Exhibit B – Revised Project Plans — Chino City Council, October 20, 2026

1 BOHLANDER STREET55
2 3
4 5
6 7
8 9 10 11 12 13 14 15 161718 1920 2122 2324 25 4041 42 4344 45 46 49 5051 525354 47 48 26 2728 2930 3132 333435 36 37 38 39

HARVARD AVENUE

DARTMOUTH AVENUE

LOT 'A' LOT 'B'

LOT 'C'
AVENUE

LOT 'D'
A
G
U
E
R
R

E OPEN SPACE LOT 'G' LOT 'F' OPEN SPACE
N 0°05'50" E 892.74' N 89°59'05" W 153.12'
N 0°04'48" E 750.83' N 89°58'51" W 631.25'
N 84°55'58" W 245.67'
N 73°50'26" E 230.35'
N 7°15'20" E 100.14'

AVENUE EDISON
P
E
P
P
E
R
DIN
E
S
T
R
E
E
T

CYPRESS AVENUE
M
M
M
M LOT 56 UNDERGROUND DETENTION

AMSTERDAM AVENUE (EXISTING) LOT 'E'
(EXISTING) BASIN CITY OF CHINO, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA NEIGHBORHOOD 3 / SUBAREA C SHEET OF 2 TECHNICAL SITE PLAN - VTTM 20845 VESTING TENTATIVE TRACT MAP NO. 20845 APPLICANT/DEVELOPER P L A N N E R S E N G I N E E R S S U R V E Y O R S (949) 251-8821 5 PETERS CANYON ROAD SUITE 305 IRVINE, CA 92606 WWW.MDSCONSULTING.NET ENGINEER TECHNICAL SITE PLAN EAST CHINO SPECIFIC PLAN 1 GROSS ACREAGE SINGLE-FAMILY RESIDENTIAL LAND USE 1-55 LOTS 12.42 AC ACREAGE PERCENT(%) 100.0% OPEN SPACE 9.10 AC 56 0.19 AC BASIN 0.11 AC 12.42 1''=40' MAY 28, 2026 CONTOUR INTERVAL: GROSS ACREAGE: DATE: SCALE: 1 FOOT 'F' -'G' UNDERGROUND DETENTION 0.9% 1.5% 73.3% 'A' -'E' PUBLIC STREETS 3.02 AC 24.3% THE NORTH 1/2 OF LOT 17 AND A PORTION OF LOT 32, SECTION 13, TOWNSHIP 2 SOUTH, RANGE 8 WEST, SAN BERNARDINO MERIDIAN, ACCORDING TO MAP OF SUBDIVISION OF PART OF RANCHO SANTA ANA DEL CHINO, IN THE CITY OF CHINO, AS PER MAP RECORDED IN BOOK 6, PAGE 15 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAN BERNARDINO COUNTY, CALIFORNIA. 1021-251-01 (PORTION) 1021-241-03 1021-241-02 SHEET 1 TITLE SHEET SHEET 2 TECHNICAL SITE PLAN PLC COMMUNITIES 888 SAN CLEMENTE DRIVE SUITE 200 NEWPORT BEACH, CA. 92660 MDS CONSULTING 5 PETERS CANYON ROAD IRVINE, CA. 92606 PHONE: (949) 251-8821 CONTACT: ED LENTH SUITE 305 PHONE: (949) 721-8200 MAXIMUM S.F. LOT AREA: AVERAGE S.F. LOT AREA: MINIMUM S.F. PAD AREA: AVERAGE S.F. PAD AREA: GROSS ACREAGE: GROSS DENSITY: NET ACREAGE: NET DENSITY: NUMBER OF S.F. RESIDENTIAL LOTS: MINIMUM S.F. LOT AREA: 55 14,392 SF 7,208 SF 5,693 SF 6,749 SF 12.42 AC 4.4 DU/AC MINIMUM S.F. LOT SIZE: 12.42 AC 4.4 DU/AC 60' x 100' 6,000 SF PLAN 1SFRS PLAN 1SFRF PLAN 1SFRR 20' - 2" (LOTS 1-55) 21' - 8" 21' - 6" 26' - 10" 30' - 9" 29' - 0" 30' - 3" WEST: SOUTH: EAST: NORTH:
. 5. PROPOSED ZONING: 6. PROPOSED LAND USE: SINGLE-FAMILY RESIDENTIAL 7. ADJACENT LAND USE: EAST CHINO SPECIFIC PLAN: RD 4.5 CYPRESS AVENUE/SINGLE-FAMILY RESIDENTIAL SINGLE-FAMILY RESIDENTIAL SINGLE-FAMILY RESIDENTIAL SINGLE-FAMILY RESIDENTIAL 1. EXISTING GENERAL PLAN: EAST CHINO SPECIFIC PLAN: RD4.5 (4.5 DU/AC) 2. EXISTING ZONING: EAST CHINO CHINO SPECIFIC PLAN: RD 4.5 (4.5 DU/AC) 3. EXISTING LAND USE: AGRICULTURE 4. PROPOSED GENERAL PLAN: EAST CHINO SPECIFIC PLAN: RD 4.5 LOTS AREA (AC) 'F' TOTAL 0.10 AC 0.11 AC 'G' 0.01 AC FRONT: MAIN DWELLING: GARAGE: SIDE: INTERIOR: CORNER: REAR: CYPRESS AVENUE: INTERIOR: PLAN 1SFRS 1-STORY 1st FLOOR GARAGE PORCH TOTAL 2,568 SF 442 SF 47 SF 3,303 SF 246 SF (7 UNITS) PLAN 1SFRF PLAN 1SFRR PLAN 2SFRS 2-STORY 2nd FLOOR GARAGE PORCH TOTAL 1,852 SF 618 SF 144 SF 4,400 SF OUTDOOR LIVING 140 SF (10 UNITS) 1st FLOOR 1,646 SF SUBTOTAL 3,498 SF PLAN 2SFRF PLAN 3SFRS 2-STORY 2nd FLOOR GARAGE PORCH TOTAL 2,025 SF 663 SF 73 SF 4,590 SF OUTDOOR LIVING 242 SF (7 UNITS) 1st FLOOR 1,587 SF SUBTOTAL 3,612 SF PLAN 3SFRF (5 UNITS) 2SFRS 3SFRS 3SFRF 2SFRF 2-STORY 2nd FLOOR GARAGE PORCH TOTAL 2,025 SF 663 SF 73 SF 4,590 SF OUTDOOR LIVING 242 SF 1st FLOOR 1,587 SF SUBTOTAL 3,612 SF 2-STORY 2nd FLOOR GARAGE PORCH TOTAL OUTDOOR LIVING (3 UNITS) 1st FLOOR SUBTOTAL 1-STORY 1st FLOOR GARAGE PORCH TOTAL 2,568 SF 442 SF 47 SF 3,303 SF 246 SF (3 UNITS) 1-STORY 1st FLOOR GARAGE PORCH TOTAL 2,568 SF 442 SF 47 SF 3,303 SF 246 SF (6 UNITS) 1SFRS 1SFRF 1SFRR TURN-IN GARAGE: 20.0' 20.0' 15.0' 5.0'/10.0' 15.0' 10.0' 15.0' PLAN 2 PLAN 3 PLAN 1 3 BR 2.5 BA 16 TOTAL 55 18 32.7% 21 38.2% 16 29.1% TOTAL 55 100.0% 4 BR 3.5 BA 21 5 BR 4.5 BA 18 (LOTS 1-55) (LOTS 1-55) 2 3
1 998 TOTAL 55
4 115 86 6 MBO
4 318
421
116 14-19, 45-47 7-13, 48-49 5-6, 50-55 20-25, 40-44 32-39 26-31 1-43 3 33 3 33 4 4 3 3 21 3 22 1 1 PLAN 2 PLAN 3 PLAN 1 PLAN 2SFRI 3SFRI 2SFRI 2-STORY 2nd FLOOR GARAGE PORCH TOTAL OUTDOOR LIVING (8 UNITS) 1st FLOOR SUBTOTAL PLAN 3SFRI (6 UNITS) 2-STORY 2nd FLOOR GARAGE PORCH TOTAL 2,025 SF 663 SF 73 SF 4,590 SF OUTDOOR LIVING 242 SF 1st FLOOR 1,587 SF SUBTOTAL 3,612 SF (LOTS 1-55) PHASE 1 (LOTS 5-6, 50-55) FARMHOUSE (SFRF) TOTAL 100% SPANISH (SFRS) 1 4 3 8 12.5% 50.0%1 0 0 10 2
2 4 ITALIAN (SFRI) 0 2 1 3 37.5% PHASE 3 (LOTS 14-19, 45-47) PHASE 2 (LOTS 7-13, 48-49) FARMHOUSE (SFRF) TOTAL 100% SPANISH (SFRS) 3 33.3% 55.6%12 ITALIAN (SFRI) 0 11.1% PHASE 4 (LOTS 20-25, 40-44) PHASE 5 (LOTS 32-39)PHASE 6 (LOTS 26-31)MODELS (LOTS 1-4)

