HomeMy WebLinkAboutDocumentation_Regular_Tab 08A_08/12/1999I—
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INDEX OF �RAWINGS
DEVELOPER1,
JMZ Propertie' s, Inc.
196 Tequesta',i Drive
Te uesta, Florida ,33469
(561) 748-8883 Fax: `(561) 748-8883
`j
A
A
RCHITECI,,"
Stergas & Associat ' es, )NIA
19540 Riverside Drive 9
Te uesta, Florida 1�3469
.(561) 575-3360 Fax: (561) 747-7800
LANDSCAPE..'�, ARCHITECT/PLANNER
Associates, Inc.
George G.
06ntile& '
675 We "Indiantoyyn Road, Suite 201
dal&
Flo "
,33
58
ri
(561) 575=9557 Fav '(561) 575-5260
EN GI
Messier & Associatei
12711 Palm H. Y r'Q Pn Pnnrl ' Suite (C -301 l
MASTER .-DEVELOPMENT PLAN APPLICATION "ge '31 Florida 33410
(561) 624 -1569
627-2226-0-1-
(561)
Sheet No. Description
Existing Survey TRyAFFIG C`711 N SULTANT
Pa
rcel Description
Pin de- Troutmant C o
n
sul ting, Inc.
Index In dex & Cover Sheet 324 S. Congress AvE ke , Suite
'1H
West Palm
Be ch Flort 'a 33406
7
5P 1 Master Site Plan
4 F X,
561) 434-164� (561) 434-1663
5P-2 Master Site 'll an Details R)
SURVEYO
L Master Landscape Plan
A
Messier & Ass'odate
"L-2 Master Landscape Specification Sheet s:
11211 Prosperity Farm� Road, Suite C-3-01
Sign Package
Palm Beach Gard nsi Florida 33410
ENGINEERING 6 27-2226 Fax (561) j 624-1569
Sheet No. Descri tio
Cover Sheet"
LOCATI N MAP
2
Paving Gradin Drainage Plan
dg 3 Pavin ,:,,G- ing & Drainage Details
.g
4 Water Distribution & Sanitary Sewer Systems
41,
r- 'Distribution 5 Wate Distri n Det ails
MR,
:6 Sanitar'y'Sew�er Details SS i'
7 Sanitary.,Sewer Profiles x- T IN Z!
P LICATION MY
A P
"BUILDING "A" SITE PLAN
Sheet No. Description
Site Plan t - F { ,y -g
Building "A" Phase I Site Plan + F s r
Architectural 4
A-1 First Floor Plan
A-2 Second Floor Plan r ._. -y ' 3
A-3 Third Floor Plan
A-4 East & West Elevations
A-5 North & South Elevations
iIOI
Gad no. GAD021rol
Sea I
f9�� �
. a�
1
fl
LC G000111
1�
- -
1
Sheet title:.
Cover 4
Index
a
`71v
Not to 8aa Is
I
Sheet No.
I
kf:
,BIB-0404
L—A
IIV`
II '" .i eY 9�} i4i 1 l� a,. x, r s rC :l. 1 - "' t-&, K .f
t 3.f. H _a r ,. .1.. _ , . - ....
TEQUESTA DRIVE
too
oZ
z
o }
Q 3
o :
X 0
o� � z
N vi
Q. N
rL
r
Nip 'Y2 BRIDGE ROAD
Z
r�� i
v>
O p SITE
0 P
�
o
R= 305.00'
D =21 '48 '00 " N 89'47' 40" E
L= 116.05' 199.14'
CH- 115.35' ��b 2' CONC. VALLEY CURB �-
TEQUESTA DRIVE / _�
(80' R/W PER ORB 872, PG 257)
0~ �9 SIGN . 19 ^
�� 6 �. .O Q O�
'�� R MT EIL --16 BASIN pWP� N Nth ° O
P�� ROP �P�� 4" DIA. METAL OLLARDS Qj
1lh PSP� R /w PG -502i CRE1\ S\0� y_ ���� 1� l ! ' 6 N
P� 6 665, COr1 Z �qv J Nth
<OR Y lg (0 CONC =.ISLAND (TYP) � 1° h6 °
1 tit a S, h1 �� l I 9r
i �� a / 45 �� -p
STOP SIGN � 1�' �°'' -.° *
CATCH BASIN a W
RIM EL =16.84 1� ti� gS� $ 44
__ ra. 4r Q 0(° '��` MLP BASE FOR MLP -
`�•1 SET PK /DISK �1 �1 �� z lid ' orO
l Y , E r °
UNPLATTED
i ML I v ACREAGE
X01 q� a 1 50 ° <°� ° n °� 1 . (�p�1 [gyp ° 4 ` 6^ Q 11 11
`4� ,'b' O a �p • ^� `�i �°' `I �C� �°'' ^ b W (L° lL° ( °' (o k V [,9 �h �°' Q °� 1.
J i
MLP Q �°�' �°� \ %� ^ \O\�
\v�>
° X9.29 (L 9 9 ,9 �'o �1 CONC ISLAND (TYP) 14 �° il
SPEED LIMIT SIGN 928 Q 6� 6, �� �� ?� ,LO �O ry (L°
�' OO �� g`1 0�' �� ry °' ry °' p� ' h
SANITARY MANHOLE --� �°' . ` . ti° 8," DIA, METAL BOLLARDS Q
�•- z
RIM EL =19.58 OHO �'(� �00 N N 3 :..
v ,�
°' `b 0 �� q
`L O
, .
- P d � �� po)�, ��l • . ,
COVERED CONC4WALK
COVERED CONC. WALK ,<v.. ":. "::..
CBS BUILDING
500.4' 1� a. 24.6 ,
1.8'
.' 01 3
" NO IN
U
PARK G SIGN
y
1. k
:,_ o >- S G SIGN
f � S,T P
U cv ', " x
`Y<
1
n I)
° ,III ' . c°D SANITARY MANHOLE , % :.' ",�
.,,
1 "I o ,� . , };_; RIM ;EL =20 93 ? ` E -1 e - 17 . „, GREASE TRAP �AANHOLES 1 t
I t% "I I a 9' A C ON CON C.
,.
� A/C ON CONC. COMMERCAIL BUILDING' .,
UNPLATTED _ �� 20.x'. X9.3' : ! , ,
�p1 1 , p�� �o
.
WM� , - FINISHED FLOOR ELEV 21.05 S TANKS 72 6 ; ,
., 2 NATURAL DA ) , IV ' a Q o GM FND. X -CUT t
` a WM LJ a,� WM LLARQS , TYP ® ®WM , , 24.2' 'TOP OF WALL � #I „ �' "
ACREAGE ° ON CoNC. 8 DIA METAL BQ wM ,� -
,
c ):
o C ,;A /G 0 00
IAETAL COVER a: WOOD FENCE ( 1 P NT -
6
FPL & SB EASEME �.
e--- r " o a, 0 4Z,9' W ORB 323, G 151) �.,
;: 60
I l..�
r�l !` WM Na CONC. WALL ON LINE..
°� rn
METAL COVER �� ra ; i 81.9'
.. rn gip. 1'S - y D
1
z °� 1 � : A/C ON.,CONC. �>1 �O �° ° X01 p�' �, •I
�°` ,25.3 A C ON CONC. , }.: 1 •. o �� `
h 11 y.
. 60.1
,
p•
LONG (L ti °1
I
0
>_
Q
_(D
V5
7
L0 I
0
Q
Q'_
I
W
Q
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0
r �,� ,9 0 ° °� EAGE " z ''. " -.A-,' ��- 1, 1.
1.
" , " 1' � �� 8" DIA. METAL BOLLARDS (TYP) ® A
yF y '.
1 1111 ,,-,��-�o,' . I -, � - j ya `� S "TL..'s "` .':s I `F�` .:;.L�' '4�+�? ` 7 x gj.' _ WM n n — � � �y , .
:. I
�' �Ix ti �< v,� ;. R. MLPA WV O� MLP a
`L° A lili,
.. q. � ry � h o p 8" DIA. METAL BOLLARDS TYP j 1. , ° - °' gyp' MLP N F =,•., ��' ° �L° ( ) a I �-- Q
11 i .1 ,.
, I
WALL
5 6' HIGH w00D FENCE (�` �5 J �� 5g 1y �p
,
ASPHALT PARKING 28.7' o 09.4 _ 'L° - I
SANITARY MANHOLE 1
_..
S O ry 5� �, 1, :14 �'� 1� o o �p OQ
O
O �L -, �,.; ;: p ,; 94.8' l
RIM EL -18.50 ,\o �O �°� .�°� ,,' ;p O N - Oh gyp' Q .
O•• .
N SANIY RY MANHOLE ° do 0 0 O• 1 _ q ;,
� A . ° o o =,
. R M EL =19.46 6 p
o (L N.
1 a i. ,ti , METAL COVER. °�' CONC. ° v g , >,' _ SANITARY MANHOLE q
WV v o v ,� NORTH LINE OF BRIDGE ROAD
c� n Z . ?, ` RIM EL 20 88
3 PER O.R.B.1166, PAGE 552
z e7 ASPHALT ,, , o' o
" " ,
�(o _ 0�. ,; I' O� ? ;�O 0 FND P 'DISK "HEELER WEAVER & CATO S 89 45 55 W 360.16
v K/
,4 -- SET PK /DISK ���' ,\g• �� . '. ,, ., t, °�' 299 9 EA 60.22' 1.
°, ;
S
,
o, �.,` WOOD UTILITY POLE ( )
�� 1. °� • ► » `, g- ^x'61 WV 1 � .°� cn . FND IRC
3
1� a 1. x S : 89 46 55 - W o � GUP P O. B.
516 42 ,� ;��
CUP w g �x GRASS x . �yS CUP FH 1 .`' ,, w o HEELER WEAVER & CATO': ` ° ` -
O N .— 1 vi
1`L o �1 ' 66 ph 01 �$ `� �h �1 �� �p 1� p� X06 °
° <A• N1• alb• N6• N6, N6, �' O (o o' CATCH BASIN BRIDGE ROAD
11 h� g ASPHALT ROADWAY 01 (o° FND PK /DISK p` 01 0 \`L `r �� RIM EL =20.77 80 R/W PER ORB 1166, PG ;'552 I `''
�1 �6 _ .� _ — �.�l �(b gyp, _ _ #3938 �L L, R ,L — — _ — _
— . — 6° 195.19'(MEAS) `L 274.77'(MEAS) 0.30 p
10— 318.40' MEAS) 5 `� °'
6
1`I \1' �1' ( �� '6' ��' .°'' `L °: `L° `t° FND PK %DI$K FND PK DISK �F
N FND PK NAIL ;1; "L.B.F H."
0 ' EAS
0
SANITARY MANHOLE ;; � FND K( NAIL) z
RIM EL- 19.11` v 'I'' � =' ' , � i'`,, `" f SHIP 40 SOUTH RANGE 43 EAST. IL ; I � I I i, , � I _,,�� � t 1� . I I I � I . � � I - , , . . I � � 1. . . I I I , , , , , I � , � I I : I
, ; I , j . � L � , , " , _� � �l I I , � ,� , : � 1 _:�.,;,, - � I � I � I � " ll� . I I � Y- I . . 11 I - � � , I I I � I 1,
, I , I � � I ��
, I - I � " , � I I I I I I , l.; 3� , I � I - I , . I � �', , ,, �' "" - I ,� i '11� I�. �� �, , �l 1, , I � , � I , , , � I � I . I I ,,� 1, � � 1. I - % � I � . �, � I.
,. , I .I Iyl' , I I , L I - ,� L , � I I . , * i I _� � I I , t � I � , I � i 1 I ,
z. � I - i 11 I 1, t ' }.. _ h I I - I . I ,
� I I �l I � I I . q - 'i ` - •` 4 , I �� , �, . , � I , !� , � , � " . I ,_ , I I I � 11 � ,�. , ,ii :, � - - 1 . . � . . . I I :_ � 1 � i �1, , . , , f ',I i
ABBREVIATION LEGEND:
6`b ,��,
\°
ASPHALT ROADWAY
�4i qv
°
- RIGHT-OF-WAY
R/W RIGH
�� ��
— ^p •
— — O� ��1
op �� — — — —
°'
6
tK
,�'
STORM MANHOLE
00 RIM EL =18.12
�1'
STORM MANHOLE
RIM EL =19.02 ASPHALT ROADWAY
cL
C
11 V
I k0
I Orb
\ O`1
Ncb,
�h � ,
2' CONC. VALLEY CURB�o,• 1\o'
°a '`O
of Op' fx
6�•69A
RMTEL =117.84 �1l ��
��0
0 . p
(SYMBOLS SHOWN HEREON ARE NOT TO SCALE)
1?
O.R.B. - OFFICIAL RECORD BOOK
F.I.R.M. RATE MAP 120228 001 C, REVISED SEPTEMBER 30, 1992.
D.B. DEED BOOK
ELEV. OR EL. - ELEVATION
R8
1�
PROP. - PROPOSED
CONCRETE SIDEWALK
SET PK
q3A
C,V �
� p,
ALE Pew )30
G
O: 1• SET
1
PK /DISK
h
/DISK
�1
STORM MANHOLE
`'O RIM EL= 20.83
2 ri P`'PNP�� RO NC' J W\0
�1 2 CO 1.
SET PK DISK ONE. CURB \°�� \�Do
1 / �� �q' /
p`1�j�°'� �p
,� 9 �°'
��' �0�� °��6 �p �� po,
���'
�� "HEELER /WEAVER & CATO" l`
26.31'(MEAS)
0~ �9 SIGN . 19 ^
�� 6 �. .O Q O�
'�� R MT EIL --16 BASIN pWP� N Nth ° O
P�� ROP �P�� 4" DIA. METAL OLLARDS Qj
1lh PSP� R /w PG -502i CRE1\ S\0� y_ ���� 1� l ! ' 6 N
P� 6 665, COr1 Z �qv J Nth
<OR Y lg (0 CONC =.ISLAND (TYP) � 1° h6 °
1 tit a S, h1 �� l I 9r
i �� a / 45 �� -p
STOP SIGN � 1�' �°'' -.° *
CATCH BASIN a W
RIM EL =16.84 1� ti� gS� $ 44
__ ra. 4r Q 0(° '��` MLP BASE FOR MLP -
`�•1 SET PK /DISK �1 �1 �� z lid ' orO
l Y , E r °
UNPLATTED
i ML I v ACREAGE
X01 q� a 1 50 ° <°� ° n °� 1 . (�p�1 [gyp ° 4 ` 6^ Q 11 11
`4� ,'b' O a �p • ^� `�i �°' `I �C� �°'' ^ b W (L° lL° ( °' (o k V [,9 �h �°' Q °� 1.
J i
MLP Q �°�' �°� \ %� ^ \O\�
\v�>
° X9.29 (L 9 9 ,9 �'o �1 CONC ISLAND (TYP) 14 �° il
SPEED LIMIT SIGN 928 Q 6� 6, �� �� ?� ,LO �O ry (L°
�' OO �� g`1 0�' �� ry °' ry °' p� ' h
SANITARY MANHOLE --� �°' . ` . ti° 8," DIA, METAL BOLLARDS Q
�•- z
RIM EL =19.58 OHO �'(� �00 N N 3 :..
v ,�
°' `b 0 �� q
`L O
, .
- P d � �� po)�, ��l • . ,
COVERED CONC4WALK
COVERED CONC. WALK ,<v.. ":. "::..
CBS BUILDING
500.4' 1� a. 24.6 ,
1.8'
.' 01 3
" NO IN
U
PARK G SIGN
y
1. k
:,_ o >- S G SIGN
f � S,T P
U cv ', " x
`Y<
1
n I)
° ,III ' . c°D SANITARY MANHOLE , % :.' ",�
.,,
1 "I o ,� . , };_; RIM ;EL =20 93 ? ` E -1 e - 17 . „, GREASE TRAP �AANHOLES 1 t
I t% "I I a 9' A C ON CON C.
,.
� A/C ON CONC. COMMERCAIL BUILDING' .,
UNPLATTED _ �� 20.x'. X9.3' : ! , ,
�p1 1 , p�� �o
.
WM� , - FINISHED FLOOR ELEV 21.05 S TANKS 72 6 ; ,
., 2 NATURAL DA ) , IV ' a Q o GM FND. X -CUT t
` a WM LJ a,� WM LLARQS , TYP ® ®WM , , 24.2' 'TOP OF WALL � #I „ �' "
ACREAGE ° ON CoNC. 8 DIA METAL BQ wM ,� -
,
c ):
o C ,;A /G 0 00
IAETAL COVER a: WOOD FENCE ( 1 P NT -
6
FPL & SB EASEME �.
e--- r " o a, 0 4Z,9' W ORB 323, G 151) �.,
;: 60
I l..�
r�l !` WM Na CONC. WALL ON LINE..
°� rn
METAL COVER �� ra ; i 81.9'
.. rn gip. 1'S - y D
1
z °� 1 � : A/C ON.,CONC. �>1 �O �° ° X01 p�' �, •I
�°` ,25.3 A C ON CONC. , }.: 1 •. o �� `
h 11 y.
. 60.1
,
p•
LONG (L ti °1
I
0
>_
Q
_(D
V5
7
L0 I
0
Q
Q'_
I
W
Q
I-
0
r �,� ,9 0 ° °� EAGE " z ''. " -.A-,' ��- 1, 1.
1.
" , " 1' � �� 8" DIA. METAL BOLLARDS (TYP) ® A
yF y '.
1 1111 ,,-,��-�o,' . I -, � - j ya `� S "TL..'s "` .':s I `F�` .:;.L�' '4�+�? ` 7 x gj.' _ WM n n — � � �y , .
:. I
�' �Ix ti �< v,� ;. R. MLPA WV O� MLP a
`L° A lili,
.. q. � ry � h o p 8" DIA. METAL BOLLARDS TYP j 1. , ° - °' gyp' MLP N F =,•., ��' ° �L° ( ) a I �-- Q
11 i .1 ,.
, I
WALL
5 6' HIGH w00D FENCE (�` �5 J �� 5g 1y �p
,
ASPHALT PARKING 28.7' o 09.4 _ 'L° - I
SANITARY MANHOLE 1
_..
S O ry 5� �, 1, :14 �'� 1� o o �p OQ
O
O �L -, �,.; ;: p ,; 94.8' l
RIM EL -18.50 ,\o �O �°� .�°� ,,' ;p O N - Oh gyp' Q .
O•• .
N SANIY RY MANHOLE ° do 0 0 O• 1 _ q ;,
� A . ° o o =,
. R M EL =19.46 6 p
o (L N.
1 a i. ,ti , METAL COVER. °�' CONC. ° v g , >,' _ SANITARY MANHOLE q
WV v o v ,� NORTH LINE OF BRIDGE ROAD
c� n Z . ?, ` RIM EL 20 88
3 PER O.R.B.1166, PAGE 552
z e7 ASPHALT ,, , o' o
" " ,
�(o _ 0�. ,; I' O� ? ;�O 0 FND P 'DISK "HEELER WEAVER & CATO S 89 45 55 W 360.16
v K/
,4 -- SET PK /DISK ���' ,\g• �� . '. ,, ., t, °�' 299 9 EA 60.22' 1.
°, ;
S
,
o, �.,` WOOD UTILITY POLE ( )
�� 1. °� • ► » `, g- ^x'61 WV 1 � .°� cn . FND IRC
3
1� a 1. x S : 89 46 55 - W o � GUP P O. B.
516 42 ,� ;��
CUP w g �x GRASS x . �yS CUP FH 1 .`' ,, w o HEELER WEAVER & CATO': ` ° ` -
O N .— 1 vi
1`L o �1 ' 66 ph 01 �$ `� �h �1 �� �p 1� p� X06 °
° <A• N1• alb• N6• N6, N6, �' O (o o' CATCH BASIN BRIDGE ROAD
11 h� g ASPHALT ROADWAY 01 (o° FND PK /DISK p` 01 0 \`L `r �� RIM EL =20.77 80 R/W PER ORB 1166, PG ;'552 I `''
�1 �6 _ .� _ — �.�l �(b gyp, _ _ #3938 �L L, R ,L — — _ — _
— . — 6° 195.19'(MEAS) `L 274.77'(MEAS) 0.30 p
10— 318.40' MEAS) 5 `� °'
6
1`I \1' �1' ( �� '6' ��' .°'' `L °: `L° `t° FND PK %DI$K FND PK DISK �F
N FND PK NAIL ;1; "L.B.F H."
0 ' EAS
0
SANITARY MANHOLE ;; � FND K( NAIL) z
RIM EL- 19.11` v 'I'' � =' ' , � i'`,, `" f SHIP 40 SOUTH RANGE 43 EAST. IL ; I � I I i, , � I _,,�� � t 1� . I I I � I . � � I - , , . . I � � 1. . . I I I , , , , , I � , � I I : I
, ; I , j . � L � , , " , _� � �l I I , � ,� , : � 1 _:�.,;,, - � I � I � I � " ll� . I I � Y- I . . 11 I - � � , I I I � I 1,
, I , I � � I ��
, I - I � " , � I I I I I I , l.; 3� , I � I - I , . I � �', , ,, �' "" - I ,� i '11� I�. �� �, , �l 1, , I � , � I , , , � I � I . I I ,,� 1, � � 1. I - % � I � . �, � I.
,. , I .I Iyl' , I I , L I - ,� L , � I I . , * i I _� � I I , t � I � , I � i 1 I ,
z. � I - i 11 I 1, t ' }.. _ h I I - I . I ,
� I I �l I � I I . q - 'i ` - •` 4 , I �� , �, . , � I , !� , � , � " . I ,_ , I I I � 11 � ,�. , ,ii :, � - - 1 . . � . . . I I :_ � 1 � i �1, , . , , f ',I i
ABBREVIATION LEGEND:
PARKING SPACES
SURVEYORS NOTES:
4
- RIGHT-OF-WAY
R/W RIGH
244 REGULAR SPACES
3 HANDICAPPED SPACES
1) BASIS OF BEARING IS N 03'54'55 "E:< ALONG THE CENTERLINE ` ='
P.R.M. - PERMANENT REFERENCE MONUMENT
OF STATE ROAD N0.5 (U.S.HIGHWAY' N0.1)
P.C.P. - PERMANENT CONTROL POINT
247 TOTAL SPACES
PER DEED, AS SHOWN.
SYMBOL LEGEND
R - RADIUS
z.
2) THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE
D - CENTRAL ANGLE
NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN
A - ARC LENGTH
'THE PUBLIC RECORDS OF THIS COUNTY.
CH -CHORD
P.B. - PLAT BOOK
(SYMBOLS SHOWN HEREON ARE NOT TO SCALE)
4) SUBJECT PROPERTY IS WITHIN FLOOD ZONE "C" PER
O.R.B. - OFFICIAL RECORD BOOK
F.I.R.M. RATE MAP 120228 001 C, REVISED SEPTEMBER 30, 1992.
D.B. DEED BOOK
ELEV. OR EL. - ELEVATION
-
FH -Q- = FIRE HYDRANT
= ELEVATION
5) REFERENCE: TITLE COMMITMENT NO.: CM -1- 1272 -6
PROP. - PROPOSED
20,00
AMERICAN PIONEER TITLE INSURANCE COMPANY
P) - PLAT DIMENSION
EL = ELEVATION
EFFECTIVE DATE: JANUARY 28, 1998, ® 6:00 A.M.
M - MEASURED DIMENSION
® WM = WATER METER
C� - CALCULATED DIMENSION
C.B. ® = CATCH BASIN
6) BENCHMARK REFERENCE: PALM BEACH COUNTY
"A ",
P.O.C. - POINT OF COMMENCEMENT
B.M. 232 ELEVATION = 17.474'.
P,O.B. - POINT OF BEGINNING
WV w = WATER VALVE
SET IR /C - 1/2" IRON ROD WITH " MESSLER, INC." CAP
n = SIGN
7) ELEVATION DATUM IS N.G.V.D., 1929.
UNLESS OTHERWISE NOTED
WUP 0 = WOOD UTILITY POLE
FND. - FOUND
C. M. - 4" X 4" CONCRETE MONUMENT
CUPO = CONCRETE UTILITY POLE
- CENTERLINE
O = METAL BOLLARD FILLED WITH CONCRETE
- BASELINE
DATUM
MLP 0 = METAL LIGHT POLE
SUBJECT PROPERTY SUBJECT TO:
N.G.V.D. - NATIONAL GEODETIC VERTICAL
CONC. - CONCRETE
•---o = POLE WITH ANCHOR
1) RESTRICTIVE COVENANTS, CONDITIONS, STIPULATIONS AND EASEMENTS PER ORB 1257, PG 357.
