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go EXIST 15' RCP
Nis kTUEUV 5,65
1 8*R CP DRAINAGE CALCULATIONS
TRROAT ELEV 7,77*
FL ELEV 5.40 FLf LEV 5.15
"C" FACTOR
-WOAT Et 7. 3 TH OAT EL 7 07' AREA OF BUILDING = 8,345 SF WEIGHTED 'C" FACTOR
Ft IEV 4.6 AREA OF PAVING - 14,000 SF
W OAT ELE 7.11'
STORM WATER RETENTION FIELD TOTAL IMPERVIOUS AREA- 22 .345 SF, 0.95 0.61
TOTAL SITE AREA = 34760 SF
C14
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6" SIWER, LATERIAL TO TOTALPERVIOUS AREA- 12,415 SF 0.20 007
220.00' S 20*28'35"W
31
0.68
4" BUILDING SEWER TO PL �PRO\APE CQ*AT E!4
TOTAL AREA (34760 SF)g 1/2"/12*/FT- 1,448 CIF RETENTION REQUIRED
400 PROPER YLINE
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USE 100 LF EACH SIDE
BASIS 'OF FLOW DESIGN
EXIST V WA METER
z AREA OF PAVEMENT AND 1/2 BLDG- 16172 SF/2- 8086SF/43560-0.185 ACRES w
V) LENGTH OF TRAVEL CROWN TO INLET 1,30 FEET z
SLOPE 0.6 FEEI = 0.46%
TIME OF CONCENTRATION FROM SEELYE 10 MINUTES; 1 9.1 IN/HR
Lo Q-AIC--; 0.185x9.Ix.95=1.6 CFS 0 ,
mm V) LL
a Elm SIDE YARD= 15'x6O'-900 SF/43560-.02 ACRE
E AND REAR, YARDS TO PERCULATE THRU A, FEW INCHES OF SANDY SOIL
lu UJI
TO THE DRAINFIELD THE DRAINFIELD HOLDS 1442 CF OR RETENTION ABOVE THE 8.0'
NBE P LYET TUBE Lo PER HOUR
'111. 4 POL)ETH�IENE 4 V) AVUAL HIGH WATER LEVEL, IT IS MANDARIN SAND AND WILL PERCULATE 0.6
z THE HYDRAULIC LOADING FOR A BED 18" DEEP 50% VOLUME IS 9" OF WATER IN 36HOURS
e V) OR IS EQUAL TO 0.25 INCHES PER HOUR- THUS THE LOADING IS LESS THAN PERMITTED
Y)
11,...........
>
\E
A S P H A L T P A ELM N T 1100
SWALE
Ln
TRENCH INLET w
BM
1 1 ,
SANIT)RY MAN LEI__o ">�y
N20*2a'35"E
RINI ELEV 10 —IoDRAIN SEWER EASEMENT 154, 1 VxV �IGHT POLE
IfIv. ELEV 5.0 9' N 2 0'2 8'3 5 E 10.00' N69*31'25"w
CURB INLET EXISTING 240 CURE3 & GUTTER kin
AT-LDED SHUT
\A 4_0
.0 c
0 >
,NY L_
0 o- o
jy
S T A T E R 0 A D A 1 A M A Y P 0 R 'F R 0 A D
WE FUM NVOL,
f
PRECAST CONCRETE BUMPER BLOCK
m 1/2 - -00
3-3 r
t4-4
MATCH PAVEMENT SLOPE AND VALLE
. 1/40 STL PLATE 7�r 2" PVC
2" CONTINUOUS SL
f
USE TYPE D GRATE CASTI
X/
6. it
2'-Y a* 5" 64�
4A 41a
NEENAH FOUNDRIES FRAME COVER
FR" 213 tAll R-1793-HL LIGHT DUTY
ITW " Quit 1w In
SPACER BOLTS AND NUTS AS REQD 6,
$AW, CUT
APPROX. WEIGHT 280 LBS
4 121# PVC PIPE
4 SLOPE AT 0.37, TO CATCHBASIN
TVs 0 GRATE
4
4
V) 0
44 75
TT
44
24*)f24* CONCRETE ENCASEMENT
4 a 24* DEEP SKIRT WITH 3' CLEARANCE
4 MANHOLE FRAME COVER
ALL AROUND CATCH BASIN
Is
'a 30001 CONC FOR OIL TRAP,
4
BRACKET OFF OF BASIN SYTUCTURE
_J:
VALLEY
#4 AT 12- Oc
DRAIN DETAIL
a* 24
NO SCALE
EACH WAY
A
12 PVC
TYPE D CATCHBASIN
6"XI 0* 2500? CONCRETE CURB ' 0 0
OIL' BAFFLE DETAIL
(TJ
IwR 6 1: 1/4* ASPHALTIC CONC SURFACE COURSE,
D.O.T. TYPE 11, 1,800 LBS H.F.S. /"vo�N
SEE PLANS FOR FINISH GRADE ELEVATIONS
co
Z— REINFORCE BASE SLAB wl #4 0 10' 0.C.E.W.
