OWNER'S STATEMENT TENTATIVE MAP NO. 1263 SURVEYOR'S STATEMENT SUBDIVISION NO. 5418
THE CROSSING AT RIVER OAKS, PHASE 3
1 MASO PURED IS TO CHE CITY OF MOR BERICAMON THE REAL PROPERTY DESCRIBED 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 2" IN VOLUME -- OF OFFICIAL PLATS,
LUISO ME TO TRE IT OF MORE FOR COCATON IN FEE THE RENA PROPERTY DESCARCO BELON FOR PURUC STATE OF CALL
MOUNT BASE DIABLO MERIDIAN
RIVER OAK DRVE, RIVER OAK COURT, YUBA RIVER DRINE, AND BLUE WATER DRVE. CITY OF MERCED, COUNTY OF MERCED, STATE OF CALIFORNIA OCTOBER 2024
OWNER: STONERELO HOME, INC, A CAUIFORNI CORPORATION BENCHMARK ENGINEERING BY: GREG HOSTELER, PREDENT DATE: CIVIL ENGINEERING, PLANHING, AND LAND SURVEYING CITY SURVEYOR'S STATEMENT I29S SPIRES WAY, SUITE A, LODESTO, GALIFORNIA, SIDEL (209) 546-0050
NOTARY ACKNOWLEDGMENT
VICINITY MAP N.T.S. DATED THIS DAY 0F
JDE M. CARDOSO, P.L.S. 8851
STATE ROUTE HIGHWAY 140
_. BEFORE ME. -
A NOTARY PUSLIC, PERSONALLY APPEARED. CITY ENGINEER'S STATEMENT:
ATTACHMENT 133415 SITE PARKWAY E CHILDS AVENUE
STATE ROUTE MACHINAY COFFEE
PAPARAH IS TRUE AID OF LECTURY UNDER THE LANS OF THE STATE OF CAUTORIA THAT THE FOREGONG E GERALD AVENUE 2 WITNESS MY HAND
SIGMATURE: _ COMLSSION NUMBER: - E MISSION AVENUE E MOSSION AVENUE DATE PRINCIPAL COUNTY OF BUSINESS VY CONUISSION EXPIRES:
CITY CLERK'S CERTIFICATE
PRELIMINARY TITLE REPORT
SUBDIVISION AGREEMENT SCOTT MERRIDE, CITY CLERK
DATE
SOILS REPORT
RECORDER'S STATEMENT
OMITTED SIGNATURE STATEMENT
POLING TO SET ELSE PROO HAVE GEN ON LAP ACT, THE POLONE SIONITUARES OF THE ALED THES _ DAY OF . 20_. AT.
IN VOLUME. . OF OFFICIL PLATS, AT PAGES . M.C.R.
AT THE REQUEST OF STONEFELD HOME, INC.
FEE:
MATT H. MAY, COUNTY RECORDER
_. DEPUTY
VOLUME PAGE SHEET 1 OF 3
TENTATIVE MAP NO. 1263 LEGEND NOTES
SUBDIVISION NO. 5418 NOTE: ALL PIPE SIZES ARE INSIDE DUMETER R.S. RECORD OF SURVEY PER, IN LESS NOTED OTHERWISE 80D. P.M. PARCEL MAP
THE CROSSING AT RIVER OAKS, PHASE 3 AFICAL PLATS
0.Р. BASIS OF BEARINGS
• FOUND MONUMENT IN MONUMENT WELL, AS NOTED
KEASURED ON THIS SURVEY
BEING A SUBDIVISION OF THE REMAINDER SHOWN ON "THE CROSSING AT FOUND GAS MONUMENT, AS SHOWN ON REF (A) RIVER OAKS PHASE 2" IN VOLUME -- OF OFFICIAL PLATS, PAGES -, LYING RADAL BEARING IN A PORTION OF SECTION 34, TOWNSHIP 7 SOUTH, RANGE 13 EAST, SET 3/4% x 24" IRON PIPE, WITH PLASTIC PLUG STAMPED LS 8040 PUE PUBLIC UTILITY EASEMENT MOUNT BASE DIABLO MERIDIAN • IS 8040% 3A MENT WEL WITH PLASTIC PLUG STAMPED REFERENCES CITY OF MERCED, COUNTY OF MERCED, STATE OF CALIFORNIA C42 CURVE TABLE REFERENCE OCTOBER 2024 L99 LINE TABLE REFERENCE
SO LO LINE. CEO 5 A AS TESS CORNER PETERSON
O.R. OFFICIAL RECORDS
FOUND 3/4" IRON PIPE, TAGGED L.S. 6944, PER (C) CALCULATED PER RECORD PARCEL MIO ON LOT IRON PIPE, TAGGED LS. 8040, AS J WITNESS CORNER RENAISSANCE SUBDIVISION PHASE 1
65-OP-04
CORNER PER (B) 11-PM-26
CHILDS AVENUE
N89'51 14E 1769.46 (M)B)
19951747 42481(4)6) 165.81 20 SUBDISION SUMMARY
CORNER PER (B)
24-CM-11 PER UN 1274 COSMET -
65 (M)(B) 63.18 ACRES
382.
