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(BASIS OF BEARINGS)
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(L. W.D.D. O.R.B. 1732, PG, 612
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1.0. -INSIDE DlAMElER
INV. - IN-.t:RT
I.T.W.C.D. - INDIAN TRAil. WAg CONTROL DlS1RICT
LA.E. - Ut4IlED ACCESS EASEMENT
L.B. - UCENst: BOARD
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N.V.G.D. . NA1lONAl. GEODEllC VERllCAl DAruM
N.I'.B,C.I.D.. ~1HERN PAUl BEACH COUNTY
rMP~T DlS1RICT
- NOT TO SCALE
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- PLAT ElOOK
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· POIIiIT (# CURVA1\JR[
. POINT OF OOWPOUND CURVA1\JR[
- PERtoIANENT CON1TloL POINT
- PAGE
- POINT ~ INgSECllON
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- POINT OF BEGINNING
p,O,c. - POINT ~ oo"MENCEMENT
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P,R.M. ' - PERMANENT REFERENCE lAOtM4ENT
PROP. - PROPOSED
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R - RADIUS
ROE. - RANGE
R.P,B. - ROAD PLAT BOOK
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SEe. - SECllDH
SID - S\.IB()l\1SlON
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S.F.W,..,D.- SOUTH F\.ORIDA WAg
MAAAGD.fENT DISTRICT
S.I.R.W.C,D.. SOUTK INDIAN RIVER WAg
COItTR(ll. DISTRICT
S.R. - STATE ROAD
STA. - STAllON
STY. - STQR"
S/'II - SIDEWAlK
T.O.B. - TOP r:R BANK
T.O.e. - TOP ~ CURl
llW'. - TO'MIISHIP
T'lP. - T'l'PICAL
U/C - UNDER CONS'lRVCllON
U.E. - UTlUTY EASEMENT
U,R. - UNRECORDED
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W.M,E. - WATER MANAGEMENT EASEMENT
W.M,M.E. - WATER tolANAGEMENT loIAlNTENANCE EASOAENT
W,lol. T. - WAg t.lANAGElAENT TRACT
, - BASEUNE
t - CENTERUNE
- CENTRAl ANGLE/DELTA
- CONCRETE t.lQN\Jt.lENT FOUND (AS NOTED)
- CONCREl! MONUt.lENT SET (lI f45611)
- ROO " eN' FOUND (AS NOTED)
- 15 ROD " CN' SET (LS f45811)
- iIKlN PIPE FOU, ND (AS NOTED)
- IRON ROD FOUND (AS NOTED)
- PARKER-!W.DH NAIl FOUND
- PARKER-I(AlO!f NAIl " DISK FOUND (AS NOTED)
- PARKEIHV.L,o. NAIL" DISK SET (L8 f45ll11)
- PROPERTY UNE
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Zoning District: C3 (Community Commercial)
Maximum Height Limit: 45 feet; Not to exceed 4 stories
Maximum Lot Coverage: 40"
Minimum Front Yard: 20 feet
Minimum Side Yard: 15 feet street side
Minimum Rear Yard: 20 feet
Building Lines per the Plot of Coquina Cove
Plot Book 24, Page 14.
West Line Section 2: 25 feet
South Line Section 2: 15 feet
N.T,S.
O.A.
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East Line Section 2: None
North Lint Section 2: 20 feet
Northeasterly Line Section 2: 25 feet
I
II
[. OCEAN AVE.
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VICINITY SKEtCH
NOT TO' SCALE
Boundary Survey 'or: AU TOZONE. INC.
This survey Is mod. specifically and only for tht foltowln~
parties for the purpose of a olQslng on the surveyed property.
AutoZane. Inc., a Nevada CorporatlQn
First, American Title Insurance Company
20 ; 0 20, 60
Scale 1" 20 ft
No responsibility or Ilcibll1ty Is assumed by the undersl9"ed ,
surveyor for' any other purpose or to any other PQrty other thon
stated abov,e:
METES AND BOUNDS DESCRIPTION
A portion of Section 2. according to the Plot of COQUINA COVE,
os recorded in Plot Book 2.... Page 14, Public Record. of Palm
Beaoh County, Florida, being mor. particularly de.crlbed os
follows:
AODRESS:
12394 Shore Drive
BO>flton Beach, Florida 33435
Commence at the centerline intersection of Shore Drive and Ocean
Inlet Drive a. shown on soid plot; thence Southerly along said
centerline of Shore Drive and the arc of a curve, saldciJrv.
being conc<Jve to the Northea.t, having a rodl",s of 182.40 feet a
central angle of 23' 23' SS., (I rodial bearing at this J>Qlnt of
North 90 OO~ 00. Eoat, on arc dl.tanee of 74....9 feet to a
point; thence South 00' 00' 00" East a distance of 50.01 feet to
the POINT OF' BEGINNING of the hereinafter described parcelj
thence cont/rlue South 00. 00' 00" East a distance ()f 184.96 feet
to a point; \hence North 90' 00' 00" West, along the South line
of sold Section 2, a distance of 290.46 feet to Q point on the
East IIn. of the parcel described In Official Record Book 606,
Page 198 and the East right-of-way ITne of U,S. Highway No.1;
thence North 02' 54' 00. East along sold right-of-way lin. a
distance of 29.02 f~et to the beginning of Q curve concave to
the East having a rodlus of 7589....9 feet and Q central angle of
01' 47' 46"; tt,ence N9I'therly along the orc. of sold Cl,lrve a
dl.tanc. of l:J7.93 feet to the beginning of Ct comPol.&nd curve.
concave to ,~e Southeast having a radius of 12.00 feet and a
central angle of 85' 18' 18"; thence Northeasterly along the arc
of sold cur\l'~ <:i dlstanc. of 17,87 feet to a point on the South
rlght~of-WCl:l ~:ne of said Shore Drlvej thence South 90. 00' 00"
East, along rold South right-of-way line, Ct distance of 202.88
feet to the ~eglnnlng of a curve concave to the Southwest
having 0 radIus of 25,00 feet and a central angle of 76' 18'
38.; thence Southeasterly, along the arc of sold curve a
distance of .:13.30 feet to the b~inning of a reverse curve,
having a rao...li of 207,40 feet and a central angle of 22' 29'
39"; thenee Southeasterly along tb. arc of sold curv. a distance
of 81.43 feet to the POINT Of BEGINNING.
Containing in 011 76.024,186 squart feet or 1.145 acres more or less
LEGAL DESCRIPTION PER TIRE COMMIThfENT;
Section 2 of COQUINA COVE. according to the Plot thereof on' fil,
In the Offlc. of the Clerk of the C,lrcuit Court in, orl,d f91' Palm, ;
Beaoh C()unty, Florld9, recorded in Plot Book 24, Page '4., LESS
the East 30 feet and> LESS the property as Qontalned In thot
certain Deed to the State of FlorIda for roa.d rlght-'of...way 0.
recorded in O.R. Book 6~, Page 198.,,' , .
FlOOD ZONE:
This property Is located in Flood Zone e, aC99l'dlng to ',tR.M. .
(Flood Insurance Rote Mop) No, 120196 000... C, doted September
30. 1982,
NOTES:
l.AII information regarding record easements, adjoiner., and
other documents that might affect the quality of titlt to tract
shown hereon was gained from commitment number FA~C-124j. Iss ed
by Flrst Anierlcan ntJe Insurance Company, doted Augl.lst 27,
1997. No seorch of the Public Records has beO!:' mode by thIs
of,flce.
2,E1,votlons shown horeon. if any, ore in feet and decimal
ports thereof and ore based on NGYO-29.
3.Descrlptlon furnished by client or client's agent. The met..
and bound. description shown hereon was reque.ted by client and
Is merely Intended a' a s\.lppleme,nt to the legol descrIption ~er
the TItlt Commitment and Is subordinate to It '
4,Unless it bears the signature and the original roised seal ()t
Ct Florida licensed survtyor or mapper thl, drawIng. lIk.toh. plot
or mop I. for Informational purposes only and Is not valf4:
5. This survey cannot be tral'lsferred of assigned wlthOl,lt the '
specific written permission of Walloc. Surveying Corporatl9rT.
6.Exeept as shown, underground and overhead improvements ore
not located.
7,Underground foundations not located.
8. The surv.y sketch shown hereon does not necessarily c~>ntain
all of the Information obtQlned or dtveloped by the undersigned
surveyor In hIs field work, office work or reseoroh.
9.No responsibility I. assumed by this surveyor for tht
construction of Improvements, from buDding tie. shown on thl.
surv.y.
10.Revlslons shown hereon do not represent a "surv.y update"
unless otherwls. noted.
U TIU TIES
1) ElECTRIC POWER
FPL NEW CONSTRUCTION OFFICE
WEST PALM BEACH. Fl
120/240 - 3 PHASE
(ANY VOlTAGE: AVAILABLE)
4) TElEPHONE SERVICE
BaL. SOUTH COMMERCIAL SERVICE
760-~800 (STATE WIDE)
5) T, V. CAaE
COMCAST CABlEVISlON
561-369-2221 1401 NORTHPOINT PARKWAY
2) WATER, SANITATION" STORM SEWER SERVICES WEST PAu.t BEACH. Fl 33407
BO~T~ BEACH Ul1UTlES DEPAAThlENT 561-478-8300
124 [. WOOLBRIGHT ROAD 6) DRIVEWAY PERMITS
BO~T~ BEACH, Fl 33435
561-375-6400
20) STORM SEWER ~VlCES
FOR U.s. HIGHWAY ~E
flORIDA DEPARThlENT OF TRANSPORTATION
7900 FOREST HILL OOULEVAAO
WEST PALM BEACH. FL 33413
561-434-3903
FOR U,s. HIGHWA'f ONE:
FLORIDA DEPAAThlENT OF TRANSPORTATION
7900 FOREST HU BOULEVARD
WEST PAu.t BEACH. FL 33413
561-434-3903
FOR SHORE DRIVE
eo~TON BEACH BUILDINC DIVISION
100 E. BO~TON BEACH BOULEVARD
BO~TON BEACH, FL 33435
561-375-6370
11.100 Year Flood Elevation =- 6.0
12, Water detention Is required for this site,
13.Auto ports retoA sales ore., permitted in Zon. CJ exoludil'lg
Installation on premises and rTJachine shop services p<<lf' oity of
BO>flton Beach Planning" Zoning Deportment
14.AIl the Interior angles shown, along curves ore measured to
the chord of the ore.
,
AVERAGE WATER PRESSURE. 59-60 P,S.I.
3) NA ruRAl GAS SERVICE
flORIDA PUBUC UTlUTlES
325 N,[. 2ND STRUT
DELRA Y BEACH. Fl 334a3
CONTACT: BU fAc(Kll.DRICI<
561-278-2838
AVERAGE PRESSURE - 55 P.S.I.
, 5. Underground utility locations shown per os-buns drawings
supplied by the City of BO>flton Beoch or as flagged in field and
tied In by the survey crew.
CERTIFlCA TION:
I HEREBY ATTEST that the survey shown hereon meets the minimum
, teohnlcal standards set forth by the FloridQ Boord of
Professional Surveyors and Mapper. pursuant to section "'72.027.
Florida Statutes, and adopted In Chapter 61G17-6, Florida
AdministratIve Code, effective Sept.mber 1, 1981 and the minimum
standard detaA requirements for ALrA/ACSM Land TItle Surveys as
adopted in 1992 by the American Land Title Association/American
Congress of Surveying ond MoppIng.
LAND
AL TAl ACSM
TITLE SURVEY FORII:
AUTO ZONE
DA TE Of LAST fiELD SL:RVEY: 8/27/97
~.
cj 0 . ',<4), . ,. , . 0 ..
fi':'" . ,"
$01 HPR1liPOINTPARt<W!-'f,s.uili' 117. 'o\tS1' P~ ~<)4lLoRtD", ~~ .:,~,) 1$*4$~1
. . , - ,,""",' ..
