ATTACHMENT # 3
OWNER'S STATEMENT
STATE THAT I AM THE OWNER OF OR HAVE RECORD TITL TENTATIVE MAP NO. 1263
CONSENT IS NECESS TO PASS AR TILE TO SNO LALP HERE SURVEYOR'S STATEMENT
CONSENT
BOUNDARY LINES. THE PREPARATION AND RECORDATION OF THIS SUBOMISION MAP AS SHOWN ETHN THE END I HE SUBDIVISION NO. 5417 HEREBY
DEDICATION THE REAL PROPERTY DESCRIBED BELOW AS AN EASEMENT FOR THE CROSSING AT RIVER OAKS, PHASE 2 ALL THE PUBLIC UTILITY EASEMENTS AND THE STREET EASEMENT INDICATED ON THIS MAP. BEING A SUBMSION OF THE REMAINDER SHOWN ON THE CROSSING AT ALSO HER HE A OFTER FOR DEDICATION IN FEE THE REN PROPERTY DESCRED BELOW FOR PUBLIC. LYING IN A PORTION OF SECTION 34, TOWNSHIP RIVER OAKS PHASE 1" IN VOLUME 74 OF OFFICIAL PLATS, PAGES 20-22, 7 SOUTH, RANGE 13 EAST,
OFFEE STRET, HE A RITE DRIVE, RIVER CAK DRIVE, BLUE WATER DRIVE, THE 27" WIDENING ALONG SOUTH MOUNT DIABLO MERIDIAN 40* WIDENING ALONG EAST CHILDS AVENUE, AND LOT A CITY OF MERCED, COUNTY OF MERCED, STATE OF CALIFORNIA DATED TES 2M2 DAY OF DETOBER. 2029 SEPTEMBER 2024
RECORDS, AT PAGES MICHAEL. HALTERMAN, P.L.S. 8040
SHOWN WITHIN THIS DOCUMENT NO. 2011-0252270, MERCED COUNTY RECORDS, IS HEREBY BEING ANDONED AS DOCUMENT NO BENCHMARK ENGINEERING
FURTHER STATE THAT CITY SURVEYOR'S STATEMENT
CIVIL ENGINEERING, PLANNING, AND LAND SURVEYING
OWNER: 4265 SPYRES WAY, SUITE A, MODESTO, CALIFORNIA, 95356 I HEREBY STATE THAT I HAVE EXAMINED THIS MAP AND HAVE TRS ENTERPRISES,INC., A CALIFORN CORPORATION (209) 548-9300
SATISFIED SAD MAP IS TECHNICALLY CORREC THE SUBORSON ACT AND AM VICINITY MAP N.T.S.
BY:
RIDGE SUTTER - SECRETARY DANSE 10/3/2027 DATED THIS Z DAY OF Noember. 2024 STATE ROUTE HIGHWAY 140
NOTARY ACKNOWLEDGMENT
E CHILDS AVENUE
ONLY THE IDENTITY OF THE CITY ENGINEER'S STATEMENT:
TATE O
aUNTY oF Stamissans }s FELANE
E GERALD AVENUE
an October 3rd, me". 2024. BeTo NE. Tiffany A. Martinez- A NOTARY PUBLIC, PERSONALLY APPEARED Ridge Sutter. IT NORESTONA
E MISSION AVENUE
E MISSION AVENUE MADDOX, INTERIM CITY ENGINEER
TE 6470
WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSONS) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT, AND ACKNOWLEDGED "/>/24 C64705
IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT BY VE THAT HE/SHE/THEY EXECUTED DATE
HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT
THE PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT.
