ATTACHMENT # 5
OWNER'S STATEMENT TENTATIVE MAP NO. 1263 SURVEYOR'S STATEMENT
HEREBY STATE
AND THAT I AM PAREA ON AND RECENT OF THE SENSON ME AS SHOW MO DETERGEN SUBDIVISION NO. 5419
CONSENT TO THE
BOUNDARY
THE CROSSING AT RIVER OAKS, PHASE 4 MAL TERWA
ALSO HERE TO ARMEDICATON THE REAL PROPERTY DESCRIBED BELOW AS AN EASEMENT FOR
BEING A SUBDIVISION OF THE REMAINDER SHOWN ON THE CROSSING AT ALL THE PUBLIC UTILITY EASEMENTS AND THE STREET EASEMENT INDICATED ON THIS MAP. RIVER OAKS PHASE 3" IN VOLUME 88 OF OFFICIAL PLATS, PAGES 4 - 6 . 8040 LYING IN A PORTION OF SECTION 34, TOWNSHIP 7 SOUTH, RANGE 13 EAST, AROSES TOY HE CO CE FOR DEDICATON IN FEE THE REAL PROPERTY DESCRIBED BELOW FOR PUSUIC MOUNT DIABLO MERIDIAN DATED THIS 32 DAY OF NOVEMBER. 2024 CALIFORNIA*
YUBA RIVER DRIVE, BLUE WATER DRIVE, SUGAR CREEK LANE, SUGAR CREEK COURT, SQUAW VALLEY DRIVE, AND CITY OF MERCED, COUNTY OF MERCED, STATE OF CALIFORNIA CHILDS AVENUE NOVEMBER 2024
MICHAEZ
FURTHER STATE THAT KNOW O VO EASEMENTS OR STRUCTURES
OR DEDICATION TO BENCHMARK ENGINEERING
OWNER: TRS ENTERER ALIFORNIA CORPORATION B:
CIVIL ENGINEERING, PLANNING, AND LAND SURVEYING
BY: DATE: 10/7/24 4265 SPYRES WAY, SUITE A, MODESTO, CALIFORNIA, 95356 (209) 548-9300 CITY SURVEYOR'S STATEMENT
RIDGE SUTTER
NOTARY ACKNOWLEDGMENT VICINITY MAP N.T.S.
SATISFIED SAID MAP IS TECHNICALLY CORRECT.
LAND
1 NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS DATED THIS 20 DAY oF Noeber. 2024 STATE ROUTE HIGHWAY 140
No. 8851
COUNTY OF Stanislaus }ss.
oN Nevember 7 _. 2024, BEFORE ME. M. Cooper
A NOTARY PUBUC, PERSONALLY APPEARED Ridge Sutter E CHILDS AVENUE CITY ENGINEER'S STATEMENT:
E GERALD AVENUE
CERN IS TRUE AND OF FEURY UNDER THE LANS OF THE STATE OF CALFORN, THAT THE FORECONG MADDOX, INTERIM CITY ENGINEER CANO A M E MISSION AVENUE E MSSION AVENUE . 64705
C64705
WITNESS MY HAND 11/20/24
DATE
COMMSSION NUMBER: 2472990 CIVIL
OR CELE
AN COMMISSION EXPIRES: 11/20/27
PRELIMINARY TITLE REPORT
CITY CLERK'S CERTIFICATE
PREPARED BY: FIDELITY NATIONAL TITLE COMPANY
ORDER NUMBER: FFOM-3012400679
DATE
AFFECT: USED IS PROPARATON OF THIS PLAT AND CONSIDERED A PART HERETO BY REFERENCE.
SUBDIVISION AGREEMENT
SUBDVISION AGREEMENT BETWEEN THE CITY OF MERCED AND STONEFIELD HOME, INC. A CALIFORNIA CORPORATION, FOR 5419, CROSSING ACRER OAKS, PHASE 4, RECORDED AS DOCUMENT NUMBER M.C.R.
