ATTACHMENT #4
OWNER'S STATEMENT SURVEYOR'S STATEMENT
TENTATIVE MAP NO. 1263
МЕЛЕВТ STATE THAT T AM THE OWNER OF ENTRE ITLE TO HERE PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON THAT 1 AM PERSON WHOSE CLEAR SUBDIVISION NO. 5418
SURVEY EV CONFORMANCE WITH THE REOUIREMENTS OF SUBUNSICA PREPARATION AND RECORDATION OF THIS SUBDIVISION MAP AS SHOWN WITHIN THE EXTERIOR REQUEST OF STONEFIELD HOME, INC., BOUNDARY LINES. ACT AND LOCAL ORDINANCE AT THE
JANUARY 2021. HEREGY STATE THAT ALL THE MONUMENTS ARE
THE CROSSING AT RIVER OAKS, PHASE 3 CHARACR AND COCUP THE POSITIONS INDICATED OR THAT WILL BE SET ALSO PURPOSES TO CRETE MERCATON THE REAL PROPERTY DESCRIBED BELOW AS AN EASEMENT FOR IFREVOCABLY DECEMBER 31,
OR BEFORE SAID
SUBDISION BE, SUFFICIENT BY THE CITY OF MERCED, AND THAT
BEING A SUBDIVISION OF THE REMAINDER SHOWN ON THE CROSSING AT HE MONUMENTS OR WILL ENABLE THE SURVEY TO BE ALL THE PUBUC UTILITY EASEMENTS AND THE STREET EASEMENT INDICATED ON THIS MAP. SUBSTANTALLY CONFORMS TO THE RIVER OAKS PHASE 2* IN VOLUME & 8 OF OFFICIAL PLATS, PAGES /-3 LYING I ALSO HEREBY IRREVOCABLY OFFER FOR DEDICATION IN FEE THE REAL PROPERTY DESCRIBED BELOW FOR PUBLIC IN A PORTION OF SECTION 34, TOWNSHIP 7 SOUTH, RANGE 13 EAST, PURPOSES TO THE CITY OF MERCED. DATED THIS 15E DAY OF ACTOSER. 2024 CALIFORNIA A
MOUNT BASE DIABLO MERIDIAN
RIVER OAK DRIVE RIVER CAK COURT, YUBA RIVER DRIVE, AND BLUE WATER DRIE CITY OF MERCED, COUNTY OF MERCED, STATE OF CALIFORNIA OCTOBER 2024
MICHAEL HALTERMAN, P.LS 8040
OWNER: TRS ENTERPRISES, INC., A CALIFORNA CORPORATION BENCHMARK ENGINEERING aT. 10/15/2029 B:
BY: CIVIL ENGINEERING, PLANNING, AND LAND SURVEYING
CITY SURVEYOR'S STATEMENT
4265 SPYRES WAY, SUITE A, MODESTO, CALIFORNIA, 95356(209) 548-9300
NOTARY ACKNOWLEDGMENT THAT IT
SATISFIED SAID MAP IS TECHNICALLY CORRECT.
NOTARY PUBLIC OR OTHER ONCENT MERCE IS EATE SHE NOT THE TREELESS.
WHO THE
ACCURACY, OR VALIDITY OF THAT DOCUMENT. VICINITY MAP N.T.S. DATED THIS 7 Dar oF Nowember, 2024 No. 8851°999 UNTY OF Stemalas 3s.s.
STATE ROUTE HIGHWAY 140
oN Acheber 15 _ 20244. BEFORE ME M. Compe
A NOTARY PUBUC, PERSONALLY APPEARED Ridge Sotter CITY ENGINEER'S STATEMENT:
I HEREBY STATE THAT I HAVE EXAMINED
SUBOVSION SHOWY HEREON IS SUBSTANTIALLY THE SAME AS IT
WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE E CHILDS AVENUE
SUBSCRIBED TO THE WITHIN INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME PROVENCE OF RIG IN HIS/HER/THEIR AUTHORIZED CAPACITIES), AND THAT BY HIS/HER/THEIR SIGNATURE(S) STATE ROUTE 1 APPLICABLE AT THE THE OF APPROVAL OF THE TENTATIE W THE PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT.