ARAGA NOR PEND OF EURY UNDER THE LANS OF THE STATE OF CALFORNA THAT THE FOREGONG PRELIMINARY TITLE REPORT CITY CLERK'S CERTIFICATE PREPARSD Br
RDER NUMBER: FFOM-3012400679 FIDELITY NATIONAL TILE COMPANY
USED IN PREPARATION OF THIS PLAT AND CONSDERED A PART HERETO BY REFERENCE PRINCIPAL COUNTY OF BUSINESS: Merced SUBDIVISION AGREEMENT Mr COMMSSON DIPIRES: 11/21/2027
SUBDVVSION AGREEMENT BETWEEN THE CITY OF MERCED
20270241417 CROSSING A MER OMS PUSE 2 ENTERED A CAREE ARE HERET SENDONED: SECTION 65434(g) OF THE SUBMSION MAP ACT, THE FOLLOWING EASEMENTS AND/OR DEDICATIONS
SOILS REPORT
SUBDIVISION MAP ACT SECTION 66477.5 CERTIFICATE
ORDINANCE, A PRELIMNARY SOLS REPORT FOR THE
OF MERCECON EIGNERING SERICES, INC, AND IS ON FILE IN THE OFFICE DEPORT NONE OF THE CI
ANY PORTIONS THEREOF ARE NOT NEEDED FOR THE SAME PUBLE PLAD SO MR SUBLE UNEMES OMITTED SIGNATURE STATEMENT OWVER: TRS ENTERPRISES, INC. aNT 17/24
ADORESS: P.O. BOX 3520, MODESTO, CA 95352
LOWING INTERESTS HOLDER MAP ACT, THE FOLLOWING SIGNATURES OF THE RECORDER'S STATEMENT BOOK OF ARENTS ASENVIS S 15, 179. 107, 184, 1N0 187, MCR IRRIGATION DISTRICT No 2024026745
FLED THES 7*h DAY OF NOVEMBER _. 2024. Ar 11:32
DEED REFERENCE - 4 м.
OOK 1216 OF OFFICIAL RECORDS, PAGE 402, M.C.R IN VOLUME 88 - OF OFFICIL PLATS, AT PAGES 1-3 -, M.C.R.
E OF INTERE RIGHT OF WAS AT THE REQUEST OF TRS ENTERPRISES, INC.
DEED REFERENCE: MC NO. 2008-O B2S NCR IRRIGATON DISTRICT FEE: 87.0
COUNTY RECORDER
BY:
VOLUME 88 PAGE 4 .. DEPUTY
SHEET 1 OF 3
TENTATIVE MAP NO. 1263 LEGEND
REFERENCES
SUBDIVISION NO. 5417 NOTE: ALL PIPE SIZES ARE INSIDE DIAMETER M.C.R. MERCED COUNTY RECORDS GPS SURVEY CONTROL NETWORK, THE CROSSING AT RIVER OAKS, PHASE 2 FOUND 3/4° IRON PIPE, TAGGED LS. 6944. BOOK 58 OF SURVEYS, PAGES 38-41, K.C.R.
PER (B), UNLESS NOTED OTHERWISE R.S. RECORD OF SURVEY THE CROSSING AT RIVER OAKS PHASE 1, VOLUME 74 OF OFFICIAL PLATS, PAGES 20-22, M.C.R. (C) SANDCASTLE SUBOMISION PHASE 2. VOLUME 67 OF
PARCEL MAP PLATS, PAGES 43-45, M.C.R AS
BEING A SUBDIVISION OF THE REMAINDER SHOWN ON THE CROSSING AT FOUND MONUMENT IN MONUMENT WELL, AS NOTED RIVER OAKS PHASE 1" IN VOLUME 74 OF OFFICIAL PLATS, PAGES 20-22, SURVEYS, VOLUME 49, PAGES 15-16. M.C.R.
FOUND GPS MONUMENT, AS SHOWN ON REF (A) O.P. OFFICIAL PLATS SANOCASTLE SUBDWISION PHASE 1, VOLUME 61, PAGES 18-20, MCR LYING IN A PORTION OF SECTION 34, TOWNSHIP 7 SOUTH, RANGE 13 EAST, (M) PARCEL MAPS, VOLUME 24.
SET 3/4°x 24° IRON PIPE, WITH PLASTIC PLUG STAMPED LS 8040 MEASURED ON THIS SURVEY CORNER RECORD 40+-M, M.C.S.
MOUNT DIABLO MERIDIAN CORNER RECORD
404-L MCC
CITY OF MERCED, COUNTY OF MERCED, STATE OF CALIFORNIA (R) RADAL BEARING RECORD OF SURVEYS, VOLUME SET 3/4°% x IROW PIPE, WITH PLASTIC PLUG STAMPED 14, PAGE 15, M.C.R.
SEPTEMBER 2024 LS 8040 IN MONUMENT WELL PUE REASSANCE SUBMISION PHASE 1, VOLUME 65, PAGES 4-6, M.C.R.
