HomeMy WebLinkAbout600 Schumann Dr - Plat of SurveyDocusign Envelope ID: 98E89AC3-B1FD-4678-A1F1-41EE5F5041F5
BOUNDARY SURVEY
LEGAL DESCRIPTION
LOTS 1 THROUGH 8 AND TRACT A, BLOCK 406, SEBASTIAN HIGHLANDS, UNITS 7, ACCORDING TO THE PLAT
THEREOF, RECORDED IN PLAT BOOK 6, PAGE 6, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY,
FLORIDA;
LESS AND EXCEPT A PORTION OF LOT 8; SAID PORTION BEING MORE PARTICULARLY BOUNDED AND
DESCRIBED AS FOLLOWS:
BEGIN AT THE SOUTHWEST CORNER OF LOT 8 OF SAID PLAT; SAID POINT BEING ON THE NORTH
RIGHT-OF-WAY LINE OF SCHUMANN DRIVE; THENCE DEPART SAID NORTH RIGH-OF-WAY LINE AND RUN
N25°28'10"E, ALONG THE WEST LINE OF SAID LOT 8, FOR A DISTANCE OF 105.00 FEET TO THE NORTHWEST
CORNER OF SAID LOT 8; THENCE RUN S69°42'41"E, ALONG THE NORTH LINE OF SAID LOT 8, FOR A DISTANCE
OF 28.11 FEET; THENCE DEPART SAID NORTH LINE AND RUN S25°28'10"W, FOR A DISTANCE OF 108.56 FEET TO
A POINT ON THE NORTH RIGHT-OF-WAY LINE OF SAID SCHUMANN DRIVE; SAID POINT ALSO BEING A POINT ON
A CURVE CONCAVE TO THE SOUTHWEST AND HAVING A RADIUS OF 384.73 FEET, A CHORD BERING OF
N62°26'44"W, AND A CHORD LENGTH OF 28.01 FEET; THENCE RUN NORTHWESTERLY, ALONG THE ARC OF
SAID CURVE AND NORTH RIGHT-OF-WAY LINE, FOR A DISTANCE OF 28.02 FEET TO THE POINT OF BEGINNING.
TOGETHER WITH
A PORTION OF TRACT B OF SAID PLAT; SAID PORTION BEING MORE PARTICULARLY BOUNDED AND
DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID TRACT B, RUN S26°36'30"E, ALONG THE EAST LINE OF
SAID TRACT B, FOR A DISTANCE OF 33.83 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED
PARCEL OF LAND:
FROM SAID POINT OF BEGINNING, CONTINUE ALONG SAID EAST LINE, S26°36'30"E, FOR A DISTANCE OF 149.34
FEET TO THE NORTHEAST CORNER OF LOT 8, BLOCK 406, OF SAID PLAT; THENCE RUN N69°42'41"W, ALONG
THE NORTH LINE OF SAID LOT 8, FOR A DISTANCE OF 77.66 FEET; THENCE DEPART SAID NORTH LINE AND
RUN N25028'10"E, FOR A DISTANCE OF 15.97 FEET TO A POINT OF CURVATURE OF A TANGENT CURVE
CONCAVE TO THE WEST AND HAVING A RADIUS OF 105.00 FEET, A CHORD BEARING OF N00°34'05"W, AND A
CHORD LENGTH OF 92.18 FEET; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE, THROUGH A
CENTRAL ANGLE OF 52°04'28", FOR A DISTANCE OF 95.43 FEET TO THE POINT OF BEGINNING.
VICINITY MAP
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REPORT OF SURVEY:
* TYPE OF SURVEY: BOUNDARY
* THIS SURVEY PERFORMED BY:
MERIDIAN LAND SURVEYORS LB#6905 1717 INDIAN RIVER BLVD.
SUITE 201, VERO BEACH, FLORIDA 32960
* PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE:
BILLY M. MOODY PLS# 5336
* THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE .AS
CONTAINED IN 5J-17, FLORIDA ADMINISTRATIVE CODE.
* ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF.
* THE LAST DATE OF FIELD WORK WAS: 02/26/2025
* BUILDING SETBACK LINES, IF SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION, BUT ARE NOT
CERTIFIED TO. THE SETBACKS MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION.
* THE BEARING BASE FOR THIS SURVEY IS S89057'17"E ALONG THE NORTH LINE OF LOT 1, SEBASTIAN
HIGHLANDS UNIT 7; PLAT BOOK 6, PAGE 6 PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA.