Florida Certificatt N(). 3351
JOB NO::
97....1297
8/27/97
F. ,-W4~'PO:,2" ·
DWG. NO. 9'7 -129 7
SHEET 1 OF 1
DATE:
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thence North OZ' 54' 60" East olong said right-ot-way line 0
distance of 29.02 feet to the beginning of <3 curve concave to
the East having <0 radius of 7589.49 teet and a central angle of
01' 47' 40"; themce Northerly along the ore of said curve a
distance of 237,93 feet to the beginning of a compound curve,
concave to the Southeast having a radius ot 12,00 feet and 0
centrol angle of ;85' 18' 18"; thence NortheQsterly along the arc
of said curve a distance of 17,87 feet to a point on the South
right-o.f-way line of said Shore Drive; thence South 90' 00' 00"
East, along said South right-of-way line, 0 distance ot 202,88
feet to the beginning of a curve concave to the Southwest
having a radius of 25,00 feet and 0 centrol angle of 76' 18'
38"; thence Southeasterly, along the arc of said curve 0
distance of 33.30 feet to the beginning of <3 reverse curve,
having 0 radius of 207.40 feet and 0 central angle of 22' 29'
39"; thence Southeasterly along the arc of said curve 0 distance
of 81.43 feet to the POINT OF BEGINNING,
Containing in 011 76,024,186 square feet or l,~acres rn.oce or ~
LEGAL DESCRIPTlON:
A portion of Section 2. according to the Plot of COQUINA COVE,
os recorded in Plot Book 24, Page 14, Public Records of Palm
Beach County, Florida, being more particularly described as
follows:
,Q
I
Commence a:t the centerline intersection of Shore Drive and Ocean
Inlet Drive 0$ shown on said plot; thence Southerly along said
centerline of, Shore Drive and the arc of 0 curve, said curve
being concav~ to the Northeast, having 0 radius of 182.40 feet 0
central angle, of 23' 23' 56", 0 radial bearing at this point of
North 90 OO~ 00" East, on arc distance of 74.49 feet to 0
point; thence South 00' 00' 00" East 0 distance of 50,01 feet to
the POINT OF BEGINNING of the hereinafter described parcel;
thence continue South 00' 00' 00" East a distance of 184,96 feet
to 0 point; thence North 90' 00' 00" West. along the South line
of said Section 2, 0 distance of 290,40 feet to a point on the
East line of the parcel described in Official Record Book 606,
Page 198 and the East right-of-way line of U,S, Highway ~ 1;
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BOYNTON CANAL
-
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CONCR JE SIDEWALK,
20'
4
( IN FEET )
INCH = 20 FT,
OWNER / DEVELOPER:
Autoione, Inc,
60 Madison Ave" 1 Oth Floor
Memphis, TN, 3810.3
Contact: Wade Davis
Phone: (800)-285-2223, ext.8701
CIVIL ENGINEER
Bussen-Mayer Engineering Group, Inc,
100 Parnell Street
Merritt Is, FL 32953
Phone 407/453-0010
Fax 407/ 454-6885
Contact: Scott Nickle, Project Manager
GENERAL STATEMENT:
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BOYNTON BEACH LVD,
e: OCEAN AVE,
LOCA 11 ON MAP
N,T.S,
SITE DATA:
Area Description
Area ( s. f.)
76,024
7,234
34,928
42,162
33,862
100,0
9,5
46,0
55,5
44,5
Area ( ac.)
1,75
0,17
0,80
0,97
0,78
~
Site
Building
Pvm t/Sidewalk/Curb
Total Impervious
Landscape/Perviou s
Existing Zoning: C - 3
Building Material: Concrete block/steel truss
Building Height: 17'-6"
Parking Required: 1 space per 200 s, f, of floor space
7,234 s,f,/200 s,f, = 36 spaces
Total number of spaces required = 36 spaces
Parking Provided; 46 spaces (incl. 2 handicap spaces)
.
Woter Service: Water service will be provided to the proposed
Autozone building by utilizing an existing 8" water service
& meter located along Shore Drive,
Sewer Service: Sewer service shall be provided by a gravity
connection to on existing manhole located in Shore Drive
The proposed development for this site is the construction of a
7,234 sf single story Autozone auto parts store, together with
associated parking, drainage, and utilities
.....
~
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62
ZONE R\AA
(RES\OENT\AL
SINGLE F AM\L Y)
Fire Protection: Fire Protection to the site will be provided
by an existing fire hydrant located at the north intersection
of Shore Drive & U,S 1
BUILDING SETBACKS:
REQUIRED
20,00'
PROPOSED
92,10'
79,64'
(PROPOSED
LOADING RAMP
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O 0 1----1'---- PROPOSED DUMPSTER
PAD ENCLOSURE,
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FRONT
SIDE
15,00'
20,00'
101,75'
REAR
GENERAL NOTES:
1, Contractor to verify location of all existing utilities (underground
'and overhead) prior to the commencement of construction, Any utility
conflicts shall be reported to the Engineer prior to commencement of
construe tion,
2. All construction and site practices to comply with the City of Boynton
and the current zoning ordinance,
3, Boundary and topographic information shown hereon provided by
Wollace Surveying Corp; dwg,#97-1297; dated 8/27/97
4, Pavement dimensions are to face of curb, unless noted otherwise,
5, Proposed building dimensions shown are provided by client and
ore outside wall dimensions,
6. All handicap parking spaces shall be installed with an above ground
"parking by disabled permit only" sign, mounted at a 7' height and
complying with F,D,O,1. FTP 25, Index No, 17355,
7, All applicable permits to be obtained before construction commences,
8, All required parking spaces, dumpster plJds, and other areas requiring
striping shall be identified using the Striping and Visual Contact
Criteria of the Manual of Uniform Traffic Control Devices (Federal
Highway Administration - F,H,W,A.),
9 ' All parking stall striping (except handicap space) and directional
arrows shall be white, All stripes are ta be 4" wide, unless otherwise
indicated,
10, Water for firefighting shall be available for use prior to
combustibles being brought on site,
11, Contractor is responsible for restoration of any existing pavement, sod,
landscaping, irrigation, sidewalks, curbing, utilities and drainage systems
damaged during construction. All damaged areas are ta be restored to
original condition 01"" better,
12. Project benchmark: PK nail & disk in power pole
Elevation = 13,00
13, For areas outside the property lines, repair and/or replace all damage
done to existing elements (sidewalks, paving, landscaping, utilities, etc,)
as required by Owner and/or governing authority.
14, For all items noted to be removed, remove not only the aboveground
elements, but all U1nderground elements as well; including, but not
necessarily limited to: foundations, tree roots, old abandoned pipe, etc,
15, For existing tree removal/preservation see landscape plan,
16, Sign permit to be obtained by owner,
17, Telephone and electric services are to be designed and installed by others,
18. Contractor to verify existing trees to be removed PRIOR to commencement
of construction. Existing trees to be removed are to be flagged and verified
with owner prior to removal.
19, Contractor acknowledges that, included in the various items of the proposal
and in the total bi.d prices, are costs for complying with the the Florida Trench
Safety Act (90-96" Lows of Florida), These bid prices are to reflect actual costs
for complying with the trench safety oct (and the requirements of OSHA), Contractor
is to provide the owner with a list identifying the trench safety measure description,
the units of measure, the quantity, unit costs, and total costs for each trench
safety measure the contractor proposes to utilize during construction of any phase
of this project, This list of trench safety measures and costs is to be supplied to
the owner with the bid,
Beach,
20. This property is located in Flood Zone S, according to F,I.R,M.
(Flood Insurance Rate Mop) No, 120196 0004 c, doted Sept. 30, 1982
21, All troJffic signing and pavement markin9 shall comply with the U,S,
Department oJ Transportation Federal Highway Administration Manual
on Uniform Traffic Control Devices,
NOTE! ALL PAVEMENT DIMENSIONS ARE TO
THE FACE OF CURB,UNLESS OTHERWISE ~
NOTED AS BACK OF CURB (B.O.C.) ~
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LEGEND:
NOTE:
Contrac,tor to provide tacUe surface
at ends of sidewalks that are flush
with adjacent vehicular traffic areas
per ADA requirements.
_'8-
EXISTING GROUND CONTOUR
PROPOSED GROUNO CONTOUR
EXISTING SPOT ELEVATION
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~ EXIST. SHELL ROCK ,'0 m711 \~ ~95 ~ - - - - - r;;;;l r;;;;l " REQUIREME TS
2 ~\), ~ ..J EXIST A1PHAL T _ ....l q :O~/~ ~ ~ ~ '" " ", ~ ,t.
-I, EXIST., ~DE_AD END_~l 01 ,1- - - -E5" - + A:;::-;::;;1 ;_ ~ ~ '~ ,,\)~' NOTE! ALL TREES SHO\^IN ARE TO BE PRESERVED
,!S1~ _ _ _ - - - -...- - ,\)~/. -............... ~ I/~ 1&14 ",'0 t\.'4...... ,\'?l>II<~. FLAGGING IS TO BE ERECTED AROUND DRIPUNE
...,..1- - - ,/ , ~ '-... ^ 1 -- ......J...-" . ,~ OF EXISTING TREES, AND AREA AROUND TREES IS
~') ,-' ~,\)> 1- -~:"~g;J-- - 'ff. 1~_ -~ <;,~- --=- ~ \ TO REMAIN UNDISTURBED,
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EXIST. NO PARKING II I I ~ 1021 ,\ ~ I ~ ' TAPER (TYP) CLUSTER ~ . (\
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~ 5:: ~ IN POWER POLE I "" ~ /f .~- ,- '" ~i1 0 '"
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o,t.'Jit1- ,;,~ \ )-.r, ! ~~0 B, I~ ~ @ ~-15' ~ co ~;~~
''?l~II~' .7/ \ : G~tj - ~ 121 \ 0 8~~
,\). II ~ 1/ I' dwC5 ~.V--l zO o~
VI' ~ I....J a::: a T12031 PROPSED ROOF ~ I""" 0 ~ ~ 0 ~
I I 0 ,~ ," i ~ E ~ sP J i L:.:::J DRAINS (TYP) ~ ........", ~ ~ L5 '3':;-
I': ~ f~:p~ T ER ! ~~~~ :,40 -'.' 8~ -- _ ~ ~~:~~
I V'l "J 1 Q.. W 0 12,4.3 ..... -I I- 0 >
~I x ,\ I IO-i ~~ ()oF8~
'\)'~'OII w ~ : ~~~ · G2.531 ~ <. () ~ ~~~~o
,\)' II ~ u- ~ ! ~[~ ~ · AREA = 7.234 SQ. FT. C := ~ <. ( .. 8C5~~ci:
----11 0 2:5~ 11~~ ~. \:' ~1 FINISH FLOOR ELEV. 12.60* t 15' 0) [ ,...:
Exr~;GNNO PARKING ,II +: ~g~~! -1". c..*' ~ * 100 YEAR FLOOD STAGE
It" Z V>xQ.. ': ~ -
I '" ~2:5Ui6 1 ~wCL .
~ I ", 0 0 Z I- ' 1 >- / .
. '\)~~II G ~ \ e: tj: ~: f iJt:- · T;2"5;l
\"11 I-<(Cj Vl'~W LO: zl- ~
-' Q..~~Q.. a, Ooz
I ~w ~o== W .