ARRED COPER UNDER THE LAWS OF THE STATE OF CALFORNA THAT THE FOREGOING E GERALD AVENUE RCE. 04705 A MADOOX, INTERIM CITY. ENGINEER
WITNESS MY HAND 11/7/24 C64705
SIGNATURE: UM. Coope COMMISSION NUMSER: 2472990 E MISSION AVENUE E MISSION AVENUE DATE CIVIL
PRINCIPAL COUNTY OF BUSINESS: Stanislaus MY COMMISSION EXPIRES: /1/20/2027
CITY CLERK'S CERTIFICATE
PRELIMINARY TITLE REPORT
IDELITY NATIONAL TITLE COMPAN
RDER NUMBER: FFOM-30 IMPROVEMENS BEING ACCEPTED BY THE CITY OF MERCED), ALL EASEMENTS AND OTHER DEDICATIONS
PREPARATION OF THIS PLAT AND CONSIDERED A PART HERETO BY REFERENCE
SUBDIVISION AGREEMENT
SUBOIVISION AGREEMENT BETWEEN THE CITY OF MERCED AND STONEFIELD HOME : A CALIFORNIA CORPORATION, DIE "17/24 202405004045418, CROSSING AT M.C.R.
SOILS REPORT
SUBOWISION WAS PREPARED ON SEPTEMBER
RECORDER'S STATEMENT
OMITTED SIGNATURE STATEMENT
No. 2024026748
FLED THS 7 DAY oF November 2024. 11:38 A.M
FOLLOWING INTERESTS HOLDERS RECORD HAVE BEEN OMI
IN VOLUME 88 OF OFFICAL PLATS, AT PACES
.. M.C.R.
NEAR REST
EED REFERENCE AT THE REQUEST OF STONEFIELD HOME, INC.
FEE 87º
DEED REFERENCE: 500K 1216 OF OFFICIAL, RECORDS, PAGE 402 МАТТ H. МА: ECORDER
BY: _. DEPUTY
VOLUME 88 PAGE 4 SHEET 1 OF 3
LEGEND NOTES
TENTATIVE MAP NO. 1263
NOTE: ALL PIPE SIZES ARE INSIDE DIAMETER R.S. RECORD OF SURVEY SUBDIVISION NO. 5418
FOUND 3/4" IRON PIPE, TAGGED L.S. 8040) P.M. PARCEL MAP PER (8), UNLESS NOTED OTHERWISE
THE CROSSING AT RIVER OAKS, PHASE 3 O.P. OFFICAL PLATS
FOUND MONUMENT IN MONUMENT WELL, AS NOTED BASIS OF BEARINGS (M) MEASURED ON THIS SURVEY
BEING A SUBDIVISION OF THE REMAINDER SHOWN ON THE CROSSING AT FOUND GPS MONUMENT, AS SHOWN ON REF (A) RIVER OAKS PHASE 2° IN VOLUME 88 OF OFFICIAL PLATS, PAGES /-3 (R) RADIAL BEARING CONTROL NETWORK FILED 58 OF SURVEYS, AT PAGES 38-41.
LYING 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 MERCED COUNTY RECORDS, WAS USED AS THE BASIS OF BEARINGS FOR THIS SURVEY
PUE PUBLIC UTILITY EASEMENT
MOUNT BASE DIABLO MERIDIAN 14 × 24 IRON PIPE, WITH PLASTIC PLUG STAMPE 8040 IN MONUMENT WE C42 CURVE TABLE REFERENCE REFERENCES
CITY OF MERCED, COUNTY OF MERCED, STATE OF CALIFORNIA
OCTOBER 2024 FOUND AND ACCEPTED 3/4" IRON PIPE 3.00' NORTH ON EXTENSION L99 LINE TABLE REFERENCE GPS SURVEY CONTROL NETWORK, BOOK 58 OF SURVEYS, PAGES 38-41, M.C.R.
OF LOT LINE, TAGGED L.S. 6944, AS WITNESS CORNER, PER (B) O.R. OFFICIAL RECORDS THE CROSSING AT AVER OAKS PHASE 2 VOLLE ROOF OFFICIAL PLATS PAGES S M.C.R.
FOUND 3/4° IRON PIPE, TAGGED L.S. 6944, PER (C) THE CROSSING AT RIVER OAKS PHASE 1, VOLUME 74 OF OFFICIAL PLATS. PAGES 20-22, M.C.R. (*) CALCULATED PER RECORD SANDCASTLE SUBOISION PHASE 2, VOLUME 67 OF OFFICAL PLATS, PAGES 43-45, M.C.R.
