQUIREMENTS
PROJECT NO.:
0
z
PRELIMINARY NOT FOR CONSTRUCTION
TNCTPD01 -PLT
c
PEC111FICATIONS
CEMER PARK — PHASE 2A
q:
H r,-A i�6�,
:'V 'I l"
L GENERAL-
co
A
ON. DESCRIPTION- pMr3. site lighting and 31te, ejectri
and trash
drairAge' concrete
Thit work incluin demolition;OWAIP-Mrk; PM. ng.grading and
cal; benches
77
piaclo;planting and irription.,
trans rtation and other things
�tod' equip
2. FUM13h Ml labor materials 3, Inent.0 po
U. L..r
required to coMplete'the work 3M�inon the draIwingis and as specifled.
CO H C_
H L�A t7I6r� CIO U
Cordipate.the work of all tradis.
�r7
8. UALITY CQMTRQL Perform till Vork:to the best standards,of practice. All work is I (�r
re sit the:C61ktrftt0r78ex
I Unawqftble shall be repai
tubjpq to Owner,3 appme or do VOrk. red or 7�,
1�)A,5�-ET \K/r—,AV 5 P^T 44
AT
r E�H-FE�, - OF' iH
ties havin "sM bi Mai nall necem y per,
&STANDARI)5--Verform all vork in complibnDe with applicable requi rewnts "I
TT
jkb'VERIFICATION OF 1: ricating',�rork orord
Di EMIONS, Betbre,layingea r ring
A MA
01,ttot'JS.ftj*fo�ht Upo 6ftting di mensi irbr:p per�_jffitajlfiti Y
n make
or* ro 814; 'Ar fy of Cond, OnS P A 1 F N it! al read
(6 A L,VA/T E�t2
report any discrepancies f6und in Ahe Trite,,
uremenu n tt*,ftongs� tit Le pe Architect fbr torrection
priorlMrpioceedingswitht work. (n
r
Ut
L 1XISTIM IN STRILTURES Locate all.underground utilities and:protect
ILITIESM0
I H p5oH P z
romU 'and 34i ag 3truct
Or pay f6rAkll data MO&t6, the cd M
U)
>
e,0 C) w
-UP AND 'IMIJ TA 6 K_C-1
pnerated: by
Re froth, site :81jr trash 4
F. CLEAN fflqLALI. . muft
construction work daily or is directed 6 tbe.0w' r 7
Y E' r—
, , . : �G. GQ& WEE: Guarantee that 'work �will -be free of defetts and, remaii in
*M 0 1 re condition fbr.,one:' r frOM date:of fiMl am pce,ftept: as�.prorA&d
Pill 13CA L E�
V imthe Specifications for.,planting.'Ddring this period any item or opeie0ok
5AW OUT- A'T,. b ft.+vill :be promptly 'rep1wed ,or"'corrected'An the 'mannOr originally
d�at we"Itional ant to the Oviar. ftftt3 ill ,tr i net twe term] wftr H ck, H z >
0 LU
W,
3:
PQ U
z
o-
>
4 t9 e; U W 0
13AN W
z
TH 7001-:= U)
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D
D �2 U
A. MTERIALS.- �XrAH,�710�4�r J01HT
H T-1 H J.)
Portland Ument-MM 150,Type I
owiml:wight aggre SIA VAC;-E;P
CWU annp%*,�
C1 UIM%d,P"M6Md an �than repte. Size or,not A
M AXL �1 FAC T
Un f 113 the3lab depth,� nor 314 of the clear (Y
A�/
OAH 17 COU fz S e,
PKI ng betMnr M U%M bftr$.
in
4, Ai t Ent iniogAdmbftiv. ASIM260' <
tWater-Reduct ng&3et controladmixturo:AWMC494
<
A- A
0
6. 0*9 Un'k concrete: MTM94
A A
PATT F�' le H 6 A N
7. Wel&d Wire fablic
-oil W 0
/ell
:0. MWmed"pston joint filler- ASTMDI 751 ASTMDl 752.,Type 11.
