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CONSTRUCTION PLANS AND SPECIFICATIONS
FOR
MISSIONARY FLIGHTS INTERNATIONAL
RECREATIONAL VEHICLE PARK
LOCATION MAP
i
ENGINEERS 0 SURVEYORS
-'b www.edc-inc.com
PORT SAINT LUCIE OFFIC
10250 SW VILLAGE PARKWAY
SUITE 201
PORT SAINT LUCIE, FL 34987
'M 772-340-4990
'M 772-462-2455
F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935
L.B. CERTIFICATE OF AUTHORIZATION 8098
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KEY WEST o0
9 A��
ALL ELEVATIONS SHOWN HERE
REFERENCE THE NORTH AMERICAN
VERTICAL DATUM NAVD88
SECTION 30, TOWNSHIP 34 S, RANGE 40 E
ST. LUCIE COUNTY, FLORIDA
PROJECT LOCATION
VICINITY MAP
LEGAL DESCRIPTION
THE SOUTH 200 FEET OF THE NORTH 245 FEET OF THE NORTH
1/2 OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF
SECTION 30, TOWNSHIP 34 SOUTH, RANGE 40 EAST OF THE
PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA.
LESS AND EXCEPTING ALL THE LAND DESCRIBED IN OFFICIAL
RECORDS BOOK 459, PAGE 2756, OF THE PUBLIC RECORDS OF
SAINT LUCIE COUNTY, FLORIDA.
LESS RIGHTS-OF-WAY FOR PUBLIC ROADS AND CANALS, IF ANY.
SAID PARCEL CONTAINS 5.2 ACRES, MORE OR LESS.
INDEX OF SHEETS
1. COVER
7. PAVING, GRADING, DRAINAGE PLAN
AS -BUILT SURVEY
FOR; PHASE 2
ASBUILT NOTES AND REPORTS;
1) THIS IS NOTA BOUNDARY SURVEY.
2) THIS IS AN AS -BUILT SURVEY FOR PAVING, GRADING, AND DRAINAGE.
3) REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. THIS SURVEY CANNOT BE
TRANSFERRED OR ASSIGNED WITHOUT THE SPECIFIC WRITTEN PERMISSION OF
ENGINEERING, DESIGN, AND CONSTRUCTION, INC. IT IS A VIOLATION OF CHAPTER 5J-17,
FLORIDA ADMINISTRATIVE CODE, TO ALTER THIS SURVEY WITHOUT THE EXPRESS PRIOR
WRITTEN CONSENT OF THE SURVEYOR. ADDITIONS AND/OR DELETIONS MADE TO THE FACE
OF THESE AS-BUILTS WILL MAKE THEM NULL AND VOID.
4)THE AS -BUILT ELEVATIONS SHOWN HEREON ARE BASED ON THE DESIGN ENGINEERS
PLANS.
LEGEND
99.99 oMoo ASBUILT ELEVATIONS
�qp ASBUILT ELEVATIONS
I, MICHAEL T. OWEN, DO HEREBY CERTIFY THAT THE PAVING
GRADING & DRAINAGE AS-BUILTS FOR PHASE ,2 SHOWN HEREON ARE
BASED ON THE ENGINEERS DESIGN CAD FILE FOR THE PAVING
GRADING & DRAINAGE PLAN AND ARE TRUE AND CORRECT TO THE
BEST OF MY KNOWLEDGE AND BELIEF, AS OF MARCH 31, 2020 BEING
THE LAST DATE OF FIELD WORK. ELEVATIONS ARE BASED ON THE
DESIGN ENGINEERS PLANS AND ARE RELATIVE TO THE NORTH
AMERICAN VERTICAL DATUM OF 1988 (NAVD-88). ALL DATA SHOWN
ARE IN U.S. FEET. THE AS -BUILT DATA
SHOWN IN THIS TYPE OF TEXT
CONSISTS OF THE FOLLOWING: HORIZONTAL LENGTHS AND
VERTICAL ELEV TIONS OF THE PAVING GRADING AND DRAINAGE rE
IMPROVEMEN FO HAS OF THE CT IN QUESTION.