PUBLIC UTILITY EASEMENT D.N. 2007-022038, M.C.R
OF LOT UN CECE 1515 RON PIPE 3.00' NORTH ON EXTENSION C42 CURVE TABLE REFERENCE D.N. 2011-025270, M.C.R. 6944, AS WITNESS CORNER. PER (C)(H)
L99 LINE TABLE REFERENCE
SET 3/4* IRON PIPE, TAGGED LS. 8040, AS J* WITNESS CORNER ON LOT LINE, UNLESS NOTED OTHERWISE O.R. OFFICIAL RECORDS
FOUND 2" BRASS DISK, NO TAC M.C.S. D.N.
MONUMENT WELL PER (D) PARCEL MAP FLED IN MERCED COUNTY SURVEYOR'S OFFICE DOCUMENT NUMBER RENAISSANCE SUBDMSION PHASE 1 NW CORNER OF SEC. 34 (*) CALCULATED PER RECORD 65-OP-04 "-PM-26 N89'5/14E 2632.57(M)
N8951 16E 2632.46'(D) CHILDS AVENUE NORTH 1/4 CORNER
N8951 16Т N8954'06(8) 2595.61 (M SECTION 34 PER (D)
701.15 (м) 125.00
PARCEL 4 86'(M) 1769.46 (M) 1769.48(B)
N89'51 14E 424.81
24-PM-17 0' MI.D. EASEMENT AS SHOWN O
NO CREATING DOCUMENT FOUND SEE SAL LINE DATA TABLE
FOUND 2" IRON PIPE, TAGGED LS. RECORD DATA TABLE
D.N. 2014-031387 4401 IN MONUMENT WELL PER IN TH 1/4 NO MEER SEC 94 LINE BEARING M.C.R. M..D. WELL EASEMENT DISTANCE BEARING
17(K) 33 IRON PER O.R. 1216-402, M.C.R.
TAC, PER (E) 54837132 36.01 (M) 157,00
SU15902
32 SCALE N 1° = 150* NO*1647 W 157.00 (M) L4 N89'54'06E|125.00 30(P) (B)
SEE DETAIL A 37" N89'44'32'E 8944'32
THIS SHEET 30.00 N89'5114E 125.00 (м) Sữ 13'55E (8)
PARCEL 3 200.00 (M) Г 30.00(М)(F) NO 19'48 W
47.00'(D) 30.00'() FOUND ON DO NON No 16'47 157.00° (M) 24-PM-17 OUND 3/4 -NORTH LINE PER (H) 134.00' (B)
PARCEL
PARCEL 2 -17400
30'(F*)) RON PIPE 1 S8951303 1,311.98"
30(P*), TAG, PER (F) 5012'49 E 134.00 (8)
FOUND 3/4" IRON PIPE, 8000 13 0 0 30(1) = SO 15'34T 134.00° (M) NO' 12'49 ₴ 134.00' (B) TAGGED LS. 4403, PER (0) 50.50 (MK89) 3 NO 15347
SEE N0'08 30W 961.65 DETAIL A DETAIL B 134.00 (8)
THIS NOT TO SCALE DETAIL G (297.19(8)
PARCEL -/ 200.07 (м)* NOT TO SCALE NOT TO SCALE DETAIL E SO 1534E 266.00* L18 N8954157 212.52 (8, 24-PM-11 SEE SHEET 3 FOUND 3/4* IRON FOR SET MONUMENT REMAINDER NO 15'34 W NOT TO SCALE 134.00° (M)
COFFEE TAGGED SHEET TON SEE NOTE 5 63.18 ACRES M.I.D. EASEMENT NO 15'28 W 1239.25'(м) 373J, PER (F) O.R. 2008-006536 M.C.R. L12 S0'15'34E 134.00* (M) 30*~
NOTSOE 130.50
LOT A 32°
10.00 (M)(F) N89*51 30° 60.00 (M)(B) 60.00(W)(B) 50.00(0) * L17 NO 15'34 W 100.00 THIS SHEET -13.38'
30.00 170.00(M)(8*)
L N89 44325 —10.56 222 212.52' (M)
221
906.09 ' 906.00(L) 20.00 (м) (F) r12.07 220-
89:530E DETAIL F
NO'15'28 W 2654.19 (M) 2.00' / FOUND AND ACCEPTED BASIS OF BEARINGS 30' NOT TO SCALE