A/C - AIR CONDITIONER
2) EASEMENT TO AMERICAN TELEPHONE AND TELEGRAPH COMPANY PER ORB 809, PG 486.
C.B.S. - CONCRETE BLOCK AND STUCCO
= HANDICAPPED PARKING SPACE
I.E.E. - INGRESS - EGRESS EASEMENT
3) RECIPROCAL PARKING AGREEMENT PER ORB 1365, PG 161.
CONC. - CONCRETE
-
FIELD DN
DRAWN MPC
CHECKED R P B
5
4
3
2
1
N0.
1 DATE
Gj
I
P.O.C.
1l � E&":,�:! t _� � � I �� : -�', � I 'L I . I
1 I : , , . �i �, , I
,� DESCRIPTION:
.
I I
M ; i ';_ TO: SHAPIRO & ADAMS, P.A.
A PARCEL OF LAND LYING IN SECTION 30, TOWNSHIP 40 SOUTH, RANGE 43 EAST, R TITLE INSURANCE COMPANY
,1. 1.
AMERICAN PIONEER
PALM BEACH COUNTY, FLORIDA, BEING MORE PA 'TICULARLY DESCRIBED AS FOLLOWS: TEQUESTA PLAZA JOINT VENTURE
4 FIDELITY FEDERAL SAVINGS BANK OF FLORIDA
,, , COMMENCING AT THE POINT OF INTERSECTION OFTHE CENTERLINE OF STATE ROAD
'` I NO. 5 (U.S. HIGHWAY NO. 1) WITH THE SOUTH LINE OF SECTION 30, TOWNSHIP
I 40 SOUTH, RANGE 43 EAST; THENCE NORTH 03'S.4 55 EAST (BASIS OF
BEARINGS), ALONG THE SAID CENTERLINE, A DISTANCE OF 695.55 FEET TO A THIS IS TO CERTIFY THAT THIS MAP AND THE SURVEY ON WHICH IT IS BASED
tr'1 POINT ON THE EASTERLY EXTENSION OF THE NORTH RIGHT -OF -WAY 'LINE OF BRIDGE WERE MADE (I) IN ACCORDANCE WITH MINIMUM STANDARD DETAIL REQUIREMENTS
I ' FOR ALTA /ACSM LAND TITLE SURVEYS ", JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND
11 , ROAD (PER O.R.B. 1166, PAGE 552 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY,
FLORIDA); THENCE SOUTH 89'46'55" WEST, ALONG; SAID EASTERLY EXTENSION ACSM IN 1992, AND INCLUDED ITEMS 1,2,3,4,5(ELEVATIONS ONLY),7A,$,9,10,11 AND 13 OF
AND SAID NORTH RIGHT -OF -WAY LINE, A DISTANCE OF 360.16 FEET TO THE POINT TABLE A THEREOF, AND (il) PURSUANT TO THE ACCURACY STANDARDS IN EFFECT THIS DAY
OF AN URBAN SURVEY.
11 I_
� , I , I - ; N ; " '. 1_
OF BEGINNING; THENCE CONTINUE SOUTH 89 46 55 WEST, ALONG SAID NORTH
RIGHT OF WAY LINE, A DISTANCE OF 516.42, FEET THENCE NORTH 00'13'05"
WEST, A DISTANCE OF 321.06 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY
LINE OF TEQUESTA DRIVE (PER O.R.B. 6625, PAGE 302 OF THE PUBLIC RECORDS
OF PALM BEACH COUNTY, FLORIDA); THENCE NORTH 67'59'40" EAST, ALONG MESSLER & ASSOCIATES
40 0 - 40 80 SAID SOUTHERLY RIGHT OF WAY LINE, A DISTANCE OF 231.34 FEET TO THE POINT LICENSED BUSINESS NO. 3616
OF CURVATURE OF A CURVE TO THE RIGHT; THENCE EASTERLY, ALONG THE ARC OF
SAID CURVE, HAVING A RADIUS OF 305.00'FEET,THROUGH A CENTRAL ANGLE OF
21'48'00 ", AN ARC DISTANCE OF 116.05. FEET TOE THE POINT OF TANGENCY OF
�� SAID CURVE; THENCE NORTH 89'47'40" EAST, A DISTANCE OF 199.14 FEET;
SCCII e . ` — 4 f THENCE SOUTH 00'13'05" EAST, A DISTANCE OF 279.06 FEET; THENCE SOUTH
03'54'55" WEST, A DISTANCE OF 150.00 FEET TO POINT OF BEGINNING.
SAID LANDS SITUATE, LYING AND BEING IN PALM ;BEACH COUNTY, FLORIDA. - - - - - - --
SUBJECT TO ALL PERTINENT MATTERS OF =RECORD. FOR THE FIRM: DATE ROBERT P. BLASZYK
CONTAINING 4.833 ACRES, MORE OR LESS. PROFESSIONAL SURVEYOR &MAPPER
STATE OF FLORIDA REG. NO. 4133
SEAL
A% Ch z cli O ® ®® ® ®4 ® ® ® PROJ No. 98008 h, sq
I \7 ® ® T ED U E S T A PLAZA "NOT VALID WITHOUT THE 1'°- 40'
CCONSULTING ENGINEERS U ® R Y tJI SIGNATURE AND THE ORIGINAL SCALE 2/18/98
O N S U G G A L T A /ACSM SURVEY R V E Y RAISED SEAL OF A FLORIDA ORIGINAL
11211 PROSPERITY FARMS ROAD, SUITE C -301, PALM BEACH GARDENS, FLORIDA 33410 LICENSED SURVEYOR &MAPPER" PLOT
REVISION FIELD BOOK BY Phone (561) 627 -2226 Fax (561) 624 -1569 sHT 1 of 1
do PAGE
Feb 19, 1998 — 13:49:28 DWG Name: C: /DWGS/TEQ3.DWG Updated By. MPC
/
TEQUESTA DRIVE
(80' R/W PER ORB 872, PG 257)
/ 9
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2° UNPLATTE,D
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stir ACREAGE
MLP "'y �\ \yq
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•tom .6) 9 ">> � 00 • "�� O � o • ; �O �.- -
,
;
�SANITAR Y M ANHOLE
RIM EL =19.58
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1o3 26I3.512' I I p°`,I; I off` 20�`0�� �` I I 2�� __i - --- - - - -L- �-- ��__�?_ L_f_1 2�J_L_� 3x3'
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._ x a1 _J. EL =21 �66 L - -
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-- —
,
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CJ �
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DESIGN TJM
DRAWN JAO
CHECKED TJM
Q.C.
5
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DATE
MLP 1,0 I I I I ti `k! 42 ALP p W
®MLP �� '�°' 2 c0 0-
.ri v
SANITARY MANHOLE b� o�` 22 �� ��'
RIM EL =18,50
w• tiq• tip,• ti°�• ti°'• ti°'Ob ti°'' �°'•_ • -�
SANITARY MANHOLE
RIM EL= 19,46 b .
i +� i
�Dt h I I ti„ •I , S�,
q� o w i I i i i i� ti i i i i i i i i i ti i i I i N89'46,
t5
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CUP M
x
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318,40'(MEAS) 3 �? � t
SANITARY MANHOLE
RIM EL =19.11
NOT VALID FOR CONSTRUCTION
UNLESS SIGNED IN THIS BLOCK %, �� ® 0
t d k
® C
CONSULTING ENGINEERS
11211 Prosperity Farms Rd., Suite C -301, Palm Beach Gardens, Florida 33410
REVISION nPPD
BY Phone (561) 627 -2226 Fax (561) 624 -1569
i
o�9;p3 2e�— — 20•-- — —2 °� � ti
® o
�� 1 �! SANITARY MANHOLEx'
1�1 CD I I RIM EL =20,88
I
^' -----
OOD UTILITY POLE
CUP I ¢ I 3
'Z
(b
CD BRIDGE
2°� 2 °,
�bo 195x19'(MEAS) O p�r p`•b-
�. 2 2 2
25,08'(MEAS)
I
TEQUESTA VILLAGE CENTER
VILLAGE OF TEQUESTA, FLORIDA
I
❑AD
k
SEAL 99 -031
PROJ N0,
SCA 1 "= 30'
LE
DATE APRIL 1999
SHT 1 OF 1
D: \DWGS \TEQUESTA \PARCEL.DWG \t " =30'
- - - - - - - - - - - - - - - -
- - - - - - - - - - - - - -
2' VALLEY
ASPHALT ROADWAY
V--E -
Nj(p,—SIGHT TRIANGLE
m-m SIGNAGE ELEMENT
n __w_ /-2' VALLEY CURB
/SIGHT TRIANGLE
il�i
I
km ILA
BUILDING DATA
415' X 4.5' LANDSCAPE
DIAMOND
m
iri
rn
1 140.21' S.B.
MANHOLE1
tSIGHT TRIANGLE
X1,
-q IBUIL, `DIN
S-COVERAGE
PRIVACY I 5U1Lr.>iNd%,r_>
WALL 0 0)
0- w M IXED
"65i TWO STORY BUILDING
00
SHOPPING CENTER (RETAIL) 6,930 sr-.
C5' CONC. WALK V 0
1ST F=LO-OR t:IVIC/CULTURAL/10UPLIC 6'930 5r-.
F 2ND F�4'00R MUSEUM 8,514 S.F.
NAT ION5 5ANK 2ND FLOOR SHOPPING CENTER (ONCE) 8,814 Sr-.
—ACCENT- PAVERS WITH DESIGN LOGO
V� TOTAL BUILDING AREA
ACCENT PAVERS, TYP. <:= PHASE . I 31k0e 5F.
PHASE ii IBUILDING--COVERAGE 11,146 SR
24'AC�E5s EASEMENT
PARKING DATA
TOTAL ]BUICE�.IN'G,5FACE 100,226 Sp
)MMJMM�5- CONC. !g WALK TOTAL PARKING REQUIRED 446 SPACES
NEWSPAPER STANDS j5UILr;G A
6HORVNG CENTER PARKING (I PER 250 5R) 23k41 S.E. SE, SPACES
5UILDINr4OFFICEIRESIDENTIAL (I PER 200 B.F.) Ikoo Sp. 8 SPACES
,
SHOPPING CENTER PARKING (I PER 250 5.F.) 26,311 sr-. 106 SPACES
OSAN M HOLE RE50k�TIAL PARKING (2 PER APARTMENT OR 13 UNITS 26 SPACES
�—FUTURE SCULPTURE *#_mENT NATION& 5AN< I PER RENTAL UNIT) 26 UNITS
BUILDING (t,
CIVIC/C
yLTURAL PAWING (I PER IEo 5.F.) 4,112 5F. 28 SPACES
z I SHOPPING CENTER PARKING (I PER 250 S.F.) 4,113 5.F. 1-1 SPACES
GOVERNMGOVERNMENTAL. MENTAGOVERNMENTAL. PARKING (I PER 300 SF.) 30 SPACES
BUILDING D
SHOPPING CENTER PAWING (I PER 250 S.F.) 15,604 S.F. 64 SPACES
' u1 i� CIVIC/CULTURAL PARKING (I PER 150 SF.) 6"930 5r-. 41 SPACES
MUSEUM PARKING, (I PER 200 5F. USEABLE PU5LIC SPACE)
IZ
Lu 8j514 5F. X .60 USEABLE SPACE B,,324A SR 2-( SPACES
"k
1 _r I - 1\ 448 SPACES
-4 Lu
TOTAL PARKING PROVIDED 331 SPACES
SITE PAWING 209 SPACES;
HANDICAPPED PARKING 14 51-ACE-5
5RIC)CIE ROAD PARKING 20 SPACES
HANDICAPPED PARKING I SPACE
® I is SNARED PARKING/NATIONS BANK 4 TEQ. BUSINESS ASSOC. 69 SPACES
118 SPACES X BO
LL
A
BUILDING) LOT COVERAGE
��D EXIST. WALL BLDG COvr="E 59,950 Sp. 26.5%
VEHICULAR USE AREA 104,311.1 5R 49.6%
PEDESTRIAN USE AREA 22,965.93 5F, 10.e0
A
PERVIOUS GREEN SPACE 23,212.66 S.F. IIZ%
TOTAL COVERAGE 210,50623 ESP 10090
W,22� E S=IN S i 0 0 = I 1 11 1 1 _111111111 I'll, . =q _§ �r3 , , - "I " "I'll I.,.. - I'll , , 11
-- ------------- EX EDGE OF <= IDENTIFICATION ELEMENT, TYP
PAVEMENT SIGHT TRIANGLE
=:> BRIDGE ROAD
- -------------------- ------------------ -----------------------------------------------
ro' CONC. WALK
-7 —1
1150 5UILIDING 140 5UILDING 5RIDGE ROAD 6HOFFES
Master Site Plan
-10 0 15 30 60 90 120
I
Designed:
EOM
Drawn.
EQM/JML
Approved:
GGG
Date:
June 10, 113913
Job no.
ee-0404
Revisions:
July 30, 1e99
Cad no, CAD02130
Sea I
LC C000111
Sheet Title:
Master
Site
Plan
Scale: P = 30,
Sheet No.
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PRINTED SYMBOLS, MOUNT
ON POLE OR WALL.
O
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FIN. AS PER SPECIFICATIONS
FINISH GRADE —�
CONCRETE FOOTI 1 I – IIIII
EARTH =1 T 11 I I I I
DISABLED 'PARKING SIGN
N.T.S. ,
EDGE OF PAVEMENT
611 GONG. CURB
i
4" WIDE WHITE STRIPE
4" WIDE BLUI; STRIPE
4" WIDE 5PAOE
4" WIDE BLUE STRIPE
SEE HANDICAP PAVEMENT
MARKING DETAIL FOR INFO.
j "1 —v j 1t —v j
PARKING STALL DETAIL
N.T.S.
1 OI_OII
MINIMUM
DUMPSTER
DUMPSTER ENCLOSURE DETAIL
N.T.S. FRONT ELEVATION
E
PAPER WINDOW
FRAME TO BE
COLORED BLACK
PAPER PAPPER PAPFER PA cR PA-PER PAPER
11 11 11 1
SEE SITE PLAN FOR LOCATION
NEWSPAPER STAND DETAIL
N.T.S.
K51 BAEA
R 2BAEA
RAISED STUCCO BANDS CONTINUOUS
AROUND DUMPSTER WALL
INSIDE DIMENSIONS TO BE A MIN.
OF 10' X 10' FOR DUMPSTER
STUCCO C.B.S. WALL, COLOR TO MATCH
BUILDING E BE CONSISTENT VV/P.U.D.
STEEL GATES
6" THICK CONC. PAD
MATCH BUILDING
PROPOSED FINIAL
PROP05ED ROOF
PROPOSED GLOBE
PROPOSED POD
PROPOSED BANDING
WITH PROJECT LOGO
Hadco Light Fixtures $ Poles
12' HADCO LIGHT POLE (AS SHOWN)
REFER TO PHOTOMETRIC PLAN FOR LOCATIONS
(717) 351 -1151
LIGHT POLE & FIXTURE
N.T.S.
P -2071
Y o.a
8 to 13' der.
(4) 314'.x 19"
1"Anchor Rod Optw
16 dsx45'H
btemal Arr_hot Rods
9 x7 "w5"
9° Fluted
.125 Aluminum -
bm IQ 100
6' 20.92 12.76
lo' 15.50 9,54
2' I [.A8 7.05
14' 7.29 9.22
• SEAT" PORTION WELDED INTO LINE UNIT
+ CUSTOM LETTER1 N AVAILABLE FOP,_ SfDE PANELS
+ AVAIL kBLE 1N WENDED LENGTHS Ili MU:IwTIPLI.S
Of 6
MATE PLIIAL.S
no Surfam, 1,/4 " x, Y -1;/2" steel bar and 2-3/8"
C.Q.D. steel pipe
supmu: cast iron
13nd w 1-1/16" O.D. steel pipes
Fadm dl e: Stainless stetl
Fes: See page 2 for choice of polyester powder
finish (,shown in Black),
Site Details Sheet
NEW"
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Designed: EOM /CiGG
Drawn: JML
Approveol: EOM /CaGG
Date: JUIS4 30, 1999
Job no. 99 -0404
R°viS i om
Cad no. CAD021G S
Sea I
LC G000111
Sheet Title:
5ite
Details
Sheet
5ca le: P = 30'
Sheet No.
5F -2
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PRINTED SYMBOLS, MOUNT
ON POLE OR WALL.
O
1
r`
2" SO. ALUM, POST
FIN. AS PER SPECIFICATIONS
FINISH GRADE —�
CONCRETE FOOTI 1 I – IIIII
EARTH =1 T 11 I I I I
DISABLED 'PARKING SIGN
N.T.S. ,
EDGE OF PAVEMENT
611 GONG. CURB
i
4" WIDE WHITE STRIPE
4" WIDE BLUI; STRIPE
4" WIDE 5PAOE
4" WIDE BLUE STRIPE
SEE HANDICAP PAVEMENT
MARKING DETAIL FOR INFO.
j "1 —v j 1t —v j
PARKING STALL DETAIL
N.T.S.
1 OI_OII
MINIMUM
DUMPSTER
DUMPSTER ENCLOSURE DETAIL
N.T.S. FRONT ELEVATION
E
PAPER WINDOW
FRAME TO BE
COLORED BLACK
PAPER PAPPER PAPFER PA cR PA-PER PAPER
11 11 11 1
SEE SITE PLAN FOR LOCATION
NEWSPAPER STAND DETAIL
N.T.S.
K51 BAEA
R 2BAEA
RAISED STUCCO BANDS CONTINUOUS
AROUND DUMPSTER WALL
INSIDE DIMENSIONS TO BE A MIN.
OF 10' X 10' FOR DUMPSTER
STUCCO C.B.S. WALL, COLOR TO MATCH
BUILDING E BE CONSISTENT VV/P.U.D.
STEEL GATES
6" THICK CONC. PAD
MATCH BUILDING
PROPOSED FINIAL
PROP05ED ROOF
PROPOSED GLOBE
PROPOSED POD
PROPOSED BANDING
WITH PROJECT LOGO
Hadco Light Fixtures $ Poles
12' HADCO LIGHT POLE (AS SHOWN)
REFER TO PHOTOMETRIC PLAN FOR LOCATIONS
(717) 351 -1151
LIGHT POLE & FIXTURE
N.T.S.
P -2071
Y o.a
8 to 13' der.
(4) 314'.x 19"
1"Anchor Rod Optw
16 dsx45'H
btemal Arr_hot Rods
9 x7 "w5"
9° Fluted
.125 Aluminum -
bm IQ 100
6' 20.92 12.76
lo' 15.50 9,54
2' I [.A8 7.05
14' 7.29 9.22
• SEAT" PORTION WELDED INTO LINE UNIT
+ CUSTOM LETTER1 N AVAILABLE FOP,_ SfDE PANELS
+ AVAIL kBLE 1N WENDED LENGTHS Ili MU:IwTIPLI.S
Of 6
MATE PLIIAL.S
no Surfam, 1,/4 " x, Y -1;/2" steel bar and 2-3/8"
C.Q.D. steel pipe
supmu: cast iron
13nd w 1-1/16" O.D. steel pipes
Fadm dl e: Stainless stetl
Fes: See page 2 for choice of polyester powder
finish (,shown in Black),
Site Details Sheet
NEW"
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Designed: EOM /CiGG
Drawn: JML
Approveol: EOM /CaGG
Date: JUIS4 30, 1999
Job no. 99 -0404
R°viS i om
Cad no. CAD021G S
Sea I
LC G000111
Sheet Title:
5ite
Details
Sheet
5ca le: P = 30'
Sheet No.
5F -2
GG _ nAnA
--] ,I
1�
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DISABLED PAVEMENT MARKING
N.T.S.
JOE
HANDICAPPED SYMBOL PR -� co
DISt.PI®
1/8" ALUM. PANEL SCREEN
PRINTED SYMBOLS, MOUNT
ON POLE OR WALL.
O
1
r`
2" SO. ALUM, POST
FIN. AS PER SPECIFICATIONS
FINISH GRADE —�
CONCRETE FOOTI 1 I – IIIII
EARTH =1 T 11 I I I I
DISABLED 'PARKING SIGN
N.T.S. ,
EDGE OF PAVEMENT
611 GONG. CURB
i
4" WIDE WHITE STRIPE
4" WIDE BLUI; STRIPE
4" WIDE 5PAOE
4" WIDE BLUE STRIPE
SEE HANDICAP PAVEMENT
MARKING DETAIL FOR INFO.
j "1 —v j 1t —v j
PARKING STALL DETAIL
N.T.S.
1 OI_OII
MINIMUM
DUMPSTER
DUMPSTER ENCLOSURE DETAIL
N.T.S. FRONT ELEVATION
E
PAPER WINDOW
FRAME TO BE
COLORED BLACK
PAPER PAPPER PAPFER PA cR PA-PER PAPER
11 11 11 1
SEE SITE PLAN FOR LOCATION
NEWSPAPER STAND DETAIL
N.T.S.
K51 BAEA
R 2BAEA
RAISED STUCCO BANDS CONTINUOUS
AROUND DUMPSTER WALL
INSIDE DIMENSIONS TO BE A MIN.
OF 10' X 10' FOR DUMPSTER
STUCCO C.B.S. WALL, COLOR TO MATCH
BUILDING E BE CONSISTENT VV/P.U.D.
STEEL GATES
6" THICK CONC. PAD
MATCH BUILDING
PROPOSED FINIAL
PROP05ED ROOF
PROPOSED GLOBE
PROPOSED POD
PROPOSED BANDING
WITH PROJECT LOGO
Hadco Light Fixtures $ Poles
12' HADCO LIGHT POLE (AS SHOWN)
REFER TO PHOTOMETRIC PLAN FOR LOCATIONS
(717) 351 -1151
LIGHT POLE & FIXTURE
N.T.S.
P -2071
Y o.a
8 to 13' der.
(4) 314'.x 19"
1"Anchor Rod Optw
16 dsx45'H
btemal Arr_hot Rods
9 x7 "w5"
9° Fluted
.125 Aluminum -
bm IQ 100
6' 20.92 12.76
lo' 15.50 9,54
2' I [.A8 7.05
14' 7.29 9.22
• SEAT" PORTION WELDED INTO LINE UNIT
+ CUSTOM LETTER1 N AVAILABLE FOP,_ SfDE PANELS
+ AVAIL kBLE 1N WENDED LENGTHS Ili MU:IwTIPLI.S
Of 6
MATE PLIIAL.S
no Surfam, 1,/4 " x, Y -1;/2" steel bar and 2-3/8"
C.Q.D. steel pipe
supmu: cast iron
13nd w 1-1/16" O.D. steel pipes
Fadm dl e: Stainless stetl
Fes: See page 2 for choice of polyester powder
finish (,shown in Black),
Site Details Sheet
NEW"
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Designed: EOM /CiGG
Drawn: JML
Approveol: EOM /CaGG
Date: JUIS4 30, 1999
Job no. 99 -0404
R°viS i om
Cad no. CAD021G S
Sea I
LC G000111
Sheet Title:
5ite
Details
Sheet
5ca le: P = 30'
Sheet No.
5F -2
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66
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1
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I1 "
DISABLED PAVEMENT MARKING
N.T.S.
JOE
HANDICAPPED SYMBOL PR -� co
DISt.PI®
1/8" ALUM. PANEL SCREEN
PRINTED SYMBOLS, MOUNT
ON POLE OR WALL.
O
1
r`
2" SO. ALUM, POST
FIN. AS PER SPECIFICATIONS
FINISH GRADE —�
CONCRETE FOOTI 1 I – IIIII
EARTH =1 T 11 I I I I
DISABLED 'PARKING SIGN
N.T.S. ,
EDGE OF PAVEMENT
611 GONG. CURB
i
4" WIDE WHITE STRIPE
4" WIDE BLUI; STRIPE
4" WIDE 5PAOE
4" WIDE BLUE STRIPE
SEE HANDICAP PAVEMENT
MARKING DETAIL FOR INFO.
j "1 —v j 1t —v j
PARKING STALL DETAIL
N.T.S.
1 OI_OII
MINIMUM
DUMPSTER
DUMPSTER ENCLOSURE DETAIL
N.T.S. FRONT ELEVATION
E
PAPER WINDOW
FRAME TO BE
COLORED BLACK
PAPER PAPPER PAPFER PA cR PA-PER PAPER
11 11 11 1
SEE SITE PLAN FOR LOCATION
NEWSPAPER STAND DETAIL
N.T.S.
