RESOLUTION NO. 2024-_
A RESOLUTION OF THE CITY COUNCIL OF
THE CITY OF MERCED, CALIFORNIA,
APPROVING THE FINAL SUBDIVISION MAP
FOR THE CROSSING AT RIVER OAKS, PHASE 4
SUBDIVISION (#5419)
WHEREAS, a Tentative Subdivision Map for the Crossing at River Oaks, Phase 4 Subdivision was approved on December 8, 2004, by the Planning Commission; and,
WHEREAS, a Final Map conforming to the approved Tentative Map has been filed with the City of Merced; and,
WHEREAS, the tentative map was granted extensions by the State of California and the City of Merced extending the life of the tentative map to June 8, 2025; and,
WHEREAS, the City Engineer has reviewed the Final Map and certified that the Final Map substantially conforms to the conditionally approved Vesting Tentative Subdivision Map; and,
WHEREAS, all required certificates on said Final Map have been signed and, where necessary, acknowledged; and,
WHEREAS, the City has determined that the Final Map is statutorily exempt from the California Environmental Quality Act (CEQA) Statutory Exemptions, Title 14 of the California Code of Regulations Section 15268(b)(3) Ministerial Projects, Approval of Final Subdivision Maps and a Notice of Exemption is attached hereto.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF MERCED
DOES RESOLVE AS FOLLOWS:
SECTION 1. FINDINGS. The City Council finds and declares that:
1. The Final Map is statutorily exempt from the California Environmental Quality Act (CEQA), Statutory Exemptions, 1 X: Resolutions|2024\Planning\Approving Final Subdivision Map No. FSM #5419, Crossing at River Oak, Ph 4.docx Title 14 of the California Code of Regulations Section
15268(b)(3) Ministerial Projects, Approval of Final Subdivision Maps.
2. The Final Map is in substantial compliance with the Tentative Map.
The discharge of waste from the proposed subdivision into the sewer system will not result in violation of existing
requirements of the Water Quality Control Board.
The Final Map is consistent with applicable general and specific plans.
5. The design or improvement of the proposed subdivision is consistent with applicable general and specific plans.
The site is physically suitable for the proposed type of development.
The site is physically suitable for the proposed density of development.
The design of the subdivision or the proposed improvements are not likely to cause substantial environmental damage or substantially and avoidably injure fish or wildlife of their habitat.
The design of the subdivision or the type of improvements are not likely to cause serious public health problems.
10. The design of the subdivision or the type of improvements will not conflict with easements, acquired by the public at large, for access through or use of, property within the proposed
subdivision.
11. An agreement has been entered into with the developer satisfactory to guarantee completion of public improvements within the subdivision.
2 X:1Resolutions|2024\PlanninglApproving Final Subdivision Map No. FSM #5419, Crossing at River Oak, Ph 4.docx SECTION 2. APPROVAL OF MAP. The City Council hereby approves the Final Map for the Crossing at River Oaks, Phase 4 Subdivision, as shown on the map attached as Exhibit A and incorporated herein by this reference, and does hereby accept on behalf of the public all streets, courts, avenues, public utility easements, public facility easements, and other public areas as shown on the map.
PASSED AND ADOPTED by the City Council of the City of Merced at a regular meeting held on the_ _day of _202_, by the following called vote:
AYES: Council Members:
NOES: Council Members:
ABSTAIN: Council Members:
ABSENT: Council Members:
APPROVED:
MATTHEW SERRATTO, MAYOR
Mayor
3 X:Resolutions 2024\Planning\Approving Final Subdivision Map No. FSM #5419, Crossing at River Oak, Ph 4.docx ATTEST:
D. SCOTT MCBRIDE, CITY CLERK
BY:_
Assistant/Deputy City Clerk
(SEAL)
APPROVED AS TO FORM:
CRAIG J. CORNWELL, CITY ATTORNEY
Saig Gornwel 10/10/2024
/ Attorney Date
4 X: \Resolutions\2024\Planning\Approving Final Subdivision Map No. FSM #5419, Crossing at River Oak, Ph 4 docx OWNER'S STATEMENT TENTATIVE MAP NO. 1263 SURVEYOR'S STATEMENT AND THAT YAN THE ONLY PERSON WHOSE OR SENT IS NE SARY TO PAST LET TIE TO SAD END I HERE. SUBDIVISION NO. 5419
ONSENT TO THE PREPARATION AND RECORDATION OF THIS SUBDISION MAP AS SHOWN WITHIN THE EXTERIO BOUNDARY LINES.