онт "/2224
SOILS REPORT
WITH THE SUBDYVISION MAP AND LOCAL ORDINANCE, A PRELIMINARY SOILS REPORT FOR THE
KLEINFELDER, UPDATED
CON ENGNEERING SERIES, IN, AND IS ON FIRE IN THE OFFICE OF THE COY ENGINEER OF THE CMY
RECORDER'S STATEMENT
OMITTED SIGNATURE STATEMENT
No 2024027816
PURSUANT TO SECTION
FLED THIS 20%h DAY OF NoveMbeR. 2024 AT 11:56 _A.м.
NEAR TEREST: ASEMENT FOR DITCHES AND CANAL: IN VOLUME 88 OF OFFICIAL PLATS, AT PAGES 7-9 -. M.C.R:
N FAVOR ERE OF AGREES PAGES 175, 178, 181, 184, AND 187
DEED REFERENCE AT THE REQUEST OF STONEFIELD HOME, INC
YPE OF INTEREST CASEMENT FOR DRLL AND OPERATING PUMPING PLANTS BOOK 1216 OF OFFICIL RECORDS, PAGE 402 FEE: 87.00
DEED REFERENCE:
МАТТ Н. МА UNTY RECORDER
8Y: .. DEPUTY
VOLUME 88 PAcE Z SHEET 1 OF 3
TENTATIVE MAP NO. 1263 LEGEND
NOTES
SUBDIVISION NO. 5419 NOTE: ALL PIPE SIZES ARE INSIDE DAMETER R.S. RECORD OF SURVEY BEARINGS AND DISTANCES SHOWN HEREON ARE MEASURED UNLESS OTHERWISE NOTED FOUND 3/4 IRON PIPE, TAGGED LS. 6040. 3 AL RECORD NORMATION SHON S PROM MERCED COUNT RECORDS. DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF P.M. PARCEL MAP
THE CROSSING AT RIVER OAKS, PHASE 4 PER (B), UNLESS NOTED OTHERWISE O.P. OFFICIAL PLATS BASIS OF BEARINGS
FOUND MONUMENT IN MONUMENT WELL, AS NOTED
BEING A SUBDIVISION OF THE REMAINDER SHOWN ON THE CROSSING AT (м) MEASURED ON THIS SURVEY FOUND GPS MONUMENT, AS SHOWN ON REF (A) A BEARING OF S4626'59'E MEASURED FOR RIVER OAKS PHASE 3" IN VOLUME 88 OF OFFICIAL PLATS, PAGES 4-6, (R) RADAL BEARING 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 ON TO COUNTY RECORDS, AS USED AS THE BASS OF BEARINGS FOR THIS SURVEI AT PAGES 38-41.
PUE PUBUC UMUTY EASEMENT
MOUNT DIABLO MERIDIAN WITH PLASTIC PLUG STAMPED
CITY OF MERCED, COUNTY OF MERCED, STATE OF CALIFORNIA 8040 IN MONUMENT W C42 CURVE TABLE REFERENCE REFERENCES NOVEMBER 2024 FOUND AND ACCEPTED 3/4" IRON PIPE 3.00° NORTH ON EXTENSION: 199 LINE TABLE REFERENCE OF LOT LINE, TAGGED LS. 6944, AS WITNESS CORNER, PER (B) GPS SURVEY CONTROL NETWORK, BOOK 58 OF SURVEYS. PAGES 38-41, M.C.R.
OFFICIAL RECORDS CROSSING AT RIVER OAKS PHASE 3, VOLUME 88 OF OFFICIAL PLATS, PAGES 4-6, M.C.R.
FOUND 3/4° IRON PIPE, TAGGED LS. 6944, PER (C) THE CROSSING AI RIVER CARS PHASE T VOLUME 74 OF OFFICIAL PLATS PAGES 20-22 MC.R. (*) CALCULATED PER RECORD SANDCASTLE SUBDMISION PHASE 2, VOLUME 67 OF OFFICIAL PLATS, PAGES 43-45, M.C.R SM L0/4 RON PIPE, TAGGED LS B040, AS 3 WITNESS CORNER RECORD OF SURVEYS, VOLUME 49, PAGES 15-16, M.C.R.