PIPE TAGGED NOTES OCANE LATERAL
DETAIL C PON PRES IN WELL
PUE PER (E) TAG, PER (F) DETAIL D DETAIL H AS BEING TAGGED NOT TO SCALE NOT TO SCALE NO 1948 %
- PART OF VACATED BY NOT TO SCALE L.S. 6944 PER (B)(C) L BEARINGS AND DISTANCES SHOWN HEREON AL LOT 99 653.17 (M); PUBLIC FACILITES GASEMENT PER THERWISE NOTE
PUE TO BE DEDICATSI
4-OP-25 — THIS MAN (B) TO BE VACATED BY THIS MAP DECIMAL PARTS AND DENSIONS SHOWN ARE IN FEET AND N8951307 1264.89 RECORDS ALL RECORD INFORMATION SHOWN IS FROM MERCED COUNTY 45-RS-15 57 (F)(2*)
37(L SUBDIVISION SUMMARY FOUND BRASS DISC STAMPED
20(F) CITY OF MERCED BENCHMARY
182 183 307-E88 • THE CROSSING AT RIVER OAKS PHASE I -DO NOT REMOVE* FOR SEE DETAIL E 35 LOTS 3M-9 IN MONUMENT WELL
THIS SHEE 520 or 307 Base 5578) 150120(4) 74-OP-20 64° 5.43 ACR 788.98 (M)(8*) L11 ACRI PER (A)
REMANDER 3.34 AGRE
SEE DETAIL D 2227 221 220160.30 0 270210 1279 2147213 212 211210 394.00°(м)(B*) 63.18 ACRE THIS SHEET - RIVER OAK DRIVE 206 205 204 203 - 64(8) TOTAL - SQLAW VALLEY DRIVE 202 72.06 ACRES
436.94'(м) 520.50 (м)(B) 788.98 (M)(8) Ne90 30212 0% 00) 353.48(M) DETAL M TON PIF
N89'5/'30°E 1746.42'(M) 435.50 (M) THIS SHETI AG FOR NO HOST CONE DINKEY CREEK AVENUE LOT 170 PER (C)
NB9'54'15*(B) 1726.45'(B*) N8951 30Z 855.83 (M) 5895415(8) 855.85 (B)
FOUND AND ACCEPTED FOUND AND ACCEPTED FOUND AND ACCEPTED NO 12'49 N(C) 3/4" IRON PIPE, TAGGED 3/4 IRON PIPE, TAGGED - 3/4 IRON PIPE. NO FOUND AND ACCEPTED LOT A LOT 164 68(c*) 34°(C) T 264.00*(M)(C). 14" 100 TAGGED
4052 IN WELL IS 105 68-OP-32
4-OP-25 NO 12'49 *E(E) 1327.10'(M) 1327.07'(E) NOTED AS BEING ESTED AS BANG TAGGED NOTED AS BEING TAGGED NO 15'34 W NO 12'49"(C) 264.00 (MXC) TAG, IN WELL PER (C) SE COER -O0-28 AS BEING TAGGED GPS/GIS DETAI
50°(c*) LS. 6944 PER LS. 6944 PER (B) ALBERT DRVE LOT 170 NOT TO SCALE 37W 1424.52 SANDCASTLE SUBDIVISION PHASE 2 LS. 6944 PER (B)(C) 4-OP-25 (L-GROUND) 30 (С)
67-OP-43 75' (C*) PLUMM
37.5 (C) - 60°(C*) D.N. 2005-08.3959, M.C.R.
SWEET PEA AVENUE 37.5 (C) 30'(C)
GERARD AVENUE ) FOUND 3/4" IRON PIPE, TAGGED - 30°(C) LOT A FOUND BRASS DISC STAMPE 61-OP-19 CITY OF MERCED BENCHMAR
LS. 6944, IN WELL PER (C) CITY OF MERCED DO NOT REMOVE FOR BM-I
PARK/BASIN IN MONUMENT WELL PER (A)
VOLUME 88
PAGE
SHEET 2 OF 3
TENTATIVE MAP NO. 1263
LEGEND REFERENCES
SUBDIVISION NO. 5417
NOTE: ALL PIPE SIZES ARE INSIDE DIAMETER M.C.R. MERCED COUNTY RECORDS GPS SURVEY CONTROL NETWORK, BOOK 58 OF SURVEYS, PAGES 38-41, M.C.R.
