HomeMy WebLinkAboutSURVEYSRECORD SURVEY
LOCATED IN SECTION 4, TOWNSHIP 36 SOUTH, RANGE 40 EAST
SAINT LUCIE COUNTY, FLORIDA
STREET ADDRESS
5436 PALMETTO AVENUE, FORT PIERCE, FLORIDA 34982
PERMIT # 1906-0576
St. ve Co. F
Date l `t Init. PARCEL # 3404-501-0556-200-1
Approved S. BURNS
5402 PALMETTO AVENUE
OCCUPIED
O
A1A �A
A
n
d
st
b p
ORANGE AVENUE
0
R0.
Z
EDWAROS
Zo
SITE
Z
OWE 712 WITE OW ROAD
A1A
L
l
AllLVD
PRIMA VISTA
LOCATION MAP
NOT TO SCALE
cn cn>:
M W
Q
0
of 2
LL� V
W Q
GL
0
d. W
F CW1
w
UU. a N
NK
0
T
QGO T
_ m O
C7 K
= 1 N
N
Z V
Y W
z Z
co O
co
v =
a
FND 4X4 CM
POB
S 89058'27" E
NO ED
uJ
Foy =L' IP
630.37'
--
N
O
p1 NO ID
O
SHELL
O
DRIVE
W
CD
N
/
o
in
o
z
W
FOUND 51 IR
371.22' N 89058'27" W
FOUND 5/8" IRC
UNREADABLE
LO
L6
1O
,
w
D'
NO ID
Z
I
COVERED
ENTRY
91.0'
24.0' 23.0'
Qco,
i
CD
13.0'
J
"'
� C)
O
d
O 1STORY FRAME
O
Om
}
RESIDENCE
Lo PARCEL # 3404-501-0558-000-3
MO
11
SHELL
N S. BURGESSPCI
uj 0
PARCEL # 3404-501-0558-010-6
DRIVE
15.7' 22.3
°O � 5405 CITRUS AVENUE
S. RICHARDSON
116.0
22.0' COVERED N
O OCCUPIED
w
O
N
I
5442 PALMETTO AVENUE
W
!V
PORCH O
U)
n�
Q
Q
OCCUPIED
v
LID
to
CD
EXISTING
EXISTING ///``` POOL
POOL W FORMBOAROS
DRIVE
CD
0
v
O
UNDER .4
CONSTRUCTION O
Q
O w z
I
-�-
z
W
I
60.0'
88.7'
0
, g
o w
J
LL
8=
w�
Fo
'
O
FOUND 518" IRC
(6
N
06zzw
N
FND 4X4 CM
a -
w o ol
UNREADABLE
N
9058'44" W
NO ID
o a
10'WIDE FLORIDA POWER & LIGHT EASEMENT
271 .82'
--
z Z J
�ow
m
Z
LLwE��
rOO>OzV
oowQ
ir
U>>
W
Von
wzWw
wo
NzNO
x y3
PARCEL # 3404-501-0559-000-0
L
Zo rca0zo
S. WOOD
oz��
5446 PALMETTO AVENUE
�/ _
= w o o
OCCUPIED
O
c� z LL $
R
/w
Ua6ON�
w°O8
O
0o�Ow
O �aww
a
Z
m�z>
�wwp
O
V
�17Rt
W
°�_0
M z = a
O>rN M�
J
3wz�
GLOBAL POSITIONING SYSTEM
(GPS) NOTES
LEGAL DESCRIPTION
LEGEND & ABBREVIATIONS
GENERAL NOTES
c
_bo
aa000
1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED
USING A TWO (2)
A PORTION OF THE NORTH 168.58 FEET OF THE WEST 630.00 FEET OF OUTLOT
A
ARC LENGTH
NAVD
NORTH AMERICAN VERTICAL DATUM
1.
THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL.
DUAL FREQUENCY TOPCON HYPER GA II SYSTEM.
10 AND THE SOUTH 4.28 FEET OF THE WEST 630.00 FEET OF OUTLOT 11 AND
A/C
C
AIR CONDITIONER
NO OR #
NUMBER
THE SOUTH 172.86 FEET OF THE NORTH 213.58 FEETOF BLOCK 80 AND THE
2.
ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS NOT CERTIFIED BY THE SIGNING
2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN
ESTABLISHED CONTROL
VACATED ALLEY BETWEEN LOTS 9 AND 17, BLOCK 80, WHITE CITY SUBDIVISION,
BM
BENCHMARK
NTS
NOT TO SCALE
FLORIDA LICENSED SURVEYOR & MAPPER.