K51 BAEA
R 2BAEA
RAISED STUCCO BANDS CONTINUOUS
AROUND DUMPSTER WALL
INSIDE DIMENSIONS TO BE A MIN.
OF 10' X 10' FOR DUMPSTER
STUCCO C.B.S. WALL, COLOR TO MATCH
BUILDING E BE CONSISTENT VV/P.U.D.
STEEL GATES
6" THICK CONC. PAD
MATCH BUILDING
PROPOSED FINIAL
PROP05ED ROOF
PROPOSED GLOBE
PROPOSED POD
PROPOSED BANDING
WITH PROJECT LOGO
Hadco Light Fixtures $ Poles
12' HADCO LIGHT POLE (AS SHOWN)
REFER TO PHOTOMETRIC PLAN FOR LOCATIONS
(717) 351 -1151
LIGHT POLE & FIXTURE
N.T.S.
P -2071
Y o.a
8 to 13' der.
(4) 314'.x 19"
1"Anchor Rod Optw
16 dsx45'H
btemal Arr_hot Rods
9 x7 "w5"
9° Fluted
.125 Aluminum -
bm IQ 100
6' 20.92 12.76
lo' 15.50 9,54
2' I [.A8 7.05
14' 7.29 9.22
• SEAT" PORTION WELDED INTO LINE UNIT
+ CUSTOM LETTER1 N AVAILABLE FOP,_ SfDE PANELS
+ AVAIL kBLE 1N WENDED LENGTHS Ili MU:IwTIPLI.S
Of 6
MATE PLIIAL.S
no Surfam, 1,/4 " x, Y -1;/2" steel bar and 2-3/8"
C.Q.D. steel pipe
supmu: cast iron
13nd w 1-1/16" O.D. steel pipes
Fadm dl e: Stainless stetl
Fes: See page 2 for choice of polyester powder
finish (,shown in Black),
Site Details Sheet
NEW"
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Designed: EOM /CiGG
Drawn: JML
Approveol: EOM /CaGG
Date: JUIS4 30, 1999
Job no. 99 -0404
R°viS i om
Cad no. CAD021G S
Sea I
LC G000111
Sheet Title:
5ite
Details
Sheet
5ca le: P = 30'
Sheet No.
5F -2
GG _ nAnA
--] ,I
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4
110,
13
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001 110A I pill = OkkoV 0
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PLANT LIST
TREES
E PALMS
aim
O.C.
REMARKS
PTYCHOSPERMA ELEGANS
ALEXANDER PALM SINGLE
10 -12' HT.
A.S.
KEY
TOOTAL
ON -SITE
OFF -SITE
V
PT
13/4
13/4
12 -14' HT., 8' SPR.
A.S.
4 -5' C.T. SPECIMEN
MAHOGANY OR MAGNOLIA
120YSTONEA ELATA
NATIVE SHADE TREES
ROYAL PALM
10 G.W.
• V
QV
64
59
5
• V
HURRICANE CUT, 1/2 CHARACTER CURVED TRUNKS o 30 -60 DEGREES
OR
YELLOW TABEBUTA
10 -12' HT., 6 -7' SPR.
• V
RE
32
28
4
V
SP
109/36
109/36
4' POTS
V
TC
4
4
#3 MIN., 4' RUNNERS
V
WR
25/8
25/8
tt3 MIN., 30' HT.
SHRUBS E GROUNDCOVER
FULL & THICK TO BASE
ANN
550
550
A.S.
V
BOU
37
37
24' O.C.
V
CHR
373
373
1.5' O.C.
M
HIB
331
331
24' O.C.
V
HYM
644
584
60
M
LIP
3082
2067
1015
V
PHX
788
788
V
TRA
21
21
V
TRI
795
795
BOTANICAL NAME
COMMON NAME
aim
O.C.
REMARKS
PTYCHOSPERMA ELEGANS
ALEXANDER PALM SINGLE
10 -12' HT.
A.S.
MATCHED SPECIMEN
PTYCHOSPERMA ELEGANS
TRIPLE ALEXANDER PALM
12 -14' HT. TRIPLE
A.S.
EQUAL CAL. TRUNKS
QUERCUS VIRGINIANA
LIVE OAK TREE
12 -14' HT., 8' SPR.
A.S.
4 -5' C.T. SPECIMEN
MAHOGANY OR MAGNOLIA
120YSTONEA ELATA
NATIVE SHADE TREES
ROYAL PALM
10 G.W.
A.S.
MATCHED SPECIMEN W/ HEAVY TRUNK & TRUNK
SABAL PALMETTO
CABBAGE PALM
8 -20' TRUNK HT.
A.S.
HURRICANE CUT, 1/2 CHARACTER CURVED TRUNKS o 30 -60 DEGREES
TABEBUTA CARAIBA
YELLOW TABEBUTA
10 -12' HT., 6 -7' SPR.
A.S.
V C.T. CHARACTER TRUNK SPECIMEN
WASHINGTONIA 120BUSTA
WASHINGTONIA PALM
20' CLEAR TRUNK
A.S.
MATCHED SPECIMEN
ANNUALS
SEASONAL COLOR
4' POTS
12' O.C.
COLOR AS SELECTED BY OWNER
BOUGAINVILLEA SPP.
BOUGAINVILLEA VINE
#3 MIN., 4' RUNNERS
TO WATERING, WEEDING, CULTIVATING, RESTORATION OF GRADE,
ATTACH TO WALL
CH12YSOBALANUS ICACO
COCOPLUM
tt3 MIN., 30' HT.
24' O.C.
FULL & THICK TO BASE
HIBISCUS R. SINENSIS
HIBISCUS HEDGE
tt3 MIN., V O.A.
A.S.
FULL TO BASE
HYMENOCALLIS LATIFOLIA
SPIDER LILY
#I MIN., 14' HT.
24' O.C.
FULL
LIRIOPE M. 'EVERGREEN GIANT'
EVERGREEN GIANT LIRIOPE
#1, 12' O.A.
1.5' O.C.
FULL & THICK TO BASE
PHILODENDRON 'XANADU
DWARF PHILODENDRON
tt3 MIN., 18' O.A.
24' O.C.
FULL
TRACHELOSPE12MUM JASMINOIDES CONFEDERATE JASMINE
tt3 MIN., 5' RUNNERS
A.S.
ATTACH TO WALL
TRIPSACUM FLORIDANA
FLA. GAMMA GRASS
#3, 18! O.A.
24' O.C.
FULL & THICK TO BASE
ALL PLANTED AREAS TO RECEIVE 100;6 AUTOMATIC IRRIGATION WITH RAIN SENSOR.
SHREDDED COMMERCIAL GRADE CYPRESS MULCH TO BE APPLIED TO ALL PLANTING BEDS, 2 -3' THICK MIN.
SOD EQUAL TO ST. AUGUSTINE 'FLORITAM' SOLID SOD
* INDICATES NATIVE PLANT MATERIAL
V INDICATES VERY DROUGHT TOLERANT
M INDICATES MODERATE DROUGHT TOLERANCE
POINT AT WHICH O.A. HEIGHT
IS MEASURED
POINT AT WHICH C.T. OR B.T.
HEIGHTS ARE MEASURED
POINT AT WHICH C.W OR G.W
HEIGHTS ARE MEASURED
NO SCRAPED OR SCARRED TRUNKS
MINIMUM 3 (2" X 4 ") WOOD BRACES
NAIL INTO BATTENS W /20D NAILS
FERTILIZE WITH 10 LBS. MILOR3ANITE
REMOVE TOP 1/3 OF BURLAP
BACKFILL MIXTURE
1/3 SAND,
1/3 PEAT HUMUS,
1/3 TOPSOIL
t� a�
DETAILS
TIE FRONDS W/BURLAP
TO PROTECT BUD
THIN BRANCHES BY 1/3 TOTAL MASS
RETAIN NATURAL FORM. NO PRUNING SHALL
SECURE BATTENS W/ 2 -3/4" HIGH CARBON BE DONE PRIOR TO INSTALLATION AND
�r< STEEL. 5AND5 TO HOLD BAT ENS IN PLACE SHAL1 Be ,4PPROVEO BY LANDSCAPE
DURING PLANTING PROJECT. DO NOT NAIL ARCHITECT
BATTENS TO PALM. HEIGHT OF BATTENS
SHALL BE LOCATED IN RELATION TO THE
HEIGHT OF THE PALM FOR ADEQUATE BRACING
TREE CALIPER SIZE SHALL BE
MEASURED AT 6" ABOVE GRADE
STEEL - BAND UP TO INCL. 4" CAL. AND
12" ABOVE GRADE FOR LARGER
\ 5 (2 "X4 "X16 ") WOODBATTENS CALIPER TREES
5 LAYERS OF BURLAP '
_ MULCH TYPE AND THICKNESS ON -�-�
PLANT LIST
ON PL ANTF�E�TND THICKNESS REMOVE TOP I/3 OF BURLAP
EARTH SAUCER
E FINISH GRADE
cq
i =_— = =1 I I I 1 =1 I I -I
•,, I I— III —III_
PLANT PIT TO BE 1 1/2 TIMES THE
DIAMETER OF THE PLANT BALL
ALM PLANTING DETAI,
POINT AT WHICH SPECIFIED
OVERALL SHRUB HEIGHT
IS MEASURED
FERTILIZE WITH "MILORGANITE"
PER WRITTEN SPECS.
MULCH TYPE AND THICKNESS -
ON PLANT LIST
GROUND COVER
POINT AT WHICH SPECIFIED
SHRUB SPREAD IS MEASURED
A
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,EX16TING SUBGRADE
SH
4
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PLANT PIT TO BE 1 1/2 TIMES THE
DIAMETER OF THE PLANT BALL
%OUN1� COVE
t
BACKFILL MIXTURE
1/3 SAND, 1/3 PEAT HUMUS,
1/3 TOPSOIL
POINT AT WHICH SPECIFED
TREE SPREAD 15 MEASURED
a
P
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•. A
i
PLANT PIT TO BE 2 1/2 TIMES THE
DIAMETER OF PLANT
TREE PLANTING _P_
5FECIF ICAT IONS
PLANT MATERIAL: PROVIDE SIZES AND SPECIFICATIONS OF PLANTS AS WHEN WORKING IN AN AREA WHERE KNOWN UTILITIES EXIST, UTILITY
SHOWN ON PLANS OR LISTED ON PLANT LIST. PLANT QUANTITIES SHOWN ON LOCATIONS MAY NEED TO BE STAKED BY A SURVEYOR OR THE UTILITY
THE PLANS SHALL CONTROL OVER QUANTITIES SHOWN IN THE PLANT LIST. COMPANIES. THE CONTRACTOR HAS THE OPTION TO CONTACT UN.C.L.E.
ALL TREES, PALMS, SHRUBS, GROUND COVERS AND OTHER PLANTS SHALL AT 1 -800- 432 -4110 TO SCHEDULE LOCATION OF THE UTILITIES WHICH
CONFORM TO THE STANDARD OF FLORIDA NO. 1 OR BETTER AS GIVEN IN THE SUBSCRIBE TO THEIR SERVICE.
LATEST EDITION OF GRADES AND STANDARDS FOR NURSERY PLANTS BY
FLORIDA DEPARTMENT OF AGRICULTURE, PART I AND II. PLANT MATERIAL
SHALL ALSO CONFORM TO THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. WEEDS: PRIOR TO THE INSTALLATION OF PLANTS, THE SITE SHALL BE FREE
(ANSI) BULLETIN Z ro0.1 - 1990 AND AS REVISED. OF WEEDS, GRASS, SOD, DEBRIS, ROCKS OR OTHER MATERIAL MAKING
THE SITE UNPLANTABLE. FOR FINAL ACCEPTANCE ALL PLANTED AREAS
SPECIMEN PLANTS SHALL BE FLORIDA FANCY OR BETTER AND SHALL SHALL BE WEED FREE.
CONFORM TO THE LITERATURE STANDARDS LISTED ABOVE.
GRADING: THE LANDSCAPE CONTRACTOR SHALL COORDINATE THE INSTALLATION
SOD SHALL MEET AMERICAN SOD PRODUCES ASSOCIATION STANDARDS FOR AND GRADING OF TOPSOIL, IF NECESSARY, WITH THE GENERAL
NURSERY GROWN SOD FOR THICKNESS OF CUT, PAD SIZE, STRENGTH OF CONTRACTOR, TO INSURE THE SITE IS AT FINISH GRADE PRIOR TO
SECTIONS, MOISTURE CONTENT AND THATCH. SOD SHALL BE INSTALLING PLANTS.
GUARANTEED TO BE UNIFORM IN COLOR, LEAF TEXTURE, AND SHOOT
DENSITY AND FREE OF WEEDS, DISEASE, FUNGUS, INSECTS PLANTING TREES:
OR OTHER IMPERFECTIONS AND SUFFICIENTLY KNITTED TO SUSTAIN
GROWTH, SOD SHALL BE MOWED FOR FINAL ACCEPTANCE. LAYOUT PLANTS ACCORDING TO LANDSCAPE PLANS. IF A CONFLICT
ARISES AS TO THE LOCATION, SPACING OR OTHER CONFLICT, CONTACT
WARRANTY: WARRANT ALL PLANT MATERIAL FOR A PERIOD OF NINETY (90) THE LANDSCAPE ARCHITECT IMMEDIATELY.
DAYS FROM THE DATE OF FINAL ACCEPTANCE AGAINST DEATH AND
UNHEALTHY CONDITION, EXCEPT AS MAY RESULT FROM NEGLECT BY EXCAVATE PIT TO TWO AND ONE -HALF (2 1/2) 'rlME5 THE DIAMETER OF
OWNER, DAMAGE BY OTHERS AND UNUSUAL PHENOMENA BEYOND TREE BALL AND NOT LESS THAN 6" DEEPER. COMPACT A LAYER OF
CONTRACTOR'S CONTROL. REPLACEMENTS SHALL BE MADE WITH COMPATIBLE BACKFILL MIXTURE IN PIT TO LOCATE COLLAR OF PLANT PROPERLY IN
SIZE AND QUALITY OF MATERIAL AT A TIME REQUESTED OR ACCEPTABLE A SLIGHTLY DISHED FINISH GRADE. BACKFILL AROUND BALL WITH
BY THE OWNER OR LANDSCAPE ARCHITECT. PLANT MATERIAL REJECTED BACKFILL MIXTURE, COMPACTED TO ELIMINATE VOIDS AND AIR
DURING THE COURSE OF CONSTRUCTION SHALL BE REMOVED POCKETS, WATERING THOROUGHLY As LAYERS ARE PLACED. BUILD 3"
WITHIN FIVE (5) WORKING DAYS AND REPLACED BEFORE THE FINAL HIGH BERM OF SOIL BEYOND EDGE OF EXCAVATION. APPLY FERTILIZER
INSPECTION FOR COMPLETION WILL BE SCHEDULED. WARRANTY ON REPLACE- AS SPECIFIED AND THEN MULCH WITH THE TYPE AND THICKNESS
MENT PLANTS SHALL BE 90 DAYS FROM THE DATE OF FINAL ACCEPTANCE SPECIFIED ON PLANT LIST.
OF THE REPLACEMENTS. ANY DAMAGE TO SODDED OR SEEDED AREAS
DURING REPLACEMENT OF PLANT MATERIAL SHALL BE CORRECTED BY THE PRUNING SHALL BE DONE ON SITE AFTER PLANTING FOR DAMAGED LIMBS
LANDSCAPE CONTRACTOR. OR AS DIRECTED TO IMPROVE OVERALL PLANT APPEARANCE. DO NOT
REMOVE MORE THAN 15% OF BRANCHES. PRUNING METHODS SHALL
QUANTITIES LOCATION AND SUBSTITUTIONS: THE QUANTITIES OF PLANT FOLLOW STANDARD HORTICULTURAL PRACTICES USING APPROPRIATE
MATERIALS SHOWN ON PLANS SHALL TAKE PRECEDENCE OVER THE PLANT TOOLS. LOPPING, SHEARING OR TOPPING OF PLANT MATERIAL WILL BE
QUANTITIES ON THE PLANT L15T. THE LANDSCAPE ARCHITECT RESERVES GROUNDS FOR REJECTION. DAMAGED, SCARRED, FRAYED, SPLIT OR
THE RIGHT TO ADJUST THE NUMBER AND LOCATIONS OF THE DESIGNATED SKINNED BRANCHES, LIMBS OR ROOTS TO BE PRUNED BACK TO LIVE
TYPES AND SPECIES OF PLANTS TO BE USED AT ANY OF THE LOCATIONS WOOD. THE CENTRAL LEADER OR BUD SHALL BE LEFT INTACT UNLE55
SHOWN. THE OWNER SHALL RECEIVE A CREDIT OR DEBIT FOR THE UNIT PRICE SEVERELY DAMAGED.
OF THE PLANT MATERIAL. NO SUBSTITUTION OF PLANT MATERIAL TYPES,
SPECIFICATIONS OR SIZES WILL BE PERMITTED WITHOUT WRITTEN
AUTHORIZATION FROM THE LANDSCAPE ARCHITECT. THE OWNER AND /OR GUY AND STAKE TREE IN THREE (3) DIRECTIONS WITH "DUCKBILL"
LANDSCAPE ARCHITECT RESERVES THE RIGHT TO NOT ACCEPT PLANT FLORESCENT ORANGE GUYING SYSTEM OR TWO (2) STRANDS OF 14 GAUGE
MATERIAL THAT DOES NOT, 1N THE OPINION OF THE OWNER AND /Old TWISTED GALVANIZED WIRE AND TURNBUCKLE. FEED WIRE THROUGH
LANDSCAPE ARCHITECT, MEET THE SPECIFICATIONS HEREIN. 1= LEXIBLE HOSE CHAFING GUARDS. ANCHOR WITH HARDWOOD OR TREATED
POINT AT WHICI -1 SPECIFIED WOOD STAKES IMMEDIATELY AFTER PLANTING. FOR MULTI -TRUNK PLANT T
FERTILIZATION: :„ MATERIAL ATTACH GUYS TO THREE (3) LARGEST LIMBS, CARE MUST BE
OVERALL TREE HEIGHT IS MEASURED °
TAKEN,NOT TO MAKE GUYS TOO TIGHT. THE LANDSCAPE ARCHITECT
PROVIDE FERTILIZER UNIFORM IN COMPOSITION, DRY, AND IN A FREE 'RE5ERVES THE RIGHT TO ELIMINATE GUYING OR STAKING. THE OWNER
FLOWING CONDITION FOR APPLICATION BY SUITABLE EQUIPMENT, ,AND SI-HAL,L`'RECEIVE A CREDIT OR DEBIT FOR THE UNIT PRICE OF THE GUYING
DELIVER IN UNOPENED BAGS OR CONTAINERS, EACH FULLY L,45El_ED, OR STAKING.
FERTILIZE TREES SHRUBS AND GROUND COVERS WITH PLANT 11 SHRUBS:
"MILORGANITE" OR AN APPROVED COMPLETE FERTILIZER. APPLY . •
"MILORGANITE" IN A CIRCLE AROUND THE PLANT BEFORE MULCHIi Ic. EXCAVATE PITS OR TRENCH TO ONE AND ONE -HALF (1 -1/2) TIMES
DO NOT TOUCH THE PLANT WITH THE FERTILIZER WATER IN FERTILIZER DIAMETER OF BALLS OR CONTAINERS, AND 3" DEEPER THAN REQUIRED
AFTER MULCHING. APPLY "MILORGANITE" FERTILIZER AT THE ; FOR POSITIONING AT PROPER HEIGHT. COMPACT A LAYER OF BACKFILL
FOLLOWING RATE: MIXTURE IN BOTTOM BEFORE PLACING PLANTS. CONTAINER GROWN
500 LBS. OR 14.5 CUPS /PALMS MATL:R1,4Ls SHALL BE PLANTED WITH 48 HOURS AFTER DELIVERY TO
REINFORCED RUBBER
Viz,.
�� NOSE 3.00 LBS. OR 8.-10 CUPS / 12 -1 &' MATERIAL SITES PLACE PLANT .IN PIT AND BACKFILL AROUND PLANTS WITH
SHALL EXTEND 2 BEYOND TRUNK BACKFILL, MIXTURE 'COMPACTED TO ELIMINATE VOIDS AND AIR
2.00 LBS. OR 5.50 CUPS / 8 -12- MATERIAL POiSKEt6. WATER THOROUGHLY AS LAYERS ARE PLACED. FORM A 3"
0.69 LBS OR 2.00 CUPS / 6 -8' MATERIAL HIGH`BERM OF SOIL BEYOND THE EDGES Or-EXCAVATION. APPLY
ORANGE "PUCK ILL" GUYING SYSTEM 0,19 LBS OR 1/2 CUP / 3 GAL. MATERIAL FE T1 LIZER AS SPECIFIED AND THEN MULCH WITH THE TYPE AND
0.10 LBS. OR 1/4 CUP / I GAL MATERIAL
/FERTILIZE WITH "MILORGANITE" PER THICKNESS SPECIFIED ON PLANT LIST.
--
FERTILIZE TURF AREAS WITH TYPE 1 FERTILIZER, COMPLYING WITH THE
WRITTEN SPECS. PRUNE SHRUBS TO REMOVE DAMAGED BRANCHES, IMPROVE NATURAL
STATE FERTILIZER LAWS. THE FERTILIZER SHALL BE CHEMICALLY SHAPE, THIN OUT STRUCTURE AND REMOVE NOT MORE THAN Ire% OF
,— EARTH SAUCER DESIGNATED WITH 12 -6-6. PROVIDE AT LEAST 50% OF THE BRANCHES.
PHOSPHORIC °ACID FROM NORMAL SUPER PHOSPHATE OR AN EGZUIVALENT
SOURCE PROVIDING A MINIMUM OF TWO UNITS OF SULFUR THE PLANTING GROUND COVERS:
AMOUNTS OF SULFUR AND ALL OTHER CHEMICAL SHALL BE INDICATED
I I = _I I _ ON THE QUANTITATIVE ANALYSIS CARD ATTACHED TO THE UNOPENED BAG. LOOSEN 5U5GR41DE TO DEPTH OF 4" IN AREAS WHERE TOPSOIL HAS BEEN
I I I I III =III STRIPPED, AND SPREAD BACKFILL MIXTURE.
SUPER ABSORBENT POLYMER: TERRA SORB OR APPROVED EQUAL AS PACKAGED SPACE PLANTS AS OTHERWISE INDICATED. DIG HOLES LARGE ENOUGH
EXISTING SUBGRADE IN 3 OZ. HANDY PAC COMPOSED OF SYNTHETIC ACRLAMIDE COPOLYMER, TO ALLOW FOR SPREADING OF ROOTS, COMPACT BACKFILL TO
POTASSIUM, ACRYLATE. PARTICLE SIZE OF 1.0 MM TO 3.0 MM AND ELIMINATE VOIDS, AND LEAVE GRADE SLIGHTLY DISHED AT EACH
COMPACTED MOUND OF ABSORPTION RATE OF 300 TIMES ITS WEIGHT IN WATER. APPLY DRY, USING PLANT. WATER THOROUGHLY. APPLY FERTILIZER AS SPECIFIED AND
BACKFILL MIXTURE THE FOLLOWING AMOUNTS: THEN MULCH WITH THE TYPE AND THICKNESS SPECIFIED ON PLANT
LIST; LIFTING PLANT FOLIAGE ABOVE MULCH. MULCH SHALL BE
1 PAC / TREE - 36" BALL SPREAD BEFORE PLANTING PLANTS IN POTS LESS THAN I GALLON 51ZE
2 PACs / TREE - OVER 36" BALL (4 ", LINERS, ETC.).
I PAC / 20 GAL.
0.5 PACS /1-10 GAL. PLANT INGiLAWNS:
025 PACS / 3 GAL.
0.12 PACS / 1 GAL SOD TYPE SPECIFIED ON PLANT L15T SHALL BE MACHINE STRIPPED NOT
ETALBACKFILL MIXTURE: 1/3 SAND, 1/3 TOPSOIL, 1/3 PEAT HUMUS. MORE�THAN 24 HOURS PRIOR TO LAYING.
LOOSEN SUBGRADE TO DEPTH OF 411 AND GRADE WITH TOPSOIL EITHER
SAND SHALL BE CLEAN, SALT -FREE AND CONTAINING NO EXTRANEOUS PROVIDED ON SITE OR IMPORTED TO FINISH DESIGN ELEVATIONS.
