OWNER'S STATEMENT TENTATIVE MAP NO. 1263 SURVEYOR'S STATEMENT SUBDIVISION NO. 5417
THE CROSSING AT RIVER OAKS, PHASE 2
1 ASE MURED IS TO THE CITY OF MER BEACAMON THE REAL PROPERTY DESCRUSEO BELOW AS AN EASEMENT FOR BEING A SUBDIVISION OF THE REMAINDER SHOWN ON "THE CROSSING AT ALL THE PUSUC UMUTY EASEMENTS AND THE STREET EASEMENT MOICATED ON THIS MAD. RIVER OAKS PHASE 1" IN VOLUME 74 OF OFFICIAL PLATS, PAGES 20-22, LUIS ME TO THE GOT OF MORE FOR EDICATON I FEE THE REM PROPERTY DESCARCO BELON FOR PURUC LYING IN A PORTION OF SECTION 34, TOWNSHIP 7 SOUTH, RANGE 13 EAST,
MOUNT DIABLO MERIDIAN SATE CE CHITE
CITY OF MERCED, COUNTY OF MERCED, STATE OF CALIFORNIA
SURE SEE TE SO NO ONE A IN EAST HIS UNE, TO OF THE 27 MOTING ALONG SOUTH SEPTEMBER 2024
BENCHMARK ENGINEERING CITY SURVEYOR'S STATEMENT
CIVIL ENIN-ERING, PLANNING, AND LAND SURVEYING
CAR SPITE WAY, BUITE A, ICOBSTO, GALPORN, FR
OWNER: TRS ENTERPRISES, INC., A CALIFORINA CORPORATION VICINITY MAP N.T.S.
DATED THIS _ - DAY OF
DATE: STATE ROUTE HIGHMAY 140
BY: PROCE SUTTER - SECRETA JOE M. CARDOSO, PILS. 8857
NOTARY ACKNOWLEDGMENT "ARKHAY E CHILDS AVENUE CITY ENGINEER'S STATEMENT:
COFFEE CAMPUS
E GERALD AVENUE
SOME CHORNI }s.s.
_. BEFORE ME,
A NOTARY PUBLIC, PERSONALLY APPEARED. E MISSION AVENUE E MSSION AVENUE DATE
PRELIMINARY TITLE REPORT CITY CLERK'S CERTIFICATE
LARISSA IS TRUE AND OR REURY UNDER THE LANS OF THE STATE OF CAPORNA THAT THE FOREGON
WITNESS MY HAND
SIGNATURE: COMLASSION NUMBER: SUBDMSION AGREEMENT
PRINCIPAL COUNTY OF BUSINESS: MY COMUSSION EXPIRES: ARE HERE DON 86434(8) OF THE SUBONSON AND ACT, THE FOLOMING CASEMENTS AND/OR DEDICITONS
SOILS REPORT
SUBMISION MAP ACT SECTION 66477.5 CERTIFICATE
SCOTT MCBRIDE, OTY CLERK
OMITTED SIGNATURE STATEMENT DATE
OMER: TRS ENTERPRISES, INC. POLING TOTEREST HORSES OF ECORD HAVE BEEN OVON LAP ACT, THE FOLLOWING SICHATURES OF THE RECORDER'S STATEMENT ADDRESS: P.O. BOX 3520, MODESTO, C1 95352
псо накра об полена оси, та 0, ок. мо 10, са. ALED THIS - - DAY OF -. 20_. AT _
IN VOLUME - • OF OFFICAL PLATS, AT PAGES ..M.CR.
AT THE REQUEST OF TRS ENTERPRISES, INC.
FEE:.
MATT H. MAY, COUNTY RECORDER
• DEPUTY
P: 202-10-2 1351 FLE 1E 25991 Sun Oroming F- PHASE PHUSE 2101-CERT.549 VOLUME SHEET 1 OF 3 TENTATIVE MAP NO. 1263 LEGEND REFERENCES
SUBDIVISION NO. 5417 NOTE: ALL PIPE SIZES ARE INSIDE DAMETER M.C.R. MERCED COUNTY RECORDS • PERV, A LESS NOTED OTHER SS 6944, RECORD OF SURVEY AMENGED BY 6O0K G8 OF OFFICE PLAS, BAGES S2-SAL ACRS, PAGES 43-45, M.CR; AS THE CROSSING AT RIVER OAKS, PHASE 2
P.M. PARCEL MAP
FOUND MONUMENT IN MONUMENT WELL, AS NOTED
BEING A SUBDMSION OF THE REMAINDER SHOWN ON "THE CROSSING AT O.P. OFFICIL PLATS RIVER OAKS PHASE 1" IN VOLUME 74 OF OFFICIAL PLATS, PAGES 20-22, FOUND GPS MONUMENT, AS SHOWN ON REF (A) CORNER RECORD 404-N, MCS.