* THE COORDINATES, IF SHOWN ON THIS MAP, REFER TO STATE PLANE COORDINATES, FLORIDA
EAST ZONE, NAD 83 (2011 ADJUSTMENT).
* PLAT (P) AND DEED (D) BEARINGS AND DISTANCES, AS SHOWN ON THIS MAP, ARE FOR REFERENCE ONLY
* THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND
IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN.
* NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE
SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN.
* UNLESS A COMPARISON IS SHOWN, PLAT AND DEED VALUES AND MEASURED VALUES ARE THE SAME.
* LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT.
* UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION IS UNIDENTIFIED.
* THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE "X", PER FLOOD INSURANCE RATE
MAP #12061C0112 J, DATED JANUARY 26, 2023.
* ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR
PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
ABBREVIATIONS
B.M. — BENCHMARK (P) — PLAT
q — CENTERLINE (PB) — PLAT BOOK
CM — CONCRETE MONUMENT PBS — PLAT BOOK ST LUCIE COUNTY
(D) — DEED PCP — PERMANENT CONTROL POINT
FD — FOUND P/K — PARKER—KALLON
FFE — FINISHED FLOOR ELEVATION PLS — PROFESSIONAL LAND SURVEYOR
IP — IRON PIPE POC — POINT OF COMMENCEMENT
IRC — IRON ROD & CAP POB — POINT OF BEGINNING
LB — LAND SURVEYING BUSINESS PRIM — PERMANENT REFERENCE MONUMENT
(M) — MEASURED PSM — PROFESSIONAL SURVEYOR & MAPPER
NAVD88 — NORTH AMER►CAN VERTICAL R/W —RIGHT OF WAY
DATUM 1988
ORB - OFFICIAL RECORDS BOOK
(OA) — OVERALL
MERIDIAN
e0 0
L —ANI] SURVEYORS
1717 IN:DIAN RIVER BLVD, SUITE 201
VER0 BEACH, FL. 32960 LB#6905
PHONE: 772-794-1213, FAX: 772-794-1096
\ EMAIL: MLS6905LB@GMAIL.COM
LEGEND
SYMBOLS NOT SCALEABLE FOR SIZE
CENTERLINE
El
- (CM) CONCRETE MONUMENT
- CURB INLET
QD
- DRAINAGE MANHOLE
- ELECTRIC BOX
GUY WIRE
- HYDRANT
0
- IRON PIPE
pp
- IRON ROD & CAP
C
- LIGHT POST
®
- MITERED END SECTION
0
- POINT OF INTERSECTION
- REDUCED PRESSURE ZONE ASSEMBLY
QS
- SANITARY MANHOLE
—�
- STREET SIGN
- SURFACE INLET
®
TELECOMMUNICATION BOX
x23.5
- TYPICAL ELEVATION
O
- WATER GATE VALVE
®
- WATER METER
0
- WELL
71)
- WOOD UTILITY POLE
GRAPHIC
SCALE
80 160 320
( IN FEET )
1 inch = 80 ft. NORTH
P Curve Table
CURVE LENGTH RADIUS DELTA CH BEARING CH. LENGTH
C1 293.20' 260.53' 64028'48" N7703443"W 277.97 _._-..-
C2 55.67' 260.53' 12014'34" N51 °27'35"W 55.56
C3 44.45' 384.73' 6037'10" N48037'16"W 44.42 y
C4 51.86' 384.73' 7043'22" N55047'32"W 51.82
P. 0. C.
"TOGETHER WITH" �\
PORTION OF TRACT B
SET 5/8" IRC
LB 6905
SET 5/8" IRC
LB 6905 a31 x
eol S89'20'25"E��166.80' (P)� Xe o'L �.;z' M
301 S89'5717 E 166.82 (BASIS OF BEARING) I �r.0", l l G
q �� °,
OHE�-- OHE OHE x �1E — ,� E �- — OHE— —X B 6HE — — OH� Lo ' — OHE — OHE — — OHE OHE E OHE OHE OHE
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PORTION OF TRACT B
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L=95.43'
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R=105,00' �'� \110
CHB=NO'08'15"E ° / 6
CHL=92.18' x8s�
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SEBASTIAN HIGHLANDS s9s 2� p6
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(PB 6. PG. 8) 919\x o � /
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�Pe 30 \ r/ N/6-,I,052 O xgq
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80 CHB=N5228'57 •'
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. DRIVEWAY,
lot
ET 5/8" IRC CONCRETE oa 0.99 x
x� ���
X' 0�.� LB 6905 / PADS 93
9�% CONCRETE PAD SIGN POST
c /
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11.75 / xo.
