HomeMy WebLinkAboutSurveyPERMIT 111 2106-0032
- \ LEGEND OF SURVEY ABBREVIATIONS
A DELTA ANGLE H.W. HEAD WALL
`y I MC AIRAV CONDITIONER LENUE ENGTH
POLE
/ BABE AVERAGE MEASURED
BEARING BASE M.H. MANHOLE
LOT :12 LOT 11 LOT 10 i LOT q L..t,ST 3
OCCUPIED OCCUPIED OCCUPIED OCCUPIED - OCCUPIED LOT R BASELINE M.H.W.L. MEAN HIGH WATER LINE
B.M. BENCH MARK NON.. MONUMENT
FIND CAP OCCUPIED B.S.L BOULEVA SETBACK LINE N. NAIL Sc DISK
BLVO. BOULEVARD S N. NORTH
CUR) C, CURVE No. NUMBER
A FND C.B. CHORD BEARING N.IC. NOT INCLUDED
YJ 0.5S. 0.2E A'Y 30'+/- EXISTING SWALE 00 0' BENT IR C.B.S. CONCRETE BLOCK O.H.W. OVERHEAD 'WIRES
320.00 D CHORD DISTANCE
. _ 0' O.Y$ CHORD DISTANCE
P.K PARKER KALON NAIL ('� AGE
q¢ CENTERLINE P. PLAT
0 ap '- BOLO' -- :. 800 .- .� 80.0' � 80.0'
CLF. CHAIN LINK FENCE P.C. POINT OF CURVATURE
0 9(10 I UNDERGROUND � ELE. 3 P.C.P. PERMANENT CONTROL POINT
CABLE BOX 10' UTILITY + DRAINAGE EASEMENT FND } IP 0 BOX A TE M DISTANCE P.I. POINT OF INTERSECTION
21, 10.2'NII '� C.M. CONCRETE MONUMENT
4' GLF I -- _.. p-` ,.p-®^: "".__.. ,., ....._C...,.-..-.p_._ m.__L.. a.., ' �A C.M.P. CONCRETE W METAL PIPE PP.M. POWER .L PROPERTY LINE
-T. >_�_... _- _ I _^ ..O.___........_. CONIC. CONCRETE
WATER P.O.B. POINT OF METER
pNNINC
O.G'W O I /(n,O'j 1. \ P.O.C• POINT OF COMMENCEMENT
5' CLEF CT. COURT
N SET T.B.M. 5' CLEF / I N I O.O'E 84S. CORNER P R�. RRM�T REFERENCE MONUMENT
C CONCRETE BLAB PRO POINT OF REVERSE CURVE
ON P.K. IN 10.5' gg
POWER POLE E%I' ^NG 2P q D.& D� Bodo rL POWER POE
p sip_ EL.-21.63•. jj p� CBS. O O I 23.1' CEP DEPARTMENT OF
R/W RIGHT WAO. RADIAL OR AY
30.0' { SHED O 5 I 31.0' - - - ENVRONDIST. DISTANCE
MINTAL PROECI ON SS. EC. SECTION
M I{ DNR DEPARTMENT OF
v G _.. EXISTING NATURAL RESOURCES SO.FT. STATE ROAD
?' ALU". DR. DRIVE ST. STREET
W 1• PROP. ,Y� ' I ® N SHED 0 L EAST ESMT. EASEMENT STA. STATION
d- j'` N ELEC. ELECTRICAL
.p SHED a WELL EL ELEVATION SUB. SUBDIVISION
N EL.-22.5' N Y LOX EDGE OF WATER T.B.M. TEMPORARY BENCH MARK
F.F. FINISHED FLOOR 'TELE. TELEPHONE
Y 11.0' T.O.B. TOP OF BANK
WOOD 'FND. FOUND TO°0. TOPOGRAPHICAL
y. I F.' FIRE HVOOWER
24.0' 30.0' g ALUM. DECK PAV _ I.P. FLORIDA Poxm a uOxT TR. TOWNSHIP
LOT 1� - ' ABOVE 5,• ER W K L.07 24 I.P. IRON PIPE
75'R I.R. IRON ROD U e D UTILITY A DRAINAGE
OCCUPIED �@ BLOCK 31 y I°POOLED �, OCCUPIED inn: IRRIIGA71ON U.R. VEST BUi
LOT 20 LOT 21 ,X GOVT GOVERNMENT W.
WATER METER
y LOT 23 OR. GRADE WV WATER VALVE
A \ % • HOHZ GROUND HORIZONTAL �' COMBINED LOTS
. H.P• HIGH POINT
4' CLF I O 15.2' q,0 �1�, , i �b q�9 9 r�.(_4�
O.O'W I L_. .._�. _.y O PORCH / /"� /"� V' A
_.___..rM'.... - 4 17G.5' ` ti�D 'Y;1 " 0.2, O 12.1' VER. - r T--I
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 5 v
33.0' s
17.1" ' LEGAL DESCRIPTION ALL OF LOTS. 20. 21. 22, 23,
y i p� LOT 22
1 STORY >? 5' CLF BL31
OCK
GB5. CARPORT o O.2w LAKEWOOD PARK UNIT NO.4
r 1 I N #7807 EL-22.1 «� r ACCORDING TO THE PLAT THEREOF AS RECORDED IN
F.F.EL.=22.8'
a -I G' woo '• GARAGE ,/ PLAT BOOK 11. PAGE 2 OF THE PUBLIC RECORDS OF
FENOE EL.-22.T i A
( 0 tiro � 01 0`� 5T. LUCIE CO.. FLORIDA. SAID LANDS LYING IN 5T.
l as.r N v.r - LUCIE CO.. FLORIDA.