DRAWN BY;
CA
STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS,
ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 1, AT PAGE 21, ST.
C
CALCULATED FROM FIELD MEASUREMENTS
OHP
OVERHEAD UTILITIES
IMPROVEMENTS AND CONTROL ON THE PROJECT.
LUCIE COUNTY PUBLIC RECORDS, MORE PARTICULARLY DESCRIBED AS FOLLOWS;
3.
REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A
CHECKED BY,
CA
FOR A POINT OF BEGINNING COMMENCE AT A CONCRETE MONUMENT AT THE
CBS
CONCRETE BLOCK STRUCTURE
ORB
OFFICIAL RECORD BOOK
FLORIDA LICENSED SURVEYOR & MAPPER.
DATE:OCTOBER
26, 2019
3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING NORTHWEST CORNER OF SAID PROPERTY; THENCE S89'58'27"E (ASSUMED) C/L CENTERLINE P PLAT DATA
CARLSON SURVEY 2018.
630.37 FEET; THENCE S00'03'30"W 172.50 FEET; THENCE N89'58'44"W 271.82
4.
THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE NORTH PROPERTY LINE, PER OFFICIAL
FEET; THENCE N05'08'55"E 143.10 FEET; THENCE N89'58'27"W 371.22 FEET;
CM
CONCRETE MONUMENT
PG(S)
PAGE(S)
RECORDS
BOOK 692, PAGE 582, ASSUMED DATUM. BETWEEN EXISTING MONUMENTS AS SHOWN ON
HORIZONTAL
SCALEt
4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS
THENCE N00'00'49"E 30.00 FEET TO THE POINT OF BEGINNING.
CONC
CONCRETE
PLS
PROFESSIONAL LAND SURVEYOR
SURVEY,
HAVING A BEARING OF S89'58'27"E.
1"=30'
MINIMUM TECHNICAL STANDARDS.
DEG OR DEGREE
POB
POINT OF BEGINNING
5.
FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE
ELEV
ELEVATION
POC
POINT OF COMMENCEMENT
FLOOD
INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0277 J, EFFECTIVE DATE FEBRUARY 16,
NOTVALID WITHOUTTHE SIGNATURE
FFE FINISHED FLOOR ELEVATION PRM PERMANENT REFERENCE MONUMENT 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE.
AND ORIGINAL RAISED
SEAL OFA
FND
FOUND
PSM
PROFESSIONAL SURVEYOR AND MAPPER
6.
ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988.
FLORIDA LICENSED SURVEYOR&
MAPPER.
MAPPER.
ID
IDENTIFICATION NUMBER
R
RADIUS
7.
ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARDS, IN FEET AND
IP
IRON PIPE
RLS
REGISTERED LAND SURVEYOR
DECIMALS THEREOF.
IR
IRON ROD
R/W
RIGHT-OF-WAY
a.
ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON.
SEAL
IRC
IRON ROD & CAP
®
WATER METER
LB
LICENSED BUSINESS
&
AND
9.
UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY.
LS
LICENSED SURVEYOR
®
AT
10.
THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LAND
0' 30' 60' 90,
DELTA
SURVEYED
OR LAND OF OTHERS.
CHARLES ARNOLD
M
MEASURED DATA
PROFESSIONAL SURVEYOR
& MAPPER
MON
MONUMENT
UTILITY POLE
11.
LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY,
FLORIDA LICE SE NO.
��
MHWL MEAN HIGH WATER LINE EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS.
*003e10ni'3S
pRIN�
DATE
12.
THE LAST DATE OF FIELD WORK WAS OCTOBER 20, 2019. SCANNED
cc
§
Aa
BY
SHEET 1
OF 1
R ' %LO $t.Lucie County 03NNH�R
19-607
PROJECT NO.
O 0
Oco
ui
Z 0
Q N
�CA
0.2
W POB \ 1C
FOf' IP
N NO ID
O d?
O O
o N
O /
Z
FOUND 5-18---TR 371.22'
NO ID
SHELL
DRIVE
GLOBAL POSITIONING SYSTEM (GPS) NOTES
1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING A TWO (2)
DUAL FREQUENCY TOPCON HYPER GA II SYSTEM.