I 0::':: <(a:::i5tj~: ~C5
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I \ w~ Q..Q..~z Oll 6<( · ~ ~
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a \\)'\)':>o I ,,:: <( F I - 0 ro if ~2'4.3
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o II )w~ tno<(~
8 ZW~I-
t3 II OIOW
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n ~t. n ti B --
\ \ ,'1- I I q,1 5 0:: ').t. ,,>'0 r;769l
I \ ";)~I I'"~ ~, I' "8 ~ 1137
\ I ,'1-' I I 8 \\):1' \ ~ '--- ]"
\ \ II
\ \ II
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\ \ I j(O j g ~ A tr-b ~i IB A
\ \ ~\" ~C5a::: l I ,.t>c~ ",=>'0 ~ j
\ I ,.,,'O\) II u' ' 0 ~ \), I I ~
\1'''' I ~5 ~~& ~ I 1 C_____
\ \ I I~ w 0 0 ' I 1'\
\ \ II: ~ci~6 I: 11116jlCONST' CURB :
I \ II~ . 5~w I .L L.:..:..::.J TAPER (TYP) ~:
w Q.. C5 0 I [' ~ 1110 II
' I \ I I t>c'J ~ ~ ~ I ~v ~ ,,-J"
\~'1-~'1-II'~' ~~~~ ,,>"J ~"l 'P~
\ I II ,0 ~ ::i '(I ~116.3 ~REMOVE EXISTING SIDEWALK AND
\ \ I 1 ~ I t...:..:.=..J CURB WITHIN PROPOSED DRIVEWAY
I I II EXIST. NO PARKING"i 11,57 AREA
~ 1 SIGN '0
~ \ ,~\~ 1 ",=> ,"
I ~ ,,~:'\" ,~ i .(
I 8 1 \\:l :> W \
L~l~o. _ '~:\ ~-', ~"~
";),\) I ,---EXlSTING-I--~:~1 t.; u~"() __-----
, 'I BRIDGE 0.... Ilu ~6--
UNDER ..=II ?j, II~ 5 - ~o,w. EL.=8.ll
I CONSTRUCTION I,,' B ~
~
GRAPHIC SCALE
20'
I
40'
I
20' 0'
~
10'
~
(IN FEET )
INCH = 20 FT,
1'0
",~o
........,~'
((l )
I I 'I
I I ~',
I I all
11,011
<ou,~'~11
,,~ NIl
~r I
?;51 /
:;U
,~ t."
'\ ",
a
~k
", 1'1- 'A\.
" ,,~' ,...
.,
15'
(,:
3 TO BE. SODDED
...J
ro
F.F,E,=12,60
'J~
",
"
~,
~,
z ,"
<{
a
w
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, I ......
\1-- "~\ ........................
\1 \...... ~,t."
;; ....-- CaNST, 6' HIGH \STUCCO FACED ';
Y' MASONRY WALL ~SEE PLANS BYI
\I OTHERS) I I
II
" \ \~~
"
\r~ C )\." \ 0
II . \~\?
\I \) ~~~t '0 \.
I~' r - -;:, "" ~'J'1-
\1-+-
1\ \ ,,'J
1\ ~
,'OJ
~, I
\ -------r- BACKSLOPE TO MATCH EXISTING
~ i GRADE @ 4: 1 SLOPE (SOD)-(TYP,)
1 I
I '?l' r- - - - 1\
~, \
\ ~----~
I~ I II
I~ I
I: I I
10' I
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d \
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EXIST, ASPHALT
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/' DRY RElENTI 0 N AREA
TOP OF BANK (T,O.B,)= 1,0
BOTTOM (BTM,)=7,O
SIDE SLOPES=4: 1
25 YEAR 72 HOUR P AK ST AGE= 10,73
MAX, OUTFALL RA TE~ 0,42 C.F,S,
I
II
,"
1
/
~
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'0
r-
g
EXIST.
1-STORY
GARAGE
f,f.EL.=8.95
I
.
~
~
T.O,S,
_\1------------
CONST, TYPE 'F' INLET
RIM=10,76
IN,=8,OO /
Ol
f'.
~ci< !~
..- oi <,
OJ .
f'.
(
)
CONST, MODIFIED TYPE ' , OUTFALL BOX
RIM/TOP OF SKIMMER=l ,75
3" PVC ORIFICE INV,=750
BOTTOM OF SKIMMER- ,00
8" PVC OUTFALL PIP. =7,00
BOTTOM OF INLET= ,50
(SEE DETAIL, SHT, 3)
anA,
/
...I
8TM.
10,75
-
-- 55'
:',-
t
7
I
I
\ I
INSTALL TEMPORARY STAI<ED SILT
SCREEN (TO BE REMOVED UPON
COMPLETION OF CONSTRUCTION)
,
~
, EJ....
< :::: -- -
------+- CONST, 62 L.F,-18" RCP @ 1.61%
w/ 4: 1 CONC, MITERED END; INV,=7,OO
7.
8.0
--
/,0/
-9.0
10.0
11.1.)'
38,00'
\
\
/
7
~~
~
~
\
.
~~
T,O.8.
~>
~\
\.V_ ,
~,
------
--------
---~--
--
,,:.
.
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\
----
_If__--
....--CONST, 45 L,F, 8" PVC OUTFALL PIPE @ 2,22%
~ '?l:'\
-t-3,- - -- EXIS;'- ~F.
~
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r -
\
, ,,)
/('
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EXIST, SPILLWAY
,o~
'?l:'\
'?l~
~~
~
~
/\
--
\ E.O.W, EL=-.3.23 -
~CONST, CONCRETE MITERED ENDW/ SPLASH PAD;
INV.=6,QO
"0
,\)'
~
,\).
I
I
BOYNTON CANAL
BOYNTON CANAL
STATE ROAD NO.5
...
AUTOlONE SITE
w
Z
:J
3'
7'1:
PROPOSED
DRlVEWA Y
4'1: 3'
EXISTING ~
PAVEMENT
----
MA TCH EXIST, EDGE ~
OF PAVEMENT (TYP)
PROPOSED VALLEY
GUTTER (SEE DETAIL,
SHEET 4)
SECTl1lli 'A-A'
N,T.S,
25'
AUTOZONE SITE
5'
W
z
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I-
a:::
W
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o
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SECTION '8-8'
N,T s,
BOTTOM=7.0
~
\ PROPOSED
PAVEMENT
SHORE DRIVE
5'1:
PROPOSED
DRIVEWAY
r EXISTING
r;x' PAVEMENT
G
,,<:>'
/_------
'- MA TCH EXIST, EDGE
OF PAVEMENT (TYP)
AUTOZONE SITE
W
z
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<(
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lJJ
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<( m
o ~
l'-
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t\.~
VARIES (SEE PLANS)
DRY RETENDON AREA
16' VARIES 16'
TO BE SODDEDI'" TO BE SEED AND MULCHED TO BE SODDED
TOP OF BANK=ll,O EXISTING GRADE TOP OF BANK=11,O
- - - - -,- --- - -~ ""
,,"-' -- '-- -- --- - -- Cl
~ ~<:>-o-
12'
Vl
co
U
~
V>
X
W
.sECTION 'C-C'
N,T S,
CONST 6' HIGH STUCCO
FACED MASONRY WALL
(SEE PLANS BY OTHERS)
MA TCH EXISTING
GRADE
2
"
I~
9
,~
.~
.trJ
I~
10
I
..
o
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ril
ril
Z
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trJ
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o
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tal g
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of
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\ EXIST. HYDRANT "f
\ \
l-. ~
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'------r--
l
1\
I
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EXIST. CONe. ~
I
\
\
EXIST, SANITARY;> J j
MANHOL ,L- - - - - - - - - - I ?Ii
-----:EN CU~:STI:::::-<1/ I \~
FOR SANITARY ~-tAiERAL \ \ ><
INST AIJ.AlION~EP AIR PER \ \ w
_ ;-GE"f70.[; RESTORE AND RESOD
ALL PERVIOUS AREAS mAT ARE /' \ I
DISTURBED 'MrnlN RIGHT OF WAY. / \ ~
_----_ 0'(' \
------ ......... / \
\-
\
CAUTION! CONSTRUCTIOJl( SANITARY \ \
SE~..B .EJP..E. U-YA-REetJlRE GNIFlCANT \ ~
- -"bEWA TERING. CONTRACTOR I ~ESPONSIBLE \ 1'\
FOR OBTAINING ALL DEWATERI"~ PERMITS. \ 1
EXIST. ASPHAlT \ \
~ \ \\
-------M---......, '\ \ ~
, \\ \\ ~
\ \;
\ \
\\ :\ \
\ \ \ \
\\ \\ ~
\\ \~\ ~. Q
\ \\\ ~
\ \ \ \\ - ~
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\\\ \~~~ a
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\ \...... \
""-\ ......
\ .......'
1: ~- (___--~ \ ~.............
\I ~X\ST, ANCflOR\ I
(TYP,) I \ I
\I I \ I
\\ I \ \
\I 1 \
\I \ \
\I ) \
\I ~ \
\I _--- '"
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1\ ~
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EXIST. 6" W.M..:..._-----------
-----
- - - - - - - - -E-MAIN EXIST, SANITARY ~~~~,oC:NITARY
EX\ST..:- 10"YORC _ - - - - - - - - ~, MANHOLE RIM EL.'"'9.66
_ _ _ _ _ _ _ _ _ - - - - - "R~ EL.=9,68'" INV,EL.=-4.34
, - "" --
EXIST S"W.M. SHORE DRIV~_ ~==_~
UNDER CONSTRUCTION I' - 'r- - j l EXiSt
_ _ -... I EX, LIFT
_ _ _ _ _ _ - - - - - - - - - \ _ 1 -\:y1.ATI()1\l J -
--
EXIST. GRASS t.AEDIAN I \
-4- - - -=0/11- =- ~ _ -.: ~ ~ -= _ ~~RE DRILL WALL OF EXISTING ut:fS~ON; ~
- - - - - - CUORD-rnm-'MrnPALM-BEACH COUNTY UTIUTlE~
FOR DETERM~ATION OF .-I1s=I!i.U{VATlON \
r
..J EXIST, ASPHALT \
-~
\,
\
GRAPHIC SCALE
20' O'
~
10'
jT
20'
L
I
~
Jllr./l
II I ~ EXIST. SHELL ROCK
1/
11 I S EXIST. DEAD END
II ~ ~.::~ ------ ---
II' ,
v '
.1j I
EXIST, NO PARKING~111~. II
SIGN /.l I;
" 11
~ Ufll
z ...............t1JJ'1
~w~ I~ ~j
a~~ I rll
~~~ II II
~ Ii cd II II
I'll
CD I , I I
all I I
011 j J
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U I <J>
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Nil I
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(j I I I
" I
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I III
I III
Ilj
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~:~
In~
ll~
'II
, ~
EXIST. NO PARKING------11III;
SIGN I~
: 11~
II~.
i/H
EXIST, WATER { 'II
METER I I H
~h~
~ ITf
a II{ I
o III L
8 ~ III
'N ~ I
~ a I
~ et: I
I
{
\
I
\
\
I
( IN fEET )
1 INCH = 20 FT.
...........
/ (l)
I I I J
II ~I
I I al:
I I 0 II
U 811
'NIl
~II
i'j I I
lJ
CONNECT TO EXIST. WATER ME
Wi 1. PVC WATER SERVICE
~:.,6. SANITARY SE~R
CLE\T
CON ST. 6" ~ SANITARY SE\\ER
LA TERAL 0 2. OO~
\
CONST. 6. SANIT \ SE~R
CLEANOUT \
\
in
I"')
CON ST. 1" PVC WATER SERIACE/
2'
. ~
EXIST, SANITARY
MANHOLE
RIM EL.=8,61
INVEL=-3,19
\
\
\
)
,
'~CONST. 6" SANITARY SE~R
ClEANOUT
.
10'
~
AREA = 7.234 SQ. FT.
FINISH FLOOR ELEV.=12..60
l/)
.
.
PROPOSED DRY
RETENTION AREA
.
~
.
--
.
.
in
,....
I
I
I
..
CONST. 6. PVC SANIT AAY SE~R
LATERAL 0 2.00%
.
EXISl. ASPHAL 1
.