THE CROSSING AT RIVER OAKS PHASE 1, VOLUME 74 OF OFFICIAL PLATS, PAGES 20-22, M.C.R.
THE CROSSING AT RIVER OAKS, PHASE 2 FOUND 3/4" RON PIPE, TAGGED L.S. 6944. R.S. RECORD OF SURVEY ANDCASTLE SUBMSION PHASE 2, VOLUME 67 OF OFFICIAL PLATS, PAGES 43-45, M.C.R; A PER (B), UNLESS NOTED OTHERWISE MENDED BY BOOK 68 OF OFFICIAL PLATTS, PAGES 32-34 M.C.R P.M. PARCEL MAP RECORD OF SURVEYS, VOLUME 49, PAGES 15-16, M.C.R.
BEING A SUBDIVISION OF THE REMAINDER SHOWN ON THE CROSSING AT FOUND MONUMENT IN MONUMENT WELL, AS NOTED SANDCASTLE SUBDISION PHASE VOLUME 61. PAGES 18-20, M.C.R.
RIVER OAKS PHASE 1" IN VOLUME 74 OF OFFICIAL PLATS, PAGES 20-22, O.P. OFFICIAL PLATS PARCEL VOLUME 24, PAGE 11, M.C.R.
FOUND GPS MONUMENT, AS SHOWN ON REF (A)
LYING IN A PORTION OF SECTION 34, TOWNSHIP 7 SOUTH, RANGE 13 EAST, (M) MEASURED ON THIS SURVEY MOUNT DIABLO MERIDIAN SET 3/4°x 24° IRON PIPE, WITH PLASTIC PLUG STAMPED LS 5040 CORNER RECORD 404-L M.C.S. (R) RADIAL BEARING RECORD OF SURVEYS. VOLUME 14, PAGE 15, M.C.R.
CITY OF MERCED, COUNTY OF MERCED, STATE OF CALIFORNIA RENAISSANCE SUBDIVISION PHASE 1, VOLUME 65, PAGES 4-6, M.C.R 3/4* x 24* IRON PIP WITH PLASTIC PLUG STAMPED
SEPTEMBER 2024 S 8040 N MONUMENT WELL PUBLIC UMUTY EASEMENT DN D.N. 2011-025270, M.C.R.
NOTES FOUND AND ACCEPTED 3/4" IRON PIPE 3.00' NORTH ON EXTENSION CURVE TABLE REFERENCE OF LOT LINE, TAGGED L.S. 6944, AS WITNESS CORNER, PER (G)(H)
LINE TABLE REFERENCE
SET 3/4* IRON PIPE, TAGGED S. 8040, AS 3* WITNESS CORNER ON ALL DISTANCES AND DIMENSIONS SHOWN LOT LINE. UNLESS NOTED OTHERWISE OFFICIAL RECORDS
ALL RECORD INFORMATION
M.C.S. D.N DOCUMENT NUMBER
OR ME ARE OF 20 21 TO AND FROM BLUEBERRY LANE IS FILED IN MERCED COUNTY SURVEYOR'S OFFICE RELINOUISHED BY THIS (*) CALCULATED PER RECORO
LINE DATA TABLE LINE DATA TABLE LINE DATA TABLE CURVE DATA TABLE CURVE DATA TABLE RADIAL BEARING DATA SONE 1" = 60° SATANAE LINE BEARING DISTANCE LINE BEARING DISTANCE CURVE DELTA RADIUS LENGTH CURVE DELTA RADIUS LENGTH RADIAL BEARING -1- S483713E 36.01* L25 s008'30E 19.62* L37 34430 38°39'25" 40.00' 26.99° 40.00 10.24' (R) T S015'28E 1,208.12* (м) 126 102.06* L38 09:530° 85.00* 2229'56* CrO 41:0913
44.0 79.4 48.7 (R)2
N1438'16E
L16 N0'08'30 102.50) L27 5445130 21.21' L39 N89:1303 129.50° c3 9122'27 49.00* 78.14 C11 5549'11 40.00$ 38.97* 222 34(8) | 34(c) (R)3 N1455'17W L35