2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL
STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS,
IMPROVEMENTS AND CONTROL ON THE PROJECT.
3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING
CARLSON SURVEY 2018.
4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS
MINIMUM TECHNICAL STANDARDS.
0
4E
RECORD SURVEY
LOCATED IN SECTION 4, TOWNSHIP 36 SOUTH, RANGE 40 EAST
SAINT LUCIE COUNTY, FLORIDA
STREET ADDRESS
LEGAL DESCRIPTION
5436 PALMETTO AVENUE, FORT PIERCE, FLORIDA 34982
r..
PERMIT # 1906-0176
PARCEL # 3404-501-0556-200-1
S. BURNS
5402 PALMETTO AVENUE
OCCUPIED
S 89058'27" E
630.37'
-�_
SHELL
DRIVE
N 89058'27"
PARCEL # 3404-501-0558-010-6
S. RICHARDSON
5442 PALMETTO AVENUE
OCCUPIED
FOUND 5/8" IRC
UNREADABLE
-7-10' WIDE FLORIDA POWER &LIGHT EASEMENT
1 FOUND 5/8" IRC
UNREADABLE
0
M
e-
W
ILo
OJ
O
O
z
I
PARCEL # 3404-501-0559-000-0
S. WOOD
5446 PALMETTO AVENUE
OCCUPIED
OU7 I i[1
ti Lo
Lo
ENTRY
24.0' 23.0'
91.0'
13.0'
O
O 1STORY FRAME
O
p RESIDENCE
11 SHELL
DRIVE
15 T 22.3'
116.0'
22.0' COVERED
N
N
PORCH
C)
EXISTING
EXISTING
POOL
FORMBOARDS
CA)POOL
-4
UNDER v
�
CONSTRUCTION O
60.0'
88.7'
LEGEND & ABBREVIATIONS
U7
I6
N
N
271.82'
W
FND 4X4 CM
NO ID
CDIO
co In
CM I N
O ti
0 w
m
FND 4X4 CM
NO ID
LOCATION MAP
NOT TO SCALE
PARCEL # 3404-501-0558-000-3
S. BURGESS
5405 CITRUS AVENUE
OCCUPIED
GENERAL NOTES
A PORTION OF THE NORTH 168.58 FEET OF THE WEST 630.00 FEET OF OUTLOT
A
ARC LENGTH
NAVD
NORTH AMERICAN VERTICAL DATUM
1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL.
10 AND THE SOUTH 4.28 FEET OF THE WEST 630.00 FEET OF OUTLOT 11 AND
A/C
AIR CONDITIONER
NO OR #
NUMBER
2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS NOT CERTIFIED BY THE SIGNING
THE SOUTH 172.86 FEET OF THE NORTH 213.58 FEETOF BLOCK 80 AND THE
NTS
NOT TO SCALE
FLORIDA LICENSED SURVEYOR & MAPPER.
VACATED ALLEY BETWEEN LOTS 9 AND 17, BLOCK 80, WHITE CITY SUBDIVISION,
BM
BENCHMARK
ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 1, AT PAGE 21, ST.
C
CALCULATED FROM FIELD MEASUREMENTS
OHP
OVERHEAD UTILITIES
3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A
LUCIE COUNTY PUBLIC RECORDS, MORE PARTICULARLY DESCRIBED AS FOLLOWS;
ORB
OFFICIAL RECORD BOOK
FLORIDA LICENSED SURVEYOR & MAPPER.
FOR A POINT OF BEGINNING COMMENCE AT A CONCRETE MONUMENT AT THE
CBS
CONCRETE BLOCK STRUCTURE
NORTHWEST CORNER OF SAID PROPERTY; THENCE S89'58'27"E (ASSUMED)
C/L
CENTERLINE
P
PLAT DATA
4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE NORTH PROPERTY LINE, PER OFFICIAL
630.37 FEET; THENCE S00'03'30"W 172.50 FEET; THENCE N89'58'44"W 271.82
CM
CONCRETE MONUMENT
PG(S)
PAGE(S)
RECORDS BOOK 692, PAGE 582, ASSUMED DATUM. BETWEEN EXISTING MONUMENTS AS SHOWN ON
FEET; THENCE N05'08'55"E 143.10 FEET; THENCE N89'58'27"W 371.22 FEET;
SURVEY, HAVING A BEARING OF S89'58'27"E.
THENCE N00'00'49"E 30.00 FEET TO THE POINT OF BEGINNING.