.
.
I
I
I
!-----,
I I
r----.,
, '
, EXISl. ,
',-StORY ,
GARAGE ,
, f.f.EL....8.95
, '
, '
, '
L-----'
CONST. 6. 45' BEND
EXIST, TELEPHONE
RISER
BOX
CON ST. 6. SANITARY SE~R
CLEANOUT
CON ST. 1" PVC WATER SERVICE
n 'n
\ I II
II II
\ I I I
\ I I I
II II
II II
\ I Il~
\ \ II~
\ I Il~
\ I 118
I \ II':
II II~
I \ 11{j
\ I II
I \
\ I II
\ \ II
\I 11
I 1
~\
I ~ I m Ii
I ~ j alii ~ \
I !Q I ulll U~
~(jl________~:~8 0
I " EXISTING I ~II ~ ~z
I '--- BRIDGE~' ~ \I U
UNDER I-~I w II"'; 3
I CONSTRUCTION I . ~ <
{jet:
CONST. 1. 90' BENDS
~-
-----
---
_It-- --
- - -)to- -
---
==
---
--
EXIST. NO PARKING
SIGN
--
>6-----
- - EXIST. C,Lf.
)f-----
---
r-
\
\
I
E.O. W, EL.:a3.23
-----
--
-
-----
--,
--
To. W, EL...8.16
EXIST. SPILLWAY
BOYNTON CANAL
BOYNTON CANAL
40'
I
CLEAN OUT RING & COVER
U.S.F. No. 7621/RUSSCO C762
/1" (TO .occoMMOOATE SOD)
,tf.I
'Z
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;~
'ti:t
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Q
1. CLEANOUTS TO BE LOCATED IN GRASS AREA WHENEVER POSSIBLE.
2. CLEANOUTS SHALL NOT BE INSTALLED IN TRAFFIC lANES OR AREAS
UNDER HEAW TRAfFIC LOADS,
3. THE COVER TO BE MARKED .SO.
4. CLEANOUTS TO BE INSTAll.ED PRIOR TO WATER METER RELEASE.
5. NO 90' BENDS SHALL BE USED FOR CLEANOUT INSTAlLATION,
6. THE DEVELOPER/PROPERlY OWNER OR ASSIGNEE SHALL BE RESPONSIBLE
FOR CEANOUT INSTAl.LA.TION PRIOR TO WATER METER INSTAlIJ\T10N AS
SPECIFIED BY THE DEPARTMENT.
7. A CONCRETE COLlAR MAY BE REQUIRED IF CLEANOUT IS LOCATED BETWEEN
DRIVEWAYS. SPECIAL CONSTRUCTION DETAIL WILL BE REQUIRED.
lYPICAL CLEANOUT INSTALLATION
w
J=-
et
C
F
2
..~.:"'%.l.1kW
.....,,"""
CC:
t.l..
<:0
en
en
.....
~
~
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c1:
:e
..
o
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~
r:z:1
~
-
~
r:z:1
Surface
Joint
Existing base
Min. .38" Cover
reqUired.
Stoge 12
Replaced base material (nme
or aheH rock) over ditch sha.
be twice the thickness of the
original base.
Stoge '-';-t 1 i' ~
GENERAl NOTES:
1. See Notes For Typical Trench
detaH for backfill and bedding
material apecirtCationL
2. Bose material shall be
placed In ff layerl and
each layer compacted to
~ of maximum denaity
per MSHTO T -180,
3. Asphalt concrete pavement
joints shaD be mechanl-
cony sawed.
4. Surface treated pavement
jointa shaH be lapped
and feathered.
5. Surface material wlH be
conaistent with the existing
surface, Th. affectted area
sha. be restored to equal
or better condition.
8. The developer/contractor
shaH be responsible for
compliance regarding On)'
additional specifICations as
required by the property owner.
(FOOT, County, City, .tc.....)
7. ExcavDtable "F1owable Fit with
ultimate compresslv. strength
between 50 and 150 psi may
be used to substitute for the
backfill and base materials.
~
~~ M
ll)
:>> O)ll)
N,;CO
o "',:~
'- <III
.... di~
'V iEi'-t
,en ~I~
c: ,;0
;: ~Jf
" :~
" !~
c ,~
a, I.
e 10
W '.-4
.:0
o
'- II
,'"
... Ill)
. '-t
h
Ci b
'-t
e 1_
I.;
:~
I~
'0.
DENSITY PROCEDURES:
The backfil for the first arwt
second stages shaH be placed
in ~ layers (compacted thick-
ness) and shaH be compacted
to 98" of maximum density os
determined by MSHTO T -180.
~
The contractor shaH provide
adequate compacted fill beneath
the haunches of the pipe, using
mechanical tamps suitobl. for
this purpose. Thle compaction
applies to the material placed
beneath the haunches of the pipe
and above any bedding required.
St(J(le 12
The contractor shaH obtain a
well-compacted bed and fill
along the sides of the pipe
and to a paint indicatin9 the
top of sub-grade material.
PIPE INSTALLATION UNDER
EXISTING PAVEMENT - OPEN CUT
I
c:
"
U)
U)
~
&Q
NOTE! ALL WATER AND SANITARY SEWER CONSTRUCTION
SHALL MEET PALM BEACH COUNTY UTiliTIES SPECIFICATlO~lc ~
(LA TEST EDITION) \\ ~ \\ \\ W
~ ~ 1~~ '
3
of
5
~ fJ,,1
Future Curb And~ti3
Gutter Construction
A 0& 20' R Or As Shown On Plans
1'-10"-4 -- C
1'-2"i --1-} ~ "fExp. Joint
,t-
~
.
-A
'--c
---B
Valley Gutter
Curb And Gutter
PlAN
J' -10"
I-
~r
I-
SECTION AA
6" /'-6" 1'-10"
"~'R W r
C\Jr-= ~ .t
li ~l
r
I'-~'
t "I
U7l~~[
.1
3'-0"
I' -2"
-~
~
.~ .-1
\S/ ~'l- ~
.1
5'-0"
SECTION BB
tw~
lLJ I
~ 3'-6"---l
SECTION CC
'I~ ~,.
\ ~r l~ [
VALLEY GU TTER
N.T.S.
o
:>
0.: ,
a-t
\
\
CONCRETE MITERED END; ]
2: 1 SLOPE
I
a
N
-
2'
-.........
----"
a
N
-
~
2'
~ ~,
~
4- p, V,C.
-
-
--
- -
-
-
-
-
CONCRm IolITERED END;
2:1 SLOPE
NOTE: USE 3000 P.S.I. CONCRETE
8"
fI
f-fI
b To ~. (*_ .
~ -,.... w ---c- 6i Std.
~ 'Y -L fI MIn.
I: a- ,I 2' -(/ ,I
*Note: When used on hIgh sIde of rO<KJways, the cross slope of the
gutter shall match the cross slope of the adjacent {X1Vement
the thickness of the lip shall be fI, unless otherwIse shown
on plans.
TYPE
~L ·
'F'
CURB & GUTTER
N.T.S,
PER PLAN
1/4": l' SLOPE MIN
AWAY FROM BUILDING
A
.
.'4
.
.
I
, 4 ~ " ': ' , '.
~,' .. ' ,. 4" .'
. .".
" .., ,
,~,'
· 4' ~,
X.'~'"
"-
\~
SIDEWALK FOOTER
NOTES:
1. USE 3000 PSI. CONCRETE.
2. TI-lIS DETAIL IS FOR SIDEWALKS
LOCATED ADJACENT TO PARKING.
ALL OTI-lER SIDEWALKS TO BE 4"
TI-lICK AND WILL NOT REQUIRE A
FOOTER.
CONCRETE SIDEWALK
--
5'
....
I
N
SPLASH PAD
-
:S'
SPLASH PAD
00
.. -::;.~.
\~",.
P.V.C.
MITERED END DETAIL
(OUTFALL MITERED END)
N.T.S.
D
x
IS"
IEr
U'
3
3
4
4
5
&
2"7"
2 -I(/'
J'-5'
4'-3"
5','
6'.(j'
5',9"
7' - 8"
8 -(1'
/
~ Sod I-Y / B~eled Or Round Corners
11
0..
Grat.
~
~s
'1'
o
o
ro
m
m
......
Ii
'" ""
I
I
I
t:2=: ;;;;;... :::s;
L.--
~
b::::: F t=a-
J,...:::::= .....:...
1'''''
1\
Fastener '11 t '"
~
"'T
('f')
cD
"'T
ru
......
"
....
~
Cooorete Slab. J" Thlclr. Reinforced 'il1t~ ~"",
WWF 5x6.WI,4AWI.4 '~'...
tD
ru
C-
eo
X
:::l
.c
I-
TOP VIEW-SINGLE PIPE
Irl
I
llJ
o
ru
m
C\J
,..-
D'l
C
LW
,..-
01
3!:
a
,..-
U
ROUND
-
/' Construotfon JoInts Permitted
i
)
o
-
~
~
~
~
~
~~
1
o
/~./'f
DET AIL
N.T,S.
CONCRETE MITERED END; -7
2: 1 SLOPE
o
:>
0.: ,
I
I
~
.....
J.
\
2'
--.....,
../
a
N
-
~
2'
~St..Opr
--'/1 ~~.,
'~',~"',
~:~...;,.
4- P. V.C.
1
-
-
-
-
-
-
-
-
-
CONCRETE MITERED END;
4: 1 SLOPE
NOTE: USE 3000 P.S.1. CONCRETE
4"
P.V.C.
MITERED
(DOWNSPOUT MITERED ENDS)
N.T,S.
QUANTITIES
GRA TE SIZES
Standard Extra
Weight Pipe Strong Pipe
'-~' --
(Cu. Yds.J SODDING (Sq. Yds.J
Triple Quad Single Double Triple Quad
Pipe Pipe Pipe Pipe Pipe Pipe
/,54 /.94__I---~ 10 II 12
/.71 2.fl '- 9 10 12 13
2.15 2.75 we_ _..1L- /3 15
2.74 J,SO 12 14 /5 J[--.;:--
3,33 4,2.4 13 15 17 _1-_20 ~
4,().f . 5,25 1-_ /1-- ~ 19 22,
4.70 5.14~. 18 21 2.4
5.54_ 7,28 fl 20 __ ~_ 27
6:JL ~~__ '-_ 18 22, 25 29
2
2
2
Z
3
3'
CONCRETE
Single Double
Pipe Pipe
0.76 1.16
0.85 /,28
1.02 1,58
J" /.2J /,98
j /.40 2,38
J /.60 2,8.3
J",' .__ -t:.81 J,26
<I 2.03 J.78
of' 2.28 4.36
SloPiJ V, 2' S.
4{1d A arles Oq
S~"lJt t"~I];f:iJ /)11t>~
0,.. 8 OU/I'1." rrq, ,
CqfIOf) o'llSItIOi/
91al/8 '"
~I.t
-[
c
Grat"s S. 8
'IJoe"a" 1'1"
c, ro
c,
4:/
~COf>CretiJ~
PIpe '\
2'
Not Less Thm D
No Pipe Joint Permitted
Unless Approved By The engineer
E
Paid For As 1'ipe Culvert
...
F (Pip. To B. Included Under UnIt PrlOll For IIltlJred End Sect/onJ
I-
Z
W
~
-<
a.
L-.
in
,.--
CONCRETE
CURB
25'
20'
4' 1S'
~~"'~a
PAVEMENT V ..........99
"1..1
1. _
5'
2'
1~'
./f r ~::I1
-
I
Il" 2"R. 4'-0" ll/'/2"R
L r-x r3-R. f"
(, f, \/ 1.5--, A'~ ~t
..- · '. .......6 .J . . ..' .'
-:- -..- - -:- -:.. -+ -:'1 -r~ - ~-
3'-8"' t 8" L4"
5'-0" \
LS-xS" NO. 10/10 W.W,M.