LBR 75., .100% MAX DENSITY A.A..S.H.O. T-180'
6 12"' STABILIZED SUB BASE, MIN. LB.R. 30, MAX PLAS11C �ZREINFORCE WALLS wl #4 0 12'8 O.C.E.W.
w COMPACTED LIMEROCK BASE MIN
InINDEX OF 6, -COMPACTED TO 987* MAX DENSITY, A.A.S.H.0, T-180
MQUINA & ASSOCIATES
5ECTIOti SHEET
CONSULTING ENGINEERS
PAVING AND CURB DETAIL
FRUIT COVE MEDICAL PLAZA
1/2" 2X2 J—BOX
774 S R 13, MANDARIN,32223
t:�4,I
SCALE: 1/2'0 ST. JOHNS COUNTY. FLORIDA
(904) 262-5314
of'I
OF
BM
or
L�V 14�6
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rLE
.... ...... --------------------
go EXIST 15' RCP
Nis kTUEUV 5,65
1 8*R CP DRAINAGE CALCULATIONS
TRROAT ELEV 7,77*
FL ELEV 5.40 FLf LEV 5.15
"C" FACTOR
-WOAT Et 7. 3 TH OAT EL 7 07' AREA OF BUILDING = 8,345 SF WEIGHTED 'C" FACTOR
Ft IEV 4.6 AREA OF PAVING - 14,000 SF
W OAT ELE 7.11'
STORM WATER RETENTION FIELD TOTAL IMPERVIOUS AREA- 22 .345 SF, 0.95 0.61
TOTAL SITE AREA = 34760 SF
C14
P/L
6" SIWER, LATERIAL TO TOTALPERVIOUS AREA- 12,415 SF 0.20 007
220.00' S 20*28'35"W
31
0.68
4" BUILDING SEWER TO PL �PRO\APE CQ*AT E!4
TOTAL AREA (34760 SF)g 1/2"/12*/FT- 1,448 CIF RETENTION REQUIRED
400 PROPER YLINE
o I i__ or - - I I . . pvc
BUILDING
BUBBLE UP NEWSWALE
z I I
FIN FL EL 12.0'
12* PVC 0 SWALE CA HBASIN
SWALE W P\�C 0 If EXJST GRADE OVERFLOW EL 10.18 SOUTH
R.E. CC?U R B
ELEV 9.5' NORTH
T PE D' BUBBI JE-- I.E. 0
=770
*4H 0 .41 1 - 4 - 43
w 10
TCHBASIN f�E ROAD
1 2 9 4
1. 7.80 �:Q4 A
2—WATEA 0 E P.�' , a 4 9 . <
VALVE
AND
a BUBBLE-'Up
u
CATCHBASIN 4
evp(/c . 4 -------------
150, 30 1 308' 30* 15'
FIN FLOOR ELEV 12.0 TAL
L U" io�
0"' C, iWe
u LJ 02 RETENTION SCHEME
2 F
Ln 0 VOLUMEAF= 10x1.5/2=7.5C
USE 100 LF EACH SIDE
BASIS 'OF FLOW DESIGN
EXIST V WA METER
z AREA OF PAVEMENT AND 1/2 BLDG- 16172 SF/2- 8086SF/43560-0.185 ACRES w
V) LENGTH OF TRAVEL CROWN TO INLET 1,30 FEET z
SLOPE 0.6 FEEI = 0.46%
TIME OF CONCENTRATION FROM SEELYE 10 MINUTES; 1 9.1 IN/HR
Lo Q-AIC--; 0.185x9.Ix.95=1.6 CFS 0 ,
mm V) LL
a Elm SIDE YARD= 15'x6O'-900 SF/43560-.02 ACRE
E AND REAR, YARDS TO PERCULATE THRU A, FEW INCHES OF SANDY SOIL
lu UJI
TO THE DRAINFIELD THE DRAINFIELD HOLDS 1442 CF OR RETENTION ABOVE THE 8.0'
NBE P LYET TUBE Lo PER HOUR
'111. 4 POL)ETH�IENE 4 V) AVUAL HIGH WATER LEVEL, IT IS MANDARIN SAND AND WILL PERCULATE 0.6
z THE HYDRAULIC LOADING FOR A BED 18" DEEP 50% VOLUME IS 9" OF WATER IN 36HOURS
e V) OR IS EQUAL TO 0.25 INCHES PER HOUR- THUS THE LOADING IS LESS THAN PERMITTED
Y)
11,...........