MATTER. ROLL' ERMUDDY DOA N SURFAION. WATER THOROUGHLY, BUT DO NOT
CREA sr Act ER E D HEIGHTS TOPSOIL SHALL BE FRIABLE FERTILE SOIL WITH REPRESENTATIVE
CHARACTERISTICS OF AREA SOILS. IT SHOULD BE FREE OF HEAVY FERTILIZE SOIL AT THE RATE OF APPROXIMATELY 10 LBS. PER 1000 S.F..
CLAY, SILT, STONE, EXCESS LIME, SHELL ROCK, PLANT ROOTS, SPRI =AD FERTILIZER OVER THE AREA TO RECEIVE GRASS BY USING AN
DEBRIS OR OTHER FOREIGN MATTER. IT SHALL NOT CONTAIN NOXIOUS APPROVED DISTRIBUTION DEVICE CALIBRATED TO DISTRIBUTE THE
PLANT GROWTH (SUCH AS BERMUDA, TORPEDO OR NUT GRASS), IT APPROPRIATE QUANTITY. DO NOT FERTILIZE WHEN WIND VELOCITY
SHALL TEST BETWEEN THE PH RANGE OF 5.0 TO 1.0 UNLESS OTHERWISE EXCEEDS 15 M.P.H.. THOROUGHLY MIX FERTILIZER INTO THE TOP 2"
(I SPECIFIED AND CONTAIN NO TOXIC RESIDUE OR SUBSTANCES THAT OF TOPSOIL.
1
REMOVE PAPER, PLASTIC, OR METAL •'
—
- COMPACTED MOUND OF
i
I I
BACKFILL MIXTURE
II
=1 it 1
III
=I
�
—
EXISTING SU15GRADE
PLANT PIT TO BE 1 1/2 TIMES THE
DIAMETER OF THE PLANT BALL
ALM PLANTING DETAI,
POINT AT WHICH SPECIFIED
OVERALL SHRUB HEIGHT
IS MEASURED
FERTILIZE WITH "MILORGANITE"
PER WRITTEN SPECS.
MULCH TYPE AND THICKNESS -
ON PLANT LIST
GROUND COVER
POINT AT WHICH SPECIFIED
SHRUB SPREAD IS MEASURED
A
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,EX16TING SUBGRADE
SH
4
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PLANT PIT TO BE 1 1/2 TIMES THE
DIAMETER OF THE PLANT BALL
%OUN1� COVE
t
BACKFILL MIXTURE
1/3 SAND, 1/3 PEAT HUMUS,
1/3 TOPSOIL
POINT AT WHICH SPECIFED
TREE SPREAD 15 MEASURED
a
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PLANT PIT TO BE 2 1/2 TIMES THE
DIAMETER OF PLANT
TREE PLANTING _P_
5FECIF ICAT IONS
PLANT MATERIAL: PROVIDE SIZES AND SPECIFICATIONS OF PLANTS AS WHEN WORKING IN AN AREA WHERE KNOWN UTILITIES EXIST, UTILITY
SHOWN ON PLANS OR LISTED ON PLANT LIST. PLANT QUANTITIES SHOWN ON LOCATIONS MAY NEED TO BE STAKED BY A SURVEYOR OR THE UTILITY
THE PLANS SHALL CONTROL OVER QUANTITIES SHOWN IN THE PLANT LIST. COMPANIES. THE CONTRACTOR HAS THE OPTION TO CONTACT UN.C.L.E.
ALL TREES, PALMS, SHRUBS, GROUND COVERS AND OTHER PLANTS SHALL AT 1 -800- 432 -4110 TO SCHEDULE LOCATION OF THE UTILITIES WHICH
CONFORM TO THE STANDARD OF FLORIDA NO. 1 OR BETTER AS GIVEN IN THE SUBSCRIBE TO THEIR SERVICE.
LATEST EDITION OF GRADES AND STANDARDS FOR NURSERY PLANTS BY
FLORIDA DEPARTMENT OF AGRICULTURE, PART I AND II. PLANT MATERIAL
SHALL ALSO CONFORM TO THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. WEEDS: PRIOR TO THE INSTALLATION OF PLANTS, THE SITE SHALL BE FREE
(ANSI) BULLETIN Z ro0.1 - 1990 AND AS REVISED. OF WEEDS, GRASS, SOD, DEBRIS, ROCKS OR OTHER MATERIAL MAKING
THE SITE UNPLANTABLE. FOR FINAL ACCEPTANCE ALL PLANTED AREAS
SPECIMEN PLANTS SHALL BE FLORIDA FANCY OR BETTER AND SHALL SHALL BE WEED FREE.
CONFORM TO THE LITERATURE STANDARDS LISTED ABOVE.
GRADING: THE LANDSCAPE CONTRACTOR SHALL COORDINATE THE INSTALLATION
SOD SHALL MEET AMERICAN SOD PRODUCES ASSOCIATION STANDARDS FOR AND GRADING OF TOPSOIL, IF NECESSARY, WITH THE GENERAL
NURSERY GROWN SOD FOR THICKNESS OF CUT, PAD SIZE, STRENGTH OF CONTRACTOR, TO INSURE THE SITE IS AT FINISH GRADE PRIOR TO
SECTIONS, MOISTURE CONTENT AND THATCH. SOD SHALL BE INSTALLING PLANTS.
GUARANTEED TO BE UNIFORM IN COLOR, LEAF TEXTURE, AND SHOOT
DENSITY AND FREE OF WEEDS, DISEASE, FUNGUS, INSECTS PLANTING TREES:
OR OTHER IMPERFECTIONS AND SUFFICIENTLY KNITTED TO SUSTAIN
GROWTH, SOD SHALL BE MOWED FOR FINAL ACCEPTANCE. LAYOUT PLANTS ACCORDING TO LANDSCAPE PLANS. IF A CONFLICT
ARISES AS TO THE LOCATION, SPACING OR OTHER CONFLICT, CONTACT
WARRANTY: WARRANT ALL PLANT MATERIAL FOR A PERIOD OF NINETY (90) THE LANDSCAPE ARCHITECT IMMEDIATELY.
DAYS FROM THE DATE OF FINAL ACCEPTANCE AGAINST DEATH AND
UNHEALTHY CONDITION, EXCEPT AS MAY RESULT FROM NEGLECT BY EXCAVATE PIT TO TWO AND ONE -HALF (2 1/2) 'rlME5 THE DIAMETER OF
OWNER, DAMAGE BY OTHERS AND UNUSUAL PHENOMENA BEYOND TREE BALL AND NOT LESS THAN 6" DEEPER. COMPACT A LAYER OF
CONTRACTOR'S CONTROL. REPLACEMENTS SHALL BE MADE WITH COMPATIBLE BACKFILL MIXTURE IN PIT TO LOCATE COLLAR OF PLANT PROPERLY IN
SIZE AND QUALITY OF MATERIAL AT A TIME REQUESTED OR ACCEPTABLE A SLIGHTLY DISHED FINISH GRADE. BACKFILL AROUND BALL WITH
BY THE OWNER OR LANDSCAPE ARCHITECT. PLANT MATERIAL REJECTED BACKFILL MIXTURE, COMPACTED TO ELIMINATE VOIDS AND AIR
DURING THE COURSE OF CONSTRUCTION SHALL BE REMOVED POCKETS, WATERING THOROUGHLY As LAYERS ARE PLACED. BUILD 3"
WITHIN FIVE (5) WORKING DAYS AND REPLACED BEFORE THE FINAL HIGH BERM OF SOIL BEYOND EDGE OF EXCAVATION. APPLY FERTILIZER
INSPECTION FOR COMPLETION WILL BE SCHEDULED. WARRANTY ON REPLACE- AS SPECIFIED AND THEN MULCH WITH THE TYPE AND THICKNESS
MENT PLANTS SHALL BE 90 DAYS FROM THE DATE OF FINAL ACCEPTANCE SPECIFIED ON PLANT LIST.
OF THE REPLACEMENTS. ANY DAMAGE TO SODDED OR SEEDED AREAS
DURING REPLACEMENT OF PLANT MATERIAL SHALL BE CORRECTED BY THE PRUNING SHALL BE DONE ON SITE AFTER PLANTING FOR DAMAGED LIMBS
LANDSCAPE CONTRACTOR. OR AS DIRECTED TO IMPROVE OVERALL PLANT APPEARANCE. DO NOT
REMOVE MORE THAN 15% OF BRANCHES. PRUNING METHODS SHALL
QUANTITIES LOCATION AND SUBSTITUTIONS: THE QUANTITIES OF PLANT FOLLOW STANDARD HORTICULTURAL PRACTICES USING APPROPRIATE
MATERIALS SHOWN ON PLANS SHALL TAKE PRECEDENCE OVER THE PLANT TOOLS. LOPPING, SHEARING OR TOPPING OF PLANT MATERIAL WILL BE
QUANTITIES ON THE PLANT L15T. THE LANDSCAPE ARCHITECT RESERVES GROUNDS FOR REJECTION. DAMAGED, SCARRED, FRAYED, SPLIT OR
THE RIGHT TO ADJUST THE NUMBER AND LOCATIONS OF THE DESIGNATED SKINNED BRANCHES, LIMBS OR ROOTS TO BE PRUNED BACK TO LIVE
TYPES AND SPECIES OF PLANTS TO BE USED AT ANY OF THE LOCATIONS WOOD. THE CENTRAL LEADER OR BUD SHALL BE LEFT INTACT UNLE55
SHOWN. THE OWNER SHALL RECEIVE A CREDIT OR DEBIT FOR THE UNIT PRICE SEVERELY DAMAGED.
OF THE PLANT MATERIAL. NO SUBSTITUTION OF PLANT MATERIAL TYPES,
SPECIFICATIONS OR SIZES WILL BE PERMITTED WITHOUT WRITTEN
AUTHORIZATION FROM THE LANDSCAPE ARCHITECT. THE OWNER AND /OR GUY AND STAKE TREE IN THREE (3) DIRECTIONS WITH "DUCKBILL"
LANDSCAPE ARCHITECT RESERVES THE RIGHT TO NOT ACCEPT PLANT FLORESCENT ORANGE GUYING SYSTEM OR TWO (2) STRANDS OF 14 GAUGE
MATERIAL THAT DOES NOT, 1N THE OPINION OF THE OWNER AND /Old TWISTED GALVANIZED WIRE AND TURNBUCKLE. FEED WIRE THROUGH
LANDSCAPE ARCHITECT, MEET THE SPECIFICATIONS HEREIN. 1= LEXIBLE HOSE CHAFING GUARDS. ANCHOR WITH HARDWOOD OR TREATED
POINT AT WHICI -1 SPECIFIED WOOD STAKES IMMEDIATELY AFTER PLANTING. FOR MULTI -TRUNK PLANT T
FERTILIZATION: :„ MATERIAL ATTACH GUYS TO THREE (3) LARGEST LIMBS, CARE MUST BE
OVERALL TREE HEIGHT IS MEASURED °
TAKEN,NOT TO MAKE GUYS TOO TIGHT. THE LANDSCAPE ARCHITECT
PROVIDE FERTILIZER UNIFORM IN COMPOSITION, DRY, AND IN A FREE 'RE5ERVES THE RIGHT TO ELIMINATE GUYING OR STAKING. THE OWNER
FLOWING CONDITION FOR APPLICATION BY SUITABLE EQUIPMENT, ,AND SI-HAL,L`'RECEIVE A CREDIT OR DEBIT FOR THE UNIT PRICE OF THE GUYING
DELIVER IN UNOPENED BAGS OR CONTAINERS, EACH FULLY L,45El_ED, OR STAKING.
FERTILIZE TREES SHRUBS AND GROUND COVERS WITH PLANT 11 SHRUBS:
"MILORGANITE" OR AN APPROVED COMPLETE FERTILIZER. APPLY . •
"MILORGANITE" IN A CIRCLE AROUND THE PLANT BEFORE MULCHIi Ic. EXCAVATE PITS OR TRENCH TO ONE AND ONE -HALF (1 -1/2) TIMES
DO NOT TOUCH THE PLANT WITH THE FERTILIZER WATER IN FERTILIZER DIAMETER OF BALLS OR CONTAINERS, AND 3" DEEPER THAN REQUIRED
AFTER MULCHING. APPLY "MILORGANITE" FERTILIZER AT THE ; FOR POSITIONING AT PROPER HEIGHT. COMPACT A LAYER OF BACKFILL
FOLLOWING RATE: MIXTURE IN BOTTOM BEFORE PLACING PLANTS. CONTAINER GROWN
500 LBS. OR 14.5 CUPS /PALMS MATL:R1,4Ls SHALL BE PLANTED WITH 48 HOURS AFTER DELIVERY TO
REINFORCED RUBBER
Viz,.
�� NOSE 3.00 LBS. OR 8.-10 CUPS / 12 -1 &' MATERIAL SITES PLACE PLANT .IN PIT AND BACKFILL AROUND PLANTS WITH
SHALL EXTEND 2 BEYOND TRUNK BACKFILL, MIXTURE 'COMPACTED TO ELIMINATE VOIDS AND AIR
2.00 LBS. OR 5.50 CUPS / 8 -12- MATERIAL POiSKEt6. WATER THOROUGHLY AS LAYERS ARE PLACED. FORM A 3"
0.69 LBS OR 2.00 CUPS / 6 -8' MATERIAL HIGH`BERM OF SOIL BEYOND THE EDGES Or-EXCAVATION. APPLY
ORANGE "PUCK ILL" GUYING SYSTEM 0,19 LBS OR 1/2 CUP / 3 GAL. MATERIAL FE T1 LIZER AS SPECIFIED AND THEN MULCH WITH THE TYPE AND
0.10 LBS. OR 1/4 CUP / I GAL MATERIAL
/FERTILIZE WITH "MILORGANITE" PER THICKNESS SPECIFIED ON PLANT LIST.
--
FERTILIZE TURF AREAS WITH TYPE 1 FERTILIZER, COMPLYING WITH THE
WRITTEN SPECS. PRUNE SHRUBS TO REMOVE DAMAGED BRANCHES, IMPROVE NATURAL
STATE FERTILIZER LAWS. THE FERTILIZER SHALL BE CHEMICALLY SHAPE, THIN OUT STRUCTURE AND REMOVE NOT MORE THAN Ire% OF
,— EARTH SAUCER DESIGNATED WITH 12 -6-6. PROVIDE AT LEAST 50% OF THE BRANCHES.
PHOSPHORIC °ACID FROM NORMAL SUPER PHOSPHATE OR AN EGZUIVALENT
SOURCE PROVIDING A MINIMUM OF TWO UNITS OF SULFUR THE PLANTING GROUND COVERS:
AMOUNTS OF SULFUR AND ALL OTHER CHEMICAL SHALL BE INDICATED
I I = _I I _ ON THE QUANTITATIVE ANALYSIS CARD ATTACHED TO THE UNOPENED BAG. LOOSEN 5U5GR41DE TO DEPTH OF 4" IN AREAS WHERE TOPSOIL HAS BEEN
I I I I III =III STRIPPED, AND SPREAD BACKFILL MIXTURE.
SUPER ABSORBENT POLYMER: TERRA SORB OR APPROVED EQUAL AS PACKAGED SPACE PLANTS AS OTHERWISE INDICATED. DIG HOLES LARGE ENOUGH
EXISTING SUBGRADE IN 3 OZ. HANDY PAC COMPOSED OF SYNTHETIC ACRLAMIDE COPOLYMER, TO ALLOW FOR SPREADING OF ROOTS, COMPACT BACKFILL TO
POTASSIUM, ACRYLATE. PARTICLE SIZE OF 1.0 MM TO 3.0 MM AND ELIMINATE VOIDS, AND LEAVE GRADE SLIGHTLY DISHED AT EACH
COMPACTED MOUND OF ABSORPTION RATE OF 300 TIMES ITS WEIGHT IN WATER. APPLY DRY, USING PLANT. WATER THOROUGHLY. APPLY FERTILIZER AS SPECIFIED AND
BACKFILL MIXTURE THE FOLLOWING AMOUNTS: THEN MULCH WITH THE TYPE AND THICKNESS SPECIFIED ON PLANT
LIST; LIFTING PLANT FOLIAGE ABOVE MULCH. MULCH SHALL BE
1 PAC / TREE - 36" BALL SPREAD BEFORE PLANTING PLANTS IN POTS LESS THAN I GALLON 51ZE
2 PACs / TREE - OVER 36" BALL (4 ", LINERS, ETC.).
I PAC / 20 GAL.
0.5 PACS /1-10 GAL. PLANT INGiLAWNS:
025 PACS / 3 GAL.
0.12 PACS / 1 GAL SOD TYPE SPECIFIED ON PLANT L15T SHALL BE MACHINE STRIPPED NOT
ETALBACKFILL MIXTURE: 1/3 SAND, 1/3 TOPSOIL, 1/3 PEAT HUMUS. MORE�THAN 24 HOURS PRIOR TO LAYING.
LOOSEN SUBGRADE TO DEPTH OF 411 AND GRADE WITH TOPSOIL EITHER
SAND SHALL BE CLEAN, SALT -FREE AND CONTAINING NO EXTRANEOUS PROVIDED ON SITE OR IMPORTED TO FINISH DESIGN ELEVATIONS.
MATTER. ROLL' ERMUDDY DOA N SURFAION. WATER THOROUGHLY, BUT DO NOT
CREA sr Act ER E D HEIGHTS TOPSOIL SHALL BE FRIABLE FERTILE SOIL WITH REPRESENTATIVE
CHARACTERISTICS OF AREA SOILS. IT SHOULD BE FREE OF HEAVY FERTILIZE SOIL AT THE RATE OF APPROXIMATELY 10 LBS. PER 1000 S.F..
CLAY, SILT, STONE, EXCESS LIME, SHELL ROCK, PLANT ROOTS, SPRI =AD FERTILIZER OVER THE AREA TO RECEIVE GRASS BY USING AN
DEBRIS OR OTHER FOREIGN MATTER. IT SHALL NOT CONTAIN NOXIOUS APPROVED DISTRIBUTION DEVICE CALIBRATED TO DISTRIBUTE THE
PLANT GROWTH (SUCH AS BERMUDA, TORPEDO OR NUT GRASS), IT APPROPRIATE QUANTITY. DO NOT FERTILIZE WHEN WIND VELOCITY
SHALL TEST BETWEEN THE PH RANGE OF 5.0 TO 1.0 UNLESS OTHERWISE EXCEEDS 15 M.P.H.. THOROUGHLY MIX FERTILIZER INTO THE TOP 2"
(I SPECIFIED AND CONTAIN NO TOXIC RESIDUE OR SUBSTANCES THAT OF TOPSOIL.
1
REMOVE PAPER, PLASTIC, OR METAL •'
°'
WOULD ENDANGER PLANT GROWTH. IF TOPSOIL IS NOT AVAILABLE ON
i
CONTAINER THAT MAY BE AROUND • .' :
'
GGG /EOM
- 7
/
SITE, IT SHALL BE IMPORTED FROM LOCAL SOURCES WITH SIMILAR
LAY SOD STRIPS WITH TIGHT JOINTS, DO NOT OVERLAP. STAGGER
ROOT.` IF BALLED BURLAPPED, .
REMOVE ONLY TOP 1/3 OF BURLAP .a •
° ' \`
t\�
,.�/
�// \\��
SOIL CHARACTERISTICS TO THAT FOUND AT PROJECT SITE. OBTAIN
TOPSOIL ONLY FROM NATURALLY WELL SITES WHERE TOPSOIL
5TRIPS TO OFFSET JOINTS IN ADJACENT COURSES. WORK SIFTED SOIL
MIX 11TO MINOR CRACKS BETWEEN PIECES OF SOD AND REMOVE EXCESS
°.
.'
r.�L•HEAl3
`;���
j /
OCCURS IN A DEPTH NOT LESS THAN 4".
SOIL EP051TS FROM 50 AREAS, S
D R SODDED REA OD ON SLOPES GREATER THAN
3:1 SHALL BE STAKED IN PLACE. ROLL OR TAMP LIGHTLY AND WATER
MEDIUM HeAD
TRUNKS TO CURVE OR LEAN OUT
AWAY FROM CLUSTER TO ALLOW
CONTINUOUS MULCH BED
�/ / /I/��
\\
PEAT HUMUS SHALL BE DECOMPOSED PEAT WITH NO IDENTIFIABLE
FIBERS
THO OUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING.
SUN ACCESS TO HEAD
//
OR IF AVAILABLE, MUCK MAY BE SUBSTITUTED AND SHALL BE
FREE FROM STONES, EXCESSIVE PLANT ROOTS, DEBRIS OR OTHER
" LANDSCAPE MAINTENANCE: MAINTENANCE AND GENERAL CLEAN UP SHALL BE
3" EARTH SAUCER
�" �/
STRAIGHT TRUNKS TYP. TALLEST E IN
� /
FOREIGN MATTER. MUCK SHALL NOT BE OVERLY SATURATED WITH WATER
PERFORMED DAILY. MAINTENANCE SHALL INCLUDE BUT NOT BE LIMITED
CENTER OF CLUSTER
SHORT HEAD �1
�
�i
TO WATERING, WEEDING, CULTIVATING, RESTORATION OF GRADE,
FINISH GRADE
/
REMOVAL OF LITTER, MOWING, PRUNING, RESETTING SETTLED PLANTS,
MEDIUM HEAD
UTILITIES: ABOVE AND BELOW GROUND UTILITIES SHALL BE VERIFIED AND
REMOVING, REPAIRING OR REPLACING STAKES AND GUYS, PROTECTION
LOCATED BY THE LANDSCAPE CONTRACTOR PRIOR TO COMMENCING WORK
FROM, INSECTS AND DISEASES, FERTILIZATION AND SIMILAR OPERATIONS
IN THE PROJECT AREA. IF UTILITY PLANS ARE AVAILABLE, THE
AS NEEDED TO ENSURE NORMAL GROWTH AND HEALTHY PLANT MATERIAL.
CONTRACTOR SHALL EXAMINE THEM AND BRING ANY AND ALL CONFLICTS
MAINTENANCE SHALL BEGIN AFTER EACH PLANT IS PLANTED AND SHALL
To THE ATTENTION OF THE OWNER ANp /OR LANDSCAPE ARCHITECT.
CONTINUE FOR NINETY (90) DAYS FROM THE DATE OF FINAL ACCEPTANCE.
BACKFILL MIXTURE: 1/3 SAND,
1/3 PEAT HUMUS, 1/3 TOPSOIL
TALL HEAD Y
SHORT HEAD DIRECTION OF CURVED TRUNK
COMPACTED MOUND OF BACKFILL MIXTURE USE A VARIETY OF CURVED TRUNKS
STRAIGHT TRUNK PALMS CAN BE RE. AREA OF CURVE AND DEGREE)
SLIGHTLY TILTED WHEN PLANTED
ROOT BALLS TO BE 3 -1' O.C.
R PLANTING TYPICAL CA5t"=`)AGE PALM LAYOUT
ro-15 W. Indiantown Road
Suite 201
Jupiter, Florida 33458
561 -5i5 -955 -I
561 -515 -5260 FAX
561 - 148 -82-71 MODEM
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Designed:
EOM
Drawn:
JML
Approved:
GGG /EOM
Date:
June 18, 1999
Job no.
99 -0404
Revisions:
July 30, 1999
Gad no. CAD02136
Sea I
LC C00017171
Sheet Title:
Landscape
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PREPARED BY
Messler & Associates
CONSULTING ENGINEERS
1211 PROSPERITY FARMS RD., SUITE C-301
PALM BEACH GARDENS, FLORIDA 33410
HONE (561)627-2226 FAX (561)624-1569
I.
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PROJECT NO. 99-031
SHEET NO. 1 OF 7
D: \DWGS \TEQUESTA \PGD- PLAN.DWG (SC.1 " =30')
a
�1 1 1/2" TYPE S -3 ACSC
�2 6 1/2" LIMEROCK BASE (SINGLE LIFT) (98% MIN. OF MAXIMUM DRY DENSITY: AASHTO T -180) (75 LBR MIN.)
J 12" COMPACTED SUBGRADE (98% MIN. OF MAXIMUM DRY DENSITY: AASHTO T -180) (35 PSI F.B.V. MIN.)
4� 6' LONG CONCRETE WHEEL STOP W/ 2 #5 x 18" LONG DOWELS INTO PAVING
TYPICAL ASPHALT PAVEMENT SECTION
N.T.S.
NEW LIMEROCK BASE
PLACE AND
COMPACT
IN 6" LIFTS.
a
0 0
°
o1 -3/4"
2-1/4:'— � .
c C=z= O_ O
TYPE
INLET
MAX.