8-
NOTE! USE 3000 P,S.1. CONCRETE (MIN.)
CONCRETE FLUME DETAIL
N.T.S,
--
5'
.....
I
N
HANDICAP RAMP /STRIPINGDETAIL
.
SPLASH PAD
--
:sO
SPLASHPAO
-
2' I
~o
IF.-:t'1'~
\~ cP.
W'
~
3'
END
DET AIL
r
~L
Lt)
5',,,
BI
_ !.=- =-l& =- =IIIr =- =IIIr =- ~ ~ ~
II 11 II
II ~-4.==-~==~==,....
8"
4'-(j'
!;: A
~ L
b
t
~
Eye Bolt
See Indu 2f)I
.. , = ~ Ii ft.. =16. , =l1!:= _ =i Ib = d =-
~r- I'
-. 1 - --~... ==- =I... ==- =Iii- ==- =Iii- =, ;",.'
PLAN
B.-J
~
Lt) -f' -(/'
..,
:,...- ~ool Edgu To J/" RadIus........... ............
1,75'
a
('oj
9.5'
STANDARD SPACE
6'
3'
1. 75'
(
~
/
w
u
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a..
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<.:>
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a..
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w
a:::
u
z
o
u
a..
o
l-
V)
W
a:::
F
w
I-
w
a:::
u
z
o
u
a:::
o
u..
.('oj
*
TIRE STOP LOCATION
N.T.S.
s:--~
---- ~ ~"^ '?
~
~~w.'?
i 2:, i
~
'I ~
~
8"
.. A
"--1
;I
~
....
..,
12'
HANDICAP SPACE
6'
3'
I
3
~
DET AIL
* ALL RAMPS TO HAVE DETECTIBLE
WARNINGS PER A,O.A. REQUIREMENTS,
"'"tY
~~i--..-
r:J
c),
~oo. f
~/
~
,/
t
HANDICAP
PARKING
SPACE
t
..
4" BLUE STRIPE (TYP)
"
HANDICAP
PARKING
SPACE
4"WIDE DIAGONAL STRIPES
PAINTED BLUE; 2' ON CENTER
.. 4" BLUE STRIPE (TYP)
---- 4" WHITE STRIPE (TYP)
N,T.S.
()verlap 2' III
Varies
JOlnt-j~ Woven Or Non-Woven
Ifl' I Ii!' Filter Fabric
11111. Till" Y Typ. D' J
1 ,,_ (Se. Index 199)
I IS~~D~~
EWPTICAJ. PIPE
JoInt
o
It ~\I\'
..\1\'
EWPTlCAL PIPE SHOWN
ISOMETRIC VIEW
marl
Joint
I I '/lINen Or NO,n' Woven
III", Filter Fabric
Seoxlng Device
ROUND PIPE
PIPE SECTiONS
Cost I1f filler fabric jacket 10 bIJ Incll.Xled In COB of pIp. culverfll.
FOR ALL PIPE TYPES - CONCRETE PIPE SHOWN
FILTER FABRIC JACKET
PIPE WRAP 'DEI AIL
N.T.S.
LJ X J x5/lS'_
'\
J' - J() J/8"
( 18 Spaces ~ 2. 9/16")
19 Bars ~ 1/"
~
~
~J x J x 5//6".../
STEEL GRA TE
Steel GratThg, StraIght Bors 3")( 1/"
RetToullne Bars I!')( J/I(/'
5 I/I!'
5 I/I!'
J'-(/'
~-Ir
",- !;.Tool Edges To J/" Radlu$~-....
iIIl ...
l __ JA
" ~ lear I!' fkg: ~ -4 4f
~= f=== ==F ==
-=- -
J I/I!' 8"1 I ~-(/' I 8"
I I .
I!' Cleo) 0' tr 1= = 1= rr
I 1~1 i II!' L-
~=rr rq-,-
~
~
..,
2'Sod
~r
I-t....
-~
I
rl
.
=
~ I
_ tJ :!il.:
I -I (t 1 I 8" ~r~~ >C
I!' ~/ear I i I ~ ~/&ar t ~ t8 i ~ i ~
t==t=~H==1 ~ g~i::j~- ~
#4Ba1&~/2Ich. I I ~l~jj
====--= ' ~ .T ==:!I ...,.
-. I lol I \ (I
SECTION AA ~ #-f Bars ~ II!' ctrs.
*SIOP/JI
To Ir PIp. For PIPN /if' And Smaller
2J For Pipe. 21{' And Larger.
SECTION
R.C.P.
MITERED END DETAIL
N,T.S.
II
"
SECTION BB
NOTE: REFER TO F.D.O. T. INDEX # 233
TYPE
'F'
INLET DETAI,L
NTS
w
u
<(
a..
V)
<-'
z
~
a::
<(
a..
"L{)
0:)
a::
o
u..
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*
NOTE: 9' X 20' PARKING SPACE, WHER STOP,
3' FROM TOP OF SPACE TO FACE
OF 'M-IEEL STOP
7/8" D'IA. HOlE
~"
?
--14- ~
( r\ C'
///// "/////T,
12"
12- <
/'.......
3'-8-
o
12"
/'.......
o
S'-O"
---v;<~
18"-3/4" STEEL
ROD
--
-L
NOTE:
CONCRETE SHALL BE 3000 PSI 28 DAY STRENGTI-I
CONCRETE TIRE STOP DETAIL
N.T.S.
SldiJwaJt
WldIIt VlVr.. ~l-- ~ ~ClI:'t ~ f:n1,,";;::~
Shown',
r1 :l.\'
~~
RAJlP WITH INTEGRAL CAST CURB
.2-.
-.--
n $,~
~~
-
1\9 1\
. !
'" II/
~ if
~ I II
~<)~
4 . j J ,I!' erolSWO/k
'C UMtTI'!l.)
qI,
, Crosswvlt
Iii' "'n.!
/
~Cut1l~
RAMP WITH SEPARATELY CAST CURB
RAMP CURB OPTIONS
GENERAL NOTES
I, Pedlslrran pat/rO'ays with runnIng slopes steeper than 21U Dr. IXIflSf<Jered ra/t'l>S-
ROh'p ruMlng slopes shall not exceed 12J, RairI> cross slopes shall not exoeed 0,02-
2. Curbed facilities wIth si<Jewalks at>d lhos. wlthi>ut sidewalks ore to hqye oorb
cut rOh'pS oonsltwled at all streel Inlersect/OIlS at>d at lumOeJI. lhat hqye ourbed
relums. PartIal curb relufTl$ wll exlend to the /Tmlt preilOflb/Jd I:N Ind9X No. 5/5
to acooJMIIJdat. curb cut ~s. Ranr>iI DOIlSINOled at ICXXJtIOfJil wltfiout sf<Jewalks
shall haYe 0 lat>dlng DOIlstrueted at the top of ~ ~. see Sheet ~ of J,
J. ThIJ ICXXJtion at>d orienlation I1f aJrb aJt rOh'pS shall bIJ as shown in thIJ plOl1S,
4, If 0 curb out rOh'p Is located where pedestriOfl8 rrwt wolk across the rOfnp, Ih/in lhe
walk shall hqy. Ir01lsltron slopes to the ra/f'f)l the ITIlaxiflXJtl1 sl~ ()f the trOfJilltiOllS
shall be /2J, CiJrb aJt r~ wlffl relumed curbs rrqy bIJ used where pedesfriOl1s
WOUld not flOlloolly walk aaross the ratrrJ. see Sheet Z of J,
5, R~ /lJIliI shalf hqye a lactlle surfoce, Roir(> fandlnas adjoinlnQ vehioolor ways
shalf hqy. a tacme surfoce 36' wId. bordering Ihe vehlcvlor WilY. Tac/ll.
surfoces shall be COfISlrucfed I:N teAturlna to a deplh not exceedIng OJ us.
I1f a ta/fV) or railer fabrioofed wltn an I/fV)rlnung $lJrfcx;;. of elth8r f ~sh O.e50
wire cloth (pialn weave. oonventlOllGl arl/fV)). 6 eXPOndded melol (s1aF>dardJ or
JIb. e'J)a!ldeed metal Qratlng. TratlSltlon slopes are IIUI 10 hqye loom. surfcx;;es,
6, Wh8re a curb cvf /'rJ/fV) Is conslructed wlhln exlstl{/fl curb. curb and {lIJffer and/or
sldewoM:. the exist/ng curb or cvrb at>d {lIJffer wll bIJ ,emoved to the nearest joint
beyond the drop wrb or to lhe extent tf,af na relTll1ining sl'JlJlion I1f curb or curb at>d
gutter il less thall 5' lona. The exIsting sidewalk shall be relfl(Ned 10 the nearest
Joint blJyorrtl the Iransltlon slope or walk around or the the extent that na relTll1lnlna
sect/on of sIdewalk's leu IhaIl 5' long.
7 Ranpil to bIJ paid for O. folliIWiIl
Rmrt>II, reoohstruated sidewalks, walk around sidewalks and landing# "'. to be paid for
under the contract unit price for Conorel. Si<Jewalk LJ. SY,
Drop curW and reconsfructed aJrW are 10 blJpald for under the contract unit prlc. for
the parent curb. I, e.. Cone. Curl> (~-.l. LF. or Cone. Curb and Guffer (Type-.l, LF.
When a seperate pay Ite.. for lhe rel1ll1VDl and <Jlsposol I1f exlstlna curb, curb at>d
gutter, and/or sidtlWalk Is not prt:Nided In the p/anll, the oost of removal at>d disposal
I1f these features shall be inoll.Xled i" the conlroat unit ptica for new curb, cvrb and
gutter and/or sld....alk respective",
PLAN VIEW
/
::..,....-
7
PICTORIAL VIEW
F.D.O.T.
SIDEWALK RAMPING DETAIL
N.T.S.
,/"- Concrete Pod; E1ev, -6.50
I 81l I
~
.3 PVC
o IFICE = 7.50
I" 2' -J 5/8'1
~J-: /4'
~
~
-~
~~
"J~
~ ~ "
I tI) ~e
(\J l~ q)
V'j'!Q
"
~
~~
::::::
8" pvc
~
I
1--
8" 2' (j'
"t<)
- ~
--
,
TYPE C
Straight Bars 2"x 3116.
Reticuline Bars I 114' x 3116"
Bonds I 112:' x 1/4'
Approx. WeIght 100 Lbs,
b
I
C\J
At minum
Sk mmer
PLAN
3' -4"
5 J/4"iq '" 2'-(f " ~5 J/: TOP OF INLET 8<
1-1 1 1 I I 'Y TOP OF SKIMMER " 'U5
~T r Grate- J , 8" ~ Aluminum Skimmer
-I i J - Ai. 3" PVC ORIFICE
GRADE SIDES LOPES TO ~.. I 1 V INV. EL. - 7.50
MAINTAIN 6. COVER OVER ?- J J
OUTFALL PIPE ~ 1 A.. SKIMMER BOTTOU - 7.00
...... f-'- -- I V 2'-0"
8" PVC INV. -7.00...... Ie I --1 BTU. OF RETENTION = 7.00
2:' CI,~" ~
?or- 10- --"T \ 2'-0" I A.. BOTTOM OF INLET &
:.L- 'I.. -, V TOP OF CONC. PAD = 6.50
"'- ""'- #4 Bars ~
SECT/ON 121l Ctrs.
'C'
Dg~
~,&~~~ s
TYPE
OUTFALL BOX
N,T.S.
\U~~~
~
Sec.: 22
","t.
'\,
~
~
,;<
r
Twp.: 45 SOUTH I
Rge.: 43 EAST
Design by S. N.
Drawn by M.D.
Checked by J. W. M.
~
o
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~
ti:l
p::
~ ~)
ti:l
~
ll.4
~ ~
~~~
~~
1&1
J-..
