HomeMy WebLinkAbout2004 - Paving & Drainage Site PlanEXISTING GRADE EL=10_6+/-
EXISTING 18" CULVERT INV= 8.2 +/-
12" MIN +/-
- - N 21° 06' 39" W
S.INV= 14.00 -
/ E.INV= i 0.,`.0
Ji
-IMFlllv-
ypH��-1-... _- ..._ j � I ,
E INV - 10.30
i if
s
)
,
1--_
cam_ - ..._. 1 P
20" X 4" TS & V-,\
602.4 1 EXISTING 20" DIP FORCE MAIN
R = 85.00'
i
Q = 133.31
)0 /
).30 /
r
%.. j J., FU URf ,' DEVELOP EN
Ll
ci
v
Lr' l
7
LOCATIOIm MAP N
8 PVC SS INV = 6.44 /� 1 ` / ;'Av/'
/� f`:TOIv1AlAFER �' SITE INFORMATION
I;lYa
/, / / '� / ;/ / � 1 •,1 `+ ',I _ '\ � I OWNER
HENRY FISCHER AND SONS, INC.
10729 U.S. HIGHWAY NO.1
%% / // % \ I I SEBASTIAN, FLORIDA 32958
co j / /• i I� 772-589-3159
` \ f i T I 1, '
ZONING LAND USE
E�XI NG RETENTIr1iv AREA : f I I
/ `� " _ CG COMMERCIAL
// // _,\ ! / ./ ` :.11 1 •.' i ,'I 1 F'. ITI; l� c JTO F; N1 ti�/,Ai" F_ R i
/--------- --' I r I I I Q
�I-_MEN I I F.A.. ( I
BUILDING HEIGHT
r r• `" ._ ' I I I I EAVE HEIGHT = 20'
EXISTING AREA
` � I
CONSTRUCTION SCHEDULE
START CONSTRUCTION MAY 2004
/ iL END CONSTRUCTION OCTOBER 2004
/t I'' V = 6.7 TAX PARCEL I.D. NUMBER(S)
N N V = 6. - EXISTING --- - --- ----- �"
' � `•� i � 17-31-39-00000-3000-00003.0
\ - \ DAIt�1FljLD 17-31-39-00000-3000-00003.1
�, 15' EASEMENT \ �-- SITE ADDRESS
. I115
I I I f ' / 1 j I
/ \ I C
h,.,, ( f 61�- f (1!= !- ` 10729 U.S. HIGHWAY NO. 1
CIVO ✓;� °
� SEBASTIAN, FLORIDA 32958
�`. - - - TOP - 14.00FOP=I _
� "; 1 1.0012N
H - 8
�� S INV == 0:.10 N INV = 6OP=1 1.00 FUTURE MOBILE �Z
D' MPST R ��; ,, _ E INV' 6.Ot; S INV = 6INV = 6.54 CATIONS
�� -MH1 1 INV %5.6t:i INV - 6.49 HOME LOCATIONS
N ® EXISTING GRADE EL 10.77+/ _ _ EXISTING ROAD
EXISTING LIF-TSTATION TO BE " NO Nv12.00 84 INV = 8.0
ABONDONED EXISTING SERVICE - S INV = 7.00 ,
JjE 0 E IROIT \ E INV = 5.74 I
h_\
ST;\TION ;=7 W 16� = 5.79 (FUTURE) p OPOSED pVC @ 0.40%FUTURE CONNECTION:; - 1� PROPp ? 1 9 LF OF 8 <� Ng
s� sQ
/ \\ SED `'" C. c EXISTING CULVERT INV= 8.0 /-
- 2 LF x�C
N '
OF
1.... - S`L'Y
VIC Y� C.0
FUTURE CONNECTIONS I 88 o. - - -- (� „
/ i� 75 LF -4 LF �o - I I PROPOSED 12 PVC FM
OF _ _�- `� 12" MIN
PROF OSED LIFT STAT ION 1• iO ,LZ.ZZN
20" X 20" UTILITY :� _ -� ..►
C . F a ♦ s _ Aft
fT
EXISTING I I ( TOP -1 .00 EASEMENT � ti .r i° s � -MH-9
FUILDINC,
u INLI:T INV 5.7 2� TOP= 11.00
/ F -E=1 1.25 1 " SERVICE LINE (MIN 36" C E �- e . c9 � rn r °o �s�a''�"�' a �`'�*� s "
* �?�' `'' Q ;# ¢ INV = 7.30 PROPOSED 4 PVC FM
iftC. 61 :,.- - -" '
_--M H- 7 TO BE MAINTAINED BY IRC
W 8 Qa
TOP=1 1.00 I EASEMENT I' 'ro �� r
( O " ' •• `r°-TDf� C.0 Zi I ON-SITE BENCHMARK x�r
IRJJ = .30 EXISTING APARTMENTS `' o �� a' o TOP NAIL
IN - )D.sBOX-CUT
' NGw
i/ FFE=12.70 o_ o_ o o �p 12" X 4" TEE
$g ONCRETE P, RKIN
1 I I dip OcC Cq 3 p �• Q P a /�i I GREASE TRAPS
C.01 kt♦> XCp TOP 4' PVC (Sww LLw)