>
\E
A S P H A L T P A ELM N T 1100
SWALE
Ln
TRENCH INLET w
BM
1 1 ,
SANIT)RY MAN LEI__o ">�y
N20*2a'35"E
RINI ELEV 10 —IoDRAIN SEWER EASEMENT 154, 1 VxV �IGHT POLE
IfIv. ELEV 5.0 9' N 2 0'2 8'3 5 E 10.00' N69*31'25"w
CURB INLET EXISTING 240 CURE3 & GUTTER kin
AT-LDED SHUT
\A 4_0
.0 c
0 >
,NY L_
0 o- o
jy
S T A T E R 0 A D A 1 A M A Y P 0 R 'F R 0 A D
WE FUM NVOL,
f
PRECAST CONCRETE BUMPER BLOCK
m 1/2 - -00
3-3 r
t4-4
MATCH PAVEMENT SLOPE AND VALLE
. 1/40 STL PLATE 7�r 2" PVC
2" CONTINUOUS SL
f
USE TYPE D GRATE CASTI
X/
6. it
2'-Y a* 5" 64�
4A 41a
NEENAH FOUNDRIES FRAME COVER
FR" 213 tAll R-1793-HL LIGHT DUTY
ITW " Quit 1w In
SPACER BOLTS AND NUTS AS REQD 6,
$AW, CUT
APPROX. WEIGHT 280 LBS
4 121# PVC PIPE
4 SLOPE AT 0.37, TO CATCHBASIN
TVs 0 GRATE
4
4
V) 0
44 75
TT
44
24*)f24* CONCRETE ENCASEMENT
4 a 24* DEEP SKIRT WITH 3' CLEARANCE
4 MANHOLE FRAME COVER
ALL AROUND CATCH BASIN
Is
'a 30001 CONC FOR OIL TRAP,
4
BRACKET OFF OF BASIN SYTUCTURE
_J:
VALLEY
#4 AT 12- Oc
DRAIN DETAIL
a* 24
NO SCALE
EACH WAY
A
12 PVC
TYPE D CATCHBASIN
6"XI 0* 2500? CONCRETE CURB ' 0 0
OIL' BAFFLE DETAIL
(TJ
IwR 6 1: 1/4* ASPHALTIC CONC SURFACE COURSE,
D.O.T. TYPE 11, 1,800 LBS H.F.S. /"vo�N
SEE PLANS FOR FINISH GRADE ELEVATIONS
co
Z— REINFORCE BASE SLAB wl #4 0 10' 0.C.E.W.
LBR 75., .100% MAX DENSITY A.A..S.H.O. T-180'
6 12"' STABILIZED SUB BASE, MIN. LB.R. 30, MAX PLAS11C �ZREINFORCE WALLS wl #4 0 12'8 O.C.E.W.
w COMPACTED LIMEROCK BASE MIN
InINDEX OF 6, -COMPACTED TO 987* MAX DENSITY, A.A.S.H.0, T-180
MQUINA & ASSOCIATES
5ECTIOti SHEET
CONSULTING ENGINEERS
PAVING AND CURB DETAIL
FRUIT COVE MEDICAL PLAZA
1/2" 2X2 J—BOX
774 S R 13, MANDARIN,32223
t:�4,I
SCALE: 1/2'0 ST. JOHNS COUNTY. FLORIDA
(904) 262-5314
of'I
OF
BM
or
L�V 14�6
�OAT E
C
C.
rLE