FARMHOUSE (SFRF)
RANCH (SFRR) TOTAL 100% SPANISH (SFRS)
3 11.1% 33.3% 44.4% ITALIAN (SFRI) 11.1% FARMHOUSE (SFRF) RANCH (SFRR) TOTAL 100% SPANISH (SFRS) 12.5% 12.5% 50.0% ITALIAN (SFRI) 25.0% FARMHOUSE (SFRF)RANCH (SFRR) TOTAL 100% SPANISH (SFRS) 25.0% 25.0% 25.0% ITALIAN (SFRI) 25.0% TOTAL 100% SPANISH (SFRS) 16.7% 33.3% ITALIAN (SFRI) 50.0% FARMHOUSE (SFRF) TOTAL 100% SPANISH (SFRS) 18.2% 36.4% 18.2% 55 PROPOSED STORM DRAIN PROPOSED SANITARY SEWER PROPOSED POTABLE WATER PROPOSED NON-POTABLE WATER EXISTING STORM DRAIN EXISTING POTABLE WATER EXISTING SANITARY SEWER EXISTING GAS LINE PROPOSED STREET LIGHT LOT LINE PROPOSED FIRE HYDRANT LOT NUMBER EX. SS EX. DW SS RCWDWSD EX. SD G PROPOSED CENTERLINE STREET GRADE PROPOSED EASEMENT PROPOSED 2:1 SLOPE 1450 EXISTING EASEMENT PROPOSED TOE OF SLOPE 1.00% PROPOSED STREET GRADE TENTATIVE TRACT BOUNDARY PROJECT SITE PROJECT SITE 27' - 2" 29' - 4" PLAN 2SFRS PLAN 2SFRF PLAN 2SFRI PLAN 3SFRS PLAN 3SFRF PLAN 3SFRI 1,852 SF 618 SF 144 SF 4,400 SF 140 SF 1,646 SF 3,498 SF 1,852 SF 618 SF 144 SF 4,400 SF 140 SF 1,646 SF 3,498 SF 1SFRS PLAN 1 SPANISH 1SFRF PLAN 1 FARMHOUSE 2SFRS PLAN 2 SPANISH 2SFRF PLAN 2 FARMHOUSE 2SFRI PLAN 2 ITALIAN 3SFRS PLAN 3 SPANISH 3SFRF PLAN 3 FARMHOUSE 3SFRI PLAN 3 ITALIAN 11103012 FARMHOUSE (SFRF)

RANCH (SFRR) TOTAL SPANISH (SFRS) ITALIAN (SFRI) OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING 3111
3120
9351
30120
30111
91341
31020
30021
20101
81142
21010
10001
10100
41111
4120
4110 11
2426123
2011
3012
1100 ITALIAN (SFRI) 0 1 2 3 27.2% RANCH (SFRR) RANCH (SFRR) 55 6112414 16
6370 21
03108 18
0576 1SFRR PLAN 1 RANCH 100% 10.9% 20.0% 43.6% 25.5% MODEL PROPOSED RETAINING WALL (SEE PLAN FOR HEIGHT) OUTDOOR LIVING M 13918 CYPRESS AVENUE CHINO, CA. 91710
21345678910111213141516171819202122232425262728293031323334353637383940414243444546474849505152535455 6,300 8,7976,3006,8256,3006,8256,2016,2847,166
13,160
7,5547,3427,514
11,855
7,0426,0686,0136,1706,1716,1726,1746,1756,0656,0118,4096,9586,0086,0086,0096,0096,0086,0086,0096,0086,554 14,08710,64910,93112,875
9,4066,5006,5006,5006,5006,5006,5006,9466,9466,5006,0006,0006,0006,0006,0008,354 3121323231213132323232321123232322112311312312112323221 2,567 3,1572,5073,1572,5672,5072,5672,5072,5673,1572,5073,1572,5673,1572,5672,5072,5672,5072,5672,5072,5672,5072,5672,5073,1573,1572,5072,5672,5072,5672,5072,5672,5072,5073,1573,1572,5072,5673,1573,1572,5673,1572,5072,5673,1572,5073,1573,1572,5072,5672,5072,5672,5072,5073,157 40.7 35.9 39.8 46.3 40.7 36.7 41.4 39.9 35.8 24.0 33.2 43.0 34.2 26.6 36.5 41.3 42.7 40.6 41.6 40.6 41.6 40.6 42.3 41.7 37.5 45.4 41.7 42.7 41.7 42.7 41.7 42.7 41.7 41.7 48.2 22.4 23.5 23.5 24.5 33.6 39.5 48.6 38.6 39.5 48.6 38.6 45.4 45.4 38.6 42.8 41.8 42.8 41.8 41.8 37.8 PLAN 1SF PLAN 2SF PLAN 3SF UNIT ENHANCEMENT SIDE AND REAR ELEVATIONS* (NOTE: ALL FRONT ELEVATIONS TO BE ENHANCED) CLUSTER MAIL BOX SHEET INDEX MAP (SEE SHEET 2) SCALE: 1"=80' 1SFRS 2SFRF 3SFRI DATE REVISED: JULY 17, 2026 ATTN: MARK THOMAS SINGLE-FAMILY RESIDENTIAL (LOTS 1-55) 55 UNDERGROUND DETENTION 63 PUBLIC STREETS (LOTS 'A'-'E') 2 BASIN (LOT 56) 1 OPEN SPACE (LOTS 'F'-'G')4 STREET AREA (AC) 888 SAN CLEMENTE DRIVE SUITE 200 NEWPORT BEACH, CA. 92660 ATTN: MARK THOMAS PHONE: (949) 721-8200 PLC COMMUNITIES NUMBER OF LOTS: TOTAL DATE REVISED: AUGUST 17, 2026 LOT 'A' (DARTMOUTH AVENUE) TOTAL 0.71 AC 3.02 AC LOT 'B' (BOHLANDER STREET) LOT 'C' (HARVARD AVENUE) 0.48 AC 0.60 AC LOT 'D' (AGUERRE AVENUE) 1.06 AC LOT 'E' (AMSTERDAM AVENUE) 0.17 AC DW DW
DW
DW
DW DW
DW
DW
DW DW
SS
SS
SS
SS
SS
SS
SS
SS