THIS IS NO A BO AR RVEY.//�/ A - q
MW� ER
MICHAEL T. OWEN SIGNArJRE DATE--,
PROFESSIONAL
ATE PROFESSIONAL SURVEYOR AND MAPPER------"
FLORIDA REGISTRATION NUMBER'5556
SLC PROJECT
NUMBERS
MNSP 420175121
RZ 420175120
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0 30
( IN FEET )
1 inch = 30 ft.
WAREHOUSE
PCN: 1430-311-0006-000-1
FUTURE LAND USE: MXD
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L.F. SWALE @�0.28/o
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EX. 8 PVC WATER MAIN = - - - -
- - - - S89°5�v"�41'n'�_ - _2997 0.1%
r�rnr�nn
rwrvcvEi9$ L.F. SWALE @�r97% >
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15.00' WIDE FPUA EASEMENT 18.40
PER ORB. 765, PG. 226
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STEEL. BLVD.
VACANT
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(PRIVATE ROAD) :,
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SOD ALL DISTURBED AREAS TO INCLUDE GRASS
WITHIN THE RIGHT-OF-WAY,MEDIAN TRANSITIONS
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0.24/°
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TO PROPERTY LINES AND ANY AREAS DISTURBED
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BY CONSTRUCTION ACTIVITY ASSOCIATED WITH
VACANT
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THIS PROJECT . CONTRACTOR TO MATCH
SURROUNDING GRASS WITH THAT OF EQUAL TYPE.
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EX TOE OF -SLOPE ---------- I
------------------------
----------------- ;, EAST LINE OF 7 I
---- THE SOUTHWEST OU OF THE WEST ON OF
SECTION 30, TOWNSHIP 34 SOUTH, ay SECTION 30, I
2 SEE SECTION B -B RANGE 40 EAST SEE SECTION A -A TOWNSHIP 34 SOUTH,
U SHEET 8 D SHEET 8 RANGE 40 EAST I
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( IN FEET )
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ASBUILT NOTES:
0 20.27 20.40 COTTAGE w COTTAGE 15" RCPT 9 -BB% COTTAGE COTTAGE w .
@o.00 /° I c. a I
W J ° r7 o ao ° ¢ I i AIRPORT 1) THIS IS NOT A BOUNDARY SURVEY.
n SITE 4 F.F. SITE 3 F.F C' SITE 2 F.F.E. SITE 1 F.F.E. �� I I
CB #9 (PHASE 2) I I PCN: 1430-131-0001-000-4 2) THIS IS AN AS -BUILT SURVEY FOR PAVING, GRADING,
= 19.72 21.00 MIN 19.4 21.0 IN 19.85 21.00 MIN 19.62 21.00 MIN 11 I I AND DRAINAGE.
19.69 I NOT STRUCTED 27-19 ; ® POOL & DECK PHASE 2 a LL I I FUTURE LAND USE: T/U 3) REPRODUCTIONS OF THIS MAP ARE NOT VALID
O NOT STRUCTED 7-19 50 OT ST TED 27-1 61 .66 NOT STRUCTED 7-19 .45 �' r_ ( ) I I I I ZONING: IL - CO
- I WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL
J_
DORMITORY BUILDINGi I OF A FLORIDA LICENSED SURVEYOR AND MAPPER. THIS
19.65 19.80 '' 19.63 19.33 FLOOR AREA = 6,558 S.F. w I i SURVEY CANNOT BE TRANSFERRED OR ASSIGNED
19.6 SA SA 19.07 F.F.E. 21-68- �' I I WITHOUT THE SPECIFIC WRITTEN PERMISSION OF
o Mx: i 1 64 19.38 �:`, 19.3 56 21.04 Q
S
ENGINEERING DESIGN
AND CONSTRUCTION INC. IT IS A
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Pi)OL E KEL.'TO w,,,,
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LU 19.70 9fi^sL.F. INV. 19.59 19.36 19.31 19.26 19.47- 4grsL.F. INV. 19.82 19.40 19 30 CB #4 70 0.16% BE SET B POO I I
19.53 H.P. @ -ate PRIOR WRITTEN CONSENT OF THE SURVEYOR.
F-
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9;,::�:; CR. . , ., 0:50 20.30 •� _
l I I III .:4.. ° 20.62 I ; THESE AS BUILTS WILL MAKE THEM NULL AND VOID.