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ma'l'l"
C~
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.. 14 =- ---..J
~o
.~
DIMENSIONS &
M
A 8 C E F G Single Double Triple Quod N
P~e P~e P~e P~e
2,27 4.09' 5,36' 4,03' 8' /,22,' 4.53' 7.21' 9.79' 12...')!' /.19'
2,35' 5.12' 7-;mr '<;:03' 9' 1.41' 4,92' 7.75' 10.58' /3.42' 1,21
2,5J' 7.18' ~ 9.7/ 7.03' ~ 1/' 1.73' 5.50' 8.92' 12..33' 15.75 1,25
2.70' 9.25' /1.95' 9,03' 13' 2,00' 6.08' /0.33' lof.58' 18.83 /,29
2,(Jl II.J/'O 14.18' II.OJ'O IS' 2..2.4'- 5,61 /1.75' 16.83' 21,92' /,33
J,05 IJ..')! 16.4Z 13.0~' 17' 2.45' 7,25 13,25' 19,25' 25.25 1.38'
3,22,' 15.4J' 18.55' /5,03' 19' 2,65' 7,83' 14,58' 21.JJ' 28.08' 1.42'
3.39' fl.49' 20,88' fl,03' 21' 2.83' 8,4Z 16.08' 23.75 3/.42' /.46
3,55' 19.55' 23./1' 19.03' 23' J.OO' 9.00' fl,SO' 26,00' 34.50' /.50
~ 5.42' ~ 6.25' Dimensions permitted 10 allow use of 8' standard pipe lengths.
010.40' 010.10' Dimensions permitted 10 allow use of 12' standard plpe le/'1gfhs.
~ 0 Concrele slab sholl be deepened to form bridge aoroS$ crown of pipe. See seal/on below.
Connector-......... ~ /" Cons/:ructlon JOI~,ts Permlffed
<<.::0 S~ -----..::. U I--- H Oilch Grad. -......
!o ~ "J ~ ,~,,~
L I ....
,J' ~
lIS
'"0
'....
M
o
.....
rz..
-o<(~ ~
~1 ~
::>> ~~
o M~
'- <.
" ~~
en ~~
c '
- .....
~ ~~
" E!l>
c: ~~
~ ~~
C ::!l(
W .~
'-
tal &i~
~ ~~I
e a~,
~~
ll..,
O~
o
.....
~ ~
...~
...c:
()
lIS
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(/)
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aD
( (~
Date JAN. 21, 199
Scale: N. T,S.
Proj. No,: 292001
Sheet No.
4
of
5
)
5o~7
,
co
m
m
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('Y')
('Y')
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ru
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l.D'
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.c.
I-
1.0
I
ll.l
(:)
N
m
N
--
0>
C,
UJ
,., ;;'
0>,
3:
CI
-
<.;
1'-0' Hand rubbed domed
diameter /:?P to allow for
/: water run off
~, ,~.~
, ~', '"
r ~' , - Concrete must be
. , .J, '4' : I vibrated into place
4, "
" I''', 4 ," I FINISH: HAND RUBBED
,'...- ~, CONCRETE BOlLARD
I~, ~ '~:" r. , /; Elastomeric ca~lk
" '~ .. ,~ . ' at base ( GRAY)
, 4 L-- j ': Concrete walk
t-. ~ ' .
" , : " " " ' , ',4' 4" ~' "~
. , ' ,,4 ~
I -1IJn ~J1 .' '~ ~ -!J.t:j:;I1' I
~I tra h4'1:, 'i, ~; E~ four.l4's wit~
/',. ,-: ~,' ".', ,'4Sr 13 ties @ 12 O.C.
Four 13's --""'" ->0,- , '.' ,',', ,
each way } 1- '11' llr2~6' "' III !
..
OJ
~
Cu
,
l'
T ',' 4
NOTE: BOLLARDS TO BE FORMED FRO~ $ONOTUBES
REFER TO SHEET $-1 FOR BOLLARD LOCA nONS
NO SCALE
BOLLARD SECTION
NOTE:
~OUNT CANE BOLT AND
GA TE LATCH ASSEMBLIES
TriROUGH FACE BOARDS
INTO STEEL FRAME
t--
/ Cane bolt
guide (2)
M 2. steel tube Cane bolt 3/4.
~ \ / ~old rolled
steel rod.
Drill 7/8. hole in
~ Top of slob \ slob, Size to fit
) / bolt.
->0-- ,
"..
,
......
1 1/2. washer welded CANE BOLT
to '3p: bolt '
Lat~h plate w/ 3/4. .
4 bol handle '- ~ - 1-1/2 washer
I _ welded to
~~ 3/4. bolt "9 bolt for stop
__ stop bar ~-
1-1/tx6.x1/4. bent-+-
FRONT plate strike with SIDE
1-3/4. '" bolt
through frame
DOUBLE GATE LATCH
8 1/2.x2"x1/4" l' G~
latch plate with -+1'-
rounded edges II
-
T 0
STRIKE --- t
.....J~
NO SCALE
GA TE LATCH / BOLT DETAILS
....
I
~ Sawcut joint - fill
'0 with self leveling
~ elostomeric seorant
.....
'0
....
NOTE:
SEE ll1E GEOTECH REPORT FOR
SP ACING REQUIREMENTS
SEe-C02
NO SCALE
TYPICAL CONTROL JOINT
.
OJ
.......
.....
1
F
----
Fill joint with self leveling
elastomeric sealant
_____ 1 /2" dia. x 12. smooth
- - ~ -::::J aowels @ 12. O,C. Coat
- - - - - one end with bond
r------ breaker material
1/2" fiberboard
SEE ll1E GEOTECH REPORT FOR
SPACING REQUIREMENTS
.....------
'-------
NOTE:
NO SCALE
TYPICAL EXPANSION JOINT
Alemite 1610-BL
h)<lraulic grease
fitting to be
accessible for
maintenance
8. x 8. x 1/8.
~usset plate
INSIDE ONLY)
II corners
,,. weld @ 3" O,C,
all around
--.........
}' 7-1/4. 0.0.
n- hinge 6" long
-,<-. 1" x ~ x 1 /2.
~.L- 'r ~ to hinge Be gate
M~ " I
3. x 7-1/4" 1 O.~.. \Gate frame
tube. Weld
collar to ~
post. . \
6 1.0. pire
gate pos
NOTE:
PAINT ALL GATE FRAMES
AND PIPES RED.
18'-0' ClEAR
1. x 6.
Cedar Wood
Enclosure
5'-0' L 8'-0' ,5'-0'
1
..
~I
o
~Sh~
q Dumpster D
6-8 CY
Q
~Sh~
q Dumpster p
6-8 CY
\
~
d
6. 1.0. Steel
Posl ~
.
o
I
b
.-
1
~
':r:}
^
Gotes. See
Detail, this
sheet
NO SCAlE
/DUMPSTER LAYOUT
Top of wall
~ elev. See site or
/' grading plan
, '~,;.
,', : I, ~ --- Solid cop block
" - ~--- 8" double-face split
~:r-::: face C.~.U. Paint
--:-:' r to match building
, , ,,~,", (both sides)
Vertical #5 s @ 32","",,: ~ I '<
O,C. grout solid '" 1-
''It:4
.
~ ".I":" Finish grade varies
, See grading plan
~,
~
..
OJ
......
. e--. ___ Conc. footing
w/ 2 #5' bars
1'-6'} continuous
.....
}
NO SCALE
I SCREEN WALL DETAIL
DIMENSICN Be TYPE
...oncrete ~ectlon A
Dnve Aisle 5--
LoadinalDumoster 6"
Aooroaches 6.
R
17'-
1'.
12"
l
4Oq<J P~I ,conc. ____, ...,. " '
paVIng (mln,) ....-...' '44, ' ,:" A-:., ..'
w/ fioer mesh ,4 '" .. ..., 4" ' ..,
Compacted subgrade --.:: ~ !
, c::,.;lO
,'.' ~ I
-.....
I
-.....
NO SCAlE
I CONCRETE PAVING SECTION
..
'"
I
u.,
6" ~I :
Cane bolt
See detail
~
./ '~I""
~ : II: I
-h 1"1
-'<- L u.J
P'-61
7 -1 I:;
0.0. lube
collar
field
welded
to gate
post
NO SCALE
GA TE DETAIL FOR DUMPSTER ENCLOSURE
NOTE: SIGN TO HA~ HIGH INTENSITY
ENCAPSULATED LENS FACE, 1
FRO~ PA~MENT TO BOTTOM
Of SIGN BLADE.
STOP
STOP
--.-
;:...
-
--
30. X 30.
R1-1 SIGN
~I ,~
~ t~t
NO SCALE
I STOP SIGN DETAIL
(Handicap Sign as required
by Local ana State ordinances
mounted on face of building.
IWDCN'
6.
NOTE: ADDITIONAL SIGNAGE
MAY BE REQUIRED (FINES,
ETC.) CHECK 'MTri LOCAL
GOvrRNING AUrnORITIES
,
~.
~
>
0-
1.&.15
>F
~~
~
t
~
'" .
.J!: " , ,~ '
r... .t....
PARl<IIC
TT
II
II
II
I~ ::-:,.:' .
: 'II,:,
,
" .,1-
2" square tube with
closed top, (TO BE
USED ONLY IF SIGN IS
NOT BUILDING MOUNTABLE)
~ ~II=
I
Cu 'U
:.',1'.
.IX
-
~ 8.'" concrete filled
post hole
M
I
NO SCAlE
I TYPICAL HANDICAP SIGN-~
3/4. COX pi ~d 4' x 8'
aHach wi~ f;% flush
screws 12 on center
#2 treated 2.X4"X 8' L.
--
;:;:;' I"ioC.L
_~: I
1 I
1 1
,
:---
/
/
/
/
/
/
/ .-:.z:l
rtC.../ ~::::::-,r 1
~ /' r-~ IL~
~ / ./' ______ I
"'."'~~ , ~ I I '"
..'.r: .' ',~, , I ,.
,:~. ..., ,', '". . ~ ", ~::
,,::I~ ' . ~Li:,,;. .".' ,II "
." ~ . .'. ~f~p~'. -" I I
"~',l" ~".~;v;~~:. r, Y,.. ':";'~ ',.. .: I ' I
,"',~~,~\. "~.. '-';"1':',' I.V ,. I
. . .t,~q;"" . ,...,: / II
. '. ~-- ". .:.~~:~,,,: '\. / I I
~:.:!..~~~: / ..v-
'~,,/
---- ~
r--...,
11/
2'-6.
into
grade
Sign face 3/16. Coroplast' is
supplied by. AutozoneBe installed
by. contr~ctor, Use :/J8 TEC scre~
With 1/4 galvpnized waqsher 24
on center & 1 back from edge.
NO SCALE
I COMING SOON SIGN
~----------I
I Rolling overhead steel door I
~=(SeePlananddetaiIS)=~ ~
11 a III
I
Line of \~ ~I ~
block
6/-0'
Pipe guard
~ Door opening ~ Q
CENTER PIPE GUARDS
ON EDGE OF OPENING
NO SCAlE
I PIPE GUARD @ ROLL-UP DOOR
, :':t
:. .
a
o
I
in
N
-400 watt metal halide
shoebox Iigh t fixture
two per pole, forward throw
^
I' :;d 'I
-Ii -
:1
II _____5. sq, steel pole
, II bronze finish
II '
II
II
II
II
1:/
~/
/11
II
II
II
..,
4 anchor bolts
furnished by
light pole
manufacturer
"',
Set pole on
/ / non-shrink
Ii // grout base
tOt" :"'1 11' · 3/4. chamfer
:~r,ll ~ II:
~"'1r-'
'" ~,t~. Finish grad~ or
. ",.~ :' / I top of paVIng,
l~ 1Ii '~ I' / See site plan
, :.,: 11,','; . for location
: ...' '. . .-
".',.',. .."l~lr7,~':," "...,
'" ~''1r ;": t'
.......W ':'~"~'~,lli:J 24. dia, concr~te
t...,..r .:~ base W/ 4-15 s
_ _ _ ' .. JJ ,~~J vert. Be f) ties
- - - !~~.','~'t @12.0.C.