DW DW DW DW DW DW DW DW DW

DW DW DW DW DW DW SS SS SS

DW DW DW DW DW DW DW

SS SS SS SS SS SS SS SS
SS SS SS SS SS SS 683

65.0' 30.0'

30.0' 50.9'

29.1'

4.5' 27.3' 44.0' 105.0'

60.0'

60.0' 105.0'

60.0'

60.0' 105.0'

65.0'

65.0' 105.0'

60.0'

60.0' 105.0'

65.0'

65.0' 105.0'

60.0'

22.8' 6.8' 30.9' 99.2'

65.0'

19.1' 41.9' 18.8' 84.0'

60.0'

37.0' 40.3' 115.0'

74.2'

35.0'
103.1' 160.0'

50.3'

6.8'

12.2'
113.0' 70.0' 62.3'

1.5'
112.9' 65.0'

5.3'

50.3' 15.2'
103.0' 70.0'

73.2'

34.5'

27.3' 62.5' 100.0'

65.0' 100.0'
103.9' 60.0'

65.0' 100.0'

65.0'

65.0' 100.0'

65.0'

65.0' 100.0'

65.0'

65.0' 100.0'

65.0'

65.0' 100.0'

65.0' 70.5'

48.5' 34.6' 78.0'

34.2' 4.5'

28.8'

39.8' 52.9' 100.0'

8.5' 60.0' 100.0'

60.0' 100.0'

65.0' 100.0'

48.5' 78.0'

34.6'

8.2'

20.7' 45.0' 34.2'
8 4.0'

72.7' 3.1'

60.0'

57.0' 102.9'

60.0' 102.9'

60.0'

60.0' 102.9'

60.0'

60.0' 102.9'

60.0'

60.0' 102.8'

60.0'

60.0' 102.8'

40.0' 13.9' 6.8'

65.0' 79.8'

24.6'

35.0' 105.0'

51.7'

35.0'

27.5' 154.8'

10.1'

6.8'

48.2'

61.0' 98.5'

61.0'

25.4' 111.5'

12.8'

9.0' 21.6'
12 .1' 92.6'

92.6'
141.7'
104.8' 95.1'
132.3'

65.0' 44.0'

98.0'
122.7'

15.5'

11.7'

61.0'

65.2'

60.0' 65.0'

10.3'

60.0'

40.9'

78.9' 65.0'

60.0' 60.0' 60.0' 60.0' 65.0' 70.5'

5.6'153.1'

71.7' 63.0'
125.6'
167.7'

60.0'

61.0' 95.5' 98.5'

35.0' 5.0'

5.5'

95.1'

22.1' 98.5'

65.1' 103.0'

14.6'

1.5'

52.9'

61.0'

61.0' 61.0' 61.0' 61.0'

61.0' 60.0' 99.1'
174.3'
104.0'

90.7'

35.4'
1SFRS 3SFRF 2SFRI 1SFRR 3SFRI 2SFRS 3SFRS
2SFRI
2SFRS(R) 1SFRF 3SFRS(R)
1SFRS
3SFRF
3SFRI(R) 1SFRR(R) 2SFRS(R) 3SFRI(R) 2SFRF(R) 3SFRS(R) 2SFRI(R) 3SFRS(R) 2SFRF(R) 1SFRS
2SFRI 3SFRF 2SFRI 3SFRI 2SFRS
3SFRS 2SFRI 1SFRR
3SFRF(R)
1SFRS(R)
1SFRR(R)
1SFRS
1SFRF
1SFRF(R) 2SFRI(R) 2SFRS(R) 3SFRS(R) 2SFRI(R) 3SFRS(R) 2SFRF(R) 1SFRS 3SFRF 1SFRR
2SFRS
3SFRI
1SFRS(R)
2SFRS
3SFRI(R)
1SFRR
5'
10'
5'
10' 15'
5'
10'
5' 10'
5'
10'
5' 10'
5'
10'
10'
5' 5'
10'
10'
5'
10'
10'
10'
10' 10'
10' 10'
10'
5'
5'
10'
5' 10' 15' 15' 10' 10' 5' 5' 10' 10' 15' 15'
5'
10' 5'
10'
5'
5'
10'
10'
5'
5'
10'
10'
5'
10'
10'
5'
5'
10'
10'
5'
5'
10'
10'
5'
5'
10'
10'
5'
10'
10'
5'
5'
10'
10'
5'
5'
10'
10' 5'
5' 15' 15' 15'
10' 15'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5' 15' 15' 15'
5' 10'
5'
10'
5'
5'
10'
10'
5'
5'
10'
10'
5'
5'
10'
10'
5'
5'
10'
5'
5' 10'
10'
10'
5'
5' 15'
5'
5'
10'
10'
10'
5'
10'
10'
5'
10'
10'
10'
10' 15'
10'
10'
10'
10'
5'
5'
10'
10'
10'
10'
10'
10'
5'
5' 15'
10'
10'
10'
25'
25' 15' 15' 15' 26' 26' 26'
10'
20'
20'
5'
2SFRS 23.3' 20' 20' 20'
15' 20' 30'20' 30'20' 30' 15' 15' 15' 20' 30' 20' 20' 20' 20' 20'27' 27' 27' 23' 23' 23' 20' 26.5' 26.5' 26.5' 20' 26.5' 27' 20'27' 20' 26.5' 26.5' 26.5' 20' 27' 26.5' 20' 27'20' 26.5' 1 2 3 4 5
35 34 33 32 31 30 29 28 27 26
41 42 43 44 45 46 47
40 25 24 23 21 20 19 18 17 16
55 54 52 51 50 49 48
11 12
13 14
36 37
38 39 23' 20' 23' 20' 27'20' 26.5' 23' 20' 27' 26.5' 26.5' 26.5' 26.5' 10'
10'
10' 5.03' 20'
10'
10' 20'23' 15' 20' 23'

15.5' 27' 15'
2SFRS
10' 20' 26.5' 20' 15' 15' 14.12' 14.19'
30'

20.33'
28'
28'
16'

34.5'
28' 20'
20'
20'
20'
28'
10' 10'
5' 5.1'
10'
±7'
±7'
±27'
±17'
±22'
±23'
10' ±10' ±21' ±10' ±10' ±15' ±21' ±10' ±9' ±24' ±14'30' ±9'

15.5'
±10'
±24'
±18'
±16'
±16'
±10'
6 7 8 9 10
5'
5' 20'
±6' 19.7' ±15' 20' ±14' 31' ±25'
5' 15' 25' ±20'35' ±30' 20' ±15' 20' 31' 25'35' 19.6' 30.6' 15.1' 25.1' 18.2' 29.2' 35'

23.3'

33.2'
28'

27.9'

10.1'
10' 28.5' 13.5' 24.5' 18.5' 28.5' 13.5' 24.5' 18.5' 28.5' 13.5' 24.5' 18.5' 28.5' 18.7' 18.5' 14.3' 20' 27' 26.5' 11'
11'
11'
11'
11'
11'
11'
11' 11'
11'
11'
11'
11'
11' 11'
11' 20' 23' 25' ±18'

21.9'

23.6'

18.1'

29.6'
±13'

28.3'
±17'

12.6'

27.6' 23.5' 27' 35.1'
15 53 23' 13.8'28.4' 16.8' 26.2' 17.3' 22.8' 32.8'17.9' 28.9' 22.9' 32.9'17.9' 28.9' 22.9' 32.9' 22 15' 20' 30' 15' 26'20'