RECORD OF SURVEYS, VOLUME 49, PAGES 15-18, M.C.R.
SE LOT NON PIPE, TAGGED LS. 8040, AS J WINESS CORNER
FOUND 3/4" PIPE, TAGGED PARCEL MAP RENAISSANCE SUBDIVISION PHASE 1 -Ls 0040, AS A 3" WITNESS 65-0P-04
CORNER PER (B) 11-PM-26 NORTH 1/4 CORNER
CHILDS AVENUE SECTION 34 PER (E,
N89'51 14E 1769.46 (M)B)
N89'S1'14T 424.81 (M)(B) FOUND 3/4° PIPE FOUND 3/4 RON PIPE, 17.00(M)(B) - X049. AS A 3 WITNESS SUBMISION SUMMARY
Г- 165.81' TAGGED LS. 4403, PER (E)
36 CORNER PER (B)
36 LOTS 4.35 ACRES
PARCEL PER OR INTELE MET. STREETS 1.74 ACRES
24-PM-11 REMAINDER 57.09 ACRES
(M)(B) TOTAL 63.18 ACRES
184 15.00 REMINDE LINE DATA TABLE
PARCEL 3 & 500" 18
55.00* 45.00
24-PM-11 BLUEBERRY 59(8) LINE DISTANCE
60,00 (M)C) REARIN
60.00"(M(C) 50.00(MXC))
222 170.00 (M)(8) 220 5895130 170.17 (M)(B)
59.00(M)(B) DETAIL A M00830 59.00* (MXB)
961.677 NOT TO SCALE
N4447'58E 20.53 (м)(e)
PARCEL 2 172 162
M.L.D. EASEMENT NO 15'34 W 134.00 (M)(B)
24-PM-11 173 REMAINDER O.R. 2008-006536, M.C.R
SO 15'342 134.00 (M)(B)
28 57.09 ACRES
174 32° NO 1534 W 134.00 (M)(B)
COFFEE STREET THE CROSSING AT OAKS, PHASE 88-0P-01 N991303 NO 19'48 W 1297.33(M)(B) 1297.19(C) 27 171 30.00'(M)(8) 1280.33 (M)(8)
175 1.85 No 16'47 W 157.00 (M)(B)
SEE SHEET 3
N89'51 14"E 125.00$ (M)(B)
12 176 N95130
RIVER 520.00 (м)(B) 2.00 (M)(B) L10 SO 16'47°E 117.00' (M)(B) 177
5895130W 87.73
178 168
24 DETAIL B DETAIL C NO 15'34"# (M)(B)
179 169 NOT TO SCALE NOT TO SCALE
L38 NO-1534 266.00° (MB*)
23 180 170
- LOT 99 4-OP-25— 22 181 17% - PUE PER (B)
16 BLUE WATER DRIVE HIS SHEE SONE
- 59'(B) ROW BM-9 IN MONUMENT WELL
FOUND 3/4 IRON PIPE PER (A)
TAGGED L.S. 8040,
MONUMENT WELL PER B SEE DETAN A THE CROSSING AT RIVER OAKS PHASE 1 184 |185 [THIS SHEET
21 1021785 160.50(M)Ca)/(Er51 30 7 j311 48(4)(84) 788.98 '(M)(B)(C*) - (050(M(B) 332.98 (м)(6 394.00*(M)(8)
224 223 222T221 216 1215 y. 214T213 212 726.98(M)(C) 206 205 204 2031 202 64'(C) N842918 288212(4-GROUND) LOT: - SQUAW VALLEY DRIVE (60" ROW PER C) OUND 3/4" IRON PIPE, A - RIVER OAK DRIVE (60" ROW PER B) AG, FOR NORTHEAST CORNE L788.98 (M)(8)| THIS SHEE OF LOT 170 PER (D)
- LOT 164 $20.50'(M)(B) 353.48 (M)(8) 435.50(м)(8)
4-OP-25~ N89'51 30T 1309.48*(M)(8*) DINKEY CREEK AVENUE N89'51 30Е 855.83 (M)(8) 855.85'(c)
FOUND AND ACCEPTED
ANANAEDI FOUND AND ACCEPTEL FOUND AND ACCEPTED TAGGED LOT A . TAGGED TAGGED 3/4° IRON PIPE 68-0P-32 S/GIS DE
3 002, WEL * 0 8 ENG ACCO TAG. IN HELL PER (D) ORNE WE TACO DENISE DRNE VOTED AS BEING TAGGET L.S. 6944 PER (C) LOT 170 LS. 6944 PER (D) LS. 6944 PER (C)
PLUN 4-OP-25
SANDCASTLE SUBDIVISION PHASE 2
67-OP-44 LOT A FOUND BRASS DISC STAUPED
61-OP-19 *CITY OF MERCED BENCHMARK
CITY OF MERCED DO NOT REMOVE" FOR BM-
N MONUMENT WELL PER (A
PARK/BASIN
VOLUME 88 PAGE U 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 ALL BEARINGS AND DISTANCES SHOWN HEREOW ARE MEASURED UNLESS OTHERWISE NOTED PARTS THEREOF.