FOUND 3/4" PIPE, TAGGED PARCEL MAP RENAISSANCE SUBDIVISION PHASE 1 LS. 8040, AS A 3° WITNESS
CORTER PER 10) 11-PM-26 SECTION 34 PER (E) 17.00 (M)(B) - DEMATOS D.N. 2024-0035453 CHILDS AVENUE FROM i CORNER
TO FOUND
N6951 14T 1769.46M/B) MONTONE
40.00'
40.00 43 4 56 N89'51'14'E 1769.50' D' WIDE CHILDS AVENU SEE DETAIL E OUND 3/4* IRON PIP
1.85 (м)(B) EDICATED BY THIS HA AGGED LS. 4403, PER (
PARCEL 4 SUBDIVISION SUMMARY THIS SHEET
37 55
24-PM-11/ 152
38 54 32' 42 LOTS LINE DATA TABLE
BLUE WATER N89'51'30 E
39 46 30.00'(м)(B) REMAINDER 1730 AGES LINE BEARING DISTANCE 59 TOTAL 57.09 ACRES N89'51 147 165.81* (м)(B)
PARCEL 3 N89'51 30E
DETAIL A 2,00(M)(B) NO 16'477 (M)(8)
24-PM-11 BLUEBERRY
SEE DETAIL E NOT TO SCALE NS9'51147 125.00' (м)(в)
+2 49
THIS SHEE DETAIL B 157.00' (M)(B)
YUBA RMER DRINE 59.00(M)(8) NOT TO SCALE CHILDS ANENUE NO 15'34 W 78600 (M)(B)
N89'5114°E
131 N89'51 30E
PARCEL 2 172 142 REMAINDER
24-PM-11 47.50 ACRES 134.00' (M)(B)
143 40.00'-
L.10 NO 08'30 W 161.50' (M)(B)
128 Nore 30W 961.67 (W/B). RILE WATER 57 NE 19 48 7
159 NO 08'30 W 161.50'
COFFEE STREET THE CROSSING AT RIVER OAKS, PHASE 2 88-0P-01 27 88-0P-04 N00830W 579.00 FOUND 3/4" PIPE, TAGGED N89'5114E RIVER OAKS, PHASE 158 8709.30 10*1948 1297.33 (M)(8) 1297.19 (C) LS. 8040, AS A 3* WITNESS 1257.33 (M)(8) N0-030W 60.00*
DETAIL C CORNER PER REMAINDER
26 176. 166 157 SEE SHEET 3 NOT TO SCALE L13 S895130W
167 520.00 (M)(B) - 5.00"(M)(8) 15.00 (M)(B) 15.00 DETAIL F 147 N89°51 30% 2.76
25 184 185 45.00$ NOT TO SCALE
30(B) 188
35.00)(8) ** : 15.00 9 187 415 S008 30"E 50.00'
178 168 155 (M)(B)
24 60.00 (MIC) L16 N89'51'30E 6.70°
30 (C) 60.00 (MIC) 50.00 (M)(C)
179 154 220
23 N89'5/30°T 200.00 (M)(B) 59 S00303 50.00$
180 170 153 150
L13 SEE DETAL C DETAIL D L18 N89'51:30E
- LOT 99 4-OP-25- 22 NOT TO SCALE
THIS SHEET Ty52 151 132 131|Ex r59* PUE (B) S008'30 E 50.00* 60 L 59.00(M)(B) SONE 1 = 150 L20 N89'5/30°E 9.65°
17 BLUE WATER DRIVE
REMAINDER s008 30E 55.69
21 SEE CETAL D -102.50 (м)(B) - N893130T 1206.48 (M)B*) 64° PUE (8) - THIS SHEE 184 185 188|189 190|191 192 193| 194 -114
533,27 673.21° FOUND BRASS DISC STAMPED CITY OF
215.21 - MERCED BENCHMARK DO NOT REMOVE
+-- 332.98 (м)(B) 394.00°(M)(B) FOR BM-9 IN MONUMENT WELL PER (A) 20 224 223 222Т 221 216 | 215 2747 213' 212 "211 210 726.98 (M)C) 64°(C) LOT 460.50 (M)(C) * - 206 205. 204 203 | 202 MI.D. EASEMENT SQUAW VALLEY DRIVE (60" ROW PER B) DETAIL E
D.N. 2008-006536, M.C.R.