CONC
CONCRETE
PLS
PROFESSIONAL LAND SURVEYOR
DEG OR
DEGREE
POB
POINT OF BEGINNING
5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE
POC
POINT OF COMMENCEMENT
FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0277 J, EFFECTIVE DATE FEBRUARY 16,
ELEV
ELEVATION
2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE.
FFE
FINISHED FLOOR ELEVATION
PRM
PERMANENT REFERENCE MONUMENT
FND
FOUND
PSM
PROFESSIONAL SURVEYOR AND MAPPER
6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988.
ID
IDENTIFICATION NUMBER
R
RADIUS
7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARDS, IN FEET AND
IP
IRON PIPE
RLS
REGISTERED LAND SURVEYOR
DECIMALS THEREOF.
IR
IRON ROD
R/W
RIGHT-OF-WAY
8, ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON.
IRC
IRON ROD & CAP
®
WATER METER
AND
9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY.
LB
LICENSED BUSINESS
&
LS
LICENSED SURVEYOR
®
AT
10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LAND
0' 30' 60' 90'
Q
DELTA
SURVEYED OR LAND OF OTHERS.
M
MEASURED DATA
MON
MONUMENT
UTILITY POLE
11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY,
EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS..
MHWL
MEAN HIGH WATER LINE
12. THE LAST DATE OF FIELD WORK WAS OCTOBER 20, 2019. SCANNED
d 9D(o-65 771,� St. Luce County
V
2
0
v
-
Ln
M
w
w
�•]
IZ
O
G
am,
V
a
�
0
(n
1
Z
c
LLEj �
c
w
a
(Q�\
v
W
w
Z
W LL
W
y
Fa- U
Lu
Z
0 a
N
w
w
Q
z
3 >
o0
j3
®
v
W
_= 0
f%i
J
= >
N
_I
;N
z
ti
OW
U.
A
Y
W
Z
ce
-1
LL
Z
Z
IL
co
Go
0
Q
IL
0
�wz
we
Q
d
o
J
axx
LL
=a~
�>w
2¢_
�00
.<z
w 3
��//��
co
�a�
UZ ww
Z
LL W -0
OO
°~Z
Y O0
on
Q
W
a, W
U
=>
mowOD
� Z-a'y
U
N
=
LL
o <
z a'z05
_
w W5'm
LVL
=
_ =0
W
®
RWs°
a 20o�o
O Wa
Oz¢awW
a
Z
��zm
0
W '7
Uz W-
V
000K
uj
�?=a
znFw
J
3wzm
U)
DODO
So
CHECKED BY, CA
DATE1 DCTDBER 26, 2019
HDRIZONTAL SCALEI
1"=30'
NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR &
MAPPER.
SEAL
IOHARLES ARNOLD I)
PROFESSIONAL SURVEYOR & MAPPER
FLORIDA LICENSE NO.497]
/PRINTZb DATE
SHEET 1 OF 1
PROJECT NO. 19-607
30 15 0 30 80 90
SCALE IN FEET
I)F.tiCPIPTIOV
A PORTION OF THE NORTH 14444FWTOFTHEWEST MOO F€ETOF OUTLOT ICAND THE
SOUTH4.28 FEET OF THE VMTf1wMMYOFOUTWT 11 ANDTMES0UTf1 M"FEETOF
THE NORTH 213.6E FEET OF BLOCKSC ANO THE VACANT ALLEY gg'IVMMtOTS 9 ANO 17,
BLOCK $0,WHITE CITY 8UBDfVISMACCOROM TO THE PLAT THEREOPIM01IMINPLAT
BOOK 1, AT PAGE 21, ST. LUCIEC0tfMPUBIJC RECORD81 MORE PAXI'1CULA"LyDES pjSED
ASFOLIOWS: FOR APONTOFBEGW~COMMENCEATACONCRMNO1 piTATTHE
NORTHM STCORNEROFSAIDPROPERTY; THENCk_OUTHE9"11EI27"&WjASg MED 630.37
FEET; THENCE SOUTH 00*03WWES'TI?ISO FEET, THENCEAIORTFi4lW%4CVf ST2TjA2
FEET; THENCE NORTH 0610i'66°' EAST 143.10 FEET: T}} TH pA 6E'27" WEST 3711.22
FEET; THENCE NORTH OO`40'49" EAST 30.00 FEET TO THE POINT OF BEGOININO,
PRM$8I0NAL SURVEYOR'S NOTES:
1.SU ECTTOANYAPPLICABL.EEASEMENTS,RIGHTSIOF-WAY,oROTHERRE9TI4I 7XMOF
RECORD.