FOUND 3/4% RON PIPE, TAGGED LS. 8040, P.M PARCEL MAP A RECORD INFORATION SHOWN IS FROM MERCED COUNTY RECORD THE CROSSING AT RIVER OAKS, PHASE 3 •
PEND UNLESS nOTE THERMIS
O.P. OFFICIAL PLATS REFERENCES
FOUND MONUMENT IN MONUMENT WELL, AS NOTED
BEING A SUBDIVISION OF THE REMAINDER SHOWN ON THE CROSSING AT (M) MEASURED ON THIS SURVEY RIVER OAKS PHASE 2" IN VOLUME 88 OF OFFICIAL PLATS, PAGES /-3 FOUND GPS MONUMENT. AS SHOWN ON REF (A) (A) (R) RADIAL BEARING (8)
LYING 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 THE CROSSING AT RIVER OAKS PHASE 1, VOLUME 74 OF OFFICIAL PLATS M.C.R.
MOUNT BASE DIABLO MERIDIAN PUE PUBLIC UTILITY EASEMENT SANDCASTLE SUBMSION PHASE 2 : 67 OF OFFICIAL PLATS, PAGES 43-45, M.C.R.
CITY OF MERCED, COUNTY OF MERCED, STATE OF CALIFORNIA IRON PIPE, WITH PLASTIC PLUG STAMPED C42 RECORD OF SURVEYS, VOLUME 49, PAGES 15-16, M.C.R.
CURVE TABLE REFERENCE
OCTOBER 2024
FOUND AND ACCEPTED 3/4* IRON PIPE 3.00" NORTH ON EXTENSION L99 LINE TABLE REFERENCE • OF LOT UNE, TAGGED L.S. 6944, AS WITNESS CORNER, PER (B) O.R. OFFICIAL RECORDS
BENCHMARK ENGINEERING
FOUND 3/4" IRON. PIPE, TAGGED L.S. 6944, PER (C) CALCULATED PER RECORD 30°E B: CIVIL ENGINEERING, PLANNING, AND LAND SURVEYING SET 3/4° IRON PIPE, TAGGED LS. 8040, AS J° WITNESS CORNER ON LOT LINE 2.95
4265 SPYRES WAY, SUITE A, MODESTO, CALIFORNIA, 95356 (209) 548-9300
CURVE DATA TABLE CURVE DATA TABLE RADIAL BEARING DATA LINE DATA TABLE LINE DATA TABLE LINE DATA TABLE
CURVE DELTA RADIUS LENGTH CURVE DELTA BEARING LINE DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE 38'39'25" 40.00' 26.99* 38'39'25* 40.00' 26.99' (R): N86022 589'51 30W (M)(B) 21.21' L33 N89'51'307 81.27 c2 2828'54* 49.00 24.36* 405'39* 23.54' DETAIL D
(R)2 N8437'04% NO 08'30% 59.00* (M)(B) L25 5445130W 21.21 L34 SO 0846 E 11.62°
NOT TO SCALE
85'23'29" 49.00° 73.03* C10 63313" 300.00 34.31 (R)3 N795759 54447597 20.53* (M)(B) 589-5130W 85.00' L35 00846 W 11.62 11352'23 49.00* 97.39 C11 5'31'26" 270.50 26.08 S89'51'30W 90.68 L27 N89'5/ 30°E 85.00' L37 SO 15'34*E 87.97 (мy(B) (R)4 S143817
85'24'00" 49.00* 73.04' C12 640'17 34.93 L17 N89'51 30E 87.73 S450830 21.21 138 NO 15 34 7 266.00* (M)(B) SONE 1° - 50° (R)5 51455'333
2828'54* 49.00° 24.36 C13 101'43" 300.00 5.39* S430541 E -7
21.96 N45130 21.21 089:5130 105.00
(R)6 N79°40'57E
C7 11352'54 49.00* 97.39 538'34* 300.00* 29.54' L20 N89'51 30E 135.27 L30 089:5130°E 85.00* (R)7 1833518 L22 N473733 131
20.17° 8951 30E 259.00 - 59' PUE (B)
L23 S895130 85.00* L32 N89'5/307 81.27 29.50' 29.50°
REMAINDER (B) (B)
57.09 ACRES
SEE SHEET 2 SEE DETA
SHEET!