- LOT 164 NOT TO SCALE
4-OP-25~ DINKEY CREEK AVENUE
N8951 30 7 835.85 (M)(9) 855.85(c) 02918W 2892,12 (4-CAOUND
FOUND AND ACCEPTED
3/4° IRON TAGGED SEE DETAL B LOT 170
THIS SHEET 4-OP-25 AS NORTHEAST
DENISE DRINE CORNER LOT 170 PER (0)
LS. 6944 PER (C) THE CROSSING AT LOT A
SANDCASTLE SUBDIVISION RIVER OAKS, PHASE 1 68-OP-32 N
т то SO
PHASE 2 74-OP-20
67-OP-44 LOT A N739'3/W 1424.52 (M-GROUND)
61-OP-19
CITY OF MERCED FOUND BRASS DISC STAMPED
PARK/BASIN CITY OF MERCED BENCHMARX
VOLUME 88 PAGE 8 IN MONUMENT WELL PER (A)
SHEET 2 OF 3
TENTATIVE MAP NO. 1263 LEGEND NOTES
SUBDIVISION NO. 5419 NOTE: ALL PIPE SIZES ARE INSIDE DIAMETER R.S. RECORD OF SURVEY -LL BETANCE AND RENON SNOW LEASE NE AND GE IN AT THERED NOTED. DISTANCES AND DIMENSIONS SHOWN ARE IN FEET AND DECIMAL PARTS THEREOF FOUND 3/4" RON PIPE, TAGGED L.S. 8040. P.M PARCEL MAP RECORD INFORMATION SHOWN. IS FROM MERCED COUNTY RECORDS THE CROSSING AT RIVER OAKS, PHASE 4 PER (B), UNLESS NOTED OTHERWISE LOTS B1 AND 82 ARE UNBUILDABLE UNTIL SUCH TIME THAT THEY ARE MERGED WITH O.P. OFFICIL PLATS COMPLIANT LOTS.
FOUND MONUMENT IN MONUMENT WELL. AS NOTED
BEING A SUBDIVISION OF THE REMAINDER SHOWN ON THE CROSSING AT (M) MEASURED ON THIS SURVEY REFERENCES RIVER OAKS PHASE 3" IN VOLUME 88 OF OFFICIAL PLATS, PAGES 4-6, FOUND GPS MONUMENT, AS SHOWN ON REF (A) (R) RADIAL BEARING
LYING IN A PORTION OF SECTION 34, TOWNSHIP 7 SOUTH, RANGE 13 EAST, SET 3/4% x 24ª IRON PIPE, WITH PLASTIC PLUG STAMPED LS 8040 GPS SURVEY CONTROL NETWORK, BOOK 58 OF SURVEYS, PAGES 38-41, M.C.R.
PUE PUBLIC UTILITY EASEMENT (B. THE CROSSING AT RIVER OAKS PHASE 3 VOLUME 88 OF OFFICIAL PIATS PAGES 4-6. MOR MOUNT DIABLO MERIDIAN (C) THE CROSSING AT RIVER OAKS PHASE 1, VOLUME 74 OF OFFICIAL PLATS, PAGES 20-22, M.CR. 7 3/4 х 2 IRON PIPE.