THE CROSSING AT RIVER OAKS, PHASE 4 BRATE
LEASE PURPOSES TO CARE TO DE ME ELICATON THE REA PROPERTY DESCRUBED BELOW AS AN EASIENT FOR BEING A SUBDIVISION OF THE REMAINDER SHOWN ON "THE CROSSING AT ALL THE PUBUC UMUTY EASEMENTS AND THE STREET EASEMENT INDICATED ON THIS MUD. RIVER OAKS PHASE 3" IN VOLUME OF OFFICIAL PLATS, PAGES W0. 00% LYING IN A PORTION OF SECTION 34, TOWNSHIP 7 SOUTH, RANGE 13 EAST,
LUISO ES TO HE GIC OF ORCED FOR DEDICATON IN FEE THE REAL PROPERTY DESCRIBED BELOW FOR PUBLIC MOUNT DIABLO MERIDIAN
THIS NE EVE, BLUE WATER DRIVE, SUGAR GREK LINE, SUGAR GREEK COURT, SOUN VALY DENE, AND CITY OF MERCED, COUNTY OF MERCED, STATE OF CALIFORNIA NOVEMBER 2024 MOCHAEL HALTERMAN, P.LS. 8040
BENCHMARK ENGINEERING
ONNER: TRS ENTERPRISES, INC, A CALIFORNA CORAPORATION BE
CIL ENGINEERING, PLANNING, AND LAND SURVEYING
BY RIDGE SUTTER - SECRETARY DATE: CITY SURVEYOR'S STATEMENT NOTARY ACKNOWLEDGMENT VICINITY MAP N.T.S. THE SUBOVISION UP ACT AND 'AL MOMOLA PIO SONED THE DOCUMENT TO ENCH THIS ERICATE IS ATASHED, IN NOT THE TRUTHFULNESS. DATED THIS - DAY OF - -. 20 STATE ROUTE HIGHWAY 140
ACCURACY, OR VALIDITY OF THAT DOCUMENT.
JOE M. CARDOSO, P.L.S. 8851
ON - _. 20_. BEFORE ME,
A NOTARY PUBLIC, PERSONALLY APPEARED. E CHILDS AVENUE CITY ENGINEER'S STATEMENT:
STATE ROUTE 335500
SHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(S) IS/AR
SUBSCRIBED TO THE WITHOW INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAM E GERALD AVENUE
W HIS/HER/THEIR AUTHORIZED CAPACITY(ES), AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE PERSONS) ACTED, EXECUTED THE INSTRUMENT.
I CERAH IS TRUE AN OF REURY UNDER THE LAWS OF THE STATE OF CALFORNA THAT THE FORECONG E MISSION AVENUE E MSSION AVENUE CHARD A MADDOX, INTERIM CITY ENGINE CE 647
WITNESS MY HAND DATE
SIGNATURE: COMMISSION NUMBER:
PRINCIPAL COUNTY OF BUSINESS: MY COMMISSION EXPIRES:
PRELIMINARY TITLE REPORT
CITY CLERK'S CERTIFICATE
SUBDIVISION AGREEMENT
SCOTT MOBRIDE, CITY CLERK
SOILS REPORT DATE
RECORDER'S STATEMENT
OMITTED SIGNATURE STATEMENT
POLONG TIES OR OR ARE HAVE SEE ONE ACT, THE FOLIONING SIONATURES OF THE No.