27.8'
±22'

15.2'

17.3'
±11'
2SFRS
20' 22.5'

10.3'

22.7' 18.5' 28.5' 20'
10'
10' 12.8' ±7' 22.8'
5' ±17'14'

15.2'
30' 18' ±11' 29' ±22'
15' 15.8' 26.8'

31.6'
15'

18.6'
±14'

29.6'
±25' 23' 26.5'

32.8' ±18'
19'

31.5'

27.2'
24'
24'
24'
M M M
M
P
E
P
P
E
R
D
I
N
E
S
T
R
E
ET

HARVARD AVENUE

DARTMOUTH AVENUE

AMSTERDAM AVENUE

AGUERRE EDISON AVENUE PEPPERDINE COURT AMHERST COURT DALTON STREET CHIPOLA COURT AVENUE
(LOT 'A')
(LOT 'B')
(LOT 'C')
(LOT 'D')
AVENUE
PROPOSED 16'

RECIPROCAL
ACCESS

EASEMENT

PROPOSED

LIMIT USE
AREA

EASEMENT

PROPOSED
14' PASEO

EASEMENT

PROPOSED VARIABLE

WIDTH STORM DRAIN

EASEMENT IN FAVOR

OF THE CITY OF CHINO
PROPOSED 16'

RECIPROCAL
ACCESS

EASEMENT
EXISTING 3 FEET OF CYPRESS AVENUE

RIGHT-OF-WAY TO BE VACATED WITHIN

TRACT BOUNDARY
PROPOSED 3' L.L.M.D. LANDSCAPE
EASEMENT FOR LOT 8
PROPOSED 5' H.O.A.

LANDSCAPE EASEMENT
PROPOSED 5'
H.O.A. LANDSCAPE

EASEMENT

COMMUNITY

SIDEWALK
PATH

EXISTING STREET

IMPROVEMENTS

EXISTING CATCH
BASIN

PROPOSED
10' DRIVEWAY

APPROACH

EXISTING

DRIVEWAYS

PROPOSED

REALIGNED

DRIVEWAY
PROPOSED 3' L.L.M.D. LANDSCAPE
EASEMENT FOR LOT 2 AND 5

CYPRESS

PROPOSED VARIABLE WIDTH
H.O.A. LANDSCAPE EASEMENT
HP
689.0
686.4
684.75
684.05
683.35
682.65
LP
681.95 P.I.
683.25
(684.55)
(686.11)
(687.9)
(689.62)
(691.34)
(692.54)
686.1 P.I. 686.4 687.0 P.I. 688.0 689.0 690.0 684.5 P.I. 685.2 685.9 686.6 687.3 690.0
689.0
R=200'
R=1000' R=1000'
R=35'
R=35' (691.19)
(691.59)
(691.97)
(692.39)
(692.78)
(693.39)
(694.29)
(687.90)
(689.89)
(690.79)
688.0
(682.36)
(683.54)
(684.71)
(685.94)
CL 18' 18' 28' 28' 56'
CL 18' 18' 28' 28' 56'
CL
10' 18'
28'
CL 10' 28' 18' 62' 20' 20' 20' 20'
CL
R
=30 ' 13' 13'
R=250'
R=2
0'
R=32'
R=32'
R=32' 20' BSL 33' 33' 33' 30'
CL 63' 20' BSL 20' BSL 20' BSL
20'
BSL 10' 10' 10' 13' 10'
10' 10' 20' BSL

0.6%

0.6% 1.0% 1.0%
610.5 P.I.

HP1.0% 1.0%
688.0 P.I.

1.5%

0.7% 0.7% 2.8% 2.6%

0.7%

1.3%
10' 18' 18' 10'
693.05 TC
692.38 FL
10%
692.66 TC
691.99 FL
692.24 TC
691.57 FL
691.86 TC
691.19 FL
691.46 TC
690.79 FL
690.76 TC
690.37 FL
690.16 TC
689.49 FL
686.21 TC
685.54 FL
683.81 TC
683.14 FL
683.43 TC
682.76 FL
(685.0) 60' 60'
S.C.E. EASEMENT
S.C.E. EASEMENT 100' 66'
682.0 FG
681.5 FL/LP

1.0' 681.5 TW
680.5 TF

1.6' 682.5 TW
680.9 TF
682.5 FG
682.0 FL

1.8' 682.8 TW
681.0 TF

3.5'
683.5 TW 680.0 TF

3.0'
684.0 TW 681.0 TF

2.5'
684.5 TW 682.0

1.0'
685.0 TW
684.0
683.0 FG
682.5 FL
685.0 FG 683.0 FL
684.0 FG 683.5 FL
684.5 FG
684.0 FL
685.0 FG
684.5 FL
686.0 FG
685.5 FL
P.I.
685.1 P.I.
28' 28' 10'
R=32'
R=32' 10'
684.98 TC
684.31 FL
686.41
FG 6.0%
685.5
FG
CL
684.01 FG 6.0%
682.7FG 34' 24'
R=35' R=35'
R=35' R=35'
R=32'
28' 56'
10'
18'
18'
10'
14'
14'
31'
56'
18' 10' 24' 10'
28'
34'
62'
CL
CL
28'
R=35' R=35'
18'
28' BOHLANDER STREET
(LOT 'E')

LOT 'F'

OPEN SPACE

LOT 'G'

OPEN SPACE

CITY OF CHINO, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA NEIGHBORHOOD 3 / SUBAREA C
SHEET OF 2 TECHNICAL SITE PLAN - VTTM 20845
VESTING TENTATIVE TRACT MAP NO. 20845

APPLICANT/DEVELOPER

P L A N N E R S E N G I N E E R S S U R V E Y O R S
(949) 251-8821
5 PETERS CANYON ROAD
SUITE 305
IRVINE, CA 92606
WWW.MDSCONSULTING.NET

ENGINEER TECHNICAL SITE PLAN

EAST CHINO SPECIFIC PLAN
2 ( IN FEET )
1 inch = ft. 40
40 0 10 20 40 80
1 BOHLANDER STREET
55 2
3 4
5 6
7 8
9 10
13 12 11
14 15
16 17
18 19
20 21
22 23
24 25
40 41
42 43
44 45
46 49
50 51
52 53
54 47 48
26 27
28 29
30 31
32 33
34 35
36 37
38 39 HARVARD AVENUE DARTMOUTH AVENUE LOT 'A'

LOT 'B' LOT 'C'
AVENUE

LOT 'D'

AGUERRE AMSTERDAM AVENUE (EXISTING) AVENUE
EDISON

PEPPERDINE STREET

OPEN SPACE

LOT 'G'

LOT 'F'

OPEN SPACE
LOT 56

UNDERGROUND

DETENTION CYPRESS
AVENUE N 0°05'50" E 892.74'
N 89°59'05" W 153.12' N 0°04'48" E 750.83'
N 89°58'51" W 631.25'
N 84°55'58" W 245.67'
N 73°50'26" E 230.35'
N 7°15'20" E 100.14' LOT 'E' (EXISTING)
BASIN
24' 18'

R/W R/W

2.0%

2.0%
CL

2.0%
(ON-SITE IMPROVEMENTS)
10'
28'
10'
34' PASEO EASEMENT

S'LY N'LY

2.0% 2.0%

LANDSCAPE PARKWAY
6' 3' 7'

SEWER STORM WATER
DRAIN
62'
SCALE: 1"=10'