CITY OF MERCED, COUNTY OF MERCED, STATE OF CALIFORNIA :8040 IN MONUMENT WE 042 CURVE TABLE REFERENCE SANDCASTLE SUBOMSION PHASE 2, VOLUME 67 OF OFFICIAL PLATS, PAGES 43-45. M.C.R.
NOVEMBER 2024 RECORD OF SURVEYS, VOLUME 49, PAGES 15-16, MC.R.
FOUND AND ACCEPTED 3/4" IRON PIPE 3.00' NORTH ON EXTENSION L99 LINE TABLE REFERENCE BENCHMARK ENGINEERING OF LOT LINE, TAGGED LS. 6944, AS WITNESS CORNER, PER (B, O.R. OFFICAL RECORDS B- FOUND 3/4° IRON PIPE, TASGED L.S. 6944, PER (C) (*) CALCULATED PER RECORD -59 PUE (8)
CIVIL ENGINEERING, PLANNING, AND LAND SURVEYING SET 3/4 IRON PIPE, TAGGED LS. 8040, AS 3" WITNESS CORNER
SCE UCIAL
ON LOT LINE DETAIL F SHEET 212
4265 SPYRES WAY, SUITE A, MODESTO, CALIFORNIA, 95356 (209) 548-9300
NOT TO SCALE
- N0:08'30W 161,50
L12 102.50
LINE DATA TABLE LINE DATA TABLE LINE DATA TABLE CURVE DATA TABLE RADIAL BEARING DATA LOT B1 29.50° 29.50 10' PUE 126 S.F. 10" PUE -1 194 55.00
LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE CURVE DELTA RADIUS LENGTH BEARING 5,637 S.F.
50.00* L27 19.82 L36 89.75* 4016 47% 123
N48'31'032 N89'51 30E 635'05* 329.50 37.87* (R) 1 S800909E L17 N0'08'30W 50.00* L28 N45 12'02 W L37 N95130E 89.75 609'17 300.00$ 32.23° 131 N008'30W 102.50 (R)2 58249'24'E 6,137 S.F.
M8991 30Y
0030N 50.00' L29 NO 15'34% 88.03* L38 $4508'30E 21.21* 1103'58" 300.00 57.94' (R)3 S4747'32W 48.45 214
53749" 29.50 29.50* 193
L21 N4451'30€ 21.21' 270.50' 26.58* 2.40
(R)4 S1438017 6,339 S.F. - 10*
N9:5303 99.82° L31 545'08'30E 21.21* L40 N9:51303 85.00 337'48" (R)5 S1455'33E
120 89:5303 103,45* N89'51 30E 85.00* L47 N0°08'46% 11.62* c6 342957° 40,00° 24.09 (R)6 L26
$79 39'33 W - SEE SHEET 2
39166W 23.18* L42 5008'46 E 11.62 3309'31" 49.00° 28.36 c2 SQUAW VALLEY DRIVE S 30'(c) (R)7 $55'38'33E NO 16'477 C3 NO 15'343V
L25 S444758 20,53 L34 N45+08130W 21.21 143 N951303 263.75 c8 85'24'53* 49.00* 73.05* - 26.17 132.00 NO 15'34*W 87,97 S44130 21.21 c9 28'27'30" 49.00* 24.34' (R)8 17911:37 30(C) Pa: 033 182
C10 (R)9 L29
49.00 97.39
C11 38'39'25" 40.00* 26.99 (R) 10 18546413 10° PUE
SONE 1* - 501 18)4 -10' PUE
C13 058'18* 270.50* 4.59 (R) 11 585201533 192 215
OR COMPLETE DIMENSION 29.50° 29.50
SEE DETAIL E SHEET 5,573 S.F.
1 02 2.