FILED THIS — DAY OF — _. 20_. AT. . _1
IN VOLUME OF OFFICAL PLATS, AT PAGES -, M.C.R.
AT THE REQUEST OF STONERELD HOME, INC.
YPE OF INTERES MERCED MRIG ON LIST PERATING PUMPING PLANTS FAVOR O FEE:
DEED REFERENCE: BOOK 1216 OF OFFICIAL RECORDS, PAGE 402 MATT H. MAY, COUNTY RECORDER
BY: _. DEPUTY
DATE: 2024-11-5 13:15 FLE: M:1125988|Suny Drawings \FM - PHASE 4|01-CERT.ong VOLUME PAGE SHEET 1 OF 3
LEGEND NOTES
TENTATIVE MAP NO. 1263
NOTE: ALL PIPE SIZES ARE INSIDE DIAMETER R.S. RECORD OF SURVEY SO HASE NOTED SUBDIVISION NO. 5419
FOUND 3/4" IRON PIPE, TAGGED L.S. 8040, P.M. PARCEL MAP
UNLESS NOTED OTHERWISE
THE CROSSING AT RIVER OAKS, PHASE 4 O.P. BASIS OF BEARINGS
FOUND MONUMENT IN MONUMENT WELL, AS NOTED
(M) MEASURED ON THIS SURVEY
BEING A SUBDIVISION OF THE REMAINDER SHOWN ON "THE CROSSING AT FOUND GPS MONUMENT, AS SHOWN ON REF (A) N THE GO SAN ONE ME NETOR FLED NONE SE OF SUNS, AT AGES 18 RIVER OAKS PHASE 3" IN VOLUME OF OFFICIAL PLATS, PAGES (R) RADIAL 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 ERCED COUNTY RECORDS, WAS USED AS THE BASIS OF BEARINGS FOR THIS SURVE
PUBLIC UTILITY EASEMENT
MOUNT DIABLO MEDI WITH PLASTIC PLUG STAMPED C42 CURVE TABLE REFERENCE
CITY OF MERCED, COUNTY OF MERCED, STATE OF CALIFORNIA REFERENCES NOVEMBER 2024 LINE TABLE REFERENCE
OF LOT LINE, OFFICIAL RECORDS
FOUND 3/4% IRON PIPE, TAGGED L.S. 6944, PER (C) CALCULATED PER RECORD FOUND 3/4" PIPE, TAGGED PARCEL 'MAP SN LOT IRON PIPE, TAGGED LS. 8040, AS J' WITNESS CORNERE RENAISSANCE SUBDIVISION PHASE 1 LaS. 8040, AS A 3 WINESS STREET. 65-0P-04 17.00'(M)(8)
CORNER PER (B) 11-PM-26 (FROM CORNE
CHILDS AVENUE TO FOUR
- DEMATOS D.N. 2004-0035453 MONUMENT)
N895114*E 1769.46 (MB)
- 40.00° 40.00°
N89'51'14'E 1769.50' O' WIDE CHILDS AVENU
36 43 fll 56 - N89'5/'30°E E DETAIL F - FOOD 15 AS PER (E)
1.85"(M)(B) EDICATED BY THIS MA IS SHE
SUBDIVISION SUMMARY
PARCEL • 13€5 152
24-PM-11 34
321 LINE DATA TABLE
BLUE MATER 30.00'(м)(8) \ [LINE TI BEARING DISTANCE
• 53 58 REMAINDER
32 382.67 - 165.81" (M)(B)
47 52 59 TOTAL 57.09 ACRES
N89'51'30 E 12 N01647M 117.00 (M)(B)
PARCEL 3 BLUEBERRY LANE 31 DETAIL A 2.00 (M)(B)
41 RIVER OAK 48 51 60 M.I.D. WELL EASEMENT N8951 14E 125.00' (M)(B) 24-PH-11 O.8. 1216-402 UC.P
SEE DETAL E NOT TO SCALE
THIS SHEET NO 16'47 W 157.00 (м)(B,
DETAIL B
NOT TO SCALE / CHILDS AVENUE NO'15'34 W 134.00 (M)/B)
- YUBA RIVER DRIVE • 59.00(M)(B) 08951145
N89'5/'30°E 1769.46'(M)(B) Nº9'5/'30°E 117.77