X X
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X°+9 9�9 y/ \/ 4029 hx 4`. �� 0'0.
6ti tia TRACT A 0 5 a
X, C5.
xlo.ls Xoy �> x$ XBa� SEBASTIAN HIGHLANDS
V 4 mx NV. EL.— 6.58'
' eo' B ' v ( UNIT 07 )
0. �� T y1 ' �k PB 6, PG. 6 k! 2 x �, L=41.92' \
1 Arm 4 s 48 X xs5$ xe90 x 15 a5 G • s. 1 ,` R=25 0096*05'03, ( 9
(tY hj x
10. �r I g9 9.31 9ya 12 � CHB=N22'08'21"E
1 xos� C.jC1 �g x CI xz. 15.44X FD. 5/8" IRC , CHL=37.18' X g56
( X9 �a a LB 4029 xb5i
1020X,o°0 935 L=293.20' 9,g m x� ® 9
�64.28'48" x09
006 x9� R=260.53 °. 9 5 \
X ^� CHB=S77'34'43"E 9.s, ! o
CHL=277.97' °� x9tio 9a
j `'t• X 10.20 0 0 h9
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9.7S a 9
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6g 9 m - NV. EL— 6.58'
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93
THIS SURVEY IS INCOMPLETE AND IN'\/QI ID WITHOUT SHEETS 1 THRU
2. INCLUSIVE, AND THE ORIC' !Gl�JH E AND RAISED SEAL OF
THE FLORIDA LICENSED SUEY0R, AND F @R IN CHARGE.
PLAT OF SURVEY FOR:
REVISIONS
THIS SURVEYIS NOT VALID W-�OIJ THE S'IGN�1�'1REND THE ORIGINAL
PROJECT NO: 22-017
RAISED SEAL OF THE FLORIDf'~,!-Liv ED SURVEY° 11R A@MAPPER NAMED BELOW.
600 SCHUMANN DRIVE
DRAWN BY: NJL/22
SHEET
/ \ i� 1 _ €
3. 6/I1/25 FLD ZONE- CITY OF SEBASTIAN
TB _
/f�/�`,If�\
SEBASTIAN, FL 32958
CHECKED BY: BM 2. 127125 TOP�BASTIAN
Ull/25
6/16/2025 O�
�JL
1. REVISED CITY
SCALE: 1"=30
BILLY M, MOODY f PSM#5336
NO. DATE DESCRIPTION
BY
Docusign Envelope ID: 98E89AC3-B1FD-4678-A1F1-41EE6F5041F5
/ BOUNDARY SURVEY
LEGAL DESCRIPTION
LOTS 1 THROUGH 8 AND TRACT A, BLOCK 406, SEBASTIAN HIGHLANDS, UNITS 7, ACCORDING TO THE PLAT.
THEREOF, RECORDED IN PLAT BOOK 6, PAGE 6, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY,
FLORIDA;
LESS AND EXCEPT A PORTION OF LOT 8; SAID PORTION BEING MORE PARTICULARLY BOUNDED AND
DESCRIBED AS FOLLOWS:
BEGIN AT THE SOUTHWEST CORNER OF LOT 8 OF SAID PLAT; SAID POINT BEING ON THE NORTH.
RIGHT-OF-WAY LINE OF SCHUMANN DRIVE; THENCE DEPART SAID NORTH RIGH-OF-WAY LINE AND RUN
N25028'10"E, ALONG THE WEST LINE OF SAID LOT 8, FOR A DISTANCE OF 105.00 FEET TO THE NORTHWEST
CORNER OF SAID LOT 8; THENCE RUN S69042'41"E, ALONG THE NORTH LINE OF SAID LOT 8, FOR A DISTANCE
OF 28.11 FEET; THENCE DEPART SAID NORTH LINE AND RUN S25028'10"W, FOR A DISTANCE OF 108.56 FEET TO
A POINT ON THE NORTH RIGHT-OF-WAY LINE OF SAID SCHUMANN DRIVE; SAID POINT ALSO BEING A POINT ON
A CURVE CONCAVE TO THE SOUTHWEST AND HAVING A RADIUS OF 384.73 FEET, A CHORD BERING OF
N62026'44"W, AND A CHORD LENGTH OF 28.01 FEET; THENCE RUN NORTHWESTERLY, ALONG THE ARC OF
SAID CURVE AND NORTH RIGHT-OF-WAY LINE, FOR A DISTANCE OF 28.02 FEET TO THE POINT OF BEGINNING.