REMAINDER 81.64
49.12 ACRES DETAIL G N008'30 W 102.50
417 → SEE SHEET 2 NOT TO SCALE 50.00* 191 50,00*
NO 08'30"₩ 579.00 Nог08'30 % N89'51'30E 533.27* BLUE WATER DRIVE 5,125 S.F. N895/'30°E 533.27 / 60.00 60.00 50.00 50.00 50.00 50.00* 50.00* 50.00* 50.00* 50.00' 60.00 N89'5130E 171.39 257.581
29.501 29.50* N008 30W 102.50
DEMATOS D.N. 125.00'(м)(B) N8951 '30'E 132.09 122.44 114.20* 114.20° 107.51 104,75 104.75 104,75 104.75 104.75* 2004-0035453 N89°5/ 30E 122.44 30% 104.75 50.00$ 190 50,00 S.F. 59 60 144 V89°51 '30°E 104.75 99.75 5,125 S.F.
S.F. 5,710 61 142 143 145 146 147 148 149 150 151 217
S.F. N99:5130 5,375 S.F. N8951 30E 104
6,172 S.F. 30/34252 6,172 SF. 5,237 S.F. 5,237 S.F. N89'5130"E 5,237 S.F. 48951301 5,237 S.F 5,237 S.F. 3,237 S.F 489*51*302 5,237 S.F. 5,237 SF 6,173 S.F.
RIVER 29.50' 29.50 N0-08'30W 102.50
CRIE HO PIED
NO 16'47W 10% PUE - 10' PUE-
117.00 (M)(B) (10' PUE 50.00° 189 50.00* 355.50
$5.68 $ 50.00 1/ $0.00* 50.00° 1) 15.00 YUBA 50.00$ 50.00 50.00' 340.82* 5,125 S.F.
65.77 $5.00° 50.001 50.00' 50.00" 50.00* 50.00* 45.00
NO 08'30 ™ 253.08* N0°08 30W 490.00 218
SUGAR CREEK COURT 29.50 SUGAR CREEK LANE 29.50° N0°08 30W 102.50 353.18'
N0'08'30"W 932.18' 188 50.00°
1815 NS1 12'04 *E(R) 79,50 29.50 29.50° 5,125 S.F.
C1L070 N0°08'30 253.081 NO°0830W4900
50.00* 50.00 50.00* 50.00 45.00 45.00* 50.00 50.00 50.00* 50.00 50.00 50.00 50.00 50.00 15.00 N0'08'30W 102.50 N89'51'14°T 165.81 (M)(B) 127.65
tO' PUT NO PUE 8 100.00' 100.00* 8 10' PUE 187
29.50* 29.50 100.001 100.00$ 100.00* 29.50' 29.50
5,125 S.F.
55 54 53 51 50 161 160 159 158 157 156 30°€ 155 154 153 152 56 5,105 S.F. 5,000 S.F 5,000 S.F. 5,000 S.F. 5,888 S.F. 5,888 S.F. 5,000 SF 5,000 S.F. 5,000 S.F. 5,000 S.F. 151'30°E 5,000 S.F. NO 830% 10250° 220 6,323 S.F. N89:5/'30E N89'51 30°E N89'51'30°E 5,000 S.F. 5,000 S.F 5,888 S.F. 489'51 810 PUE
186
-SEE SHEET 2 29.50° 29.50 29.50 5.125 S.F.
67.67 (M)(B) 55.00*(м)(B) 50.00*(м)(B) 50.00'(м)(B) 50.00 '(м)(B) 50.00 "(M)B) 50.00 (M)(B) 50,00(M)(B) 6000(8) 2030°
60.00 "(M)(B) | [60.00 (MB).. 50.00 (M)(B) 50.00 *(M)B) 50.00 (M)(B) 50.00'(M) B) 50.00*(M)(B) 50.00 (M)(B) 102.50 (M)(B 382.67 (M)(B) 520.00 (м)В) N0°08'30 161.50*(M)(B)
29.50" N0°08'30W 961.67 (M)(B)
49 (B) (B) 164 165 166 167 168 169 170 29.50 29.50' FOR COMPETIN 162 163
SEE DETAL A_ (8) (B)
, THE CROSSING AT RIVER OAKS PHASE 3, SHEET 2
88-0P-04 VOLUME 88 PAGE SHEET 3 OF 3