LANDSCAPE PARKWAY
4 2
1 2
5' 5'
14'

MEANDERING

SIDEWALK
8'
18' 18'

R/W R/W

2.0%

2.0%
CL

2.0%
10'
28'
10'
28'

W'LY E'LY
6' 3' 7'

SEWER STORM WATER
DRAIN
56'

2.0%
SCALE: 1"=10'
4 2 2 4
5' 5' 5' 5'

LANDSCAPE PARKWAY LANDSCAPE PARKWAY
1 LOT
#
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 LOT AREA
(SQ. FT.)
8,797
6,300
6,300
6,825
6,300
6,825
6,201
6,284
7,166
13,160
7,554
7,342
7,514
11,855
7,042
6,068
6,013
6,170
6,171

PAD AREA
(SQ. FT)
LOT
WIDTH
(FT.)
R/W

75.8'

60.0'

65.0'

60.0'

65.0'

60.5'

61.0'

37.0'

35.0'

70.8'

63.8'

70.8'

35.0'

51.2'

60.7'

60.0'

60.0'
LOT
DEPTH
(FT.)
LOT
#
20 21
22 23
24 25
26 27
28 29
30 31
32 33
34 35
36 37
38 LOT AREA
(SQ. FT.)
6,172
6,174
6,175
6,065
6,011
8,409
6,958
6,008
6,008
6,009
6,009
6,008
6,008
6,009
6,008
6,554
14,087
10,649
10,931

PAD AREA
(SQ. FT)
LOT
WIDTH
(FT.)
R/W

60.0'

61.0'

65.7'

67.5'

61.0'

65.1'
165.5'
104.8'
109.0'
LOT
DEPTH
(FT.)
LOT
#
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 LOT AREA
(SQ. FT.)
12,875
9,406
6,500
6,500
6,500
6,500
6,500
6,500
6,946
6,946
6,500
6,000
6,000
6,000
6,000
6,000
8,354

PAD AREA
(SQ. FT)
LOT
WIDTH
(FT.)
R/W
149.9'

89.8'

65.0'

48.5'

65.0'

60.0'

65.0'

60.0'

47.2'
LOT
DEPTH
(FT.)
105.0'
105.0'
105.0'
105.0'
105.0'
105.0'
104.3'

92.0'
105.0'
160.0'
101.9'
107.6'
102.4'
154.8'
108.9'

87.3'
100.5'
102.8'
102.8'

79.5'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
102.9'
102.9'
102.9'
100.7'

98.5'

99.0'
110.0'

98.5'

98.5'
100.7'

92.4'

62.1'

66.6'
6,172
6,174
6,175
6,065
6,011
7,034
10,073
7,498
8,089
6,008
6,009
6,008
6,008
6,009
6,009
6,008
6,008
6,958
6,439
9,447
8,373
6,188
6,188
6,175
6,149
6,136
6,123
6,145
6,538
6,500
6,000
6,000
6,000
6,000
6,000
7,394
8,102
5,959
6,023
6,530
6,120
6,825
6,201
6,089
7,166
12,029
7,133
6,991
7,180
11,405
6,640
5,694
6,013
6,170
6,171
18'

R/W R/W

2.0%

2.0%
CL

2.0%
10' 10'
28'
20'

PASEO EASEMENT

W'LY E'LY

2.0% 2.0%

LANDSCAPE PARKWAY
7' 3' 6'

WATER STORM SEWER
DRAIN
62'
SCALE: 1"=10'

LANDSCAPE PARKWAY

PROPOSED

IMPROVEMENTS
(EXISTING IMPROVEMENTS)
(OFF-SITE IMPROVEMENTS)
4 5'
21'

TENTATIVE TRACT

BOUNDARY
8' MEANDERING

SIDEWALK

EXISTING
(EXISTING R.O.W.)
NEW

RIGHT-OF-WAY
34'
24'
6' 5'

2.0%
SCALE: 1"=10'
10'
5' 5'
7'
WATER
33' 30'
63'
13' 20' 20'
36'
(EXISTING IMPROVEMENTS)

2.0% 2.0% 2.0%

PROPOSED

IMPROVEMENTS
S.B.C.F.C.D.
(CHANNEL)
2 4

LANDSCAPE

PARKWAY
3' TO BE

VACATED
(ULTIMATE RIGHT-OF-WAY)

R/W R/W
C

E'LY W'LY
(EXISTING RIGHT-OF-WAY)
L
66'
33'
CL

LOT LINE
16'

WATER SEWER
6' 6'
SCALE: 1"=10'
8' 8'
3 ACCESS EASEMENT

RECIPROCAL

PROPOSED UTILITY EASEMENT
HIGHEST NO. RESIDENTIAL LOT

PUBLIC STREET LOTS

PROPOSED STREET ELEVATION

PROPOSED STORM DRAIN SYSTEM

PROPOSED SEWER SYSTEM

PROPOSED WATER SYSTEM

PROPOSED PAD ELEVATION

PROPOSED LOT NUMBER

PROPOSED TENTATIVE TRACT BOUNDARY

PROPOSED CENTERLINE RADIUS

EXISTING STREET ELEVATION

EXISTING STORM DRAIN

EXISTING SEWER SYSTEM

EXISTING WATER SYSTEM

LIMITED USE AREA

FUTURE RECYCLED WATER SYSTEM
R=300' 648.0
55 687.6
55 EXISTING RECYCLED WATER SYSTEM

EXISTING PUBLIC UTILITY EASEMENT
(TYPE NOTED ON PLAN)

LOT 'A'
PROPOSED BUILDING SETBACK (B.S.L.) B.S.L.

WATER
CHINO, CA. 91710

CITY OF CHINO
13220 CENTRAL AVENUE
(909) 334-3264
SEWER

TELEPHONE

SOLID WASTE
GAS
13525 12th STREET
CHINO, CA. 91710
(800) 427-2200

ELECTRIC

SOUTHERN CALIFORNIA EDISON
1851 FRANCIS STREET
ONTARIO, CA. 91761

CABLE-TV

SPECTRUM
4200 CHINO HILLS PARKWAY
CHINO, CA. 91709
(800) 892-4357
(800) 655-4555
SUITE 170

CITY OF CHINO, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA SHEET OF 2 VESTING TENTATIVE TRACT MAP - VTTM 20845

APPLICANT/DEVELOPER

P L A N N E R S E N G I N E E R S S U R V E Y O R S
(949) 251-8821
5 PETERS CANYON ROAD
SUITE 305
IRVINE, CA 92606
WWW.MDSCONSULTING.NET

ENGINEER VESTING TENTATIVE TRACT MAP
NEIGHBORHOOD 3 / SUBAREA C
VESTING TENTATIVE TRACT MAP NO. 20845

EAST CHINO SPECIFIC PLAN
WEST:

SOUTH:

EAST:

NORTH:
. 5. PROPOSED ZONING:

6. PROPOSED LAND USE: SINGLE-FAMILY RESIDENTIAL

7. ADJACENT LAND USE:

8. PARK REQUIREMENTS TO BE MET BY PARK IN-LIEU FEES.

9. SCHOOL DISTRICT: ELEMENTARY:

MIDDLE SCHOOL:

HIGH SCHOOL:

10. PAD ELEVATIONS SHOWN ON THE TENTATIVE TRACT MAP MAY BE ADJUSTED PLUS OR MINUS 4.0 FEET FOR FUTURE EARTHWORK BALANCING.