SIZE
R.C.P.
"A"
"B"
"C"
"D"
"E"
"C"
2' -0"
3' -1"
2' -4"
3' -0"
11"
18"
"E"
3' -0"
4' -6"
3' -4"
4' -4"
1' -5"
24"
"E MOD "*
3' -0"
4' -6"
3' -4"
4' -4" 1
V -5"
42"
Ll _L
(---- "C" ----1 L3/4- _J I-.-- 2„
" GENERAL NOTES
2
PLAN BEVELED EDGES: ALL EXPOSED CORNERS AND EDGES TO BE
CHAMFERED 3/4"
i-- 2-1/2" FOUNDATION MATERIAL:WHERE MATERIAL UNSATISFACTORY FOR
2» + FOUNDATION IS ENCOUNTERED AT FLOW LINE
OMIT FLOOR AND CARRY WALLS DOWN TO
SATISFACTORY
GRATE FLOW LINEW WITH EAN SAND.
TO
ANQ
GRATES: CAST IRON GRATES IN ACCORDANCE WITH FLA.
"A" D.O.T. SPECS.
251 /� 2 -1/4' [2 1/4 8" "B" --j 8" �-- *INLET TYPES: TYPESE MOD" AATYPE�� TURNED 90' TO
RECEIVE R.C.P. UP TO 48 DIA. INL €TS
RECEIVING R.C.P. LARGER THAN 48' DIA,
SHALL BE IN ACCORDANCE WITH FLA. D.O.T.
2 "CL STANDARDS.
VARIES #4 BARS BARS MATERIAL: INLET WALLS AND FOOTING MAY EITHER
12 "O.C. 2 O C POURED —IN —PLACE 2500 LB, CONC.; OR
EACH WAY EACH C. PRECAST CLASS "A" 3000 LB. CONC.
I, ALL INLET CONSTRUCTION IS IN ACCORDANCE
WITH THE CURRENT F.D.O.T. STANDARDS
INDEX NO. 201 do 232.
SECTION °O
EDGE OF PAVEMENT
w
-� -� 6" CONC. CURB
0 2
CONCRETE WHEEL STOP INLET DETAI L
0
x w N.T.S.
_j
z ) 4" WIDE WHITE STRIPE
z Y 4" WIDE BLUE STRIPE
M a 2" WIDE SPACE
z 4" WIDE WHITE STRIPE
w
i 9' -0" 1 12' -O"
'' -RING & SOLID COVER
1
18"
3 2 #4 BAR ON ASPHALT
3 PAVEMENT SIDE
4
w�
N UQ
zm
1� INTERLOCKING CONCRETE PAVERS (BY OTHERS)
1-1/2" BEDDING SAND
O3 8" LIMEROCK OR COQUINA PLACED IN TWO EQUAL LIFTS TO A MIN. 98% MAX.
DRY DENSITY PER A.A.S.H.T.O. T -180 (LBR 100)
�4 12" STABILIZED SUBGRADE TO 75 PSI FBV AND COMPACTED TO 98% AASHTO T -180
N.T.
PRECAST CONCRETE WHEEL STOP
I.. —I'- ,..11. -1 18" EMBE
ELEVATION
TO BE U.S.F. #485
PAR 1� I N r. q TA LL D E TA I L OR APPROVED EQUAL.
- - -__ CONCRETE WNW
N.T.S.
ONE GAGE #4
0 12" CENTERS
BOTH WAYS
�8
��''SECTION
a,
)TOP
7=77
•.j_— F _
4
tN BARS 0 9" I'
UT SQUARE
=` #E RS BOTH WAYS
EXISTING BASE & PAVEMENT TO BE C Q B
NOTES:
CENTERS
1. ,
WITH CONCRETE SAW �: .. :._ -,,: ,..;� �. � ,,: __• .. s Et��'�•�
NEW PAVEMENT ASPHALTIC CONCRETE TYPE II 1 SHOP DRAWINGS TO BE SUBMITTED FOR APPROVAL OF EACH TYPE OF
1-1/2" ON MAIN THOROUGHFARES ' ° INLET wLTH RESPECTIVE TDP.j�
2" RAD.
/ EXISTING :;.PQVEPIENT .'
�.
1 " IN RESIDENTIAL AREAS_: 2. SHOP DRAWINGS TO INCLUDE PROPOSED METHOD OF COVER TO
:.
STRUCTURE ATTACHMENT,,; :• a�1 a Rao.
3. FOR ADDITIONAL INFORMATION AND REQUIREMENTS, REFERENCE THE N �I SLOPE
'
.' .z:::'::.........
............. `�.• ....... ......• .. h..
cp. — ............... RE F. D.O.T. I .
— ...
RESPECTIVE D INDICES.
qc r•.
EXISTING SE
1. f .
v
............. r-
9 , ,YPE P.rt ,:: TRU_CTURE
{Q t.
IN. S. _::
1 M r N.T,
1 MIN.
WA
z .
C
.:....�, -,i. a ., .i........ r:- c,.i....
INCREASE DISTANCE F REQUIRED
� Y
FOR .SQUARE CUT WITH EXISTING NOTES:
((DD PAVEMENT, OR IF EXISTING PAVE-1 1. CONCRETE TO BE 2500_ PSI MINIMUM.
MENT IS UNDERCUT BY EXCAVATION 2. BITUMINOUS MATERIAL' EXPANSION JOINT REQUIRED AT
rv.• CURB ADJACENT TO,, :CONCRETE PAVEMENT ONLY.
3. FOR ADDITIONAL INFORMATION REFERENCE F.D.O.T. INDEX No. 300
PAVEMENT REPAIR DETAIL ��. >
DUPONT "TYPAR ON BOTH SIDES, ' TOP
TYPE F �,CU RB &GUTTER
N.T.S. &BOTTOM OR APPROVED EQUIVALENT
\ /C*Dl AD AT Tu17 T(1Di I N.T.S.
y
4
. . ......... ............. , ........ 0AI N.
N.T.S.
s` #+;s# !fi 3C.> FC1. 4C.n #s #�t• #t'ItsJs'1
F.D.O.T. TYPE 'D' CURB
N.T.S.
TEOUESTA VILLAGE CENTER
VILLAGE OF TEQUESTA, FLORIDA
v
EDGE OF
PAVEMENT
4' MIN. h4'TO x¢
m
0
to
IGN
ALL PAVEMENT MARKING AND SIGNS SHALL CONFORM TO THE "MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES FOR STREET AND HIGHWAYS" LATEST EDITION, FLORIDA D.O.T.
STANDARDS CURRENTLY ADOPTED AND IN USE, AND PALM BEACH COUNTY ENGINEERING
TYPICAL DETAIL #T -P -97 -002. ALL STRIPING AND MARKINGS SHALL BE PAINT.
_PAVEMENT MARKING PLACEMENT
N. T. S.
�A SIDEWALKS TO BE PORTLAND CEMENT CONCRETE,
MIN, 2500 P.S.I. 0 28 DAYS
BU BASE TO BE A MINIMUM 4" OF CLEAN SAND OR
SANDY LOAM, FULLY COMPACTED, FULL WIDTH,
OC SIDEWALKS TO BE BROOM FINISHED WITH EVEN, DUSTLESS SURFACE.
DU AT DRIVEWAYS INSTALL 6 x 6, WI.4 x WI.4, 2" COVER (BOTTOM & ENDS)
CONCRETE SIDEWALK DETAIL
N.T.S.
GENERAL SPECIFICATIONS
EXT. BLADE: ALCOA 86054.6063 -T6 ALLOY,
ETCHED, nGREASED NTH #1200 ALODINE FINISH
WITH
#2277 GREEN SCOTCHLITE BACKGROUND OR
EQUAL. DIMENSIONS - -6 "H, 24 ", 30" OR 36 "L.
LETTERS: NAME - 4 "SERIES 'B' #2270
SCMZFILITE (SILVER) OR EQUAL -
SUFFIX 2"
DST
SERIES AS ABOVE.
i
BRACKETS: SEE DETAILS THIS SHEET
f,
POST:: S fnL FLANGED CHANNEL POST WITH
BARED GREEN ALKYD FINISH PER A.S.T.M. - A - 123
,y
CONC. BASE:2000 PSI. AS SHOWN
I° ♦•
:ONE PER INTERSECTION AS INDICAIED
ON THE PLANS.
CONC.
BASE
•.j_— F _
4
tN BARS 0 9" I'
UT SQUARE
=` #E RS BOTH WAYS
EXISTING BASE & PAVEMENT TO BE C Q B
NOTES:
CENTERS
1. ,
WITH CONCRETE SAW �: .. :._ -,,: ,..;� �. � ,,: __• .. s Et��'�•�
NEW PAVEMENT ASPHALTIC CONCRETE TYPE II 1 SHOP DRAWINGS TO BE SUBMITTED FOR APPROVAL OF EACH TYPE OF
1-1/2" ON MAIN THOROUGHFARES ' ° INLET wLTH RESPECTIVE TDP.j�
2" RAD.
/ EXISTING :;.PQVEPIENT .'
�.
1 " IN RESIDENTIAL AREAS_: 2. SHOP DRAWINGS TO INCLUDE PROPOSED METHOD OF COVER TO
:.
STRUCTURE ATTACHMENT,,; :• a�1 a Rao.
3. FOR ADDITIONAL INFORMATION AND REQUIREMENTS, REFERENCE THE N �I SLOPE
'
.' .z:::'::.........
............. `�.• ....... ......• .. h..
cp. — ............... RE F. D.O.T. I .
— ...
RESPECTIVE D INDICES.
qc r•.
EXISTING SE
1. f .
v
............. r-
9 , ,YPE P.rt ,:: TRU_CTURE
{Q t.
IN. S. _::
1 M r N.T,
1 MIN.
WA
z .
C
.:....�, -,i. a ., .i........ r:- c,.i....
INCREASE DISTANCE F REQUIRED
� Y
FOR .SQUARE CUT WITH EXISTING NOTES:
((DD PAVEMENT, OR IF EXISTING PAVE-1 1. CONCRETE TO BE 2500_ PSI MINIMUM.
MENT IS UNDERCUT BY EXCAVATION 2. BITUMINOUS MATERIAL' EXPANSION JOINT REQUIRED AT
rv.• CURB ADJACENT TO,, :CONCRETE PAVEMENT ONLY.
3. FOR ADDITIONAL INFORMATION REFERENCE F.D.O.T. INDEX No. 300
PAVEMENT REPAIR DETAIL ��. >
DUPONT "TYPAR ON BOTH SIDES, ' TOP
TYPE F �,CU RB &GUTTER
N.T.S. &BOTTOM OR APPROVED EQUIVALENT
\ /C*Dl AD AT Tu17 T(1Di I N.T.S.
y
4
. . ......... ............. , ........ 0AI N.
N.T.S.
s` #+;s# !fi 3C.> FC1. 4C.n #s #�t• #t'ItsJs'1
F.D.O.T. TYPE 'D' CURB
N.T.S.
TEOUESTA VILLAGE CENTER
VILLAGE OF TEQUESTA, FLORIDA
v
EDGE OF
PAVEMENT
4' MIN. h4'TO x¢
m
0
to
IGN
ALL PAVEMENT MARKING AND SIGNS SHALL CONFORM TO THE "MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES FOR STREET AND HIGHWAYS" LATEST EDITION, FLORIDA D.O.T.
STANDARDS CURRENTLY ADOPTED AND IN USE, AND PALM BEACH COUNTY ENGINEERING
TYPICAL DETAIL #T -P -97 -002. ALL STRIPING AND MARKINGS SHALL BE PAINT.
_PAVEMENT MARKING PLACEMENT
N. T. S.
�A SIDEWALKS TO BE PORTLAND CEMENT CONCRETE,
MIN, 2500 P.S.I. 0 28 DAYS
BU BASE TO BE A MINIMUM 4" OF CLEAN SAND OR
SANDY LOAM, FULLY COMPACTED, FULL WIDTH,
OC SIDEWALKS TO BE BROOM FINISHED WITH EVEN, DUSTLESS SURFACE.
DU AT DRIVEWAYS INSTALL 6 x 6, WI.4 x WI.4, 2" COVER (BOTTOM & ENDS)
CONCRETE SIDEWALK DETAIL
N.T.S.
GENERAL SPECIFICATIONS
EXT. BLADE: ALCOA 86054.6063 -T6 ALLOY,
ETCHED, nGREASED NTH #1200 ALODINE FINISH
WITH
#2277 GREEN SCOTCHLITE BACKGROUND OR
EQUAL. DIMENSIONS - -6 "H, 24 ", 30" OR 36 "L.
LETTERS: NAME - 4 "SERIES 'B' #2270
SCMZFILITE (SILVER) OR EQUAL -
SUFFIX 2"
DST
SERIES AS ABOVE.
BRACKETS: SEE DETAILS THIS SHEET
POST:: S fnL FLANGED CHANNEL POST WITH
BARED GREEN ALKYD FINISH PER A.S.T.M. - A - 123
WITHOUT ANCHOR PLATES, SEE DETAIL THIS SHEET.
CONC. BASE:2000 PSI. AS SHOWN
STOP-- SR R 1 - 1 M UTC D - 30 30 H I GH INT SITY )
:ONE PER INTERSECTION AS INDICAIED
ON THE PLANS.
CONC.
BASE
TYPICAL STOP
SIGN PLACEMENT
IN.
> 10'
CONTRACTOR NOTE:
1. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE
WORK OR IMPROVEMENTS OF OTHERS WITH REGARD TO NEW CONST-
RUCTION, OR FOR THE NEED OF REMOVAL, RELOCATION OR ALTER -
ATION OF EXISTING FACILITIES. THIS INCLUDES, BUT IS NOT LIMITED TO
VILLAGE OF TEQUESTA, TEQUESTA WATER DEPT., L.R.E.C.D.,
F.P.L., SOUTHERN BELL TELEPHONE, GAS Co. AND THEIR CONTRACTORS,
SUBCONTRACTORS OR AGENTS.
2. INFORMATION SHOWN ON THE DRAWINGS AS TO THE LOCATION OF
EXISTING UTILITIES HAS BEEN PREPARED FROM THE MOST RELIABLE DATA
1AVAILABLE TO THE ENGINEER. THIS INFORMATION IS NOT GUARANTEED.
!HOWEVER, AND IT SHALL BE THIS CONTRACTOR'S RESPONSIBILITY TO
DETERMINE THE LOCATION, CHARACTER AND DEPTH OF ANY EXISTING
UTILITIES.
SEAL
99 -031 1 FJ
I � , # ±,
PAVI G, GRADING A D
j
DRAINAGE DETAILS _JULY 1999_ ; €
own
I31 i:+
D: \DWGS \TEQUESTA \PGD— DETS.DWG (SCA " =30') j'
Em
k
EXIST. SAN. MH.
TO REMAIN / p
RIM Ell 18.00± /
EXIST. INV. S. 10.84±
PROP. INV. SE. EL.10.95 EX�S IPpP
(CORE DRILL) OINEG1 10 A aE &
GN SIPLL & qAL 00
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OFF -SITE 12' U.E. REQD. �'- �--- -- INSTALL 8" " 6" TEE ® MIN 1% SLOPE
I
FOR SAN. SEWER SYSTEM I(� _ & 6 ' RSGV -
L�N� BY SEPARATE DOCUMENT u \
12, U.E. FOR SAN. SEWER
RI SYSTEM BY SEPARATE
\ DO' UME T- YP. S �
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SH
PVC SDR -26 @ 0.42% WN HR GH UT ROJI CT
c o.
EX. SAN. MH I _
TO REMAIN -
(PRIVATE) LL
SAN. B.O.P. 11.13 � 8'O IP 2 OL 2� \ -
WM T.O.P. 9.63 1.5' Cl 00 IN
CONST. SAN. CONFLICT MH 3 -A PONST. 96 LF 8 y
I I IVC SDR -26 @ 0.42% \\ _ - - - -- - - -- - --
5 DIAMETER
RIM EL. 18.10 ___
SAN. INV. 11.25 INSTALL FIRE HYDRA -� T #4
_ _ - - __
INSTALL 8" x 6" TEE ( I W S �'12' _
U.E -. -
24 & 6" RSGV STM INV. 11.50 12' U. E. REQ' . - -
BOTTOM OF MH Ell 10.25 - - - -
SEE DETAIL SHEET #6 I 6"
a. PLUG EXIST. SAN. SVC. 6 ' -6' SA . S C.;', ?;
@ PROPERTY LINE MI
- ®- N 1 LO
REMOVE SAN. SVC, I
ON -SITE
CONSII SAN M J. #3
i
D -5- DIA f RIM - E Trr�� I c.o.- - -
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I N V: N E .70 -�� �
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PAVEMENT REPAIR ; I REMO
6' OlP FIRE LINE W /SIAMESE
r,
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REQIURED -�`_ SON " ATER FIRE >H
K >1 =A= SERVICE• 12' U.E. REQ'D.. INSTAL.
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INSTALL 8"
x 6" TEE
I
I NSTALL
1
& 6" RSGV
I ` U
45' BENDS
�b
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5
DESIGN PL
NOT VAI�D FOR, CONSTRUCTION
UNLESS SIGNED IN THIS BLOCK
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6
PLUG EX. INV. E. @ MANHOLE
T T REMAIN
0 REM
TO REMAIN
(PRIVATE)-----
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b
.
Q-C. NO. DATE
REVISION
.
EX. SAN. SYSTEM
t
D
IN SERVICE UNTIL PROPOSED OPOSE
OVE
4
1 8
5
SYSTEM RECEIVES HEALTH
�
8
AN
.
DEPT. CLEARANCE _
O
°
.
I
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X S I _
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PAVEMENT REPAIR ; I REMO
6' OlP FIRE LINE W /SIAMESE
r,
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REQIURED -�`_ SON " ATER FIRE >H
K >1 =A= SERVICE• 12' U.E. REQ'D.. INSTAL.
< F
✓
BY SEPARATE DOCUMENT
V- E
CONNECT TO EXIST, 10" WM-
INSTALL 10" x 6" TAPPING
SLEEVE & VALVE
0
fNSTAL4 FIRE
HYDRA T #2
1#16- PSGV.
U
EXIST. 10" WM
2' VALLEY CURB
A5PI-IALT ROADUJAY
2' VALLEY CURB
CONNECT TO EXIST 10" WM-
INSTALL 10" x 8" TAPPING
SLEEVE & VALVE
SAN B.O.P. EL. 15,10 I
DIP WM TOP 13.60 1.5 CLR.
2' SCALE: 1 "=30'
t e _
r
0 30
60
� n£n 1 , BLDG. A F IRE LINE ASSEMBL Y
FIRE LINE W SIAMESE z
CONNECTION & 2 WATER
Xf zf r ?
51 a
4 i U
a,z z
z r
SERVICE. 12' U.E. REQD.
BY SEPARATE DOCUMENT
PROPOSED
C.O.
GREASE TRAP
.
d Y z
{
INSTALL 8 I) x 6 J/ TEE
n
to ✓5a_ \ .. 1�.
..
z & 6 RSGV
-
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x' r "1Y
V "
fb?
2[
'�4^'.{tF X/(ky=J �YX,�i sT - "h ''�'t 's < 'P •rzhZr' F __ ._-
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5 DIAMETER
E L.
RIM 0.1
2 5
16 Il I I INV. S. Ell 16.15,..
Z41 I
ONST: SAN MH. 2
28 -6 SAN- FRO 0 E
1 -
CULPTURE DIAMETER - -I - f- I ® MIN. 17. SL U E
G,4 DEN jN-SIDE DROP)
RIM EL. 20.15
E. EL. 12.97 CONST. 100 8"
INV S. EL. 15.40 73%
n i 1 I_ PV C sDR -2 0. I I Mi
�x to tF ,{�� I I CONST. SAN MH. 1
- - - W. EL. 1 .87 5 DIAMETER
- �a ✓/4bn T �1�1 '
_I .� b ��Y II I (INSIDE DROP)
eF �; 2 e u I I I RIM EL. 19.52
INV. N. EL. 15,42
I a zryz 1; ?1 -1J R I VA C �Y INV. SE. E 15.5
g z
L I L. 2
AL
INV. W. EL, 13.23
CONST.` 254 LF 8 DIP "s.�a��
,< I
1 3( GC�NC. WALK I
®x0.42% .
INSTALL FIRE HYDRANT #1
`
- - -
I W/ 6 " RSGV -12' U.E. REQD w 1
P
61#
& 6INSTALL 8" x 6" TEE
Cl SAN BOP '15.61 I RSGV N�
- - - - - r CONST.� 63 LF 8" ,` �STM TOP 13.75 1.8' "
SDR z6 @ 0 \290 - -
\ NATION ��>�
, �
:. W,4LK
PLANTERS... /.;_ � � � O \ ,l
/ I I 18' -6" N. SVC \ \ 12' U.E. l SAN. SEWER x
_ E I ,. \- '�
L���DOCUMENT-TYP, SYSTEM BY SEPARATE
�.1v1 oSL02E-
IIII I ';;AS CONST. 83 LF - ..
I I - - -- --�- SHOWN THROUGHOUT `PROJECT
PVC SDR -26 1,3V
9 3..$.... '.
NI, �� NOTE. WATER DISTRIBUTION SYSTEM MUST COMPLY
.:
t CONST. 120 p 8" III� \
PVC SDR -26u 0.427. III _ .
: . WITH ALL APPLICABLE GOVERNING C OD ES, PROVISIONS
AND STANDARDS. y EXIST. SAN. SERVICE
1 I _ TO NATIONS BANK SANITARY SEWER SYSTEM TO COMPLY WITH THE MINIMUM
f'f1FIs To REMAIN IN SERVICE; ° CONSTRUCTION STANDARDS OF THE LOXAHATCHEE RIVER
U
E. 1 2 x ,
RUN
05&K ELEM
I I
ENVIRONMENTAL CONTROL DISTRIC T,
2x 1 �y Il
EXIST. SAN. MH
. 4.,e. , s _ � z =5'11. L` `-� _•.' a`i
�".CONST. SA MHj 12 -A a I TO REMAIN
z.
EXIST. RIM EL. 20.93
t3'.
-- I,
PROPOSED RIM EL. 20.60
RI L 9.9 �
- �E 1 0 ;
UNDERGROUND D
_ N FIRE SPRINKLER
. Y_:... }
;. .INV. NW. 1 0 CORE DRILL)
INV. N. EL. 15.9
I1 ( ) WATER SUPPLY LINE TO E
_ ea I I �.
:• \�. - -;; _ -, - �;x'�4T PLUG EX. INV. S. C� MAN -HOLE
t�F'u _ INSTALLED BY STATE LICENSED
i€;a axa Yr5 b�F. C.0 I
a < y�p .:... �? NOTE. EXIST. SAN. SYSTEM TO
>a e.Yzb .�,, e .n _1b.� ,�? 3 EA., 6" SAN. SVC , . ,: F
J IRE SPRINKLER CONTRACTOR.
,.{.x,..y I
Ty I SLOPE I
! :.: ... -
,. I I REMAIN IN VICE UNTIL
@MIN. 1� SER
,
ki.- za4z s z �
r ..
PROPOSED SYSTEM REC EIVES
1 _a..� 5 .. .. -I _ i•
°gE,a Z
HEALTH DEPT. CLEARANCE
a c `�° BLOC 'B" FIRE LINE ASSEMBL Y -
/ C.O, p I 6" DIP FIRE LINE W/SIAMESE STANDARD WATER, RECLAIMED WATER AND SEWER SEPARATION STATEMENT
-°
, � as a., b __ .,? �. . I.-,.° .£ _ - : _ -- . r � . < � �k x T_ z ' "z < k _ < .n z✓_ ? �.
.. ...
INS TALL TALL
CO NNECTlO N & 2 WA
TE R
� I. STORM
SEWER, GRAVITY WASTEWATER
AND RECLAIMED
WATER MAIN CROSSING UN
DER POTAB
L
E WATEUR MAINS
I S
HALL BE L
A
I
D
PROVIDE A MINIMUM VERTI CAL DIST ANCE OF EIGHTEEN ( 18 ) INCHES BETWEEN THE T SERVCE. 12 U.E. RE Q D. � 4 e INVER OF THE UPPER PP E AND THE
CROWN OF THE LOWER PIPE. WHERE THIS MINIMUMSEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED $ " X 6 l TEE BY SEPARATE DOCUMEN T SG T HA T THE STORM/WASTEWATER/RECLAIMED W A T ER PIPE JOINT S AND P OTABLE W ATER MAI N JOINTS AR E EQUIDISTANT FROM 6 " RSG V
z 1
I
E PO 0
, THE NI' F CROSSING WITH NO LESS THAN TEN 10 FEET 8 TWO JOIN BOTH
BETWEEN ANY TS, PIPE SHALL BE D.LP. AND
,..:,.,3.:.