2. A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS
OFFICE.
3. BEARINGS ARE ASSUMED ON THE NORTH PROPERTY LNE ACCORDM TOO.R. BOOK 69Z
PAGE 692.
4. ELEVATIONS SHOWN HEREON ARE RELATED TO N.G.V.D. OF 1922,
5. DESCRIPTION PROVIDED BY CLIENT OR CU NT'S REPRESENTATIVE,
6' PROPERTY LWS N FLOOD ZONE "AE'EL 6', ASS"DVV I ON FEMNFWA MAP CAMBER 12028,5
0260 F, PRINTED E119/1991.
7. CONTRACTOR IS RESPONSIBLE FOR VEPUFV Mti ALL SITE PLAN INFORMATION PRIOR TO
CONSTRUCTION,
& T0: JOHNMCDERMOTT;HARBOR FEDERAL SAVINGS BANK;FIRSTAIMERICAN
TITLE COMPANY OF ST. LUCIE COUNTY, INC,
PORTION OF OUTLOT 11
FFE = 10.76 z
,,.TELL BEYOND 75'
NO CONFLICT
o
¢
i i' LOT 8
SHED
w 40.OQ1 0 0.1 FND. 2" IRON PIPE 5 89058'27"E 630.37';A� SEPTIC TANK 16
„ P \'
r-� •
' 42 OAK NORTH LINE OUT0 10 2 7---OAl+• 4^_ /S � �?�;
-
� ✓ _ _ PROPOSED 12' SHELL ROCK DRIVE
• 38" OAK 1p-- -_� 4' ROOD
q ti FND. #5 IR & CAP \\ N 89*58'27"W 371.22�ti 28.3'
a y
LB 4942 e" PALM Ci{ •OSHED-
LOT 9 "l
N 00000'49"E FND. #5 IR & CAP'
A FOO-011 30.00 U3 4942
ALLEY FFE = 10.80
PORTION OF OUTLOT 10
LOT 17
BLOCK 80 /
!i
1�
WPP OHUL WPP
- -- 6--
PROPOSE 1.0' FPL
LOT 18 _T
FFE = 11.56
101TsE K REQ, PORTION OF OUTLOT 1.0
SIDES
CNR SIDES I A SEPTIC BEYOND 75*
ZNc.--�� NO CONFLICT
TECH.
AFTESIAN i
IN USE
ARTE,31AN J L
/WOOD
SE
NUT IN
ti �-
WELL
BENCH MARK
SET 60 PENNY NAIL
)UTH 'TIDE OF 18' PALM
EVATION = 12.56 N.C.V.D.
i31
x
W
w
�a
#5 IR & CAP
4942 r
$a
Propysld i
1-Slary-'�-Bedroom
2AET.�. !T. Re►idenr<
eropomed
Con
Driveway / I D• _ 2E.33'
Covered dO.D(i Porch
4
N 8905 14491W\\ 271 A
1
ET. POINT _
75 \
LE(IT'END
W
Ito:
AC. L'JM+KMrU+W x[c rks,a .:,VE ,t. IMIN AY<. +Y.s. PtC,.ls rkAi.Y1 , NI(1 FUwtary�()q '(j
yC.M t{VF►1110MY. CV-WTMT R- 1ANM MOD ptft N ft~ yry!