11. MULTIPLE FINAL MAPS MAY BE FILED PURSUANT TO SECTION 66456.1 OF THE CALIFORNIA GOVERNMENT CODE.

12. PROPOSED TENTATIVE TRACT MAP 20845 IS WITHIN THE EAST CHINO SPECIFIC PLAN.

13. ALL PROPOSED MANUFACTURED SLOPES SHALL BE CONSTRUCTED AT A MINIMUM 2:1 UNLESS OTHERWISE NOTED ON THE PLAN.

14. THE PRELIMINARY GEOTECHNICAL REPORT PREPARED BY LGC ASSOCIATES, INC. APRIL 2024.

15. THERE IS ONE EXISTING RESIDENTIAL STRUCTURE WITHIN THE PROPOSED TENTATIVE TRACT BOUNDARIES TO BE REMOVED.

16. PROPOSED 14-FOOT PASEO EASEMENT ALONG AGUEERE AVENUE OVER LOTS 36-39 TO BE MAINTAINED BY THE H.O.A..

EAST CHINO SPECIFIC PLAN: RD 4.5
CHINO, CA. 91710

CITY OF CHINO
13220 CENTRAL AVENUE
(909) 334-3264
CHINO, CA. 91710

CITY OF CHINO
13220 CENTRAL AVENUE
(909) 334-3264

SPECTRUM
4200 CHINO HILLS PARKWAY
CHINO, CA. 91709
(800) 892-4357
SUITE 170

SOUTHERN CALIFORNIA GAS

CYPRESS AVENUE/SINGLE-FAMILY RESIDENTIAL

SINGLE-FAMILY RESIDENTIAL

SINGLE-FAMILY RESIDENTIAL
RHODES

MAGNOLIA
CHINO

1. EXISTING GENERAL PLAN: EAST CHINO SPECIFIC PLAN: RD4.5 (4.5 DU/AC)

2. EXISTING ZONING: EAST CHINO CHINO SPECIFIC PLAN: RD 4.5 (4.5 DU/AC)

3. EXISTING LAND USE: AGRICULTURE

4. PROPOSED GENERAL PLAN: EAST CHINO SPECIFIC PLAN: RD 4.5

17. PROPOSED PUBLIC STREETS 'A'-'C' AND AMSTERDAM AVENUE TO BE CONSTRUCTED PER THE CITY OF CHINO STANDARD PLAN NO. 101.

18. PROPOSED KNUCKLES TO BE CONSTRUCTED PER CITY OF CHINO STANDARD PLAN NO. 107.

19. PROPOSED STORM DRAIN DETENTION BASIN, LOT 56, TO BE OWNED AND MAINTAINED BY THE H.O.A..

20. PROPOSED PRIVATE OPEN SPACE LOTS 'F'-'G' TO BE OWNED AND MAINTAINED BY THE H.O.A..

21. PROPOSED TENTATIVE TRACT MAP 20845 IS NOT A GATED COMMUNITY.

22. PROPOSED PUBLIC STREETS DARTMOUTH AVENUE, BOHLANDER STREET, HARVARD AVENUE,

AGUERRE AVENUE AND AMSTERDAM AVENUE TO BE CONSTRUCTED TO SATISFYTHE CHINO

23. TOPOGRAPHIC SURVEY WAS FLOWN AND COMPILED BY DON READ AERIAL ON MARCH 4, 2025.

24. THERE IS NO PROPOSED OPEN STORM DRAIN CHANNEL WITHIN THE TENTATIVE TRACT MAP BOUNDARIES.

25. PER THE FLOOD INSURANCE RATE MAP OF SAN BERNARDINO COUNTY, CALIFORNIA AND AREAS PANEL 0620 OF 9400 NO. 06071C8620H, REVISED AUGUST 28, 2000 AND FLOOD INSURANCE RATE MAP OF SAN BERNARDINO COUNTY, CALIFORNIA AND INCORPORATED AREAS PANEL 9355 OF 9400, NO. 0671C9335J, REVISED MAP 8, 2004, THE PROPERTY LIES WITHIN ZONE 'X', AREAS DETERMINED TO BE OUTSIDE THE 2.0% ANNUAL CHANCE FLOODPLAIN.

26. PROPOSED RESIDENTIAL VEHICULAR ACCESS SHALL BE RESTRICTED ON CYPRESS AVENUE.

27. FINAL DESIGN OF THE TENTATIVE TRACT MAP 20845 SHALL COMPLY WITH N.P.D.E.S. SUPPLEMENT NO. 'A'.

28. PROPOSED TENTATIVE TRACT MAP 20845 IS NOT WITHIN A HIGH FIRE ZONE PER THE LATEST CAL-FIRE F.H.S.Z. MAP, DATED APRIL 1, 2024.

29. ALL SINGLE-FAMILY RESIDENTIAL LOTS SHALL MAINTAIN A 2.0% MINIMUM GRADE FROM THE REAR YARD TO THE FRONTING STREET.

30. THERE ARE TWO EXISTING WELLS WITHIN THE BOUNDARIES OF THE TENTATIVE TRACT MAP 20845.

31. ESTIMATED EARTHWORK QUANTITIES:

ADJUSTED CUT:

ADJUSTED FILL:
15,324 CY
26,975 CY

32. THE WESTERLY 3 FEET OF CYPRESS AVENUE RIGHT OF WAY WITHIN THE TRACT BOUNDARY TO PROPOSED 2:1 SLOPE 2:1
1 GROSS ACREAGE

SINGLE-FAMILY RESIDENTIAL

LAND USE
1-55
LOTS

12.42 AC
ACREAGE PERCENT(%)
100.0%

OPEN SPACE

9.10 AC
56 0.19 AC
BASIN

0.11 AC

12.42 1''=40'
MAY 28, 2026
CONTOUR INTERVAL:

GROSS ACREAGE:

DATE:

SCALE:

SINGLE-FAMILY RESIDENTIAL (LOTS 1-55)
NUMBER OF LOTS: TOTAL
55 UNDERGROUND DETENTION
1 FOOT
63 'F' -'G'

PUBLIC STREETS (LOTS 'A'-'E')

UNDERGROUND DETENTION
2 0.9%

1.5%

73.3%
BASIN (LOT 56)
1 OPEN SPACE (LOTS 'F'-'G')
4 'A' -'E' PUBLIC STREETS 3.02 AC 24.3%

LOTS AREA (AC)
'F'
TOTAL

0.10 AC

0.11 AC
'G' 0.01 AC
1021-251-01 (PORTION)
1021-241-03
1021-241-02
IMPORT: 11,651 CY

PROJECT
SITE

STREET AREA (AC)

LOT 'A' (DARTMOUTH AVENUE)
TOTAL

0.71 AC

3.02 AC

LOT 'B' (BOHLANDER STREET)

LOT 'C' (HARVARD AVENUE)

0.48 AC

0.60 AC
LOT 'D' (AGUERRE AVENUE) 1.06 AC
SHEET 1 TITLE SHEET
SHEET 2 TENTATIVE TRACT MAP
13918 CYPRESS AVENUE
CHINO, CA. 91710

PLC COMMUNITIES
888 SAN CLEMENTE DRIVE
SUITE 200
NEWPORT BEACH, CA. 92660

MDS CONSULTING
5 PETERS CANYON ROAD
IRVINE, CA. 92606
PHONE: (949) 251-8821
CONTACT: ED LENTH
SUITE 305
ATTN: MARK THOMAS
PHONE: (949) 721-8200
MAXIMUM S.F. LOT AREA:

AVERAGE S.F. LOT AREA:

MINIMUM S.F. PAD AREA:

AVERAGE S.F. PAD AREA:

GROSS ACREAGE:

GROSS DENSITY:

NET ACREAGE:

NET DENSITY:

NUMBER OF S.F. RESIDENTIAL LOTS:

MINIMUM S.F. LOT AREA:
55 14,912 SF
7,318 SF
5,846 SF
6,904 SF

12.42 AC

4.4 DU/AC
MINIMUM S.F. LOT SIZE:

12.42 AC

4.4 DU/AC
60' x 100'
6,000 SF

THE BEARING SHOWN HEREON ARE BASED ON THE CENTERLINE OF SCHAEFER AVENUE, AS SHOWN ON TRACT NO. 13786, MAP BOOK 221, (ELEV. 688.83 FT.)