...
Zt
THE
TH VERTICAL. SEPARATION SHALL BE S IX (8) INCHES. WHERE THERE IS NO ALTERNATNE TO
FIRE YD A
H R
� STORM WASTEWATER RECWMED WATER PIPE JOINTS CROSSING OVER A POTABLE WATER MAN, H CRITERIA C EXIST. SAN. MH & 8 ,,: / / , T E TERV, FoR MINIMUM
V
EIGHTEEN (18 ) INCH VERTICAL SEPARATION BETWEEN LINES AND JOINT NT ARRANGENEPLT, AS STATED ABOVE. SHALL BE REQUIRED
GRAVITY < .. .: SEWE
R T
0 BE _.
AND BO TH PIPES SHALL BE D.I.P. IRRESPECTIVE IVE OF SEPARATION
D.I.P. IS NOT REQUIRED FOR STOR M SEWERS.
z
k
COMPLETELY R EM OV ED
AFTER
IF 1
-
TE N 10
FE ET
HORIZONTAL DISTANCE CE BETWEEN PO T ABLE WATE R MAIN
AND
STORM SEWER WASTEWATER
2 MAINTAJN MINI U M
MAIN OR FORCE MAIN. MAINAIN MIN IMUM THREE (3 ) F EET HORIZO NTAL DISTANCE BETWEEN REC LAIMED WATER MAIN AND NEW S Y STEM HAS RECEIVED
VE
< br
HEALTH DEPT. CLEARANCE POTA BLE DLE MAIN STORM SEWER W A
STEWATER GRAVITY MAIN OR FORCE MAIN.
nb F
� n r � < ? . �
D �
.. -
3. FORC E MAI N CROSSING POTABLE WATER MAN OR RECLAIMED WATER MAIN SHALL BE T
O
PROVIDE A MINIMUM
VERTICAL
DISTANCE OF EIGHTEEN ( 18 ) INCHES BETWEEN THE OUTSIDE OF FORCE MAIN AND THE OUTSIDE OF THE POTABLE WATER MAIN
y.}��,,.��i i�t.:v�.,.z�' •c� P ,5 °� <� °3 = °�x, ° d Xz ?b.�. .'a . a� � ?, .., f� 5. s . � „s ?3.;Yth n t v OR RECLAIMED WATER MAIN WITH T P
HE DYABLE WATER OR RECLAIMED WATER MAIN CROSSING OVER FORCE MAIN.
I
n
SIB
RAW LINE
rr
1 " W
J � EXIST. INLET •
llyS LL -t0' I 48 HOURS BEFORE DIGGING
5` NDS D. l, J. INSTAL SAMPLE POIPIT 2 10" R GV CALL TOLL FREE
_ L � , S 1 800 432 -4770
•` -` CONNECT TO EX /S .
I''
„ " &TERMINAL END BLOW-OFFS SUNSHINE STATE
ONE CALL OF FLORIDA INC.
10 x 10 TEE- I N
F
INSTALL SAMPLE
EXIST. I l LL POINT #1,
IRAN T INSTALL 10" RSGV - 8" RSGV & 10" x R" TFE
`'.
6- 0- (BRIDGE ROAD IMPROVEMENTS
.a
0
r7 - BRIDGE ROA _ FL
EXIST *. UNDER SEPARATE CONTRACT) EXIST.
\ - - - - - - -
-� \ w CONTRACTOR NOTE:
1. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE
WORK OR IMPROVEMENTS OF OTHERS WITH REGARD TO NEW CONST-
1 _ -EX. 1 REJECT MAIN- - -- RUCTION, OR FOR THE NEED OF REMOVAL, RELOCATION OR ALTER -
a -
2 RE ATION OF EXISTING FACILITIES. THIS INCLUDES, BUT IS NOT LIMITED TO
VILLAGE OF TEQUESTA, TEQUESTA WATER DEPT., L.R.E.CD., FPL
-EX. 8" ;FM- - - - SOUTHERN BELL TELEPHONE, GAS Co. AND THEIR CONTRACTORS,
SUBCONTRACTORS OR AGENTS.
TN � - 2. INFORMATION SHOWN ON THE DRAWINGS AS TO THE LOCATION OF
I I ,
EX. 10" -WM 3}:
«tom.... ..... 1, .,,.f ., .. ... , - ...
1 I.I1_I1_i
R/W LINE EXISTING UTILITIES HAS BEEN PREPARED FROM THE MOST RELIABLE DATA
AVAILABLE TO THE ENGINEER. THIS INFORMATION IS NOT GUARANTEED.
HOWEVER, AND IT SHALL BE THIS CONTRACTOR'S RESPONSIBILITY TO
DETERMINE THE LOCATION, CHARACTER AND DEPTH OF ANY EXISTING
UTILITIES.
I ` U
5
DESIGN PL
NOT VAI�D FOR, CONSTRUCTION
UNLESS SIGNED IN THIS BLOCK
�
r,
PI
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DRAWN 3
CONSULT
CHECKED TJM z
1
11211 Prosperity Farrrls: Rd., Wte"
'k ' Phone. `(561) 627-
Q-C. NO. DATE
REVISION
APPD BY
t
V- E
CONNECT TO EXIST, 10" WM-
INSTALL 10" x 6" TAPPING
SLEEVE & VALVE
0
fNSTAL4 FIRE
HYDRA T #2
1#16- PSGV.
U
EXIST. 10" WM
2' VALLEY CURB
A5PI-IALT ROADUJAY
2' VALLEY CURB
CONNECT TO EXIST 10" WM-
INSTALL 10" x 8" TAPPING
SLEEVE & VALVE
SAN B.O.P. EL. 15,10 I
DIP WM TOP 13.60 1.5 CLR.
2' SCALE: 1 "=30'
t e _
r
0 30
60
� n£n 1 , BLDG. A F IRE LINE ASSEMBL Y
FIRE LINE W SIAMESE z
CONNECTION & 2 WATER
Xf zf r ?
51 a
4 i U
a,z z
z r
SERVICE. 12' U.E. REQD.
BY SEPARATE DOCUMENT
PROPOSED
C.O.
GREASE TRAP
.
d Y z
{
INSTALL 8 I) x 6 J/ TEE
n
to ✓5a_ \ .. 1�.
..
z & 6 RSGV
-
�'
x' r "1Y
V "
fb?
2[
'�4^'.{tF X/(ky=J �YX,�i sT - "h ''�'t 's < 'P •rzhZr' F __ ._-
4b1€� Q_. du : CONST. SAN MH. 1- A
42
1'v J
ti'Y<a� s
_ z
5 DIAMETER
E L.
RIM 0.1
2 5
16 Il I I INV. S. Ell 16.15,..
Z41 I
ONST: SAN MH. 2
28 -6 SAN- FRO 0 E
1 -
CULPTURE DIAMETER - -I - f- I ® MIN. 17. SL U E
G,4 DEN jN-SIDE DROP)
RIM EL. 20.15
E. EL. 12.97 CONST. 100 8"
INV S. EL. 15.40 73%
n i 1 I_ PV C sDR -2 0. I I Mi
�x to tF ,{�� I I CONST. SAN MH. 1
- - - W. EL. 1 .87 5 DIAMETER
- �a ✓/4bn T �1�1 '
_I .� b ��Y II I (INSIDE DROP)
eF �; 2 e u I I I RIM EL. 19.52
INV. N. EL. 15,42
I a zryz 1; ?1 -1J R I VA C �Y INV. SE. E 15.5
g z
L I L. 2
AL
INV. W. EL, 13.23
CONST.` 254 LF 8 DIP "s.�a��
,< I
1 3( GC�NC. WALK I
®x0.42% .
INSTALL FIRE HYDRANT #1
`
- - -
I W/ 6 " RSGV -12' U.E. REQD w 1
P
61#
& 6INSTALL 8" x 6" TEE
Cl SAN BOP '15.61 I RSGV N�
- - - - - r CONST.� 63 LF 8" ,` �STM TOP 13.75 1.8' "
SDR z6 @ 0 \290 - -
\ NATION ��>�
, �
:. W,4LK
PLANTERS... /.;_ � � � O \ ,l
/ I I 18' -6" N. SVC \ \ 12' U.E. l SAN. SEWER x
_ E I ,. \- '�
L���DOCUMENT-TYP, SYSTEM BY SEPARATE
�.1v1 oSL02E-
IIII I ';;AS CONST. 83 LF - ..
I I - - -- --�- SHOWN THROUGHOUT `PROJECT
PVC SDR -26 1,3V
9 3..$.... '.
NI, �� NOTE. WATER DISTRIBUTION SYSTEM MUST COMPLY
.:
t CONST. 120 p 8" III� \
PVC SDR -26u 0.427. III _ .
: . WITH ALL APPLICABLE GOVERNING C OD ES, PROVISIONS
AND STANDARDS. y EXIST. SAN. SERVICE
1 I _ TO NATIONS BANK SANITARY SEWER SYSTEM TO COMPLY WITH THE MINIMUM
f'f1FIs To REMAIN IN SERVICE; ° CONSTRUCTION STANDARDS OF THE LOXAHATCHEE RIVER
U
E. 1 2 x ,
RUN
05&K ELEM
I I
ENVIRONMENTAL CONTROL DISTRIC T,
2x 1 �y Il
EXIST. SAN. MH
. 4.,e. , s _ � z =5'11. L` `-� _•.' a`i
�".CONST. SA MHj 12 -A a I TO REMAIN
z.
EXIST. RIM EL. 20.93
t3'.
-- I,
PROPOSED RIM EL. 20.60
RI L 9.9 �
- �E 1 0 ;
UNDERGROUND D
_ N FIRE SPRINKLER
. Y_:... }
;. .INV. NW. 1 0 CORE DRILL)
INV. N. EL. 15.9
I1 ( ) WATER SUPPLY LINE TO E
_ ea I I �.
:• \�. - -;; _ -, - �;x'�4T PLUG EX. INV. S. C� MAN -HOLE
t�F'u _ INSTALLED BY STATE LICENSED
i€;a axa Yr5 b�F. C.0 I
a < y�p .:... �? NOTE. EXIST. SAN. SYSTEM TO
>a e.Yzb .�,, e .n _1b.� ,�? 3 EA., 6" SAN. SVC , . ,: F
J IRE SPRINKLER CONTRACTOR.
,.{.x,..y I
Ty I SLOPE I
! :.: ... -
,. I I REMAIN IN VICE UNTIL
@MIN. 1� SER
,
ki.- za4z s z �
r ..
PROPOSED SYSTEM REC EIVES
1 _a..� 5 .. .. -I _ i•
°gE,a Z
HEALTH DEPT. CLEARANCE
a c `�° BLOC 'B" FIRE LINE ASSEMBL Y -
/ C.O, p I 6" DIP FIRE LINE W/SIAMESE STANDARD WATER, RECLAIMED WATER AND SEWER SEPARATION STATEMENT
-°
, � as a., b __ .,? �. . I.-,.° .£ _ - : _ -- . r � . < � �k x T_ z ' "z < k _ < .n z✓_ ? �.
.. ...
INS TALL TALL
CO NNECTlO N & 2 WA
TE R
� I. STORM
SEWER, GRAVITY WASTEWATER
AND RECLAIMED
WATER MAIN CROSSING UN
DER POTAB
L
E WATEUR MAINS
I S
HALL BE L
A
I
D
PROVIDE A MINIMUM VERTI CAL DIST ANCE OF EIGHTEEN ( 18 ) INCHES BETWEEN THE T SERVCE. 12 U.E. RE Q D. � 4 e INVER OF THE UPPER PP E AND THE
CROWN OF THE LOWER PIPE. WHERE THIS MINIMUMSEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED $ " X 6 l TEE BY SEPARATE DOCUMEN T SG T HA T THE STORM/WASTEWATER/RECLAIMED W A T ER PIPE JOINT S AND P OTABLE W ATER MAI N JOINTS AR E EQUIDISTANT FROM 6 " RSG V
z 1
I
E PO 0
, THE NI' F CROSSING WITH NO LESS THAN TEN 10 FEET 8 TWO JOIN BOTH
BETWEEN ANY TS, PIPE SHALL BE D.LP. AND
,..:,.,3.:.
...
Zt
THE
TH VERTICAL. SEPARATION SHALL BE S IX (8) INCHES. WHERE THERE IS NO ALTERNATNE TO
FIRE YD A
H R
� STORM WASTEWATER RECWMED WATER PIPE JOINTS CROSSING OVER A POTABLE WATER MAN, H CRITERIA C EXIST. SAN. MH & 8 ,,: / / , T E TERV, FoR MINIMUM
V
EIGHTEEN (18 ) INCH VERTICAL SEPARATION BETWEEN LINES AND JOINT NT ARRANGENEPLT, AS STATED ABOVE. SHALL BE REQUIRED
GRAVITY < .. .: SEWE
R T
0 BE _.
AND BO TH PIPES SHALL BE D.I.P. IRRESPECTIVE IVE OF SEPARATION
D.I.P. IS NOT REQUIRED FOR STOR M SEWERS.
z
k
COMPLETELY R EM OV ED
AFTER
IF 1
-
TE N 10
FE ET
HORIZONTAL DISTANCE CE BETWEEN PO T ABLE WATE R MAIN
AND
STORM SEWER WASTEWATER
2 MAINTAJN MINI U M
MAIN OR FORCE MAIN. MAINAIN MIN IMUM THREE (3 ) F EET HORIZO NTAL DISTANCE BETWEEN REC LAIMED WATER MAIN AND NEW S Y STEM HAS RECEIVED
VE
< br
HEALTH DEPT. CLEARANCE POTA BLE DLE MAIN STORM SEWER W A
STEWATER GRAVITY MAIN OR FORCE MAIN.
nb F
� n r � < ? . �
D �
.. -
3. FORC E MAI N CROSSING POTABLE WATER MAN OR RECLAIMED WATER MAIN SHALL BE T
O
PROVIDE A MINIMUM
VERTICAL
DISTANCE OF EIGHTEEN ( 18 ) INCHES BETWEEN THE OUTSIDE OF FORCE MAIN AND THE OUTSIDE OF THE POTABLE WATER MAIN
y.}��,,.��i i�t.:v�.,.z�' •c� P ,5 °� <� °3 = °�x, ° d Xz ?b.�. .'a . a� � ?, .., f� 5. s . � „s ?3.;Yth n t v OR RECLAIMED WATER MAIN WITH T P
HE DYABLE WATER OR RECLAIMED WATER MAIN CROSSING OVER FORCE MAIN.
I
n
SIB
RAW LINE
rr
1 " W
J � EXIST. INLET •
llyS LL -t0' I 48 HOURS BEFORE DIGGING
5` NDS D. l, J. INSTAL SAMPLE POIPIT 2 10" R GV CALL TOLL FREE
_ L � , S 1 800 432 -4770
•` -` CONNECT TO EX /S .
I''
„ " &TERMINAL END BLOW-OFFS SUNSHINE STATE
ONE CALL OF FLORIDA INC.
10 x 10 TEE- I N
F
INSTALL SAMPLE
EXIST. I l LL POINT #1,
IRAN T INSTALL 10" RSGV - 8" RSGV & 10" x R" TFE
`'.
6- 0- (BRIDGE ROAD IMPROVEMENTS
.a
0
r7 - BRIDGE ROA _ FL
EXIST *. UNDER SEPARATE CONTRACT) EXIST.
\ - - - - - - -
-� \ w CONTRACTOR NOTE:
1. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE
WORK OR IMPROVEMENTS OF OTHERS WITH REGARD TO NEW CONST-
1 _ -EX. 1 REJECT MAIN- - -- RUCTION, OR FOR THE NEED OF REMOVAL, RELOCATION OR ALTER -
a -
2 RE ATION OF EXISTING FACILITIES. THIS INCLUDES, BUT IS NOT LIMITED TO
VILLAGE OF TEQUESTA, TEQUESTA WATER DEPT., L.R.E.CD., FPL
-EX. 8" ;FM- - - - SOUTHERN BELL TELEPHONE, GAS Co. AND THEIR CONTRACTORS,
SUBCONTRACTORS OR AGENTS.
TN � - 2. INFORMATION SHOWN ON THE DRAWINGS AS TO THE LOCATION OF
I I ,
EX. 10" -WM 3}:
«tom.... ..... 1, .,,.f ., .. ... , - ...
1 I.I1_I1_i
R/W LINE EXISTING UTILITIES HAS BEEN PREPARED FROM THE MOST RELIABLE DATA
AVAILABLE TO THE ENGINEER. THIS INFORMATION IS NOT GUARANTEED.
HOWEVER, AND IT SHALL BE THIS CONTRACTOR'S RESPONSIBILITY TO
DETERMINE THE LOCATION, CHARACTER AND DEPTH OF ANY EXISTING
UTILITIES.
,
r
A
WATER METER OS & Y GATE
rVALVE
D.xI. SPOOL PIECE (12 ")
(/)-90' D.I. FLG. /FLG.
{�} / ELBOW
�- STRAINER z a
BACKFLOW
PREVENTER N
FINISHED GRADE
Y.
/ /\ \i\ SECTION A -A \
0. S. & Y.
GATE VALVE (TYP)"- -)
UNIFLANGE
12" D.I. SPOOL
90' D.I. FLG /FLG
ELBOW ELE ELB D.I. FLG /FLG
OW
z x
D.I.P. (TYP) - - -�_
BACKFLOW iv o
PREVENTER
FINISHED GRADE
u SECTION 13-13
NOTES:
1. ALL PIPE AND FITTINGS SHALL BE CLASS 350 DUCTILE IRON CEMENT LINED.
2. MECHANICAL JOINT FITTINGS SHALL BE REQUIRED UNDERGROUND AND FLANGED FITTINGS FOR ABOVE
GROUND USE.
3. PAINT THE ENTIRE ABOVE GROUND ASSEMBLY, IN ACCORDANCE WITH THE
VILLAGE STANDARDS. DO NOT PAINT OVER NAME /SERIAL PLATE OR BRASS FITTINGS.
4. SUPPORT PIERS OR PIPE JACKS AS APPROVED BY VILLAGE, EXACT LOCATION TO BE DETERMINED IN THE
FIELD BY VILLAGE.
5. THE CONTRACTOR SHALL SUPPLY AND INSTALL THE BY -PASS METER ASSEMBLY.
SERVICE AND ^FIRE LINE ASSEMBLY
GROUND OR
PAVEMENT SURFACE
11-
PIPING TO BE MECHANICAL JOINT RESTRAINED
4 1/2" PUMPER NOZZLE
FACING AS DIRECTED, AND
TWO 2 -1/2" HOSE NOZZLES. O° X
z < 70
FINISHED GRADE
VALVE SETTING
(SEE DETAIL) i
UNDISTURBE 18" 6" R.S.G.V.
SOIL
a•
UNDISTURBED
SOIL
CONCRETE THRUST'
BLOCK ( TYP.)
NOTES:
1. HYDRANT SHALL BE INSTALLED PLUMB AND TRUE.
2. THE MODEL AND COLOR HYDRANT SHALL BE PER VILLAGE.
REQUIREMENTS.
3. VALVE SHALL BE PLACED ADJACENT TO MAIN, TIED TO TEE.
4. ANCHOR TEES ARE PERMITTED.
5. ALL HYDRANTS SHALL BE TEED OFF OF MAINS.
6. HYDRANTS SHALL NOT BE PLACED IN SIDEWALKS, ROADWAYS OR
BIKEPATHS.
TYPICAL
FIRE HYDRANT ASSEMBLY
:•' :.�; \� 18" MIN. j
CROSS TEE W GATE VALVE WYE WITH PLUG 12" MIN.
2 12"
LW", TREI
CH � \
H /
/ r
/5 /
CONCRETE COLLAR
PLAN
CAST IRON COVER MARKED POUR CONCRETE COLLAR TO
"WATER" GRADE IN SODDED AREAS
TOP OF PAVEMENT
.v
8"
MAIN
5 -1/4" C.I. ADJUSTABLE VALVE
BOX (INSIDE SCREW TYPE)�
Z X
� a
i
O (V
M d-
SQUARE NUT
MECHANICAL
JOINT VALVE
1N TE:
VALVE NUT EXTENSION IS REQUIRED ON ALL VALVES WITH MORE THAN 36" OF
COVER. EXTEND NUT TO WITHIN 18" OF VALVE BOX RIM.
TYPICAL VALVE SETTING.
ONE LENGTH OF PIPE
M.J. PLUG W /2"
TEST HOLE AND
BRASS PLUG
�j
EXISTING GROUND OR ROAD BASE
O L 3/4" LOCKING
BALL VALVE
N
FINISHED GRADE
* REMAINING BACKFILL PLACED
AND COMPACTED PER APPROPRIATE FINISH GRADE
SPECIFICATIONS. (3 -1/2" MAX. SIZE)
WHEN 36" OF COVER IS REQUIRED
THE REMAINING BACKFILL INCREASES
TO 24" OF DEPTH. 3/4" DIA. MW.
_ SCH. 40 PVC I" DUCTILE
Z II v � PRESSUF
GRANULAR BACKFILL PLACED
AND COMPACTED TO MINIMUM 100%
OF MAXIMUM DENSITY. (1/2" MAX. SIZE)
CA
BEDDING MATERIAL
CONCRETE METER BOX
W/ TRAFFIC TYPE COVER
FINISHED GRADE -�
- TREADED PVC PLUG
INTO VALVE
2" BRONZE (SINGLE LEVER
BALL VALVE-
NOTES: UNDER CONSTRUCTION
1. UPON COMPLETION OF THE PIPE INSTALLATION FOR ANY SECTION,
MAIN PL G 2" PVC SCH. 80 OR TYPE 'K' THE MAINS SHALL BE CANNON FLUSHED TO REMOVE DIRT AND ANY
( IGID) COPPER RISER PIPE OTHER FOREIGN MATTER BY ACHIEVING A MINIMUM VELOCITY OF 2.5
FEET PER SECOND IN THE PIPE. MAINS MAY BE EITHER
TEMPORARILY LAID ABOVE GRADE OR TEMPORARY FITTINGS, PIPE
ETC. MAY BE USED TO FACILITATE CANNON FLUSHING.
2. INSTALL A 45' BEND AND ASSOCIATED PIPING AS SHOWN TO DIRECT
z THE FLUSHING WATER AWAY FROM THE IMMEDIATE WORK AREA AND
EXERCISE DUE CARE SO AS TO ENSURE THAT THE WATER USED IN
FLUSHING DOES NOT CAUSE A NUISANCE OR INFLICT PROPERTY
DAMAGE.
2" CORPORATION STOP 3. BENDS AND PIPING SHALL BE THE SAME SIZE AS THE LINE TO BE
ELEVATI ON FLUSHED.
4. PRIOR TO THE ACTUAL LINE FLUSHING OPERATION. THE CONTRACTOR
SHALL PROPERLY NOTIFY THE VILLAGE OF SUCH INTENDED WATER USE.
5. NO EXISTING VALVES SHALL BE TURNED ON OR OFF, EXCEPT BY
AUTHORIZED VILLAGE PERSONNEL.
6. FLUSHING SHALL NOT BE ACCOMPLISHED WITHOUT THE ACTUAL PRESENCE
OF THE VILLAGE.
7. AFTER THE LINE UNDER CONSTRUCTION HAS BEEN SUCCESSFULLY
FLUSHED THE CONTRACTOR SHALL REMOVE THE TEMPORARY PIPING
PLAN ARRANGEMENT AND PROCEED WITH THE REMAINING CONSTRUCTION AS
NOTES: SPECIFIED,
1. GALVANIZED PIPING AND FITTINGS SHALL NOT BE USED ON TEMPORARY OR PERMANENT BLOWOFFS. 8. ALL PIPING SHALL BE MECHANICALLY RESTRAINED IN ACCORDANCE WITH
VILLAGE STANDARDS. THE NUMBER OF PIPE LENGTHS TO BE RESTRAINED
2. THE MAIN SHALL BE MECHANICALLY RESTRAINED IN ACCORDANCE WITH THE VILLAGE STANDARDS. THE SHALL BE PER MANUFACTURERS RECOMMENDATION,
NUMBER OF PIPE LENGTHS TO BE RESTRAINED SHALL BE PER THE MANUFACTURER RECOMMENDATION.