N008'30W 961.67 N008'30W 161.501
67.67 35.00° 50,00* 50.00 50.00 50.00° 50.00* 50.00 50.00* 50.00' 50.00' 50.00' 50.00 50.00 102.50
60.00° 6000: 129501/12950/
520.00* -10 PUE
8 29.50 29.50* 221
100.00' 100.00* 8 - 0• RUE S 8 8 50.00 185
10' PUE- 10' PUE --
5,125 S.F
CHILDS AVENUE 43 VB9'51 30°E 100.00" RIVER
6,323 S.F. 44 45 47 48 49 DRIVE 162 163 164 165 166 167 168 169 170 171 117.00 5,104 S.F. 5,000 S.F. § 129.50 5,888 S.F. 5900 Sr N008'30"W 102.50 (RIE 5,000 S.F. N89'51'30E 5,000 S.F. N89:5130° 5,888 S.F. 5,000 S.F. N89'51 30E 5,000 S.F. 5,000 S.F. N99'51 30€ 5,000 S.F. 5,000 S.F. 5,000 S.F. 489'5130°E 5,000 S.F. 5,000 S.F. 13 YUBA 9.50°
N99*51 184 60.00(NYC)
10" PUE - 10" PUE 5,543
8.06°
50.00 50.00 50.00* 50.00 45.00* 45.00' 50.00 $0.00$ 50.00' 50.00$ 50,00 50.00* 8/ 50.00' 50,00
N0'08'30" 253.06' N0-08 30™W 465.40°
-N51'29 '05 W(R) RIVER OAK COURT 237
29.50 RIVER OAK DRIVE
(34 N0°08'30% 863.06
Ne951 147 259.00% 30 C10 c12 V2.
353.18'
(R)S -N51'1204 E(R) C14
29.50° 123
N0'08'30W, 253.06* N0'08'30"W 465.401 =c11! MONUMENT WELL PER (8)
50.00 50.00 50.00' 50.00 45.00 45.00 50.00 50.00' 50.00* 50.00* 50.00* 50.00* 50.00 50.00* 10" PUE TO PUE T 58 10 PUE - -20.40
29.50 29.50' FOUND AND ACCEPTED
100. 29.50$ 29.50* 100.00 (00.00 100.00• 3/4- PIPE.
17.001 (R)E. (8) (B)
052
38 39 40 41 42 172 173 174 175 178 NOTED BEING
36 50203.3 500 5. 5 50005. E 176 5000 SA B 177 179 180 181 89'51'30€ 5,000 S.F Nº9'51 30'E 5,000 S.F. 5,000 S.F. 5,887 S.F. 5,888 S.F. 5,000 S.F. 5,000 S.F. 5,000 S.F 5,000 S.F. 5871533 6944 PER (D) 6,321 S.F. N89°51 30E N89'5/ '30E 48951 30% DRIVE 183
10" PUE -10" PUE
29.50* 29.50
382.65 (M)(8) 520.00*(M)(B) 10' PUE
67.65 - $5.00° 450.00°. - 50,00 = S0.00 0300 60.00 60.00$ - 50.00* = 50.00 - 50.00° -
22.65 (M)(8) 60.00 (M)(8) 60.00 (м)(฿) 80.00 X89 -5000° M800 8000 - 8000 г 8000- 60.000-7500.00 60.00 (6) (() 1-500 000
60.00*(M)(B) 60.00 (M)B. 60,00 (м)(B) 60.00 (M)(B) 182
008:30°W 1020.65 (M)(B
BLUE
FOUND 3/4" PIPE, TAGGED
LLS. 8040, AS A 3ª WITNESS 34 29.50° 29.50° 25
CORNER PER (B) (B) (B)
THE CROSSING AT RIVER OAKS PHASE 2 29.50' 29.50
88-0P-01 (8) (B) 21
VOLUME 88 PAGE 6
SHEET 3 OF 3