L0 e I I ELEVATICN - &98' NGVD
TOP 3' PVC (Gres» Trap UAH)
EXISTIN XISTIN ra' ,6'# ,� .' � o ELEVATION - o.zr Ncw
/ 3UILDIN UILDIN T I �II,r Fill ' [ k •� • I I i Iog' o o m
WE= 12. 5 F E=10.65 I W' pf pII
CONCRETE PARKING W + o �J y'ni i O %'
�•- '� " , CONCRETE PARKING C o �w ' 3'd°�i I O i Sankary Swx Na�de
10 UTILITY EASEMENT .ti ! � ,I _o ,, w �. rw.ah Rh, Ems.. iaz7' Nqva
y a 111,E ?=ocOD II III II� # xiI „
yg"a�', o '� o PROPOSED 1 SERVICE LINE
1 „ SERVICE TAP
\ r' WESTERLY R/W UNE UISUHIGHWx0 0 p
SIT
�GHUMANN DR
48 HOURS BEFORE DIGGING
CALL TOLL FREE
1-800-432-4770
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
" I ,4O'Z9S M,LI,ZZBZIF- •� w Z6I 3,LI,Z ZS N S•9
S 25` 22' 1 %" E PROPOSE 5/8 METER WITH-774-35
�. `�. L
♦<iPZ BA KFLOW PREVENT ER _I 7 7 q ' _ _ -� ♦� _„� „.. w%...E oT \ �*
U•rnm!cop,-
7-
� ♦ *r >r>rs
- r, o �,8� �' -•LL - •IP- CONTROL PANEL BOX � �6�.
/ 7 1 SERVICE TAP I� 0 05'xT CONC PAD I�
EXISTING 10" PVC WATER MAIN ... PROPOSED`�1" METER WPNPZ �.- C! �-
sOUIHBOUND LANES BACKFLOW PREVENTER EXISTING 10" PVC WATER AIN
CRASS MDIAN
GRASS MEDIAN �w r � ^ GRASS YES =:.
an - � 120 Rw ;'; USS N�HICAHWAY No. t��':.
9:
-10.iN ..� -'► NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX
U . HIGHWAY N O . 1 ° NORTHBOUND LANES N' FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR
-► -10. -► -•► PROPOSED GRAVITY- OR PRESSURE- TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED
WATER NOT REGULATED LNDER PART III OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE
BETWEEN WATER MAINS A',ID GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF
THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. NEW OR RELOCATED, UNDERGROUND WATER
MAINS CROSSING ANY EX,STING OR PROPOSED GRAVITY -OR VACUUM -TYPE SANITARY SEWER SHALL BE LAID SO THE OUTSIDE
OF THE WATER MAIN IS .T LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE
OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE.
AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ANE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR
BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE.
ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE
FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED
UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY -OR PRESSURE-TYPE
SANITARY SEWERS, WASTLRWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER
PART III OF CHAPTER 62••-610, F.A.C.
PAVING AND DRAINAGE SITE PLAN
1 " = 40' - 0"
AARON J. BOWLES, P.E. # 55313
0
a- N M d• In 0
� p
0 I
t\ N O
O ft� Q Q
w
0
Q
z
Q
CC Q
13 j
in 0.
Z W
Q
a�
z
%-EET
cl
OF 2
04-174
Q
6
Z
C
�
Qd
w
N
IQ
a
a
M
O r
U
Z
00
�
0
°°
a
o
w °°
wi
I
I=.
lL3
r '-
=
Olt
rh
o
W
r
U
N
H
In
w
zx
e
m
0<
LL
z
zIN
0
a
Qo
>
''m
V+
0
2
w
0
Q
z
Q
CC Q
13 j
in 0.
Z W
Q
a�
z
%-EET
cl
OF 2
04-174