30"(1) 40° L17 NO 15'34% (м)(B) L30 S4512'02T 20.48* N89'51 30E 85.00* 1135223" 49.007 97.39' C12 54'03'56* 49.ET 483741 (R)4 1752832 170=
L19 NO 08'46% 11.62* NO 15'34% 88.03* L41 S45'08'30°T 21.21* 9123'01" 49.00* 78.15° C13 76'58'29* 49.00 65.83 (R)5 173421013 - 29.50
L20 13499 49.00* N89'51'30 E 60.00$ 50°08 46E 11.62 сб 22'29'54* 49.00* 19.24* C14 13102'25 49.00 112.07 132.00 134.00' L3J NO 15'34 W Nº9°5/30E C7 1155254 (R)Б S145303
121 N89'51 30E 65.35* 87.97 LAJ 49.00* 49.00' 97.39 015 751313° 30(B) RIVER OAK DRIVE 122 N89'5/30E L34 N4547'58E 20.53° 38'39'25" (R)7 S143801
66.04* 40.00 26.99* 00= 131
L23 N89'5/'30E 94.50° S008'30 E 59.00* (R)S N735855
I SEE DETAL THE CROSSING 34'(B)
N89'51 14E 541.82(M) SHEET 2
S008'30E 11.62° S4508'30E 21.21 REMAINDER 29 AT RIVER OAKS
55.82' · 1111 S 183 "70.50 (M)(8) 130.50 (M)(8*) PHASE 1
63.18 ACRES
9NOO030W 74-OP-20 34(C)
SEE SHEET 2 N8951 30E 166.178
102.50
N89'51'14T 701.15 (M) 10'08.30 W 961.65 255.08% 1) 60.00 (M)(8) • N89 51 30'E 10205- 00.00 60.00 60.001 60.00* 60.00 60.00' 60.00 80.00° 182 224 520.00 - _60.00 6,150 S.F.
100.00' 100,00 100.00* 100.00* 100.00* DRIVE
S.F. L16 L1Z
TO BE DEDICATED BY THIS MAP 7300 S.F. [40 & YUBA RVER DRIVE L9 29.50°- 85.00* 8,033 N89'51'30 € 100.00 6030 N89'51'30°E 100.001 N8951'30'E 100.00° 29 28 27 26 25 502045c 3 23 22 SEE NOTE S CHILDS AVENUE 117.00° S.F. 7,888 S.F. 6,000 S.F. 6,000 S.F. 55130°E 6,000 S.F 25130°5 N89'51'30"E N89'51 30E 6,000 S.F. N89'51 30"E 6,000 SE 7,887 SE 20
29.50 | 29.50 21
29.50 - 10' PUE 10" PUE 6,586 S. 7,711 S.F.
65.00$ 60.00 60.00° 60.00" 60,00 60.00 60.00 65.001 87.50 33.00 N89'51'307 436.94 (N) DINKEY CREEK AVENUE N0°08 30W 490.007 N0'08'30W 120.50
29.50 - 29.53.00 29.50'—
579.00
N0'08'30*W 1097.14'
BLUEBERRY LANE 7 N895130E 21252138
N0°08°30° 967,91
50,00: 62.00 60.00 50,00$ 60.00 60.00 60.00 6200" 60.00 60.00 60,00° 106.23 Lid PUES
105.87 105.63
10 11 12 13 14 16 17 CILI
S.F. 6400 6,392 6,385 0,35 8.308 N931 30T *2231 34(B) | 34'(c) S.F. 6,378 S.F. 199°51 302 6,370 S.F. N89 51 30°E 6,363 S.F. 6,356 S.F. 6,349 S.F N895130E S.F. N89'5/'30₴ 6,327 S.F 48951 307 V89'51 30€ S.F 19 LOT S.F. 5,083 S. 9
N89'5. 4,836
40°
60.00 60.001 60.00 6000* 60.00 60.00' 60.00' 60.00* 60.00 60.00* 60.00 60.00' SEETAL D, -TO BE DEDICATED BY THIS MAP 906.08' 906,00(L)
NO 15'28 W 1239.25(M)
NO 15'28 ™ 1327.121
200.07 (M) COFFEE STREET 663.19 (M)
DETAL B SEE •DETAL C
SHEET 2 OF
PARCEL 2 PART
24-PM-11 LOT 99
OP- 25
VOLUME 88 PAGE 3 SHEET 3 OF 3