HomeMy WebLinkAboutAS-BUILT DRAWINGSTORMWATER MANAGEMENT CRITERIA SUMMARY
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COVENANT REFORMED PRESBYTERIAN CHURCH
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PEDESTRIIA PAVEMENT .
_ CONNECTION CONCRETE
DRIVE
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S 89°47 51
ARNOLD SURVEYING, INC.
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OMQNI PIASFD 4AL W A R"WA
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PROFESSIONAL SURVEYORS & MAPPERS
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FLORIDA LICENSED BUSINESS NUMBER 7903
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4888 N. KINGS HIGHWAY #425, FORT PIERCE, FLORIDA 34951
24 VERDE VISTA, FORT PIERCE, FLORIDA 34951
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PHONE (772) 708-1819 SURVEY@ASI-SURVEY.COM
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HORL SCALE 1•-2W
ORA,MI St CA
A OLD SURVl Gl 1 C PRO.ECT NO. 17ARl
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Mn - _ . .
FND 1,, IP
WEST 35.23'
NOTE: ALL ELEVATIONS SHOWN HEREON REFER TO
1988 N.A.V.D. DATUM. TO CONVERT TO 1929 N.G.V.D.
ADD 1.475 FEET
rl,
EXISTING
rrsm
CONCRETE
SIDEWALK
12" DRAINAGE PIPE
W.INV.=12.86
E.INV=12.65
x
kPRBP: M.E.S.
INV. = s2:60-12.28
l
I
C
ROIL 14' WIDE
VEHICULAR
CONNECTION
MAY 2018 PERMIT
THIS
ERP #56-01159—S
APPLICATION
CONTROL ELEVATION
11.02
11.02
MINIMUM ROAD CROWN EL.
13.64'
13.58
10 YEAR — 1 DAY STORM
6.5 INCHES RAINFALL
MINIMUM PERIMETER EL.
14.19(0.42 C.F.S.)
14.18(0.40 C.F.S.)
25 YEAR — 3 DAY STORM
10.8 INCHES RAINFALL
MINIMUM FINISHED FLOOR EL.
14.59(16.50)
14.58(16.50)
100 YR, 3 DAY, 0 DISCHARGE
12.911 INCHES RAINFALL
1035.05'
n- I
t°t+ El 10q,0°M101101
°j3 A)t A�° °,1pt i N , N ,°' I a,°
CONCRETE
aiii aaiiaaaiaiaii ■
35.7554.94' CARPORT
04 O
� � I
a � EXIST. BLDG. B
a o CO „'m I 1 STORY MODULAR
ro : 'm rrE=ls.55
h > 1 &to �LGD. HT. = 12'-0i
�-r4 x (TEMPORARY)
W ��A
35.75' 54.94'
HANDiG.tt�
SEPTIC
AREA
EXISTING OUTFALL
"NELSON'S DITCH'
PER S. F. W. M. D:---
PERMIT #56-01159—S
EXISTING
CONTROL
STRUCTURE
SIGN COVERED ENTRY SS w
.rn m EXIST. BLDG. C
kp
h°
f
i
BIKE
LIGHT 1 STORY CBS o
POLE CONCRETE n PAVILION
M
BLDG. HT. = 14'-0"
�.._ 70.65-
°p1
SANITARY— eh RACKPICNIC
HAND HOLD
L� .:iANITARY 164.0' CONCRETE
HAND HOLD SIDEWALK CHAINLINK
9HANDICAP (TYPICAL) FEN ,+t, CE
SIGN I EXISTING x x
PHASE II SANITARY /+fig SANITARY -ss +sqO MODULAR 72 W x x
HAND HOLD HAND HOLD s� 'ssz o MULTI -PURPOSE 173 I I
ARAMPP FACILITY J
131 EXISTING FIELD x
ff174
nze x
HAADP Rx20 1 ' RECREATIONAL AREA
5 q2° HANDICAP �
tHANDICAP
I
164.0' RAMP I q�, 11 x RAMP x
14.00 14.20 ' s sz f(
EXISTING q
DRY
DETENTION CONCRE
TE DRIVE ?' � s —
a a
AREA t swALE R
e .'
{ ... ... ... ... ... ... '1 ... ... ...�
fr — l.1, SWALE-
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EXPAND DRY DETETI(
AREA, SEE DETAIL
SHEET 4 OF 4
—
REVISIONS — BY DATE
REVISIONS PER ST. LUCIE COUNTY ENGINEERING RML 2 7 2019
REVISIONS PER APPROVED SITE PLAN RML 7 8 2019
ADDED AS -BUILT INFORMATION RML 1-30-20
SPARSLEY
WOODED
AREA
10' F.P.&
EASEMENT
630.77'
S 89047951 " E
COMPUTER
FILE REF. FIELD BK./ PG. 4400 BELLE GROVE DRIVE
FT. PIERCE, FL. 34981
PHONE: 772-530-8261
esi g n FAX: 772-464-1383
f" O U P, L L C enginpod2250ool.com
ENGINEERS, PLANNERS & CONSTRUCTION MANAGEF
STATE OF FLORIDA CERTIFICATE OF AUTHORIZATION NO. 28610
SPARSLEY
WOODED
AREA
10' F.P.&
EASEMENT
630.77'
S 89047951 " E
COMPUTER
FILE REF. FIELD BK./ PG. 4400 BELLE GROVE DRIVE
FT. PIERCE, FL. 34981
PHONE: 772-530-8261
esi g n FAX: 772-464-1383
f" O U P, L L C enginpod2250ool.com
ENGINEERS, PLANNERS & CONSTRUCTION MANAGEF
STATE OF FLORIDA CERTIFICATE OF AUTHORIZATION NO. 28610
BY
DATE
DESIGNED
RML
11-30-18
CALCS.
DRAWN
RML
11-30-18
DETAILED
CHECKED
RML
12/14/18
APPROVED
LEGEND
EXISTING ELEVATION
i
1�
= EDGE OF PAVEMENT ELEVATION
14.62
= EDGE OF PAVEMENT ELEVATION
14.12
TOP OF CURB ELEVATION
-�
= DIRECTION OF FLOW
Tl
= EXISTING SIDEWALK
= PROPOSED SIDEWALK/PAVEMENT
AS-BUILT DRAWING
THE CROSSING - PHASE III
GRADING & DRAINAGE PLAN
TE
KcCEIVED
FEB 13 2020
Permitting Departme
St. Lucie Count,,
:Z;�
2-l3-22
DATE: 11 /30/18
HORIZ. SCALE: 1 "=30
VERT. SCALE: 1"=30'
JOB No. 18-025
SHEET 3 OF 4