LINE DATA TABLE
24-CM-3, BEARING
50.00 (M)(C) 60.00'(M)(C) 50.00 (MC), DISTANCE
170.00"(M)(8) 509513071 170.17
59.00(M)(B) DETAIL A 59.00' (м)(B)
NOT TO SCALE 20.53
24-CM-11 N008 30W 961.67 A.R. 20080056, M.CR- NO-534 134.00' ()(B)
REMAINDER
57.09 ACRES SO153T 134.00' (w)(8)
COFFEE STREET THE CROSSING AT RIVER OAKS, PHASE 2 1008'30 96105(1)) *N8951 307 N0 19 48°% 1297.35 (M)(B) 1297,19°(C) NO 1534 W | 134.00' _(M)(®) SEE SHEET 3 Г 30.00"(M)(в) \ 1280.33 (MB) N0 1647W 157.00' 18931 4 125.00°
$ 176 N8951'30E
8177 2.00°(M)(B) 501647E 117.00
520. S095130% 87.73
DETAIL R DETAIL C NO 1534W 87.97 (M)(B)
VOT TO SCALE NOT TO SCALE NO1S34 266.00' (М9*)
- LOT 99 4-OP-25 — 1h181 PUE PER (B)
16 BLUE WATER DRNE CE SCALE N 2 - 150°
59(8) ROW BU-9 NY MONUMENT WELL
18 MONUMENT WELL PER (B) THE CROSSING AT RIVER OAKS PHASE 1 21 | 182 183 V995/30E 1311.48 (M)(8*) 74-OP-20
789.98 (M)(B)(C*).
132.98(м)(8) 394.00(M)(B)
| 224 223 2147213 212 211 210 726.98(M)(C) 206 205 204 2037 202 L6(c) SQUAW VALLEY DRIVE (60' ROW PER C)
520.50(N)(8) 353. 48(4X8) - 788.98 (MX8).|
- LOT 164 435.50 (MX8)
:-OP-25 - 11 N39'51 30 855.83(4)(8) 855,85 (c)
FOUND AND ACCEPTED FOUND AND ACCEPTED LOT A
SACO ON A TACED SON ON ARE AN 3/4" IRON PIPE, TAGGED 68-OP-32 IS 0520 WE
DENSE DRIVE - NOTED AS BENG TAGGED TAG, IN WELL PER (D) VOTED AS BEING TAGGED LS. 6944 PER (C) L.S. 6944 PER (C) 4001-25
PLUM ALBERT
SANDCASTLE SUBDIVISION PHASE 2
67-OP-44 LOT A FOUND BRASS DISC STAUPED
61-OP-19
CITY OF MERCED
PARK/BASIN
JATE: 2024-10-9 10:42 FILE: M:\125988\Survey Drowings\FM - PHASE 3\02-BND.dwg VOLUME PAGE SHEET 2 OF 3 TENTATIVE MAP NO. 1263 LEGEND NOTES
SUBDIVISION NO. 5418 NOTE: ALL PIPE SIZES ARE INSIDE DIAMETER R.S. RECORD OF SURVEY P.U. PARCEL MAP
THE CROSSING AT RIVER OAKS, PHASE 3 OFFICAL PLATS REFERENCES • FOUND MONUMENT IN MONUMENT WELL, AS NOTED
BEING A SUBDIVISION OF THE REMAINDER SHOWN ON "THE CROSSING AT KEASURED ON THIS SURVEY RIVER OAKS PHASE 2* IN VOLUME - OF OFFICIAL PLATS, PAGES -, LYING • FOUND GOS MONUMENT, AS SHOWN ON REF (A) RAOHL BEARING IN A PORTION OF SECTION 34, TOWNSHIP 7 SOUTH, RANGE 13 EAST, • SET 3/4° x 24° IRON PIPE, WITH PLASTIC PLUG STAMAED LS BOO PUBUIC UNUTY EASEMENT
MOUNT BASE DIABLO MERIDIAN PUE
CITY OF MERCED, COUNTY OF MERCED, STATE OF CALIFORNIA • 158940 * 3A MEN WEL ITH PLASTIC PLUG STAMPED C42 CURVE TABLE RETERENCE OCTOBER 2024 LINE TABLE REFERENCE
O.R. OFFICAL RECORDS
BE BENCHMARK ENGINEERING • FOUND 3/4° IRON PIPE, TAGGED L.S. 6944, PER (C) (*) CALCURATED PER RECORD CIVIL ENGINEERING, PLANHING, AND LAND SURVEYING %: ST L" RON RPE, TROGO LS BOO, AS J' MINESS CORNER A SPIRED WAY, SUITE A, LODGATO, CALIFORN, MEN (899) H6-8800
CURVE DATA TABLE CURVE DATA TABLE RADIAL BEARING DATA LINE DATA TABLE LINE DATA TABLE LINE DATA TABLE