MEASURED ON THIS SURVEY
LYING IN A PORTION OF SECTION 34. TOWNSHIP 7 SOUTH, RANGE 13 EAST, SET 3/4° x 24" IRON PIPE, WITH PLASTIC PLUG STAWPED LS 8040
MOUNT DIABLO MERIDIAN RADIAL BEARING
CITY OF MERCED, COUNTY OF MERCED, STATE OF CALIFORNIA • SET 3/4 * 21ª MAN DE, WITH PLASTIC PLUG STAMPED PUBUC UTILITY EASEMENT SEPTEMBER 2024 CURVE TABLE REFERENCE
DO NOT LINE, TAPED L 94, AS TIES CORNER PER SID
LINE TABLE REFERENCE
SOT LINE UNDES NOTED OTHERED, AS 3' WITNESS CORNER ON 2P. OFFICIAL RECORDS DOCUMENT NUMBER RENASSANCE SOPSION PHASE 1
PARCEL MAP M.C.S. FILED IN MERCED COUNTY SURVEYOR'S OFFICE OUND 2" BRASS DISK, NO TAG, CALCULATED PER RECORD
- AN CORNER OF SECER (O) 11-PM-26 Ne9511478 20257022
V89'51167 2632.46(D) CHILDS AVENUE
N89'51'14"E N89'54'06"(B) 2595.61°(M)
101.15 (M) 10'-), 125.00' 1769.46'(M) 1769.48'(B)
489*5114 E 424.81 LINE DATA TABLE RECORD DATA TABLE
PARCEL 4 263.86 (M)
24-PM-11 112000 FOUND 2" IRON PIPE, TAGGED LS. LINE BEARING LINE BEARING DISTANCE - L4 4403, IN MONUMENT WELL PER (D) - PER OR. 126-02, M.CR- S483713€ 36.07' 5013357 15700* (8) BE. NORTH 1/4 CORNER SEC 34
D.N. 2014-031 R.— FOUNO 3/4" NO 16'47W 157.00° N89'54'06E 125.00' • IRON PIPE, NO
JU. 17 (K) T- TAC, PER (F) N89514 125.00' S0°13'55€ 157.00* (8) PER No 16'47% 157.00° S0 12'49E 134.00° (B)
PUE 58951307 1,311.98' 50012:49°€ 134.00• (B)
SO 15'34°E 134.00$ (34.00•
60.00(4X) * 70.50 (WB) =0.
224 130.50 (M)(81) NO 15'34 32.00 S0 12'49€ 134.00°
30(1) S
1297.19 (6) SO 15'34 E 266.00 L18 N89'54'15E 212.52' (8) N0'08'30 W 961.65' DETAIL A DETAIL B DETAIL G DETAIL E NO 15'34°W 134.00$
NOT TO SCALE NOT TO SCALE NOT TO SCALE REMAINDER NOT TO SCALE 20007(0) = 0.R. 2008-00 5CM..- 015215 134.00°
PARCEL 2 COFFEE STREET SEE SHEET 3 POPE TA S 63.18 ACRES 24-PM-11 N0°1715W(B) 1895130° 130.50°
3733, PER (F) SHEET 3
100.00
1280.33- 212.52* (м)
118| N895/30E
10.00 (M)(F)
STAS SHEE. 1297.33'(M) BASIS OF BEARINGS
106.09 " 906.00 (L) DONNE LATERAL-
NO 15'28 W 2654.19"(M) N0-19487
" PUE PER (L) TO BE DETAIL C
NOT TO SCALE NOT TO SCALE NOT TO SCALE " WERE AN EPIT SIN MEN FET AND VACATED BY PUBLIC FACILMES EASEMENT PER 223
_ PART OF (8) TO BE VACATED BY THIS MAP 3. DELAND IS FORETON SHON IS FROL MERCED COUNTY 45-RS-15 1000-25 3
1895/ 30Е 1264.89° SUBDMSION SUMMARY
57(FXL*) → 30 LF &g: THE CROSSING AT RIVER OAKS PHASE, T 37(L) THE SHE T PER (A)
20(F) — 21 182 183 74-OP-20
SEAS SHETT 788.98'(M)(8*)
332.98 (м)(8*) 1. 64(8)
210725272 217 10 22698(4)(8) 33400(89 2037 202 TOTAL Тото то я той поист SEE SHE D - 788.98(MY8) | SEE DEAL M TA. FOR WOE HAS CORNED L18 520.50(M)(B) 353.48'(M) 435.50'(M) LOT 170 PER (C)
895130174642( → ONKEY CREEK AVENUE N89'51 30'E 855.83(M) S8954*15 (8) 855.85'(e) N8954*15(9) 1726,45(80) - FOUND AND ACCEPTED FOUND AND ACCEPTED 68-0Р-32 - 3/4" IRON PIPE, NO ORVE
LOT 164 8(C) 4(8) 34 (C) W1249 W(C) 264.00'(M)(C) - DENISE DRIVE NO'12'49°(C) 264.00'(M)(C) DOVE 1001205 4-OP-25 V0'12'49 E(E) 1327.10°(M) 1327.07'(E) : L.S. 6944 PER (8) E CORNER LOT S 50(0) LS. BORA PECASTLE SUBDISION PHA 55122 ALBERT PLUM 60(C*) — D.N. 2005-083959, M.C.R.