1+,>~:e
,~, '" ..,.:rf!~ Eiectric conduit
.
o
I
'h
....
a :::::!E
CO ::l
I:::::!E
'h Z
::::it
NO SCAlE
,~ .---,----,,-,----.-..---
I TYPICAL LIGHT POLE
Top of wall elevation.
See site or grading
plan
.......-- "
4.x4. tre9ted wood
post at 6 -0" O.C.
MAX. spacing
-
:=:
~
'" -........... l.x6. square edge
: 5 vertical boards
~ Treated 2"x4. cont.
;.,.. horizontal nailers
::: I
~~
,.{: 1/-
~ ~ ~:. N L- Finished grade varies,
Cu ,...;:=: ' See grading plan
::.o!<,- i[ ~ 12.'" hole filled with
1 _~1'-0' J- concrete
..
~
I
~
NO SCALE
I PRIVACY FENC-E DETAIL"-_u-,,---
!! I, .1.' .11
U, 'R..I }
L i ~ 50' (No Confer. ( Typ, I
At RtJqIJTrBd -.... ell
'\. ..u..
II. ,II. ,r
'1
An::hor BolM With 2 - :z' Jt~:z' Jt 4' PUIN o"erlap end6
5fat88 Pe, Bole,
F TN SIOfJ'
t
M;/rJr 8al88 'ltT", t - i! Jt i! Jt .,
~/S~dk/ S~88PK~'~8~_
OTfcll -Olfell
'-Curt>" Gulfar "'-ClJrb" Gutter _= . __
r AprOll-'
pAAnAL INILT
aTCH 8OTTOI/ INtEr
CCIIPILTED INLET
PROTECTION AROOND INLETS OR SIMILAR STRUCTURES
-='".' ".,-
Nof. 8al88 to ~ IfatBd at fliB
. dTrllOllon of ",. e"l1lf1BOr.
, l.iXJU Sen f'focBd $' ShfNlII W
UQlrfl1 CoI1f)QCfBd #0"1/ U/l6frBQl1l
F~ Of Bd88.
BALES ~KED 8( FENCE
Umlf. ()f Colls1ruaflon --...... II~ I
3o'E: lib
,Sed
,
STlf 8o"Ter
~
50' Jlax. ~ 50' 1IOJt.
//
..
---
..
-.
_ _ I ___ Sed_ _ _Ditch So.!!!!!' '.!!!' _ &'
. 1'7""- -r - I---==-- E JlBtlTiJII Dltcll
~--t#-"+-IO' (Tv"" I-- - - - ~ ~
_ _L Slit 80rrTer
: 5U I1I1X, ';0' Unx. --- Offalr
/,'/
///.
ELEVATION
TO BE USfJ) A T SELECTeD STTE.S WHliRE. THe
NATURAL GROONO SWPtS TONARD THIi TOE OF SWPt
_cr0660rI1T"__ ~
..
~;;:~~~~'''~'''.
Sed ~ Umlf. Of Consfrucffoto
~-~-~
S",.II W Ug~
PLAN Conr><<;fBd ~ UP6frBl1/f#
Ug. Of Bd88.
NdltJr Bd88 VlT", t - i! J/~X
Stat88 Per 80111, : ~
):5t\'t"T ~ - J:.-I' JlTII. RBQO/M'lOIfIlBd
ELEVATION
Spaclrq, Bd. barrTerl (or pq;Bd dTIohBB 8/r:xJ1d ~ sptXBd TII r>>cor~ '1111",
Chart L Sh8f1Il of J. IrldM No. IOl.
BARRIER FOR PAVED DITCH
~ WOVlll'l F/If., Fabrlo InlJJsBfU Of
/ ~.fabllshBd Gr06l (,lj!prox. Ii! /I If?
51aJr. Ug88 I't Enlrlll'lChT"I1 W
~ I t.Jtfl/lll UrId., 8og6 I1tId Bd.. Fd>rTo r
Shall JI(IfI/ The RtJqIJTrllTifn" Of
5ecfTon 9B5 Of The SffJrdtJrd
S<IIId 80gI - .......
........ ,..tI 5pBClrTwTOfI/I, Co6t Of FabrTo ~TI1 811
Irdud6d III T1IB Cotdraof U,,1t Prk.
S' JlIII.--t For BaIBd Hqy Or SfrlM. TN, I 1"1 ~
. ... .. . . ... . . . . . . . . . . . r. . r. .1~ ;r;r. . . .. .... r. .)
! I '---.l.oo6. Self P/<<;etJ 9y 5",.11 W Ughtly
~ Conrxxf/id Nor>g ThB U/l6fr BI1/f# Edge
Of Bd88.
I ~ t '}- l.oo6. SeIT Pk1cBd 9y Shovll AntI Ughfly
: ~ CMr>ocIBd AJo"l1 The U{JtIlr<<JfJ Edga or Bd...
PLAN
PLAN
Rail -.... PoIf
--"'- ,,~_.
I I I ~ J'IIT"'R~ed)
MctrJr lDwer BaT.., With 2 . 2' ~ 2' Jt 4' Sfat88 Per Bdll,
MctrJr Top &/88 To wer Ba/88 'ilIff> 2 . 2' ~ i! x 4' Sfal..., Per &/11,
r1--I....... . ..wr1\ _1
"'f'1'-' "7>4- ~ L ....trl'"
, 'T' . ~
15' TYPj' . I' III". Rocommefld.,yl
AAciTJr Bal. WTth 2 . 2' Jt :z' Jt 4' Sfl1k.., Fllr Bde
EiE'lAT/ON
EiE'lATION
~. FI(Nf --"'" '
Bol88 To BuffJ
'-- . ~ ~ AAciTJr BaIIlS WI"' 2 . 2' ~ 2' x 4'
, ., Sfat.., Per Bale,
PLAN l.oo6l1 Sell PlocBd $' ShfNlI AntI Lightly
~~C~Bd AlO"I/ TIIII Upsfreom Edge or 801...,
_~---FIH Slops
DITCH INSTALLATIONS AT DRAlN/JSE STRUCTURES
EiE'lAT/ON
TO BE USE]) AT SELECTED SIns WHf.RE THIi
NATURAL GROOND SLOPES 1$# F/VII THe TOE OF SLOPe
,
BARRIERS FOR FILL SlfJPES
EROSION CONTROL NOTES,
1.) SEDIMENT BASINS AND TRAPS. PERIMETER DIKES. SEDIMENT BARRIERS
AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE
CONSTRUCTED AS A fiRST STEP IN ANY LAND DISTURBING ACTIVITY AND
SHALL BE MADE fUNCTIONAL BRfORE UPSLOPE LAND DISTURBANCE
TAKES PLACE,
2,) ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS
AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING
OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE, PERIMETER
SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM
FLOWING OR flOATING ON TO ADJACENT PROPERTIES,
3,) PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS
WITHiN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE,
TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN 7 DAYS TO DENUDED
AREAS THAT MAY NOT BE AT fiNAL GRADE BUT WILL REMAIN UNDISTURBED FOR MORE
THAN 30 DAYS, PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT
ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR.
4,) DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED
OR PROTECTED WITH SEDIMENT TRAPPING MEASURES, THE APPLICANT IS RESPONSIBLE
FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL
STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT
SITE, BREVARD CO, CODE CHAPTER 14 SEC, 20,17 SHOULD BE CONSULTED FOR
PROTECTION OF STOCKPILES FROt.A WIND.
5,) A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT
OTHERWISE PERM ANEN TL Y STABILIZED,
6,) AFTER ANY SIGNIFICANT RAINFALL. SEDIMENT CONTROL STRUCTURES
WILL BE INSPECTED FOR INTEGRITY, ANY DAMAGED DEVICES SHALL
BE CORRECTED IMMEDIA TEL y,
7,) CONCENTRA ITD RUNOfF SHALL NOT FLOW OO'NN CUT OR FILL SLOPES
UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT
CHANNEL. FLUME OR SLOPE DRAIN STRUCTURE.
NJijlcotfoto afld Sprrlrq, Th. us. ", TyPM 1 .. Jl bIlTe barr'II" IiIr><JId ~ Tim/fed /0 ft1.
cordfTf0f/6 OI./tll"Bd I" Chorf r. 5hw I of ,. IrldBJt No, 102
TYPE 1I
TYPE I
BARRIER FOR UNPAVED DITCHES
8) SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM.
DITCH. OR CHANNEL, ALL STORM SEWER INLETS TI-lAT ARE MADE OPERA.BLE
DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT LADEN
WATER CANNOT ENTER TI-lE CONVEYANCE SYSTEM Wlll-iOUT FIRST BEING FILTERED
OR Oll-iERWlSE TREATED TO REMOVE SEDIMENT
9,) 'M-iEN WORK IN LIVE WATERCOURSE IS PERFORMED, PRECAU TIONS SHALL BE T AK EN
TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE TI-lE
WORK AREA TO ll-iE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION,
I
10,) PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES
MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED,
THE DEVELOPER, OWNER. AND/OR CONTRACTOR SHALL BE CONTINUALLY
RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY, SEDIMENT CONTROL MEASURES
SHALL BE IN WORKING CONDITION AT ll-iE END OF EACH WORKING DAY,
11,) 'NHERE CONS1RUCTlON VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS.
PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING
ONTO THE PAVED SURFACE, 'NHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC
ROAD SURFACE WITH CURBS AND GUTTERS, ll-iE ROAD SHALL BE CLEANED THOROUGHLY
AT ll-iE END OF EACH WORKING DAY, SEDIMENT SHALL BE REMOVED FROM THE
ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL
DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT
IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION
LOTS AS WELL AS TO LARGER LAND-DISTURBING ACTIVITIES,
12,) ALL TEMPORARY EROSION AND SEDIMENT CONTROl MEASURES SHALL BE REMOVED
WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OF AFTER THE TEMPORARY MEASURES
ARE NO LONGER NEEDED,
13,) PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL BE
PROTECTED FROM SEDIMENT DEPOSITION AND EROSION,
14,) EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN
INDEX No. 101, 102, AND 103 OF FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS.
15,) ALL TURBIDITY, EROSION AND SEDIMENTATION CONTROLS SHALL BE IN ACCORDANCE
WITH "BEST MANAGEMENT PRACTICES' AS DESCRIBED IN TI-lE FLORIDA LAND DEVELOPMENT MANUAL:
A GUIDE TO SOUND LAND AND WATER MANAGEMENT,
16,) ALL GRATES ARE TO BE WRAPPED WITH FILTER FABRIC DURING CONSTRUCTION ANO PLACED
(AND MAINTAINED) IN THIS CONDITION UNTIL ALL CONSTRUCTION IS COMPLETE AND
ACCEPTED BY BREVARD COUNTY
EROSION
CONTROL DETAILS
N.T.S.
"'",
S - Smooth concrete top
';' Paint pie and domed
top
..
'"
I
M
Fill pipe solid
· , with concrete
:.,
. Top of
I Sealant · :. \ pavi~g
"'",
..... .:' " ~t
Ift]~ '1"~ ...", [j IF
~ '.'" ]iT .
~.' ~,~ ~ 6"'" steel Ripe set in
..'.: ,.'. 18.~ hole filled with
· concrete
..' ,
. "
.' . .
..
...0
-h ~
M
"',
"'",
3" granular base
at DoHom of hole
1'-6'
NO SCAlE
1 TYPlCALPIPE GUARD ,. SECTION--
\) ~ tb.~S
r ~~__
~
Sec.: 22
.." ,:
\
:~
:0
:~
,C:r:l
~
C:r:l
~
IQ
I
Twp.: 45 SO UTH
Rge.: 43 EAST
Design by : S. N.