YPICAL 2" TERMINAL END BLOWOFF CANNON FLUSHING DETAIL
tis
20' DIP MIN. (AS NECESSARY)
I 8' -O" 8' -0"
� WATER MAIN
FINISHED GRADE' -r ;
o
5/8" TIE RODS (TYP.) „ M v SEE NOTE
CONFLICT PIPE Z DUCTILE IRON PIPE
)E (SEE NOTE 2)
7 A
AS NECESSARY
SA
r
/�
1 .
,./
.. :... //
\ � \ CORPORATION STOP
• 4" MIN.
•
NOTES: WATER MAIN J °: "''••` �� 22 -1' (PREFERRED)
UNDISTURBED SOIL /2
o
MIN, THICKNESS DOUBLE STRAP SADDLE 8' -0" 8' -0" �' OR 45' ELBOW :2
OF CONC. 12" 1. BEDDING MATERIAL SHALL CONSIST OF IN -SITU GRANULAR MATERIAL - 1/2" SAMPLING POINT GRAVITY BLOCK (TYP) :2 :; : '
MAX. SIZE. UNSUITABLE IN -SITU MATERIALS SUCH AS MUCK, DEBRIS AND NO JOINTS BETWEEN FITTINGS
ELBOW TYPICAL SECTION CROSS WITH PLUG LARGERROCK SHALL BE REMOVED.: (SEE NOTE 2) N
.a �! (ON HYDRANT) w
WATER MAIN
2. THE PIPE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH WITH NOTE
APPROPRIATE COMPACTION UNDER THE PIPE HAUNCHES. �;� P7I7--nf`Ir-1 TVPF'.�
PIPE
90' ELBOW
45' ELBOW
22 1/2' ELBOW
11 1/4' ELBOW
WYES / TEES
PLUGS
DIA.
(ins.)
CONC.
CONC.
(cu. ft)
CONC.
(cu. ft)
CONC.
(cu. ft)
CONC.
(cu. ft)
CONC.
(cu. ft)
2
1 0.5
0.5
0.5
0.5
0.5
0.5
3
1.0
1.0
1.0
1.0
1.0
1.0
4
1.2
1.0
1.0
1.0
1.0
1.0
6
2.6
1.4
110
1.0
1.0
8
4.6
2.5
1.3
1.0
10
7.3
3.9
2.,0
1.0
:5.9
l.rIkaML'- I «I-IIVn UG I TAIL uD
BRONZE BALL VALVE
POSSIBLE,
1 , 1 1/2" OR 2 ") " 1. ,
1. CALCULATIONS BASED ON 150 P.S.I. PRESSURE AND 2000 P.S.F. SOIL BEARING VALUES. TYP.) BACKFLOW PREVENTOR A WATERMAIN SHOULD CROSS OVER CONFLICT PIPES WHEREVER POSS
MAINTAINING 30" INCHES COVER AND 6" SEPARATION AS MINIMUMS.
2. THRUST BLOCKS SHALL BE FORMED AND POURED AGAINST UNDISTURBED SOIL. KEEP "T" BOLTS METER BOX
TEST COCK D.I.P. 2. WHEREVER A WATERMAIN CROSSES UNDER A SEWER MAIN, OR CROSSES OVER
CLEAR OF CONCRETE, WRAPPED IN VISQUEEN FOR FUTURE ACCESS. t, 1. r�
3. BEFORE POURING, PLUGS SHALL BE WRAPPED IN VISQUEEN AND A BOARD PLACED IN FRONT. (TYPICAL) -� CENTERED ON CROSSING WITH
. WITH LESS THAN 18" VERTICAL SEPARATION, THEN D.I.P. SHALL BE USED
FOR BOTH PIPES FOR A DISTANCE OF 20 FEET CE
4. CONCRETE SHALL BE 2500 P.S.I. MIN. rn NO JOINTS WITHIN 8 FEET OF THE CROSSING.
V) a DEFLECTION TYPE
° O 3. 18 INCHES SEPARATION SHOULD BE MAINTAINED BETWEEN ALL PIPES (STORM,
o 0 SEWER, WATER) WHENEVER POSSIBLE. 6" IS THE ABSOLUTE MINIMUM
THRUST BLOCKING DETAIL z NOTES: SEPARATION WITH D.I.P. REQUIRED FOR ANY SEPARATION LESS THAN 18 INCHES.
BRONZE BAIL VALVE 4. MAINTAIN 10 FEET HORIZONTAL SEPARATION BETWEEN WATER AND SEWER
v WATER METER SS1 ", 1 1/2" OR 2) 1. THESE METHODS ARE TO BE USED WHEN INSUFFICIENT COVER EXISTS TO ALLOW PRESSURE MAINS AS A MINIMUM.
SAWCVT (TYPICAL) TYP.)
PIPE TO CROSS ABOVE CONFLICT PIPE WITH 6" VERTICAL SEPARATION AND MAINTAIN .30"
TYPE S -1 ASPHALT COVER TO FINISHED GRADE. s 5. FORCE MAIN CROSSING WATER MAIN SHALL BE LAID TO PROVIDE A MINIMUM
VERTICAL SEPARATION OF 18 INCHES BETWEEN THE PIPES WITH WATERMAIN
2. FITTINGS SHALL BE RESTRAINED WITH MECHANICAL RESTRAINTS ANDEITHER GRAVITY CROSSING OVER FORCE MAIN.
- �' BLOCKS OR TIE RODS. '
6. ALL CROSSINGS SHALL CONFORM TO FDEP STANDARD SEPARATION REQUIREMENTS.
BRONZE BALL VALVE &BOX 3. THE DEFLECTION TYPE CROSSING IS PREFERRED.
1 ", 1 1/2 OR 2 ")
TYP.) 4. DO NOT EXCEED 75% OF MANUFACTURERS RECOMMENDED MAXIMUM JOINT DEFLECTION.
SUBBASE, 40 LBR, COMPACTED 5. MECHANICALLY RESTRAIN ALL FITTINGS, AS PER MANUFACTURERS RE OMMENDATION.. WATER MAIN SANITARY SEWER
N TO 98% AASHTO T -180 BRONZE BALL VALVE
1" 1 1/2" OR 2") BACKFLOW PREVENTOR * 36" MIN IN STATE ROAD R/W AND UNDER ASPHALT. CONFLICT
z ¢ , TYP.)
0a� METER W/ METER BG PRESSURE PIPE CONFLICT DE_ TAIL
o z & 2 BALL VALVES UNION (TYP.)
z 1
Z� O
F 12" MIN. 48 HOURS BEFORE DIGGING
oz CLEARANCE
FINISH GRADE STANDARD WATER, RECLAIMED WATER AND SEWER SEPA ATION STATEMENT CALL TOLL FREE
1 1- 800 - 432 -4770
w SUNSHINE STATE
60 8" 1. STORM SEWER, GRAVITY WASTEWATER AND RECLAIMED WATER „MAIN CROSSING �1NDER POTABLE WATER MAINS SHALL BE ONE CALL OF FLORIDA, INC.
a LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF EIGHTEEN <(18) INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND
® LINE FROM MAIN LINE TO CUSTOMER THE CROWN OF THE LOWER PIPE. WHERE THIS MINIMUM SEPARATION CANNOT BE j1AINTAINED, THE CROSSING SHALL BE
ARRANGED SO THAT THE STORM /WASTEWATER /RECLAIMED WATER PIPE JOINTS AUD POTABLE WATER MAIN JOINTS ARE
-SEE TYPICAL TRENCH DETAIL NOTES: EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN TEN (10) FEETjBETWEEN ANY TWO JOINTS, BOTH PIPE
SHALL BE D.I.P., AND THE MINIMUM VERTICAL SEPARATION SHALL BE SIX (6) INC�IES. WHERE THERE IS NO ALTERNATIVE TO
1. ALL PIPING IS METER SIZE STORM /WASTEWATER/RECLAIMED WATER PIPE JOINTS CROSSIN9 .OVER A POTABLQ WATER MAIN, THE CRITERIA FOR MINIMUM CONTRACTOR NOTE
EIGHTEEN (18) INCH VERTICAL SEPARATION BETWEEN LINES AND JOINT ARRANGEMENT, AS STATED ABOVE; SHALL BE 1. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE
'NOTE: 2. ALL PIPING IS BRASS WITH THREADED FITTINGS REQUIRED, AND BOTH PIPES SHALL BE D.I.P. IRRESPECTIVE OF SEPARATION. D.I.P IS NOT REQUIRED FOR STORM SEWERS. WORK OR IMPROVEMENTS OF OTHERS WITH REGARD TO NEW CONST-
. THIS DETAIL IS ALSO APPICABLE TO 5/8" AND 3/4" RUCTION, OR FOR THE NEED OF REMOVAL, RELOCATION OR ALTER
3 -
1. FOR ASPHALT DRIVEWAYS, THE SUBBASE SHALL BE 8" MIN. 2. MAINTAIN MINIMUM TEN (10) FEET HORIZONTAL DISTANCE BETWEEN POTABLE WATER MAIN AND STORM SEWER, ATION OF EXISTING FACILITIES. THIS INCLUDES, BUT IS NOT LIMITED TO
SERVICE WHERE A BACKFLOW PREVENTION DEVICE IS REQUIRED WASTEWATER MAIN OR FORCE MAIN. MAINTAIN MINIMUM THREE ,(3) FEET HORIZOIJTAL DISTANCE BETWEEN RECLAIMED WATER VILLAGE OF TEQUESTA, TEQUESTA WATER DEPT., L.R.E.C.D.,
^ ^ MAIN AND POTABLE MAIN, STORM SEWER, WASTEWATER GRAVITY_ MAIN OR FORCE MAIN, F.P.L., SOUTHERN BELL TELEPHONE, GAS Co. AND THEIR CONTRACTORS,
D A X /C*AA CM T D 17D I A l P KA f7kI T 1 1 �T ®� � 1" 1 1 2!' AND 2" M ETER SUBCONTRACTORS OR AGENTS.
3. FORCE MAIN CROSSING POTABLE WATER MAIN OR RECLAIMED WATER MAIN SH LL BE LAID TO PROVIDE A MINIMUM 2. INFORMATION SHOWN ON THE DRAWINGS AS TO THE LOCATION OF
(ABOVE GROUND)
PL
PL
2
r C ,......,..•••...•..,.....•.,..,..•••,,.••,•..•.• •......•.•••.....••.•••,....... {s '
0. ,.,.5 - ...•,•„ 't't .
R EVIS31:"Im
APPS) LzY
W)F ViA, ID FOR COd3IINJC;TI-;I{
UNLESS S �SJGAIED III THIS B )CY(
VERTICAL DISTANCE OF EIGHTEEN (18) INCHES BETWEEN THE OUTSIDE OF FORCE AIN AND THE OUTSIDE OF THE POTABLE EXISTING UTILITIES HAS BEEN PREPARED FROM THE MOST RELIABLE DATA
WATER MAIN OR RECLAIMED WATER MAIN WITH THE POTABLE .WATER OR RECLAIM D WATER MAIN CROSSING OVER FORCE AVAILABLE TO THE ENGINEER. THIS INFORMATION IS NOT GUARANTEED.
MAIN. HOWEVER, AND IT SHALL BE THIS CONTRACTOR'S RESPONSIBILITY TO
DETERMINE THE LOCATION, CHARACTER AND DEPTH OF ANY EXISTING
UTILITIES.
SISAL
pf�Lfl 99 -031 _^
TEQUESTA VILLAGE CENTER rfrt, }. NONE _-
WATER IDISTRIBUTI® DETAILS
JULY 1999
VILLAGE OF TEQUESTA, FLORIDA Fall _ _
3 €€1' 5 QF 7
n
D:\DWGS\TEQUESTA\WTR-DETS.DWG (SC.1 " =30')
N
SANITA
FINISHED GRADE
(24 "X24 "X8 ") REINFORCED CONCRETE COLLAR
SSLCPC I BRICK BASE DETAIL
f
LATERAL CLEAN OUT PROTECTIVE COVER
(FOR USE IN PAVED AREAS ONLY)
N.T.S.
REMAINDER OF BACKFILL MAY BE
PLACED BY MACHINE AND COMPACTED
TO A MINIMUM OF 90% DENSITY
(AASHTO T -180), OR PER AGENCY
HAVING JURISDICTION
VARIES
FINISH GRADE
SEE NOTE 'B"
GRADE ELEVATION
NOTE
SCH 40 FEMALE THREADED
ADAPTER AND THREADED PLUG
_ R/W LINE OR
E "C "I /- EASEMENT LINE
V •- SIDEWALK
Ate- EMS MARKER (SEE NOTE "E')
Z,4 ER BUSHING
H 40
PVC SDR -26 SERVICE PIPE
(SEE NOTE "G ")
SDR -26 PVC,
C -900 OR D.I.P.
GLUED CAP -! .'• ..: ; , ••,...a:
(NORMAL LOCATION) 12" NIPPLE
4" OR 6" SINGLE SERVICE DETAIL
(SEE NOTE "F ") SCH 40 FEMALE THREADED
SEE NOTE "B" ADAPTER AND THREADED PLUG
GRADE ELEVATION 3' _ R/W LINE OR
SEE NOTE EASEMENT LINE
SIDEWALK
M �
GLUED.CAP EMS MARKER (SEE NOTE, "E)
SEE NOTE 'D" ADAPTER BUSHING PVC SDR -26 SERVICE PIPE
TO SCH 40 (SEE NOTE "G')
45 ENDS
SDR -26 PVC,
C -900 OR D.I.P.
MAIN LINE WYE
Ji
4 OR, 6" SINGLE SERVICE DETAIL
ALT. CONFIGURATION .(SEE NOTE
- :SINGLE SERVICE CONNEI
N.T.S.
REPLAOEMENT PAVEMENT (OVERLAY) MUST BE TYPE S71-(MOD,) OR S -3
ASPFIIU.TIC CONCRETE HOT MIX, WITH TACK COAT. IT ;MUST BE ROLLED OR
COMPACTED TO A SMOOTH SURFACE LEVEL WITH EXISTING ROAD SURFACE.
t.°
NOTES
A. WHERE SEWER LATERALS MAY BE FORCED TO BE
INSTALLED AT A DEPTH GREATER THAN 36" DUE TO
CONFLICT WITH OTHER UTILITIES, THE WYE FITTING
MAY BE PLACED IN A VERTICAL POSITION ON THE
CLEAN —OUT RISER PIPE (MAX. 361.
B. LEAVE RISER 18" (MIN.) ABOVE GRADE. WHEN HOUSE
RISER CONNECTION IS MADE BY BUILDING PLUMBER,
RISER PIPE WILL BE CUT OFF, AND SET 2" ABOVE
SOD GRADE (ADAPTER SHALL BE LEFT UNGLUED).
C. IN AREAS WHERE NO SIDEWALK EXISTS OR WHERE
NONE ARE PLANNED, THE CLEANOUT RISER WILL
BE SET AT R/W OR EASEMENT LINE.
D. IN AREAS WHERE GROUND WATER TABLE IS LESS
THAN 36" FROM FINISHED GRADE, NIPPLE OUT OF
WYE WILL BE EXTENDED UP TO A POINT 6" MIN.
ABOVE GROUND WATER TABLE.
E. EMS MARKER MODEL NO.1258, SERVICE LINE ELECTRONIC
MARKER AS MFG. BY 3M CO., TO REMAIN IN PLACE
AFTER CONNECTION OF BUILDING SEWER. BURY IN FRONT
OF CLEANOUT RISER 18" BELOW FINISHED GRADE.
F. 6" SINGLE SERVICES USED ONLY FOR COMMERCIAL OR
MULTI — FAMILY RESIDENTIAL UNITS.
G. WHEN MAINLINE IS C -900 PVC OR DIP (EPDXY COATED),
SERVICE PIPE SHALL BE SAME MATERIAL AS MAIN LINE.
NOTE:
(PLUMBERS ONLY)
WHERE EXISTING SERVICE LATERAL IS VITRIFIED CLAY
PIPE, BELL QHUB) WILL BE REMOVED WITH APPROVED
SAW AND A FERNCO" VCP X PVC COUPLING WILL
BE USED TO JOIN THE EXISTING AND NEW PIPE,
FERNCO COUPLING WILL BE WRAPPED IN STRANDS OF
COPPER WIRE AND COUPLING WILL BE BEDDED IN TYPE
57 ROCK TO UNDISTURBED MATERIAL. WHERE EXISTING
SERVICE LATERAL IS DIP OR C -900, A DISTRICT
APPROVED PVC TRANSITION COUPLING WILL BE USED.
n0N DETAIL
�. i.• i .A
r'
8' r�
PLAN
/IA"
J
GROUT ANNULUS WITH PORTLAND
TYPE II CEMENT AND FIRE CURED
CLAY BRICK
5FT. DIA. PRECAST M.H. W 18- WALLS
(SEE M.H. DETAIL AND SPECIFICATIONS)
*—HAND PLACED MECHANICALLY
T TAMPED BACKFILL COMPACTED I 32 1/8"
CUT BACK 1.5' EACH SIDE, 1 1/2 00 O 09
0
12° TO A MINIMUM OF 90% DENSITY I ". T
(AASHTO T -180), OR PER FROM EXISTING ASPHALT 000 000000000 000
WORK MATERIAL AGENCY HAVING JURISDICTION (SAW CUT LINE) T O
T O 00000
O O SANITARY 0
UNDER PIPE HAUNCH ��_, 34 1/2" p 00 SEWER 00
NEW OVERLAY (AS REQUIRED) -1 1/2- 0 O E E O 0
CLASS 1, CLASS 2, ,f -.►li 1/16 X00 00000000000 00
OR CLASS 3 MATERIAL EMBEDMENT AREA
1
1 tEXISTING ASPHALT x 1 4• 000 O 000
S
}� } /" OOO
�} '` " =.'1.2" (tYP•) BACKFILL (SEF EMBEDMENT DETAILS)
MAX. WIDTH
PIPE O.D. +24 4 "MIN. , 30 1/4 "•.
NOTES:
6 41 1 2" 4 1 /2-
EXISTING ROCK BASE
8A1SE MATERIAL TO BE APPROVED COQUINA
CLASS 1 MATERIAL - ANGULAR 1/4" TO 3/4" GRADED STQNE SUCH O� APPROVED CRUSHED CONCRETE* , A MIN.
600�d
OF 16 THICK, AND PLACED IN 4 LIFTS.
- " _ 4- ddaa°oa `
AS CORAL, CRUSHED STONE, OR CRUSHED ' SHELLS �
OR BEDDING ROCK (100% PASSING 1" SIEVE). BASE MATERIAL SHALL BE COMPACTED TO NOT
LESS THAN 98% MAXIMUM DENSITY AS °
DETERMINED BY AASHTO T- 180 SPECIFICATIONS. "
AB
CLASS 2 MATERIAL - COURSE SAND AND GRAVELS WITH MAXIMUM [_2 MIM•_„� z - -M
30
PARTICLE SIZE OF 1/4-INCH WITH SMALL *CRUSHED CONCRETE 4' MAX.
PERCENTAGE OF FINES COMPACTED TO A 977. PASSING 3 ', *SIEVE NOT MORE THAN 20
MINIMUM OF 907. STANDARD PROCTOR DENSITY. PASSING #200 -SIEVE LBR ?too coNTAN' 60' x
CARBONATES.-
;
CLASS 3 MATERIAL - FINE SAND AND CLAYEY GRAVEL'S, • INCLUDING
FINE SANDS, SAND- CLAY.'MIXTURES 'AND . % =
GRAVEL -CLAY MIXTURES, COMPACTED TO 'A - �" `;NOTES: NOTES: 1. U.S.F. #2S,0 -AB -M MANHOLE RING ,& DOUBLE COVER,
MINIMUM OF 90% STANDARD PROCTOR DENSITY. '
INCLUDED IN CLASS `3 ARE = EXISTING' SOIL _ ..... APPROXIMATE TOTAL WEIGHT 605 POUNDS
1 . •
TYPES CLASSIFIED AS SELECT IBACKFILL: 2. IN CASES =WHERE A SHALLOW FRAME IS REQUIRED USF
1. ALL CUTS WILL REQUIRE COMPACTION TO DENSITY SPECIFICATIONS. MODEL #655 MAY BE SUBISTUTED .FOR MODEL #230 -AB -M
IF CLASS 1 MATERIAL IS USED FOR BEDDING, IT MUST BE USED,,, `',rt;& 2. SAW CUT ASPHALT BEFORE EXCAVATING.
FOR THE ENTIRE EMBEDMENT AREA. swy. 3. COMPACTION MUST BE DONE BY A MECHANICAL VIBRATORY COMPACTOR.
A DRY TRENCH SHALL BE MAINTAINED WHEN USING CLASS 2 EACH LIFT MUST RECEIVE 5 PASSES of THE COMPACTOR OVER ENTIRE
AND CLASS 3 MATERIAL. SURFACE. BEFORE COMPACTING EACH LIFT, WATER MUST BE APPLIED_ AT
THE RATE OF 1 GAL. PER LINEAL FOOT OF THE TRENCH FOR BACKFILL
AND 11 /2 GAL•y,PER LINEAL FOOT OF TRENCH FOR COQUINA BASE ,..WATER
MANHOLE - FRAME AND COVER
TO , 8E SPRINKLED EVENLY OVER TRENCH ;,"V DTH.
PVC PIPE GRAVITY SEWER 1 N.T.S.
3
�-
`I
1
I
1i
EMBEDMENT DETAIL
WHEN THE MAIN UNE IS PVC, A DISTRICT
i
PAVEMENT
APPROVED HEAVY AGGREGATE COATED PVC
• SDR -26 TEE
M.H. ADAPTER (HARCO OR EQUAL) OR
MAXIMUM
�•'
FERNCO M.H. ADAPTER SHAM. BE USED.
MANHOLE FRAME AND, CHIMNEY
LANDSCAPED AREAS, M.H. SHALL
APPROVED HEAVY AGGREGATE COATED PVC
HEIGHT
BE SET 2" ABOVE FINISHED
M.H. ADAPTER (HARCO OR EQUAL) OR
�4
GRADE) AND ALL LANDSCAPING
FERNCO M.H. ADAPTER SHALL BE USED.
OR EQUAL.
•'
SDR -26 PVC GRAVITY SEWER
•
:
(SEE PVC EMBEDMENT DETAIL,SD -2)
. SDR -26 PVC
';
GROUT ANNULUS WITH PORTLAND
DROP PIPE
N.T.S.
TYPE II CEMENT AND FIRE CURED
=` MORTAR *
CLAY BRICK. (SEE NOTE ¢1 —SD -6)
•.'•
ADJUST TO GRADE WITH
SDR -26 PVC 90'
'•
COURSES OF BRICK 4" MIN,
BEND (EMBED INTO
'
CONCRETE BASE FILLET)
12" MAX. HEIGHT. SET BRICK
3. ALL HOLES FOR PIPES SHALL BE CAST
CONCENTRIC
8" D.I.P. GRAVITY SEWER PIPE WITH 18" STEEL CASING
• •
1/2" BACK FROM MANHOLE
INTO THE MANHOLES. OPENINGS REQUIRED
CONE :,
• '
•.• • • . 'r'• �.
6" 3/4" ROCK UNDER ENTIRE BASE
OPENING AND COAT WITH 1/2"
ON ALL EXISTING MANHOLES SHALL BE
SECTION "A"
- "A"
INSIDE
DROP
MANHOLE
N.T.S.
"'R, -
*—HAND PLACED MECHANICALLY
T TAMPED BACKFILL COMPACTED I 32 1/8"
CUT BACK 1.5' EACH SIDE, 1 1/2 00 O 09
0
12° TO A MINIMUM OF 90% DENSITY I ". T
(AASHTO T -180), OR PER FROM EXISTING ASPHALT 000 000000000 000
WORK MATERIAL AGENCY HAVING JURISDICTION (SAW CUT LINE) T O
T O 00000
O O SANITARY 0
UNDER PIPE HAUNCH ��_, 34 1/2" p 00 SEWER 00
NEW OVERLAY (AS REQUIRED) -1 1/2- 0 O E E O 0
CLASS 1, CLASS 2, ,f -.►li 1/16 X00 00000000000 00
OR CLASS 3 MATERIAL EMBEDMENT AREA
1
1 tEXISTING ASPHALT x 1 4• 000 O 000
S
}� } /" OOO
�} '` " =.'1.2" (tYP•) BACKFILL (SEF EMBEDMENT DETAILS)
MAX. WIDTH
PIPE O.D. +24 4 "MIN. , 30 1/4 "•.