_ , , �@ COVERED VE$ED .
ai s� -s`� 19.30 �- 46£rL.F. INV. s" 19 01 0.5j sA 19 74 „ 26 ENTRY FLUSHQRCH I I ) N ARE
U : 19.54 749 AR9 I : BASED ON THE DESIGN ENGINEERS PLANS.O
19.1 19.40 CB #5 19.70 19.79 19.67 CR. @5@ 19.44 19.30 ��'6 h p e ... . > .:; s� ;. MES #2 I ;
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p ` 24" RCPT . sr8 20.24 20.30 �7 V v7
@0.00% < _ 7g 20.80 a? 20.80 In
Z 9.75 \ y 19.3 ti19 $2. 19.8 ° 19J30 S C r I °9 - I EX. 8"PVC WATER MAIN
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W 1 ASBUILT ELEVATIONS
19.67
20.12 12" FLUS EADER
19
2 MH CURBS E DETAIL ASBUILT ELEVATIONS
20.14
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19.99 21.10 �.
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TYPE 'D'
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20.03 20.06 20.10 20.04 20.00 20 00 5 20.05 20.02
20.02 20.58 19•$9 TYPE@'curb installQ15 L.F. TYPE' ' no curb installed MES I �I
0 298 0.10% 68 0.29°/� ` nd�cs' in (led 20.60 o CURB 20.60 CURB & GUTTER21.00 0 20.2$ #3 I 21.06 i z
> E6Fb4BE�98 L.F. SWALE $0�% - _ _ _ RESRikBE 6PrL.F. SWALE 9.22%
z - - - - _ @ _ - - -y X. CATCH - @ \ 20.77 A N 20.41
Q --tea--.-.-.-. -.-.-. -. -.�� -. a?= -� �. �\ �` 20.41 N I I I
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zz SHEET 8 ` / ," ---- �R� fN 20.57 19.90 I
--- �\ ` 0 1g/ °;� _ a 9.83 11 ; I EX. WATER VALVE
_ X. ASPHALT Roao �dtiyit5 ��� �; 19.80 S89°51'55"E 229.78' -- -- L.F. SV�IALE @ 1� I �� I I ; i ICON PAD RIM=20.86'
_ _ - --- - --- -- ---- -- - -- --- PER ORBFPVA EAS , 'TER. NO ° ---- -j I� 1 W
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EX. CATCH _ OLLI I
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J iL BENCHMARK NO. 1 18.80 TE E L B L V I I �ML � }' I
1870' (NAVD 88) - 19.00 19.19 I I W .. i .y
- - - - - - - - - - - - - - - - -- - --
--
--
SEE SECTION E -E (PRIVATE ROAD)
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LEGEND
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PROPOSED SIGN
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HANDICAP STALL
EXISTING CONCRETE
EXISTING PAVEMENT
PROPOSED PAVEMENT
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PROPOSED CONCRETE
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SLC PROJECT
NUMBERS
MNSP 420175121
RZ 420175120
E*:
ENGINEERS Q SURVEYORS
PORT SAINT LUCIE OFFICE
10250 SW VILLAGE PARKWAY
SUITE 201
PORT SAINT LUCIE, FL 34987
'P 772-340-4990
n 772-462-2455
-'6 www.edc-inc.com
F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935
L.B. CERTIFICATE OF AUTHORIZATION 8098
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J.R. HARRISON, P.E.
#82270
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10250 SW VILLAGE PARKWAY, SUITE 201
PORT SAINT LUCIE, FL 34987
772-462-2455
16-129
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