131 REMAINDER 134.00'
172 1020/ 101 142 (M)(B)
PARCEL 2 29 $7.50 ACRES
24-PM-11 173 L10 NO 08'30 T 161.50 (M)(B)
PHASE BLUE WATER
2|174 DRIVE 57
159 N89'5114 E
COFFEE STREET THE CROSSING AT RIVER OAKS, PHASE 2 N0'08'30"W 579.00' FOUND 3/4" PIPE, TAGGED 1769.50 1257.33 (M)(8) No 19'48 W 1297.33 (WYB) 1297.19°(C L12 NOB 3070 60.00' 27 - L.S. 8040, AS A 3' WITNESS
DETAIL C CORNER PER (B) L20 RENAWDER L13 58951307 263.75 26 146 NOT TO SCALE DETAIL F
12 - - 5.00 (M)(B) 15.00(M)(8)15.00 58 214 N8951'302 2.76 167 520.00 156 147 NOT TO SCALE
25 185 45.00° L15 500830T 50.000
30(B) 5500(1) 000) 0003)
RVER OAK RIVER 168 155 148 •9218 116N8951302 6.70'
24 60.00'(M)(C) 60.00'(M)(C) 50.00 (M)C)
179 169 154 149 30'(c) 222 N895130°E 200.00 (M)(B) 220 L17 5008 301 50.00* 23 L18 M89'51'302E 8.24
180 170 150 SEE DETAL C DETAIL D
22 - SEE DETAN THIS SHEET NOT TO SCALE L19 _ S008'30E 50.00° - 400p-25- HIS SHEE 151 132 - 59 PUE (B) 60
SCALE N L- 150° 120N8951302 9.65'
BLUE WATER DRIVE I 59.00(M)(8) 121 5008302 55,69
REMAINDER
5 N8951'30E 1206.48(M)(6*) 64° PUE (8) - - L14
18 |188 |189 190 191 192 193 | 194 FOUND BRASS DISC STAMPED "CITY OF 533.27 673.21 -MERCED BENCHMARK DO NOT REMOVE*
19 - - FOR BM-9 IN MONUMENT WELL PER (A)
394.00 (M)(B)
20 1228/ 223 2147213 212 211 210 726.98 (M)(C) 206'205, 204 203Т 202 64°(C) MLI.D. EASEMEN LOT A 460.50'(м)(C) SQUAW VALLEY DRIVE (60' ROW PER B) DETAIL E D.N. 2008-006536, M.C.R NEUT - LOP-25- DINKEY CREE ENE N89'51 30 € 855.85 (M)(B) 855.85(c) 82918W 288212 (A-CAOUND) FOUND AND ACCEPTED LE SHE D LOT 170 FOUND 3/4" IRON PIPE ENSE DOVE 1- ор - 2: COPER LOT S120 PER 45)
PLUM DRIVE ALBERT DOVE LOT A
LS. 6944 PER (C) THE CROSSING AT
SANDCASTLE SUBDIVISION RIVER OAKS, PHASE 1 68-OP-32
PHASE 2 74-OP-20 LOT A
67-0P-44
61-OP-19
CITY OF MERCED
PARK/BASIN
VOLUME PAGE IN MONUMENT WELL PER (A) SHEET 2 OF 3
DATE: 2024-11-5 13:18 FLE: 40125988 Survey Drawnas FM - PHASE 4 02-800.dwa TENTATIVE MAP NO. 1263 LEGEND NOTES
SUBDIVISION NO. 5419 NOTE: ALL PIPE SIZES ARE INSIDE DIAMETER R.S. RECORD OF SURVEY FOUND 3/4 IRON PIPE, TAGGED L.S. 8040, P.M. PARCEL MAP
THE CROSSING AT RIVER OAKS, PHASE 4 PER (B), UNLESS NOTED OTHERWISE O.P. OFFICIL PLATS
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 OF OFFICIAL PLATS, PAGES FOUND GPS MONUMENT, AS SHOWN ON REF (A) (R) RADIAL BEARING GPS SURVEY CONTROL NETWORK, BOOK 58 OF SURVEYS, PAGES 38-41, M.C.R.