30(C) 67-OP-43 37.5'(c) 30'(C) —
SWEET PEA AVENUE 30(C) 61-0P-19
GERARD AVENUE IT CITY OF MERCED IN MONUMENT WELL PER (A)
PARK/BASIN
JATE: 2024-10-214:53 FILE: M:\125988\Survey Drowings\FM - PHASE 2\02-BND.dwg VOLUME PAGE SHEET 2 OF 3 TENTATIVE MAP NO. 1263 REFERENCES
LEGEND
SUBDIVISION NO. 5417 NOTE: ALL PIPE SIZES ARE INSIDE DUMETER M.C.R. MERCED COUNTY RECORDS
THE CROSSING AT RIVER OAKS, PHASE 2 POT E, MES NOTE ONE IS 0944, RS. RECORD OF SURVEY BEING A SUBDMSION OF THE REMAINDER SHOWN ON "THE CROSSING AT PM PARCEL MAP
FOUND MONUMENT EL MONUMENT WELL, AS NOTED
RIVER OAKS PHASE 1" IN VOLUME 74 OF OFFICIAL PLATS, PAGES 20-22, O.P. OFFICAL PLATS
FOUND GPS MONUMENT, AS SHOWN ON REF (A)
LYING IN A PORTION OF SECTION 34. TOWNSHIP 7 SOUTH, RANGE 13 EAST, MEASURED ON THIS SURVEY MOUNT DIABLO MERIDIAN • SET 3/4° x 24° IRON PAPE, WITH PLASTIC PLUG STAMPED LS 8040 (R) RADAL BEARING CITY OF MERCED, COUNTY OF MERCED, STATE OF CALIFORNIA 150940 % MOM MONT PEL MITH PLASTO PLUG STASO SEPTEMBER 2024 PUE PUBLIC UTILITY EASEMENT
C42 CURVE TABLE REFERENCE
NOTES
LINE TABLE REFERENCE
• SOT UNE, UNLESS NOTED ONES 80A0, 1S 5 WINESS CORNER ON O.R. OFFICIAL RECORDS M.C.S. FLED IN MERCED COUNTY SURVEYOR'S OFFICE D.N. DOCUMENT NUMBER DIRECT VEHICULAR ACCESS OF LOTS 20 AND 21 TO AND FROM BLUEBERRY LANE IS (*) CALCULATED PER RECORO
LINE DATA TABLE LINE DATA TABLE LINE DATA TABLE CURVE DATA TABLE CURVE DATA TABLE RADIAL BEARING DATA SCUE 1 - 60°
BEARWG DISTANCE LONE BEARING DISTANCE LINE BEARING DISTANCE CURVE DELTA RADIUS LENGTH CURVET DELTA ROUS LENGTH RADUAL BEARING N 54837137 36.01 19.62' 437 5465130 21.21 36'39'25"| 40.00° 26.99 1439'58 40.00° 10.24' 58623157 S015'28E 1,208.12" N89:5130° 102.06 N9S130T 85.00 2229'56° 49.00° 19.24 | 4109'13" 40.00° 28.73 N1438'16°€ 5445130° 129.50' 912227 49.00° 78.14 554911* 40000° 1997° 34'(8) | 34'(C) N008 30W 102.50° 21.21 455177 1.76 SEE SHEET 52
| 30() NO 15'34W 100.00 (м)(8) 5512102 20.48° 18951305 85.00° 1135223 49.00" 97.39 540556* 19.00° 46.24 N75'28'32 W То = NO 0846W 11.62° NO 15'34W 88,03 SA508'30E 21.21 912301 49.00° 78.15* 7658'29- 49.00° 65.83 7542015 L 29.50° V34'19'19°% 49.00' N89:30E 60.00° 50-0846 E 11.62 2229'54° 49.00' 19.24 13102'25* 49.00° 112.07° 132.00' S1455'30E I wish saco B1321