DELTA RADIUS LENGTH DELTA RIOUS LENGTH RADIAL BEARING BEARING DISTANCE BEARING DISTANCE BEARING DISTANCE 38'39'25° 0.00• 26.99° 38'39'25" 10.00' 26.99° N68602527 5895130% 170.17 (M)(B) N450830W 21.21 N951303 81.27
21.21 11.62' DETAIL D
2828'54* 19.00' 24.36' 4'05'39* 529.50' 23.54' 8437047 N00в'30" 59.00' (м)(B) 54451'30W 500546°% NOT TO SCALE 85'23'29° 49.00° 73.03° 6'33'13" 300.00° 3431° 5844758 20.53 (м)(B) 589'51'30 W 85.000 1795759W
11352'23* 49.00' 97.39* C11 53126° 270.50' 26.08° S8951'30W 90.68' Nº95/'30E 85.000 50-15343 _(M)(B) 514'38'01 W SONE 1° - 50'
85'24'00" 49.00° 73.04° 640'17 300.00' 34.93 51435333 N89'51 30E 87.73 S4508307 21.21 A015345 266.00 (M)(B) 28'28'54* 49.00° 24.36" C13 101'43° 300.00° 5.39* S4305417 21.96° 4530°5 21.21 N6951303 105.00° 11352'56* 49.00° 97.39' C14 29.54° N79'40'57€ 135.27° 85.00 300.00' N89'51 30E Nº9'5130E
N83358m N4737137 20.17 V8951'30E 259.00' • 59' PUE (8)
81.27° 29.50° 29.50° 220 |
85.00' N95130°
REMAINDER
57.09 ACRES SEE SEET 2
SEE SHEET 2
NO 08'30% 961.67 NOOS SOW 161.50°
67.67 50.00° 502.07 50.00° 50.00 60.00° Го, 60.00' 50,00 50.00 50.00 32000* 50,00° 50,00 50.00* 50,00 60.00° F97950/129.50i 102.50'
29.50° -10° PUE 221
100.00 100.00 100.00' 100.00° 10° PUE 50.00' 185 і s0
10° PUE- -10' PUE 100.00 100.00' 100.00. 5,125 S.F.
L33 L27 RIVER 90.68 L16
CHILDS AVENUE 117.00* 5,104 5r. 1695130710000. S.00 F N89'51'30'E 100.00' 5,000S N89'5130 E 100.00 5,00 5 V89'51'30T 100.00' 5048S V89'51 30 E 100.00 49 0128500* 164 V89'5/'30% 100.00' 165 5,888 S.F. 5,000 5,000 S.F. V89*51 30°E
rUBA 29.50'
89* V89'51
PUE T- 10' PUE -
, 8.06°- 50.000 50.00° 50.000 45.00° 45.00* $0.00' 50.00 50.00 50.00* 50.00° 50.00° 50.00* coolo- N08307450
-N51'29'05 W(R) 29.50° RIVER OAK COURT 29. 29.50 RIVER OAK DRIVE 18951170-59000 295029050° 00'30 ½ 6506 =o-c10
353.16 509.90
29.50° 30'(C)
Vo'08'30"% 253.06* 50° 2405 - NOOS'30" 165.40"
30.00, 50.00' 50.00° 45.00' 50.00' 50.00' 50.00° 50.00° 50.00° 50.00° -2040E= 10' PUE- 58 10 PUE g 00° 00°
100.00 100.00 100.00 100.00$ 100.00$ (00.00' 100.00' 29.50° | 2950° 29,50° 29,50° 100. 100. 100.
117.00 176
N89'51'30 E 100.00' 40 N89'51'30E 100.00' N89'5130 E 100.00 173 174 5005. 5 5000 5r. 5 L32 5,104 S.F.: 5,000 SF. ( 5,000 s.F. 5,887 SF. | L30 5.000 SF. 5,000 S.F. V89'51 '30E 181. ig 10' PUE - -10' PUE N89°51
29.50' 29.50°
382.65'(м)(B) 520.00(M)(B)
= 30.00 4 60.00 - 50000=0.00(4)(B) 60.00* BLUE WATER DRIVE 200(W8) =e- 8 5000. 6000% 6) =2000 = 50.00 =0.00 (W(8) = = saco: 80.00 (M) В) 7 60.00
60.00'(м) (B) 60.00 (WYB) 60.00 (м)(B)
-OUND 3/4" PIPE, TAGGED
- LS. 8040, AS A 3' WITNESS 1 29.50* 29.50$
CORNER PER (B)
THE CROSSING AT RIVER OAKS PHASE 2 29.50• | 29.50°
ATE: 2024-10-9 10:42 FILE: M:\125988\Survey Drowings\F - PHASE 3\03-MAP.dag VOLUME PAGE SHEET 3 OF 3