t),C.A
1,F 7- CO) (r
116TALLATIOII A
0
I H L 4C, '�j A 1. All 60crete aid p4J. compressive 3tregnth at, with 3:grout to be
tj F:,ACTr
mom slump of 4inchft.:Submit a terfificift from.Concrete 30ppjje that tjj
coacme tt Z
0.requi rements of AST C9
P, Cn
2. no and Placing,Concrete:,-Cowtrwt form co Ving vith Ix 3.47 Place
rMM
reinto Mmtht as n ndIreW wd MOM bi Co it% Reinforcing
_nP ne
Stj*j linttuter
:Pjwe0ncre%6amplyingvithACl 304.
fitd3h: .:PrtMft f h, 3h W Uj
A ft r : �L' . ." :, L _:. ,1 11 . I -14ALT FAV 1�4
A�5r
ul form fint on fbrmed concrete �suffqco tot
Uj
s Urfaces. 7- UjL*
""410 V1 and a broom finish fm till 0*"
�C.
z
1, F,%
*jRS
11 BRIC' TYP 3T F- t�_ T L�3t)z PE�TA) L
ICAL
5 CALF- I I PAT �Fr- H4�)A. HAMM& z
1/4*,"Ya o Prr
Aded by oWner
5�T E 13A P 0
CO H,C
wdsti hg street b Ck,4"k 9 x 3 n
�Z
11- 1 IWALIATION:;'
and ja t F-move Y, Irs.i it I"w! h dmA
-UHNIrH
w H P FATT E C 7
BRI K PAVERS AT 'A6 ie�,r r--T- H E�Au r-.r-. rAN/r, -1�
Vr
MAY'.
11 15A J_A t2
0 0
J%. MURIALS
�SiZ6 40 _8")t
tawd Brick: ntity: 2,-0:000 Units
0,
Pm-Adbd,bjIij4ner.'.Contact JeentA Fletcher,,jecksonAlle FL 9(4124&;13769. I/e 0 f1 rlp,6 M r
_X 2
-size I hteribte M.ftd True ftver-Rich L
2..'. tiller Brick. F 111 C*ItArl�
114%COW:
*32-2,P, r 66141" Cash Building J�k6riaj Co. lacksonville,FL.
Ct
Is-665l
Jj6Tj&tATj0M:
Wt
y
paversIn"T*ace h the dri%n
4
EPT#
.5 CIA L.a
,Vr
EK8 TRAM R M I T!.'T.- B Es ND
A -URL
, M ALS.-
-4r T_ t�> C04 c eAL,EV
qon�h_ CIO O*n C�ojlettion�:eatat 6z A6 _5t�>
00 CHOR - 2372;7.4 to i; T
Nola 15 00,&f?-A 12 e 6 PE-_ CUr
e*rjor IMM*1011 Finish 1,
r
PM Black'
2. Trwh Nrk 611wfiou 0%log
F% ..... ..
y400d vith
oil ttkt to"be pri med and n Black Emol; Ud co
M
0
I C
�V rJ81 M hes 'JIM CojktactL \VA L V [�TA I L
am �Manuwd, M 'by 1 .L r I I
rep 6006 nUe; Whonville, Y1A T 1 1 A 'A �H P, t3
il 6 .90417:33-�,84",
7 ftt furtl*rL I IntbraMi
0. JIMA["
VION,
be
k'
and L -trash twepW afacturer's
per man
9 F�,
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10"PALM INV.8 INV.8.6 1�� I. _ECTAL.L FACILITIESTO REMAIN OR SALVAGE ITEMS FROM DAMAGE. PROVIDE 0
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12.34 12.41 L I 1-i . I BIKE C .19 THE GENERAL PUBLIC. I HE BUSINESSES WITHIN THE PROJECTAREA WILL REMAIN L
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IS THE RESPONSIBILITY OF THE CONTRACTOR TO THOROUGHLY FAMILIARIZE
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RCP DENOTES REINFORCED CONCRETE PIPE VEMPVC L=AN MICAMIM ON DRAVW NO.5- vj
CP DENOTES CONCRETE PIPE 7. BENCHES, TREE GRATES, TRASH RECEPTACLES, AND 1w ()a
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12. ALL WORK RELATED TO THE LIGHT POLES AND LIGHT FIXTURES, NOTED FOR 0
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CONTACT JIM MATTHEWS OF JEA AT 904/632-7741 TO COORDINATE.
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