TOGETHER WITH
A PORTION OF TRACT B OF SAID PLAT; SAID PORTION BEING MORE PARTICULARLY BOUNDED AND
DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID TRACT B, RUN S26036'30"E, ALONG THE EAST LINE OF
SAID TRACT B, FOR A (DISTANCE OF 33.83 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED
PARCEL OF LAND:
FROM SAID POINT OF BEGINNING, CONTINUE ALONG SAID EAST LINE, S26036'30"E, FOR A DISTANCE OF 149.34
FEET TO THE NORTHEAST CORNER OF LOT 8, BLOCK 406, OF SAID PLAT; THENCE RUN N69042'41"W, ALONG
THE NORTH LINE OF SAID LOT 8, FOR A DISTANCE OF 77.66 FEET; THENCE DEPART SAID NORTH LINE AND
RUN N25028'10"E, FOR A DISTANCE OF 15.97 FEET TO A POINT OF CURVATURE OF A TANGENT CURVE
CONCAVE TO THE WEST AND HAVING A RADIUS OF 105.00 FEET, A CHORD BEARING OF N00034'05"W, AND A
CHORD LENGTH OF 92.18 FEET; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE, THROUGH A
CENTRAL ANGLE OF 52004'28", FOR A DISTANCE OF 95.43 FEET TO THE POINT OF BEGINNING.
VICINITY MAP
«51,w
4't �,y.> ��Cummnpsa a:
PROJE ,'
., . AR
�5
REPORT OF SURVEY:
* TYPE OF SURVEY: BOUNDARY
* THIS SURVEY PERFORMED BY:
MERIDIAN LAND SURVEYORS LB#6905 1717 INDIAN RIVER BLVD.
SUITE 201, VERO BEACH, FLORIDA 32960
* PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE:
BILLY M. MOODY PLS# 5336
* THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE AS
CONTAINED IN 5J-17, FLORIDA ADMINISTRATIVE CODE.
* ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF.
* THE LAST DATE OF FIELD WORK WAS: 02/26/2025
* BUILDING SETBACK LINES, IF SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION, BUT ARE NOT
CERTIFIED TO. THE SETBACKS MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION.
* THE BEARING BASE FOR THIS SURVEY IS S89057'17E ALONG THE NORTH LINE OF LOT 1, SEBASTIAN
HIGHLANDS UNIT 7; PLAT BOOK 6, PAGE 6 PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA.
* THE COORDINATES, IF SHOWN ON THIS MAP, REFER TO STATE PLANE COORDINATES, FLORIDA
EAST ZONE, NAD 83 (2011 ADJUSTMENT).
* PLAT (P) AND DEED (D) BEARINGS AND DISTANCES, AS SHOWN ON THIS MAP, ARE FOR REFERENCE ONLY
* THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND
IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN.
* NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE
SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN.
* UNLESS A COMPARISON IS SHOWN, PLAT AND DEED VALUES AND MEASURED VALUES ARE THE SAME.
* LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. LEGEND
* UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION IS UNIDENTIFIED. SYMBOLS NOT SCALEABLE FOR SIZE
* THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE "X", PER FLOOD INSURANCE RATE
MAP #12061C0112 J, DATED JANUARY 26, 2023. - CENTERLINE
* ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR El - (CM) CONCRETE MONUMENT
PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. M - CURB INLET
0 - DRAINAGE MANHOLE
- ELECTRIC BOX
ABBREVIATIONS - GUY WIRE
o - HYDRANT
B.M. - BENCHMARK (P) - PLAT 0 - IRON PIPE
- CENTERLINE (PB) - PLAT BOOK - IRON ROD & CAP
CM - CONCRETE MONUMENT PBS - PLAT BOOK ST LUCIE COUNTY - LIGHT POST
(D) - DEED PCP - PERMANENT CONTROL POINT ® - MITERED END SECTION
FD -FOUND P/K - PARKER-KALLON 0 _ POINT OF INTERSECTION
FFE - FINISHED FLOOR ELEVATION PLS - PROFESSIONAL LAND SURVEYOR REDUCED PRESSURE ZONE ASSEMBLY
IP - IRON PIPE POC - POINT OF COMMENCEMENT ® - SANITARY MANHOLE
IRC - IRON ROD & CAP POB - POINT OF BEGINNING -o- - STREET SIGN
LB - LAND SURVEYING BUSINESS PRM - PERMANENT REFERENCE MONUMENT ❑® - SURFACE INLET
(M) —MEASURED PSM — PROFESSIONAL SURVEYOR & MAPPER ® - TELECOMMUNICATION BOX
R/W — RIGHT OF WAY x23.5 - TYPICAL ELEVATION
NAVD88 — NORTH AMERICAN VERTICAL 0 - WATER GATE VALVE
DATUM 1988 ® - WATER METER
ORB — OFFICIAL RECORDS BOOK 0 - WELL
(OA) — OVERALL - WOOD UTILITY POLE
GRAPHIC SCALE
1
PARCEL ID:
31391700000300000003.0
(GRB 2287, PC. 116)
FD. 5/8" IRC
PLS 3436 FD. 5/8" IRC
(0.5'E,0.8'9) PIS 3436
NW CORNER OF PLAT (0.5'E, NW CORNER OF PLAT
S89'20'25"E 567.91 (P)
°5 S89T17"E 567.90' N. LINE OF PLAT
_ - .. _._
une • OHE qHE __ OHE I
OHE OHE --fir— OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE ONE OHE OHE OHE
TRACT B
SEBASTIAN HIGHLANDS
UNIT 07
(PB 6, PG. 6)
°
TOB TOB TOB`
'o TOB
rOB
�0 _._.....—....._. __..._._ o
T
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12.0�
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REMAINDER OFQ
TRACT B \ \Eq
lPi SEBASTIAN HIGHLANDS SF'�FiyT
1q0� ' . \ UNIT 07 \ p PF
6�°�6E 22 (PB 6, PG. 6)
100 19 x� - -1 /
�� "LESS AND EXCEPT" /
\bx PORTION OF LOT 8/BLOCK 406 /
00 x 7g ' ND <
�jO r IDI a131t)CI< 406 P. 0. B.
- STATUE CONCRETE "LESS AEXCEPT" / __ 2� SEBASTIAN HIGHLANDS _-
o UNIT O7\c�11 807 s -- RETAINING WALL PORTION OF LOT 8/BLOCK 406 /
(PB 6, PGi . 6) �\ ` 11 oa -- FD. 58" IRC
�Q \ STATUE M \Ri' -''PUMP HOUSE - --- -- LB. 6426 /
ON t
19
�LD o RAILROAD �. Z '
`'d Clj s Z TRACKS --- i
Q 73.42 0 20__ J ?B /
L-•1 O 15.59. _.��- y .S;I X / 3� /
ELECTRICAL �,�z Z X 4 , � �p o �� rya
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N �m X\a� ^X w 02, 3�� 46 a BLICY a ?2e CHB=N 25"W'' X,,a
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s 1e.» �Oa 9 Zs o DRIVEWAY X X w a
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8.64 �, CROSSING ARM x'
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9 X DRIVEWAY
X,g �S
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19.29 .0 X"!,
9.13 W
RAILROAD 20
CROSSING ARM x
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(TYP) X
�x
x 14.29 X o __........__
X C iT• -
x
0,A X,y�1 7BS2
o J o
1 o
/ 0
cp
PLAT OF SURVEY FOR: REVISIONS
PROJECT NO: 22-017
MERIDIAN T
80 0 40 ao 160 320 DATE: 9/14/22 THIS SURVEY IS INCOMPLETE AND INVALID WITHOUT SHEETS 1 THRU SHEET
LANCE SURVEYORS 1717 INDIAN RIVER BLVD, SUITE 201 3. 6/I1/25 FLD ZONE- CITY OF SEBASTIAN TB
600 SCHUMANN DRIVE DRAWN BY: NJL 2 INCLUSIVE, AND THE ORIGINAL SIGNATURE AND RAISED SEAL OF
VERO BEACH, FL. 32960 LB#6905 CHECKED BY: BM 2. 02127125 ADD TOPO DGL THE FLORIDA LICENSED SURVEYOR AND MAPPER IN CHARGE.
PHONE: 772-794-1213, FAX: 772-794-1096 ( IN FEET) SEBASTIAN FL 3295820f2EMAIL: MLS6905LB@GMAIL.COM i inch = 80 ft. NORTH SCALE: V. = 30' L 1111125 REVISED CITY OFSEBASTIAN NJL
NO DATE
DESCRIPTION BY