N89'51 30E 65.35° NOS 34" 9797° Nº9'5130E 49.00' 11352'54* 49.00° 97.39* 751313 * 49.00 | 64.33 30'(B) $14'38'01 W
N89'51'30°E 66.04° 148'47585 20.53 38:39'25° 10.00° 26.99' 300= N89'51 30E 94.50° SO 08'30€ 59.00° N73585° 170.17. THE CROSSING 34(9)
N89'51 14E 541.82'(M) S4508'30°E 21.21' AT RIVER OAKS,
so 08*30°€ 11.62' REMAINDER 55.82' 183 70.50"(м)(B)
63.18 ACRES PHASE 1
→ NB951 51 T 255,17 255.0gN8931302 299.67 74-OP-20 34'(C) SEE SHEET 2
" 424.81 N0951307 5. 178. 102.50 18951307 130.50 (M)E*) N89'51'14'E 701.15'(M) 10% 96165
72.65° 50.00° 50.00° 7000 Ti 80.00' 50.00° 50.00° 60.00* 50.00* 60.00* 60.00*, 30.00° 00° 00' 00°
100.00° 29.50° 100.00 100. 100.00 100. 100.00* DRIVE 50.35 $ 60.000 L16 TO BE DEDICATED BY THIS MAP N89'51'30€ 100.00' 710 UBA RIVER DRIVE 85.00'- 117.00° 6,730 SF. N89'51'30 E 100.00' 48951302510000 19,30 sr. 51'30°E 100 26 SEE NOTE 5- CHILDS AVENUE 6837 Sr. 6,000 S.F. 6,00 5г..
7,887 S.F. 29.50'| 29.50' 121
10° PUE Y 7,711 S.F.
189 6,586 S.F.
60.00 66.00 80.00 80.00 60.00 65.00° 37.30% N8951 302 13694(M) DINKEY CREEK AVENUE N0010525305 N0'8"30% 490.00
-200 3030 29.50°
353.14' 579.00•
(R)E -N51 1206E(R) € 29.50 2501 N008'30 1097.14° ! 18937307 212-52 ()878 BLUEBERRY LANE 29.50' 3800
29.. No 08'30% 267.91
60,00 60.00" 60,00* 60.00" 60.00* 60.00" $0.00* 60,00 60,00' 60.00* 60,00* 60.00' 60' 06.23 05.75 38*
10° PUE J (RIE 106. 105.0
N89'51 14E 124.35' 489'51'30°E 106.84' 189'51'30% 105.99* S0E 10 N9951 30€ 105.51'
6.12' SE N89'51 30E 106.96 N89'51 30'E 106.72* N69'51 30 E 106.48 N59'51*30°E 106.36" 11 N89'51'30 °E 105.87 N89°51'30°E 105.63' - 18 107.1 34 (B) | 34(С) 7251 SE. N0931 303107.00 6,421 6,414 S.F. 6,407 6,392 S.F. 6,385 6,378 S.F. 6,363 S.F. S.F. 6,349 S.F. 19 s0,00* 60.00' 60.00' 60.00$ 60.00° 60.00 60.00* 60.00' 62.00 | 53.50 LTO BE DEDICATED BY THIS MAD 906.08* 906.00(L)
37 (K) NO 15'28 W 1239.25"(M) 10°- 37(L)
101520V 132,2 COFFEE STRET 1L
263.86'(M) 200.00 (M) 200.07 (M) 663.19 (4)
37' 1. 30° 1.
FOR DESCRIPTON- - SHE DETAL A SHETAL B
2ARPM-11 24-СМ -31 PACM- 21
ATE: 2024-10-214:54 FILE: M:\125988\Survey Drowings\FM - PHASE 2\03-MAP.deg VOLUME PAGE SHEET 3 OF 3