Drawn by : M,D.
Checked by . J. W. M
~'
'<( m
Q ~
.'~i!
4lCt,~~a
~~,
!l<7i"....T.!~
CA'
.",,'-..
~~
a:s
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, .-l
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o
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~
~
o q
~
A
~
~
<
0...
~
~
0...
~ ~
~~~
~~
~
~
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r.: ~
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lJ (0
(",)
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~
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..
o
z
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f ~
-~~~
\~" z ~
~:l
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~
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a:s
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o:l
o
o
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~
o
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U
c:
-
Q ~
::t O)lt')
O N~
(",):~
'- <l~
... 8 :~
~ ~r
a ~~
c 4!-
t ~~ll':
" fa
C ~:
- ....
f ~Ii
W :g
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'- I?
" &i:~
r. ~~
G Ylp
e ~f
. ~.~
C /).1 ~
" gl4
tJ) ~
fJ)
:>>
a2
1X6 square edged
pressure treated
cedar boards with 1/4.
gap. Screw to frame
Latch detail. jWith galvanized or
See detail 3 stainless steel screws
\ 18'-0' CLEA
f 8/-11 112' \ l' / 8'-11 112' f .
\ 7-1/4 0,0.
2. x 2" x 1/8. '" .;'hinge 6" 19,
steel tube L-J ~ I 1\1' I I I /' ~
gate frame ---.:' __ ~ ~
welded joints - ~I I I ~ II
111\~111 ~
I I I I I I
" II II ~
6. nom. 1.0, -------11...:.. \
gate post filled l-fT
with concrete 1'-1'
rounded top. I I
See bollard detail I I I I
LU.J
<x:II
Date : JAN. 21, 199
Scale: N. T. S.
Proj. No.: 292001
Sheet No.
5
of
5
, Qt:1,
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f,
/ POIN1&~" ACC~&e"c~.e,~:,~?~7:~I~~:"\,:<,":,:,:.~":".:","~3V"
"
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.......
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$YM, 60T ANICAL. NAME COMMON NAME
SFECIFICA T10Ne
GTY
rr...
2
10' ht.. X 4' &P,
S' c,t..
6,6. 6uclda bucerIU 61ack. Ollv~
'$Nd~ Lc!ld~'
ii
/&' ht.. X 4' &p.
3 1/2' c,t..m.
3 to S t.runl<.&
L.L. Llgu&t.rum lucldum Llgu$t.rum Tr~
a
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Lh ',,'
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ec~1!1 II . 2~'
5GV
81 CI
III
51 RIA
38 lEG
:3 6P
av. QuerCU$ vlrglnlana Live Oak
10' ht., X 4' &p.
30 gaL, S' c,t..
10
~~ LEG
:3 Ll
33 RIA
5GV
121 CI
36P
48 RIA
42 LEG
1 ee
Cl
Z
4 it Ie>' c,t.
S it 1,3' c,t..
/& 1!1 1/&' c. t..
of. Sabc!ll Falmetto cabbc!lge Falm
IS
40
I
o 20
~__ -.l
Scale In
feet
~,
eI'NH
21<a
la' ht.. x la' &p., rull
3 gaL, 2' o.C.
IS-Ia' x IS-Ia'
3 ga I., 30' o,c,
C.L ClT~&oba lanu6 Cocop lurn
!Cc!lCO 'f"!sd TIp'
a
~h
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'Alba' Hawthorn
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.
, .'
. . .... : .:.:. : . .
. . "..
~ eov.,
1<a1 L.Eu, Llrlope
'Evergreen Glc!lnt.'
full 1 gal.
2' o.C,
C21c!nt L 1I~ Turf
: .. f ~ .:..: ....::
.~UI
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-- ~ ~
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10,
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24~31
e.tenotaplrrum 'Floratam' varlet.~
$ecundatum 'Floratam' St, Augu&t.ln~
&l.
11 LEG
11 LEG
'"
'"
"
. ....
. ...... . ..." .... :.
.
6Nd Md ttich
, 12,212 6l,
Bahlc!l $~ed and mulch
. . .., .. .::."
I' '. .'
. . '.
. . . . .
"
,- .
"
"
tt.dc::h
2~
. . '.. .' ..
LO
orredded ~pre$& Bark Mulch
, '
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c,~,
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. ~ .. 1\
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A~A TO ~CEIVE 60D
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. . . .
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2<a LEG
11 CI
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A~A TO ~CEIVE 6EED
.
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PLANTll'lG NOTE6
.
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I EXIST. \
\ t-STORY \
GARAGE
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All plant. mater, T,al~. ehall b~ ~. d~d FlorTda No. I or b~t.t.er a& out.lln~d UI'1der
6r.9de8 .9nq' 5t.9f\q.9rd8 ror ~er~ P'.9nt~ $tat~ Flant. eoard or FlorIda
unlee& other.uTes noted.
L
All plant. bed& ehall bs top dre!eed wIth 3" eh'edded ~preee bark mulch
Flant. fertilf:%,:er enall be Agrlrorm 21 gram tableh, elol,iJ releaes, 212>-112>-5 ,
anal~ele. Ratee or dppUCatlon ehall bs de recommend~d b~ manufacturer.
$tarter fert.tlizer ehall be ~-~-~, 1e>I2>% organTcl with mInor elemente. ThTe
rertilizer ehall hays 4e>-SI2>% of ite totc!ll nitrogen In .9 water-Ineolubls rorm,
Lawn areae ~hall bs treated wlt.h et.arter rertlllzer applIed at. a rate of twent~
(212)) pounde per 112>12>12> equars reet.
$011 ueed ror planting (planting mIx) ehall CO(IeTet. or 112>% FlorIda natIve
peat/3e>% wood chlpe (FIne bark paeeing th'ough 3/4" ecreen) and
eawduet., 2 lb. etart.~r r$l't.lllzer p~r cubIc !:lard. $011 mlxt.ure ueed to back rill
plantIng plh ehall cO(lelet or 2 parh or sXletlng topeoll from on-elts, and
one p~rt prepared plantIng mix (deecrlbed ~bovs).
Met.hode of t.ree etaklng Indlc~ted on the drawinge ~rs euggeetlone onl~,
The Landecaps Cont.ractor &hall ues whatever method he deeme fit.,
however, he will be held liable ror a~ damagee caueed t.o treee b~
Improper etdlc.lng methode, (or abeence or etak.1ng) and Ie re~pO(lelble ror
uprlghtlng and replant.Tng treee which are blown over, "
Appl~ pre-emergent granular or ~pra~ appllcatfon to aU plant bede and turf
areae aft.er completlO(l or lanc;;l~cape InetallatlO(l (~ Inetallat.lon or
mulch). Uee product labeled for landecape applicatIon. (Follow
manuracturer'e recommended ratee of applIcatIon),
In t.he event of a dTecrepanc~ between drawlnge and t.he plant echedule,
the drawlng$ ehall prevaIl.
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'-COVERS
GRIJJlJ CIJ\IER AND IN. SHM
l! JNW SlRUBS
JNf'W SItlIJI AND l.ARtl SItlIJI
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LAN06CAP! REGUlREMENT6
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L RequTred landecaplng between off"-et.reet parking areae dnd public rlghh
of wa~:
I t.ree per 412> linear reet.
2, Polnte of aCCe6$ clear :zO(le: ProvIde unobetruct.ed croee-vleofbllit.!:l at a level
between 3e> lnchee and .~ reet above pavement.
3, Malntenancs: The OWl1er, or hie agent, eohall bs r~6ponelble for the maIntenance of
all landecaplng whIch ehaU bemall.lt~Tned In good condItIon ~o ae to preeent. a
hea It.hj, neat. dnd orderl~ appearance and eha II be kept free rrom reruee and
debrl6,
4. AU landecaped areae ehall be provIded with an automatic lrrlgatlO(l water
eouppl~ eo~ett$m.
EXIST. BOYNTON CANAL
EXIST. BOYNTON CANAL
RUBBER IilSE OV(R ....1l'lE TO
PROTECT TREE. A TT ACI-ED AT
DiffERENT HEIGHTS ALONG TRUf'I(
.12 GAUGE DOUa.E STRAND
GALVANIZED ...IRE. T'w'ISTED
(2) 2' x 2' ~ 8' 'w'llODEN STAAES
REMOVE fRONDS. LEAF BUD
TO RtHAIN
BASE (J'
LEAF BUD
SCAlEI
DESIGNEDI
DRA'w'NI
CHECKEDI
DATEI
PROJ. NO.1
r INISH GRAIJ[
!i
&' son. SAOCER TO IG..ll 'WATER
- 3' IUCH
fiNISH GRADE
RECEIVING IO...E SHAU. BE APPRIlXM\ TEL Y
1I3 LAROOl TIWl TII: RlIIT 1lAlL
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(2) NOll-SLIP METAl. CI1.LARS
2'-3' S1-RlJOC1l CYPRESS MULCH
RUBIlEll HOSE
P TO PROTECT TREE
112 GAUGE DOUBLE STRAND
GAL VANIl(D ...IRE. T'w'ISTED,
ATTACH TO STRONGEST TUtf(
AT DIITERENT POINTS '
&' SOIL SAUCER
TO Hl1D 'WATER
&' SOB. SAUCER TO HOLD "'A TER
(3) 2' x of' ...ODD STAKES HAILfJl
TO STRIPS AT TREE TRLtlK VI
STAKES AT fiNISH GRAIlE
I-- flNlSH GRAM:
RtHDVE COVERINGS fRlJ4 Tit: TOP
.. 1/3 (J' 1ft: 'JAY DCl'WN Tit: SIDE
1___ (J' THE ROOT BALL
-= L EXISTING SUBGRADE '
BACl<F'n.L wi PlANTING Htx ~
LOQSEJt:D NATM SOD.
(SEt SPEC'$.)
ClH'ACT son. TO PRtVENT
SETn.INli
:f HULCH
fiNISH GRADE '
StlEET NO.
(3) 2' )( ..' WtlOCN ST AKt:$
SET nUSH 'WI fINISH GRADE
3' I4ll.CH
EXISTING SUllGRAIlE
BACKFILL 'WI Pl.ANTlI'G MIX DR
LPDSEI>E:I NA TlVE son.
(SEt SPEC'S'>
RtCEIVII'G tnE SHALL BE
APPROxIHA TEl. Y 1/3 LARGER
THAN ROOT BAl.L
COHPACT~D SOIL TO
PRf;VENT SETTLING
EXISTING SU.BGRADE
REMOVE CDVERlNti$ FRDl4 Tit: TOP
.. 1/3 (J' THE 'WAY 00'W1l Tit: SIDE
(J' Tit: RDoTBALL
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Clllf'M;TEI SOl. TU PREVENT S(T,n.INfi
BAC>>'U YI PI.AHTIN6 MIX IJI LlIISOO NATM SDI.
.BI\CKfB.L VI LOOSENED
HATM son.
RECENING HI1.E SHALL BE
APPRQlCIHA TEl. Y 113 LARGER
THAll ROOTBAlL '
~~~ ~~ru
113 ~HAIt ROOr BAlL
IflTE' SIilUIS SHIU. BE I'l.ANTO A HlNIllIJI lJ' I' .. r.II to( THAN 'i! AJIM flNlSIf
~ KPEIlDlMG II'lJl SIlt ClHllTItJIS.
PLANTiNG/sfA~~G DETA!
,No~ to $cq.t.
Trus with 3' cOot. .. sno.lt~,.
t SHRUB/GRWND COVER PlAN, rING DET AI~
~ to $c.It
PLANTING/STAKING DETAI
Not to ~
PAL~ TREE PLANTING/STAKING DETA
" Not to $We
1 OF
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