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 PUE PUBLIC UTILITY EASEMENT THE CROSSING AT RIVER OAKS PHASE 3, VOLUME MOUNT DIABLO MERIDIAN THE CROSSING AT RIVER OAKS PHASE 1, CITY OF MERCED, • SET 344 × 24 RO PIPE, WITH PLASTIC PLUG STAMPED CURVE TABLE REFERENCE (D) PHASE 2, VOLUME OFFICIAL PLATS, PAGES 43-45, M.C.R.
COUNTY OF MERCED, STATE OF CALIFORNIA SANDCASTLE SUBDYVSION (E) RECORD OF SURVEYS WUME 49. PACES 15-16. M.C.R
NOVEMBER 2024 LINE TABLE REFERENCE
- BENCHMARK ENGINEERING O.R. OFFICIAL RECORDS
: • FOUND 3/4 IRON PIPE, TAGGED L.S. 6944, PER (C) (*) CALCULATED PER RECORD - 59° PUE (8)
CMIL ENG HE-RING, PLANNING, AND LAND SURVEYING SEE DETAL SN LOT IRON PIPE, TAGGED LS. 8040, AS J' WITNESS CORNERE DETAIL F SHEET 2 EM SPYMES WAY, SUITE A, MODESTO, CALFOMEN, SETS (2R0) 5-58 NOT TO SCALE - NO08'30 W 161.50
L12 102.50
2250°
LINE DATA TABLE LINE DATA TABLE LINE DATA TABLE CURVE DATA TABLE RADIAL BEARING DATA LOT B1 1410 PUT 94 126 S.F. 10° PUE A 55.00• 55.00•
LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE CURVE DELTA RADIUS LENGTH RADIAL BEARING 263,75 5,637 S.F.
50.00' L27 N48*31 03"E 19.82' 136 89'5130E 6'35'05" 329.50*| 37.87* 57
89.75 (R) T 58009 09[
131 N0-08'30 W 102.50
L17 50.00° 128 1451202W 20.48° L37 N89'51'30°E 89.75° c2 609'17 300.00' 32.23° (R)2 582'49'24°E -7.09) 6,137 S.F.
No 0830% 50.00' L29 NO1534 88.03' S45'08'30°E 21.21° c3 11'03'58" 300.00' 57.94' (R)3 S4747'32W 48.45°
29.50' / 29.50% 193
NO 08'30 W 55.69' L30 N44'5130E 21.21 L39 N44'51'30 E 21.21 CA 53749 270.50' 26.58° 2.40° (R) 4 S1438'01W -(8)8-C13] 6,339 S.F.