,y0 PORCH 289' e5 \
C `f CONTAINING O.qG ACRES MORE OR LE55
/l 3.7�IAVE SURVEY NOTES:
5 I 1. LANDS SHOWN HEREON WERE NOT ABSTRACTED
o P E A K. FOR RIGHTS -OF -WAY AND/OR EASEMENTS OF
y� °I a A RECORD.
corNc. 2. THIS SURVEY IS CERTIFIED ONLY TO THE BELOW
MED INDIVIDUALS.
I OWE901 o*F 3.4LEGAL DESCRIPTION SUPPLIED BY CLIENT.
,y A q, �(g, ti 4. SO. FT. OF HOUSE (IF SHOWN) SUPPLIED BY
- 80.00, - 80.00, - :0.00, a - 80.00, ti' CLIENT.
do �' , �� FND }' IP SL ' i IT'IES THAT ARE
BENEATH THE URFACQ. NU STRUCTURES E HALVE BEEN LOCATED.
FIND GAP (� OO' FIND 'PIPE
(4872) A} C.35 CONC. EXISTING.." GONG. 0.4'N. 0,4z -
_. _.,_.. _...._..C!�XISTING SWALE_.._.. ._ ___ 1G• :-_� _..__ •1-Y/ 51 ARE
._,._.,,._.. 6 ALL SET CAPS LABELED PSM L B B
_. ._ ._ ._. _.._.._. _ .� _pe1GH}mc swaLe,. E 3
�F�{� - - -- - - - -•.-.--..-•.-.•_ ._ _.,._ _._...__ SUPPORTED WITH AN 18" LONG /j5 REBAR.
Ati ap _ ^ '.�Y� _) M ALL FOUND CAPS ARE A 5 8" ROD WITH A CAP
�. _. _..... _ 6 INV. INV. /
eL-18.G9' eL-1B.7a I AS LABELED ON SURVEY.
b ALL FOUND REBAR ARE A 5/8" ROD UNLESS
OTHERWISE NOTED.
7. ALL LOT DIMENSIONS ARE PLAT AND MEASURED
UNLESS OTHERWISE NOTED.
BEI AVE. ORIGINAL SLC BM: TONIC EL.=19.65' NAVD 88.
LMONT A V - 59,14, I 9. ELEVATIONS (IF SHOWN) HEREON ARE BASED
-- 20' PAVEMENT
C 75' R/�'/ ON N.A.V.D. (1988), UNLESS OTHERWISE NOTED.
� p� p1�-
CERTIFIED TO:
Z MELVIN W. PIGKERILL
-I LENNA C. PIGKERILL
UI
_ T;_ (-
s _ I
LOT 3 BLOCK 32 OCCUPIED
I LOT 2 E,.,. a I LC�i 1
OCCUPIED OCCUPIED T I OCCUPIED
SITE PLAN NOTES: I L a `p
1= COUNTY WATER + SEWER NOT AVAILABLE rOR THIS -•--� -
2, A DRNEWAY MAX11UM SLOPE 15 NOT TO EXCEED A 102: ..
GRADE
3. FRST FLOOR ELEVATION ESTABLISHED WITHOUT A HEALTH F T..�''�i
DEPARTMENT PERMIT.
4� PROPOSED DRAINAGE PLAN DESIGNED TO MEET FLORIDA
C S BUILDING ORE. RESIDENTIAL REOUREMENT$.( 01.3)
R4
5. ALL SLOPE$ AROUND THE PROPOSED 5TRUGTURE ARE
NOT TO EXCEED THE MAXIMUM ALLOWABLE SLOPE GRADE OF
4'1 THIS SURVEY MAP AND REPORT OR COPIES THEREOF ARE SURVEY TYPE: FLOOD ZONE: X
G, WHEN A CULVERT 15 REQUIRED THE INVERTS ARE TO BE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED BOUNDARY/SITE DATE: REVISIONS: BY: EFFECTIVE DATE: 02/16/12
SET BY PUBLIC WORKS DEPARTMENT AND WILL BE SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. yNL NO.: 12111C0070 J
DETERMINED AT STAKE AND GRADE. KMA Engineering & Surveying, LLCCHECKED BY: W.E.H.W EH,®Q INDICATES EXISTING ELEVATION
7, ALL STORMWA7ER RUNOFF IS NOT TO IMPACT THE g g Y �� RAWN BY: SMD ®IINDICATES NDICATES AS -BUILT ELEVATION
ADJACENT PROPERTES AND MUST MEET A MNMUM OF 17.
IONGITUDNAL SLOPE OR OTHERWISE ACCEPTED. * p ELEVATIONS ARE FOR CALC.
5' PLOT PLANS ARE NOT TO BE USED FOR Consulting Engineers & Surveyors ELD BOOK: 396 PURPOSES ONLY.
' THERE ARE NO WELLS OR SEPTICS
GON:C>TRUGTION LAYOUT PURPOSE�9 WIThOUT �f % AGE NO: 9 WITHIN 100' OF PROPERTY UNLESS
APPROVED SL ANG PERMffS. 2345 14th Ave. Suite 3 Vero Beach, Fl. 32960 KMA-m 110- PROPOSED CONTOUR LINE
y I ` ` ELD DAM, O% OZ/Z� PROPOSED SWALE UNE 'h 4 Phone: 772 569-6680 Fax: 772 770-3446 E-Mail' survey@kmafl.com --^�►INDICATES LOT DRAINAGE
+<" WILLIAM E. HAY RST �'M'm CALF: N ®INDICATES DRAINFIELD ""° "« [APY9R ENGINEERING&SURVFYIPIC, Certificate of Authorization Number:L.B.8351 1-20 SHED AREA
r ER CRIDA x°a:eattwazox No .� ° ae NO: 21-2500 720 eO,ft•
I I LOT AREA 41.294 EGA
Q=SEPTIC TANK