NOTES:
6 41 1 2" 4 1 /2-
EXISTING ROCK BASE
8A1SE MATERIAL TO BE APPROVED COQUINA
CLASS 1 MATERIAL - ANGULAR 1/4" TO 3/4" GRADED STQNE SUCH O� APPROVED CRUSHED CONCRETE* , A MIN.
600�d
OF 16 THICK, AND PLACED IN 4 LIFTS.
- " _ 4- ddaa°oa `
AS CORAL, CRUSHED STONE, OR CRUSHED ' SHELLS �
OR BEDDING ROCK (100% PASSING 1" SIEVE). BASE MATERIAL SHALL BE COMPACTED TO NOT
LESS THAN 98% MAXIMUM DENSITY AS °
DETERMINED BY AASHTO T- 180 SPECIFICATIONS. "
AB
CLASS 2 MATERIAL - COURSE SAND AND GRAVELS WITH MAXIMUM [_2 MIM•_„� z - -M
30
PARTICLE SIZE OF 1/4-INCH WITH SMALL *CRUSHED CONCRETE 4' MAX.
PERCENTAGE OF FINES COMPACTED TO A 977. PASSING 3 ', *SIEVE NOT MORE THAN 20
MINIMUM OF 907. STANDARD PROCTOR DENSITY. PASSING #200 -SIEVE LBR ?too coNTAN' 60' x
CARBONATES.-
;
CLASS 3 MATERIAL - FINE SAND AND CLAYEY GRAVEL'S, • INCLUDING
FINE SANDS, SAND- CLAY.'MIXTURES 'AND . % =
GRAVEL -CLAY MIXTURES, COMPACTED TO 'A - �" `;NOTES: NOTES: 1. U.S.F. #2S,0 -AB -M MANHOLE RING ,& DOUBLE COVER,
MINIMUM OF 90% STANDARD PROCTOR DENSITY. '
INCLUDED IN CLASS `3 ARE = EXISTING' SOIL _ ..... APPROXIMATE TOTAL WEIGHT 605 POUNDS
1 . •
TYPES CLASSIFIED AS SELECT IBACKFILL: 2. IN CASES =WHERE A SHALLOW FRAME IS REQUIRED USF
1. ALL CUTS WILL REQUIRE COMPACTION TO DENSITY SPECIFICATIONS. MODEL #655 MAY BE SUBISTUTED .FOR MODEL #230 -AB -M
IF CLASS 1 MATERIAL IS USED FOR BEDDING, IT MUST BE USED,,, `',rt;& 2. SAW CUT ASPHALT BEFORE EXCAVATING.
FOR THE ENTIRE EMBEDMENT AREA. swy. 3. COMPACTION MUST BE DONE BY A MECHANICAL VIBRATORY COMPACTOR.
A DRY TRENCH SHALL BE MAINTAINED WHEN USING CLASS 2 EACH LIFT MUST RECEIVE 5 PASSES of THE COMPACTOR OVER ENTIRE
AND CLASS 3 MATERIAL. SURFACE. BEFORE COMPACTING EACH LIFT, WATER MUST BE APPLIED_ AT
THE RATE OF 1 GAL. PER LINEAL FOOT OF THE TRENCH FOR BACKFILL
AND 11 /2 GAL•y,PER LINEAL FOOT OF TRENCH FOR COQUINA BASE ,..WATER
MANHOLE - FRAME AND COVER
TO , 8E SPRINKLED EVENLY OVER TRENCH ;,"V DTH.
PVC PIPE GRAVITY SEWER 1 N.T.S.
3
�-
`I
1
I
1i
EMBEDMENT DETAIL
y
i
PAVEMENT
1
NOTES:
MAXIMUM
FINISHED GRADE (IN UNPAVED
1. WHEN THE MAIN LINE IS I?VC, A DISTRICT
MANHOLE FRAME AND, CHIMNEY
LANDSCAPED AREAS, M.H. SHALL
APPROVED HEAVY AGGREGATE COATED PVC
HEIGHT
BE SET 2" ABOVE FINISHED
M.H. ADAPTER (HARCO OR EQUAL) OR
DOUBLE COVER U.S. 1
FOUNDRY NO.230 -AB'M
GRADE) AND ALL LANDSCAPING
FERNCO M.H. ADAPTER SHALL BE USED.
OR EQUAL.
SHALL BE KEPT A MINIMUM OF
CAST IN PLACE RUBBER BOOTS WITH
3' CLEAR OF MANHOLE OPENING.
STAINLESS STEEL HARDWARE (LOCK -JOINT
MODEL CPS) MAY BE USED AS AN
N.T.S.
ALTERNATE.
=` MORTAR *
2. CHANNEL WIDTHS AND INVERT RADII VARY
ADJUST TO GRADE WITH
UNIFORMLY FROM END TO END.
COURSES OF BRICK 4" MIN,
'
12" MAX. HEIGHT. SET BRICK
3. ALL HOLES FOR PIPES SHALL BE CAST
CONCENTRIC
8" D.I.P. GRAVITY SEWER PIPE WITH 18" STEEL CASING
• •
1/2" BACK FROM MANHOLE
INTO THE MANHOLES. OPENINGS REQUIRED
CONE :,
2'-6-
,+
OPENING AND COAT WITH 1/2"
ON ALL EXISTING MANHOLES SHALL BE
SECTION
MORTAR INSIDE AND OUT
CORED WITH APPROVED MACHINES.
.+ t
ti
"'R, -
s
SETTLEMENT OF THE D.I.P. SANITARY SEWER PIPE.
PRECAST REINFORCED
4. WHEN INVERT DIFFERENTIALS BETWEEN
ti .
• CONCRETE MANHOLE
PIPES ENTERING MANHOLES IS 2' -0' OR
(MINIMUM REINFORCING
LESS. A "SURE" TYPE FLOW CHANNEL
STEEL AREA- 0.2SQ /IN
MAY BE CONSTRUCTED TO FORM A SMOOTH
° 4 MANHOLE
PER SQ• /FT•,E.W.,OR
FLOW TRANSITION. WHEN TWO (2) OR
'SUDES"
4 REBAR 0 12" E.W.)
MORE ARE CONSTRUCTED IN A
1- 800 - 432 -4770
MANHOLE, THE MANHOLE I.D. SHALL BE
-
°,•
STANDARD WATER, RECLAIMED WATER AND SEWER SEPARATION STATEMENT
, °,
BITUMASTIC JOINT -RAM NEK,
lk 07E:
°i.
KENT SEAL, OR APPROVED EQUAL.
18*j MAXIMUM CHIMNEY HEIGHT
: v
ALL JOINTS SHALL BE COATED
S. A MINIMUM DIFFERENTIAL OF 0.1 FT.
°i
FON MANHOLES 4' -6' DEEP
° a
WITH 1/2" MORTAR INSIDE & OUT
SHALL BE PROVIDED BETWEEN THE
.v
24 JMAXIMUM CHIMNEY HEIGHT
'' •
INLET AND OUTLET PIPE INVERTS
FOR MANHOLES 6' OR DEEPER
`�<
PRECAST REINFORCED CONCRETE
MONOLITHIC
'
MANHOLE BARREL SECTIONS
MANHOLE
AS REQUIRED
BASE SECTION
° e
' '
COMPLETELY FILL ANNULUS
"
' •
•'
BETWEEN ADAPTER AND M.H. WALL
"b
°
WITH FIRE CURED CLAY BRICK
AND TYPE 11 PORTLAND
CEMENT
°a
5
•
1.
SEE NOTE 15
T
•
'<
,•,
SEE NOTE #1
+'
••
° �•
SL1,%PE
ffA 7f
,•
�
4
77
7f
A
4 'VIN.
�.
•.
4' -0"
8"
8 1(TYP)
A'
• .
6'- 3/4' ROCK, UNDER ENTIRE BASE EXTEND BEDDING GRAVEL
90•MIN.
A MIN. 1OFT. UDDER MAIN LINE PIPE ENTERING MANHOLE.
SEO:TION "A -A"
PLAN
PRECAST MANHOLE
N.T.S.
3 ,
Olt
CROWN OF THE LOWER PIPE. WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED 4 i1: ' ",. CONTRACTOR NOTE:
SO THAT THE STORM /WASTEWATER /RECLAIMED WATER PIPE JOINTS AND POTABLE WATER MAIN JOINTS ARE EQUIDISTANT FROM r 1. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE
THE POINT OF CROSSING WIT H NO LESS THAN TEN (10) FEET BETWEEN ANY TWO JOINTS, BOTH PIPE SHALL BE D.I.P., -AND . WORK OR IMPROVEMENTS OF OTHERS WITH REGARD TO NEW CONST-
THE MINIMUM VERTICAL SEPARATION SHALL BE SIX 6 INCHES. WHERE THERE IS NO ALTERNATIVE TO — RUCTION, OR FOR THE NEED OF REMOVAL, RELOCATION OR ALTER-
THE ATION OF EXISTING FACILITIES. THIS INCLUDES, BUT iS NOT LIMITED TO
STORM /WASTEWATER /RECLAIMED WATER PIPE JOINTS CROSSING OVER A POTABLE WATER MAIN, THE CRITERIA FOR MINIMUM' VILLAGE OF TEQUESTA, VILLAGE OF TEQUESTA FLORIDA UTILITIES, FLORIDA POWER
EIGHTEEN (18) INCH VERTICAL SEPARATION BETWEEN LINES AND JOINT ARRANGEMENT, AS STATED ABOVE, SHALL BE REQUIRED, & LIGHT, SOUTHERN BELL TELEPHONE, GAS Co. AND THEIR CONTRACTORS,
AND BOTH PIPES SHALL BE D.I.P. IRRESPECTIVE OF SEPARATION. D.I.P. IS NOT REQUIRED FOR STORM SEWERS. SUBCONTRACTORS OR AGENTS.
" 2. INFORMATION SHOWN ON THE DRAWINGS AS TO THE LOCATION OF
2. MAINTAIN MINIMUM TEN (10) FEET HORIZONTAL DISTANCE BETWEEN POTABLE WATER MAIN AND STORM SEWER, WASTEWATER EXISTING UTILITIES HAS BEEN PREPARED FROM THE MOST RELIABLE DATA
MAIN OR FORCE MAIN. MAINTAIN MINIMUM THREE (3) FEET HORIZONTAL DISTANCE BETWEEN RECLAIMED WATER MAIN AND AVAILABLE TO THE ENGINEER. THIS INFORMATION IS NOT GUARANTEED,
POTABLE MAIN, STORM SEWER, WASTEWATER GRAVITY MAIN OR FORCE MAIN. I '' HOWEVER, AND IT SHALL BE THIS CONTRACTOR'S RESPONSIBILITY TO
3. FORCE MAIN CROSSING POTABLE WATER MAIN OR RECLAIMED WATER MAIN SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DETERMINE THE LOCATION, CHARACTER AND DEPTH OF ANY EXISTING
DISTANCE OF EIGHTEEN (18) INCHES BETWEEN THE OUTSIDE OF FORCE MAIN AND THE OUTSIDE OF THE POTABLE WATER MAIN UTILI TIES.
OR RECLAIMED WATER MAIN WITH THE POTABLE WATER OR RECLAIMED WATER MAIN CROSSING OVER FORCE MAIN.
Er s9: %f !;??, F {Jtt CT3tiSI3?UC- "t's %t{
�._._ ___ ._____ ______ U3:¢LE; 3' ` 541£D ' 11 THIS ?3i QCK.
'Aft AM
ME q
ra
11 '®
PL
TEQIUE:S TA VILLAGE :NTEomh
,t :,CONSULTING EN(aIN�ERS
...,`
TJM _ ,,,,, ,,,,, ,,,.......,,,,,.,..,.,., ..,,..,,,,,,,,...,,,.,..•,•,,, ,,.,,,, .,,....,,.....,.,.,.,.•. w,,..,.,,,,......,,...,,.,..._. w...... .w.,w,.,,.,,,..w,,....�.......,
VILLAGE OF TEQUESTA, FLORIDA
11211 Prosperity Farms:Rd:, Suite `C -301, Palm Beach Gardens, Florida 33410
..,....,,, ......,,..,,.,...w.w,,, ,,,,,,,,,,,,,,,••.,.,,.,,.,,,,,.,,,,,,,,,,,,.,.,,,,,,,•..,.,.,,.,...,...,.,v.....,,,,,,,..,..,.,,,,.,..,.,.,,,,.....,,,,,,,,. w,...- W.- .,....,,,,.,,,,,....,.
..........� .,....• ....... . ... .....
u ........................• I�ti,, 1 ter fI, � {� -� ;1�s,1 APPO T ;Y i� hone (561) 627-2226, (561) 624 -1569
P
s
8" D.I.P. SAN. SEWER
WITH 18" STEEL CASING
TRANSITION COUPLINGS
EXISTING PIPE
PLAN VIEW IF EXISTING PIPE, CUT STORM DRAIN PIPE
/ --M.H. FRAME & COVER
° 2, 6n
d
y. MANHOLE
(SEE SPECS,)
v
8' REINFORCED
,6 p. PRE -CAST SECTIONS
1 o' ° D.
. Q t," 4
'^ •'Q
1 I ' ,
ADJUST TO FINISHED GRADE WITH COURSES OF
BRICK 4" MIN. AND 12" MAX. HEIGHT, SET BRICK
1/2" BACK FROM MANHOLE OPENING AND COAT
WITH 1/2" MORTAR INSIDE AND OUT.
FILL ANNULUS WITH FIRE CURED CLAY BRICK AND
PORTLAND TYPE II CEMENT. (TYP.)
.-`�TRANSITION COUPLINGS
5'-0" MIN, IF BOTTOM OF SEWER IS NEAR THE TOP OF THE STORM
6111 —DRAIN, THE INSIDE OF STRUCTURE SHALL MIN. WITH BE
CONCRETE T• THE INVERT OF THE
I NO.4 BAR 0 •
I • i i i� + iii •Si �` �iii'�;c is•� Ti.- CONCRETE BASE SLAB
�! /jii��..j�ar /il!!••�.i���a� • /N�s1'�i��, /ay a�i /,�: :!���arl "ilal��.��a�!i�a:;: �..
��i�asy�!�� !j�!�t�i:�sj���� �a�11�•�asj+l'.ea`f!'1�r� sj���i���'1!•1� � /�s�jil �����.•
T.
• ROCK UNDER ENTIRE BASE EXTEND BEDDING
GRAVEL MIN. • FT. UNDER TO TOP OF
MANHOLE. PIPES ENTERING
1,,,,SANIITARY SEWER Z STORM DRAIN
CONFLICT STRUCTURE
NO ® ALLOWED MANHOLE
SANITARY SEWER DETAILS
-99 -031 �-
1999__
711T' 6 OF 7
D:\DWGS\TEQUESTA\SAN-DETS-DWG (SCA " =30')
EMBEDMENT DETAIL
y
Ty CA T H
L RENC
PAVEMENT
a
"`I
t.:
N.T.S.
�- 5
R T RATI
ES 4 N '
TAIL
DE
N.T.S.
• I'
8" D.I.P. GRAVITY SEWER PIPE WITH 18" STEEL CASING
(20 LF CENTERED ON MH). ENDS OF CASING TO BE
CLOSED WITH A FLEXIBLE SEAL TO ALLOW FOR ANY
ti
"'R, -
SETTLEMENT OF THE D.I.P. SANITARY SEWER PIPE.
'
V
CONTRACTOR TO SUBMIT SHOP DRAWING TO ENGINEER
x "
48 HOURS BEFORE DIGGING
CALL TOLL FREE
OF RECORD PRIOR TO COMMENCING CONSTRUCTION.-- --
1- 800 - 432 -4770
STANDARD WATER, RECLAIMED WATER AND SEWER SEPARATION STATEMENT
4 ,F f
SUNSHINE STATE
ONE CALL OF FLORIDA, INC.
1. STORM SEWER, GRAVITY WASTEWATER AND RECLAIMED WATER MAIN CROSSING UNDER POTABLE WATER MAINS SHALL BE LAID
n"
TO PROVIDE A MINIMUM VERTICAL DISTANCE OF EIGHTEEN (18) INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THEE
CROWN OF THE LOWER PIPE. WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED 4 i1: ' ",. CONTRACTOR NOTE:
SO THAT THE STORM /WASTEWATER /RECLAIMED WATER PIPE JOINTS AND POTABLE WATER MAIN JOINTS ARE EQUIDISTANT FROM r 1. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE
THE POINT OF CROSSING WIT H NO LESS THAN TEN (10) FEET BETWEEN ANY TWO JOINTS, BOTH PIPE SHALL BE D.I.P., -AND . WORK OR IMPROVEMENTS OF OTHERS WITH REGARD TO NEW CONST-
THE MINIMUM VERTICAL SEPARATION SHALL BE SIX 6 INCHES. WHERE THERE IS NO ALTERNATIVE TO — RUCTION, OR FOR THE NEED OF REMOVAL, RELOCATION OR ALTER-
THE ATION OF EXISTING FACILITIES. THIS INCLUDES, BUT iS NOT LIMITED TO
STORM /WASTEWATER /RECLAIMED WATER PIPE JOINTS CROSSING OVER A POTABLE WATER MAIN, THE CRITERIA FOR MINIMUM' VILLAGE OF TEQUESTA, VILLAGE OF TEQUESTA FLORIDA UTILITIES, FLORIDA POWER
EIGHTEEN (18) INCH VERTICAL SEPARATION BETWEEN LINES AND JOINT ARRANGEMENT, AS STATED ABOVE, SHALL BE REQUIRED, & LIGHT, SOUTHERN BELL TELEPHONE, GAS Co. AND THEIR CONTRACTORS,
AND BOTH PIPES SHALL BE D.I.P. IRRESPECTIVE OF SEPARATION. D.I.P. IS NOT REQUIRED FOR STORM SEWERS. SUBCONTRACTORS OR AGENTS.
" 2. INFORMATION SHOWN ON THE DRAWINGS AS TO THE LOCATION OF
2. MAINTAIN MINIMUM TEN (10) FEET HORIZONTAL DISTANCE BETWEEN POTABLE WATER MAIN AND STORM SEWER, WASTEWATER EXISTING UTILITIES HAS BEEN PREPARED FROM THE MOST RELIABLE DATA
MAIN OR FORCE MAIN. MAINTAIN MINIMUM THREE (3) FEET HORIZONTAL DISTANCE BETWEEN RECLAIMED WATER MAIN AND AVAILABLE TO THE ENGINEER. THIS INFORMATION IS NOT GUARANTEED,
POTABLE MAIN, STORM SEWER, WASTEWATER GRAVITY MAIN OR FORCE MAIN. I '' HOWEVER, AND IT SHALL BE THIS CONTRACTOR'S RESPONSIBILITY TO
3. FORCE MAIN CROSSING POTABLE WATER MAIN OR RECLAIMED WATER MAIN SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DETERMINE THE LOCATION, CHARACTER AND DEPTH OF ANY EXISTING
DISTANCE OF EIGHTEEN (18) INCHES BETWEEN THE OUTSIDE OF FORCE MAIN AND THE OUTSIDE OF THE POTABLE WATER MAIN UTILI TIES.
OR RECLAIMED WATER MAIN WITH THE POTABLE WATER OR RECLAIMED WATER MAIN CROSSING OVER FORCE MAIN.
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D WATE MED WATER A SEWER SEPARATI STATEMENT
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S ANDAR R R'CLAI N 0
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w 1. STORM SEWER, GRAVITY ASTEWATER AND R CLAIMED WATER MAI CROSSING UNDE POTABLE WATER M NS SHALL BE LAl
T* TO PRO�IDE A MINIMUM VET CAL DISTANCE OF EIGHTEEN (18) INC ES BETWEEN THE AVERT OF THE UPPER PIPE AND THE �+/1 /rt �' .�q'�o� �11�'74®.1 �L
• CROWN r F THE LOWER PIPq WHERE THIS MINIMUM SEPARATION C NOT BE MAINTAINE , THE CROSSING SMALL BE ARRANGE SC V I 1 G. i'i
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STORM /WASTEWATER /RECLAIMED WATER PIPE JOINTS( ROSSING OVER A POTABLE WATER MAIN, THE CRITERIA FOR MINIMUM
' EIGHTEEN (18) INCH VERTICAL SEPARATION BETWEEN LINES AND JOINT ARRANGEMENT, AS STATED ABOVE, SHALL BE REQUIRED,
;� �, AND BOTH PIPES SHALL BE D.I.P. IRRESPECTIVE OF SEPARATION. D.I.P. IS NOT REQUIRED FOR STORM SEWERS.
n 2. MAINTAIN MINIMUM TEN (10) FEET HORIZONTAL DISTANCE BETWEEN POTABLE WATER MAIN AND STORM SEWER, WASTEWATER 48 HOURS BEFORE DIGGING NOTE: INFORMATION SHOWN ON THE DRAWINGS AS TO THE LOCATION OF
MAIN OR FORCE MAIN, MAINTAIN MINIMUM THREE (3) FEET HORIZONTAL DISTANCE BETWEEN RECLAIMED WATER MAIN AND CALL TOLL FREE EXISTING UTILITIES HAS BEEN PREPARED FROM THE MOST RELIABLE DATA
POTABLE MAIN, STORM SEWER, WASTEWATER GRAVITY MAIN OR FORCE MAIN. 1- 800- 432 -4770 AVAILABLE TO THE ENGINEER. THIS INFORMATION IS NOT GUARANTEED.
_ SUNSHINE STATE HOWEVER, AND IT SHALL BE THIS CONTRACTOR'S RESPONSIBILITY TO
., 3. FORCE MAIN CROSSING POTABLE WATER MAIN OR RECLAIMED WATER MAIN SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL ` ONE CALL OF FLORIDA, INC. DETERMINE THE LOCATION, CHARACTER AND DEPTH OF ANY EXISTING
DISTANCE OF EIGHTEEN (1$) INCHES BETWEEN THE OUTSIDE OF FORCE MAIN AND THE OUTSIDE OF THE POTABLE WATF� MAIN
OR RECLAIMED WATER MAIN WITH THE POTABLE WATER OR RECLAIMED WATER MAIN CROSSING OVER FORCE MAIN. UTILITIES.
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f I 1', I JULY 1999
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SITE AREA 483 AC/210,50ro23 SF
100%
FLOOD ZONE C
Approved:
EXISTING ZONING MIXED USE
Date:
EXISTING LAND USE M -U
Job no.
BUILDING DATA
Revisions:
5UILDINL1 A
SHOPPING CENTER THREE STORY BUILDING
=" 1St FLOOR SHOPPING CENTER (RETAIL)
8,202 S.F.
1ST FLOOR SHOPPING CENTER (RESTAURANT)
2,661 S.F.
2ND FLOOR SHOPPING CENTER (RESTAURANT)
3,1-BI S.F.
2ND FLOOR SHOPPING CENTER (OFFICE)
9,581 S.F.
3Rp FLOOR OFFICE/RESIDENTIAL
14000 S.F.
TOTAL BUILDING AREA
25,241 S.F.
BUILDING COVERAGE
16,100 S.F.
PARKING DATA
BUILDING A
SHOPPING CENTER PARKING (1 PER 250 Sr-.)
23k41 S.F. 95 SPACES
OFFICE/RESIDENTIAL (I PER 200 Sr-.)
1,600 S.F. 8 SPACES
GENERAL NOTES:
- ALL PARKING TO BE ASPHALT PAVED.
- ALL PARKING SPACES SHALL BE DOUBLE STRIPED PER VILLAGE OF TEQUESTA CODE.
- SIX (6) INCH RAISED CURBING SHALL BE PROVIDED AROUND THE ENTIRE
PERIMETER OF ALL VEHICLE USE AREAS.
- ALL PLANTING AREAS SHALL RECIEVE 100% COVERAGE FROM A FULLY
AUTOMATIC IRRIGATION SYSTEM, EQUIPPED WITH A RAIN SENSOR.
- ALL LANDSCAPE ISLANDS SHALL BE EXCAVATED TO A DEPTH OF 30'
E BACKFILLED WITH SPECIFIED BACKFILL MIX.
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Designed:
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Approved:
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Date:
June 18, 1999
Job no.
99 -0404
Revisions:
July 30, 1999
Cad no. CAD02138
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LC C0001-11
Sheet Title:
5u i ld ine "A"
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Sheet No.
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Civic. and The Architect retains all common la, S46jujoty and other reserved rights. including the copyright
These drawings shall as, bco'-S-cj,;d or additions to this 0(6je4i or for Completion or this Project by Others except by agreement in writing by the Architect
As iOstiuMCOIS of service ' these documents are not COMPItit Of themselves and the Architect's continued services and advice are required for interpretation and
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