N895130°% 99.82' S45'08'30°E 21.21' L40 Nº951'30E 85.00' c5 337'48* 329.50" 20.88' (R)20-о (R)S S1455'33E SEE NOTE 4-
L23 N89:5303 103.45' 1.32 N89'51 30E 85.00' L41 N0208 46W 11.62* 3429'57* 40.00° 24.09° L26 (R)6 5793933W -SEE SHEET 2 SQUAW VALLEY DRIVE S 30 (C)
L24 N391626W 23.18' L33 N9:5130° 85.00' L42 S0'08'46"E 11.62' c7 3309'31 19.00° 28.36 (R)7 S55'38'33E NO-167% NO 15'34 W
L25 5A447587 20.53' L34 N4S08307 21.21 L43 N89'5/'30°E 263.75' c8 85'24'535 49.00' 73.05 po: 26.17 132.00 L26 NO 15'34% 87.97 L35 S4451'30 21.21" 28'27'30" 49.00' 24.34' (R)8 911:377 30(C) (R)9 L29
11352'23* 49.00' 97.39° N84'49*26%
SCALE 1" = 50° C11 38'39'25" 40.00' 26.99' (R) 10 85461W 10' PUE 1 C13 058'18 10 P192 55.50°
270,50' 4.59* (R) 11 58520'53E
•COMPLETE DIMENS 29.50' 29.50' 40.82°
EE DETAN E SHEET ฿ 132 5,573 S.F.
REMAINDER 81.64
No 08'30 W 102.50*
DETAIL G
119 - SEE SHEET 2 NOT TO SCALE
191 50.00
- - 111=0 N008'30W 579.00' BLUE WATER DRIVE 5,125 S.F.
71 60.00" 50.00' 50.00 50.00' 50.00' 50.00' 50.00* 50.00* 50.00* 13200. (22.4dt 29.50° 29.50°
DEMATOS D.N. 25.00*(M)(B), 122.468• 107.51 104.75' 104.75 69.75 50.00 50.00° 2004-0035453 N89'5114 € 132.09 1.1575 190
48955130°5 59 V89'51'30°E 114,20 5,125 S.F
S.F. V89'51'30€ 5,710 S.F. • 60 142 143 N8951 30E 104.75 144 145 146 150 151 5,375 S.F. 10135255 6,172 S.F. 5,237 S.F. 5,237 S.F. 18951 30E 5,237 S.F. 18951302 5,237 S.F. 6,173 S.F. ( -0 2950 29,50°° | NO'SOW 10250°
(R)Z, Go pure
NO 16'47°% 10' PUE-V 189 36000-
- 117.00'(M)(B) 10° PUE
0 5000 5000 50.00 45.00.30 T515,00 50.00' 50.00 50.00' 50.00 50.00' 50.00° 50.00° 50.00 45.00° 5,125 S.F.
65.77 SUGAR CREEK COURT SUGAR CREEK LANE
25.00* 1442- 353.18 579.00' Was 30%
N008 30W 932.18 188 50.00'
(B)2 29.50° 5,125 S.F
11 ojo N0'08'30"%, 253.08 15.000 =0.21 45.00-0 N908'30 W 490.00
50.00° $0.00 50.00° 50.00 50.00 50.00 50.00 50.00 50.00 50.00° 50.00 50.00 15.00-=°< N89'51'14E 165.81 (N)(8) Go CIO 0- 8,087
00.00° 100.00* 100.00* 100.00° 100.00• 2950°0 100.00* 00.00° 100.00' 100.00 100.00 '2950 2950 3) T0' PUE 29.50°
55 554 ฿ 553 ฿ 51 161 160 159 158 5005. 2 157 156 154 153 152 56 '30°E. 5,105 SE 5,000 S.F. seed Sc. l 15,888 S.F. 5,000 S.F. 5,000 S.F. 5,000 S.F. : 489°51 30°E N89°51 30E
6.323 SE
SE SHEET 2 I
67.67 (м)(8) 55.00 (M)(8) ,. 50.00'(M)(B) 50.00'(M)(B) 50.00 (M)(B), 50.00(M)(B) 160.00((B) 5000(6). 50.00 (M)(B) 50.00 (M)(B) 50.00((B) ¡ 382.67 (M)(B) 1
2950 2950- 0083095167(4)e) 29.50 29.50
46 49 164 165 166 167 168 169 170
162 163 (8) (B)
THE CROSSING AT RIVER OAKS PHASE 3,
VOLUME PAGE SHEET 3 OF 3
DATE: 2024-11-5 13:19 FILE: 4:\125988\Survey Drawings\FM - PHASE 4\03-MAP.dag