2.5 INCH BRASS DISK STAMPED CITY OF ONTARIO CC-18-1. SET ON MOC THE NORTH 1/2 OF LOT 17 AND A PORTION OF LOT 32, SECTION 13, TOWNSHIP 2 SOUTH, RANGE 8 WEST, SAN BERNARDINO MERIDIAN, EUCLID AVENUE.

PAGES 87-89, AND HAVING A BEARING OF N89°59'16"E.

OF THE HCR CURB AT SOUTHEAST RETURN OF EDISON AVENUE AND

ACCORDING TO MAP OF SUBDIVISION OF PART OF RANCHO SANTA ANA

DEL CHINO, IN THE CITY OF CHINO, AS PER MAP RECORDED IN BOOK 6, PAGE 15 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF OF SAN BERNARDINO COUNTY, CALIFORNIA.

COMPANY
CL

2.0%
10'
5'
30'
20'

2.0%

PER PLAN
PAD ELEV.

TENTATIVE TRACT 20845 CYPRESS AVENUE
(RESIDENTIAL LOTS 1-10)

PERIMETER

BLOCK WALL
PROPOSED VARIES 1' - 2'
(SEE SHEET 2)

PER PLAN
PAD ELEV.

BLOCK WALL
LP
VARIES 2'
2' - 4'

PER PLAN
PAD ELEV.

TYPICAL REAR-YARD SLOPE
SCALE: 1"=5'
2:1

PER PLAN
PAD ELEV.

EXISTING
LP

PER PLAN
PAD ELEV.

TYPICAL REAR-YARD SLOPE
SCALE: 1"=5'
2:1

BLOCK WALL
TRACT 13786
(RESIDENTIAL LOTS) VARIES 1' - 2.5'
TENTATIVE TRACT 20845
(RESIDENTIAL LOTS 10-13)
1 CONSTRUCT 5" AC OVER 6" AB PER THE CITY OF CHINO
STANDARD PLAN NO. 100.
2 3
4 CONSTRUCT 6"OR 8" TYPE 'B' CURB PER THE CITY OF CHINO STANDARD PLAN NO. 205.

CONSTRUCT 3" AC OVER 4" AB PER THE CITY OF CHINO
STANDARD PLAN NO. 100.

CONSTRUCT 5" P.C.C. SIDEWALK PER THE CITY OF CHINO
STANDARD PLAN NO. 205.

SCALE: 1"=10'
(SEE SHEET 2)
(SEE SHEET 2)
TO BE SEALED AND ABANDONED.

33. PROPOSED LIMITED USE AREA EASEMENT TO BE MAINTAINED BY THE H.O.A.. 888 SAN CLEMENTE DRIVE
SUITE 200
NEWPORT BEACH, CA. 92660
ATTN: MARK THOMAS
PHONE: (949) 721-8200

PLC COMMUNITIES
BE VACATED. VARIES 1' - 2'
5'

LANDSCAPE PARKWAY
3' TO BE VACATED
33'
(EXISTING RIGHT-OF-WAY)
R/W
W'LY
2'

EXISTING EDGE

OF PAVEMENT
NEW PAVEMENT SECTION, 2 FEET OF GRIND AND *
OVERLAY THEN SLURRY TO STREET CENTERLINE.
*
APN 1021-251-01 TENTATIVE TRACT 20845
(RESIDENTIAL LOTS 36-39)

TENTATIVE TRACT BOUNDARY
3'
PROPOSED DRAINAGE DITCH VARIES (1' - 3.5')

RETAINING

PROPOSED
WALL 1'
6' SINGLE SIDED

SPLIT FACE WALL

PER PLAN
PAD ELEV.
2:1
(SEE SHEET 2)
SCALE: 1"=10'

SHEET INDEX MAP
(SEE SHEET 2)
SCALE: 1"=80' (SEE SHEET 2)
SCALE: 1"=10'
PROPOSED 2' GRIND AND OVERLAY

PROPOSED SLURRY
DATE REVISED: AUGUST 17, 2026
VALLEY FIRE DISTRICT STANDARD.

RESIDENTIAL LOTS 40-47 RESIDENTIAL LOTS 48-55
34'
10'
13'
5' 5'
24'
21'
(EXISTING R.O.W.)
(PROPOSED IMPROVEMENTS)
(LANDSCAPE PARKWAY)

2.0%

TENTATIVE TRACT BOUNDARY
R/W
E'LY
TENTATIVE TRACT 20845
(RESIDENTIAL LOTS 26-35)
(SIDEWALK)

PER PLAN
PAD ELEV.

2.0% 2.0%
CL
LOT 'E' (AMSTERDAM AVENUE) 0.17 AC
DW DW
DW
DW
DW
DW
DW
DW
DW
DW
SS
SS
SS
SS
SS
SS
SS

SS DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW

SS SS SS DW DW DW DW DW DW DW SS SS SS SS SS SS SS SS SS SS SS SS SS SS 683 EXISTING EDGE OF PAVEMENT HP 689.0
686.4
684.75
684.05
683.35
682.65
LP
681.95 P.I.
683.25
(684.55)
(686.11)
(687.9)
(689.62)
(691.34)
(692.54)
686.1
P.I.
686.4
687.0
P.I.
688.0
689.0
690.0
684.5
P.I.
685.2
685.9
686.6
687.3 690.0 689.0
R
=200'
R=1000' R=1000'
R=35'
R=35' HARVARD AVENUE DARTMOUTH AVENUE

BOHLANDER
(691.19)
(691.59)
(691.97)
(692.39)
(692.78)
(693.39)
(694.29)
(687.90)
(689.89)
(690.79) 688.0
(682.36)
(683.54)
(684.71)
(685.94)
AVENUE 0.60 AC 0.71 AC

0.48 AC

1.06 AC
CL 18' 18'
28' 28'
56'
CL 18' 18'
28' 28'
56'
CL 10' 18' 28'
CL
10'
28'
18'
62'
20' 20'
20' 20'
CL
R=300' AVENUE

AGUERRE
13'
13'
R
=250'
R=220'
R=32'
R=32'
R=32' (LOT 'A')
(LOT 'B')
(LOT 'C')

EDISON AVENUE
20'
BSL
33' 33'
33' 30'
CL 63'
20'
BSL
20'
BSL
20'
BSL 20' BSL
10' 10'
10'
13'
10' 10'
10'
20'
BSL

0.6% 0.6% 1.0% 1.0%
610.5 P.I.

1.0% 1.0%
688.0 P.I.