ACCM1'-AAPNIYtT QCM •L:; COr-CCUPPO p LA. Lla"m 141SIMSt mv. AL1woftC3n 000cow" PW
COISN INAM 01110A P.[•; O.MTA WA-UYNiW OWYON AREAS Ms -POW OF WAY Z
AY TA.AYOSCAN LAMB rl •,c M+M/r •1D01t L►.LMSFT MA FI►C. ROW A CAP j O
AS3 "Qft DO.MMAITVIIl3311 <N w«,....Vonx1AA we. s1APMK4NM SA 4Mion 3. 3OVT"
A&W-AAAMAMM PR6SA011aeA rImAS. usomm 1[ sm-AAurNENRMm W
Ar►WMIIBMCAM IXVII:nt :a MM.00016LS PAAPAIWT "VD.*mm A1111110CAN VMTVCA1 TUAPHOFS SOY 44,,
*U"VBAMO\YAHMW 1/T.MRMWR1IU Ww toll". 110100A G
A 0-11"a m OV -OIMnA M1a" RPP. M _ "Alloo" 1A3im"'IC UTZ-setylON 4,
N-ANONPOL! ML.ONMC Ve"Ile ,WAICM 3AY-ppEy/"
♦.ANO LA t"m FAW. EASCIMM WD L A 01" SW 1- /(MIA" KIEV
AWA.ALSO IOIOTM +`; E. EMT ". NORM 11140'- 3AAVTAITr MWER
AMP-A►PWAT FA`. M 01 PAVW 1 T AIO. N. F►M# "Allow 4i W C'y
AVE.MeRR FM. MAAMTAW 111"m LVA-OPROIAL 11raa11D b(XM WW W-SOUHI PLLVUQ& `ry
a-a1�Nul�e co- 4mmmc e111110" w . Inner "Im WA"ACErarr *t*" VCT
SY.6mmooMARP LSNV- Wloh"m OE- OVAMAm SAXIEMEW ]TY-Arom `rh Mr v 'L.
RA. ROM: @FOL. MKAAMMS (**A- OVOSEAD VT11T1 % 3T-srlSQrr
W.M.Mcoulmo M amera-d"CopAcItlW1 P .PAAS LO-1AASMNMOr
SS-talMoSsm" /WW[.PIGOWA OmA11TrSNT W W. PAIMOI►MaR MA" rT TMTM
0.06- SIAARR 1RMMPWRTATIO" PO. PNAAIM7/T COMFtA Paver IOW. TW OP MAIM, V W V
CA.0010WIAAAW 1". PSMMI Taoa16LVAT10M ANU. POMANtAOT WfQND" TVW-TO113ARp �Lf
CAVV.QANIA TV a* P" 1pWR -17R A01 YOPAL%W nvm-r11AANFOOW1g1 Q,
CJLO.CAAWLAY® FK-nAISDA PONOM A LIYWT P. PLAT c4C-UIYIOI I"7*lVll /CT1011
M-CAVW OAMM FWD. Pa"n PM. RAT SOO. VOE- VTXM ► AMMIAN eAeM1111111P
Ci-Commus E /WMMMIARIDA W/RTR"C A PpM• PO"Fr m M:'W➢MIM¢ Vi- UT"1TY E SIMENT ZZ r
W.CIMIAWSO Of IML'Par,GIYDr YAm"m soon POC- POINT OP COUNLNCZINTR W . UTWTV PWLL
W-a A NIN. PANS GAR-OP/UOS PCC+ pow ON GV,LLPDUTA MY.V3MrLA}M SVP4lA eN(llCrf F,Y ,..�
CIO.1 umowo"O W+�OOWMC MMIomAT OWIPATNM 1 .W10LNMVBI Icy
CPO.OMQMONTO ABS 11"no M. POW DP MONOMANIA W-WAUS VALVE
coo$-oownw C r 11.O.OMN POOTMMAM SY►r[m "- ►ow OP MFTatiogr 0" WPT.11Q}y PO
OA".UA PIMA CQPe%,. ,SC -®OAP COVIOL' "wvn PIN.'.- POMr O RIYM►614"rlAwM W. rV[11
ommomm (I .~ IIMAE MAT/P CI- PaIMr OI' TANMKV WD• YFU[W ~ C'
Os4.681101AE" warn AVm,d+l:rae "ANA~in"tt PAV.y*VW V10011PH14! `� `L,
,y.Op i{OWYP](r OV PV[• PWVAT3 VVIIJ!" KArt 11Mtw WDpP P6Ala pq,M N �•I
1P 11 }..+.- OM nS-r.roRaAwaRA1. IAM MOWN wo-val"tJow PW01101Mi
Ax.rgw A- "ANUS MFI.wr<Tbl UYA1 VRACt Q R
V'AA}MV 0. 0s 11Mw IW mf IM POM1 + Z'
hex
11 x 4"
i'
-g WELL POINT
!
P
O
L
w
\. rr
k
0
a
C4z
o
O
wz��
rOsz
w
PROPOSI"
I 1
WELL
l
751 RAIL
_
FND. 4" x 4" M
{
-057
C/�r
m
co
�
) 1
in
M~..
co
cq
y
fW�
^J
�i
0-5
�3
(�
N
0
'olnaio i�•7��
JOB N711XfBER
SHEET
1
x
OF
1.