1.5% 0.7% 0.7%

2.8% 2.6%

0.7%

1.3%

2.0%
683.2
FG
683.2
FG
684.10
FG
684.10
FG
685.1
FG
685.1
FG
684.0
FG
684.0
FG 10' 18' 18' 10' 693.05 TC 692.38 FL
689.4
FG
688.22
FG
687.0
FG 2.0%
686.72
FG
687.72
FG
688.9
FG
685.60
FG
685.32
FG
685.97
FG
685.25
FG
684.36
FG
684.64
FG
684.0
FG
684.28
FG
683.57
FG
683.85
FG
682.6
FG
682.88
FG
682.0
LP
10%
682.3
FG
683.34
FG
683.6
FG 2.0% EXISTING SEWER MANHOLE TO BE PROTECTED IN PLACE EXISTING CURB AND GUTTER AND PAVEMENT TO BE REMOVED PROPOSED 16' RECIPROCAL ACCESS EASEMENT PROPOSED LIMIT USE AREA EASEMENT PROPOSED 14' PASEO EASEMENT PEPPERDINE STREET EX. 45" RCP SD
EX. 33" SD EX. 54" SD EX. 30" RCP SD EX. 27" RCP SD 8" PVC W 8" PVC SS 8" PVC W 8" PVC SS 8" PVC W 8" PVC SS 8" PVC W 8" PVC SS 8" PVC W
8" PVC SS
8" PVC W
8" PVC W
8" PVC SS EX. 10" VCP EX. 10" PVC W EX. 10" VCP EX. 10" PVC W EX. 27" RCP SD EX. 10" PVC W 692.06
FG
692.44
FG
683.25
FG
690.36
FG
692.86
FG 692.66 TC 691.99 FL 692.24 TC 691.57 FL 691.86 TC 691.19 FL 691.46 TC 690.79 FL 690.76 TC 690.37 FL 690.16 TC 689.49 FL 686.21 TC 685.54 FL 683.81 TC 683.14 FL 683.43 TC 682.76 FL (685.0)

2.0%

2.0%
(LOT D' ')
60'
60' S.C.E. EASEMENT
S.C.E. EASEMENT
100'
STREET PROPOSED VARIABLE WIDTH STORM DRAIN EASEMENT IN FAVOR OF THE CITY OF CHINO 10 4 9
7 8
6 4
7 6
4 1010 11
1 1 1
2 2
2 2
5 5 11
5 5
2 3
2 2
5 11 11
2 4
2 2
1 1
3 11
690.96
FG 1
691.66
FG
1 5 1 1 PROPOSED 16' RECIPROCAL ACCESS EASEMENT
66' EXISTING 3 FEET OF CYPRESS AVENUE RIGHT-OF-WAY TO BE VACATED WITHIN TRACT BOUNDARY PROPOSED 3' L.L.M.D. LANDSCAPE EASEMENT FOR LOT 8 682.0 FG
681.5 FL/LP 1.0' 681.5 TW 680.5 TF 1.6' 682.5 TW 680.9 TF 682.5 FG 682.0 FL 1.8' 682.8 TW 681.0 TF 3.5' 683.5 TW
680.0 TF 3.0'
684.0 TW
681.0 TF 2.5'
684.5 TW
682.0 1.0'685.0 TW
684.0 683.0 FG 682.5 FL
685.0 FG
683.0 FL
684.0 FG
683.5 FL
684.5 FG
684.0 FL 685.0 FG 684.5 FL
686.0 FG
685.5 FL
6" PVC
12" PVC(C-900) W EX. 10" W EX. 8" PVC W EX. 10" VCP
EX. 15" SS
EX. 10" W PROPOSED 5' H.O.A. LANDSCAPE EASEMENT PROPOSED VARIABLE WIDTH H.O.A. LANDSCAPE EASEMENT PROPOSED 5' H.O.A. LANDSCAPE EASEMENT P.I. 685.1 P.I.

PEPPERDINE
COURT

AMHERST
COURT
DALTON
STREET

CHIPOLA
COURT 28' 28' PROPOSED 5' SIDEWALK EXTENSION, CURB AND GUTTER AND PARKWAY LANSCAPING AND STREET LIGHTS FROM AMSTERDAM AVE. INTERSECTION TO EXISTING IMPROVEMENTS AT EDISON AVENUE INTERSECTION. 10' EXISTING 7' CATCH BASIN TO REMAIN EXISTING 14' CATCH BASIN TO REMAIN TREE TRUNK LOCATION TO BE VERIFIED EXTENDED PROPOSED 5' SIDEWALK TO PEPPERDINE STREET R=32'
R=32' 2.0' 685.8 TW 683.8 TF 4.0' 686.5 TW 682.5 TF
10' COMMUNITY SIDEWALK PATH AVENUE EXISTING STREET IMPROVEMENTS EXISTING CATCH BASIN EXISTING DIRT ACCESS ROAD PROPOSED 16' DRIVEWAY APPROACH 684.98 TC 684.31 FL CYPRESS 686.41
FG

6.0%
685.5
FG PROPOSED 10' DRIVEWAY APPROACH EXISTING DRIVEWAYS PROPOSED SLURRY TO CENTERLINE ALONG TRACT BOUNDARY PROPOSED REALIGNED DRIVEWAY PROPOSED 3' L.L.M.D. LANDSCAPE EASEMENT FOR LOT 2 AND 5 EXISTING EDGE OF PAVEMENT PROPOSED 12' PVC(C-900) WATER LINE EXTENSION FROM PEPPERDINE ST. TO PROJECT ENTRY (AMSTERDAM AVE.) PROPOSED 2 FEET OF GRIND AND OVERLAY ALONG TRACT BOUNDARY PROPOSED 7' RIGHT-OF-WAY DEDICATION AMSTERDAM PROPOSED SLURRY TO CENTERLINE ALONG TRACT BOUNDARY CL
684.01
FG

6.0%
682.7
FG
34'
24'
R
=3
5' R
=35'
R
=35' R
=35'

2.0%
R=32'
28'
56' 10'
18'
18'
10'
682.3
FG
14'
14' 31' 56' 10'
18' 24'
10'
28'
34'
62' CL
CL
28'
R=35' R=35' (LOT 'E') 0.17 AC 18' 28' LOT 56 0.19 AC OPEN SPACE / UNDERGROUND DETENTION LOT 'F' 0.10 AC OPEN SPACE 26693.9 27692.9 28691.9 29690.9 30689.9 31688.7 32687.9 33687.3 35686.6 40686.8 41687.2 42687.6 43688.1 44688.5 45689.0 46689.5 47689.8 48691.9 49691.4 50690.8 52689.6 53689.0 54688.6 55688.3 36685.5 37685.6 38686.7 39686.8 1688.6
2689.0
3689.6
4690.3
5690.6
6691.5
7692.2
8692.0
9692.4 10693.0 11692.3 13691.2 14691.4 15690.6 16690.2 17690.0 18689.6 19689.2 20688.8 21688.3 22687.9 23687.5 24687.1 25686.6 12691.9 65.0'

30.0' 30.0'

50.9'

29.1'

4.5'

27.3' 44.0'
105.0' 60.0' 60.0'
105.0' 60.0' 60.0'
105.0' 65.0' 65.0'
105.0' 60.0' 60.0'
105.0' 65.0' 65.0'
105.0' 60.0' 22.8' 6.8' 30.9'

99.2' 65.0'

19.1'

41.9' 18.8' 84.0' 60.0'

37.0' 40.3'
115.0' 74.2'

35.0' 103.1'
160.0'

50.3' 6.8'

12.2' 113.0'

70.0'

62.3' 1.5' 112.9'

65.0' 5.3'

50.3' 15.2'103.0'

70.0'

73.2'

34.5'
2 7.3' 62.5'
100.0' 65.0'
100.0' 103.9' 60.0' 65.0'
100.0' 65.0' 65.0'
100.0' 65.0' 65.0'
100.0' 65.0' 65.0'
100.0' 65.0' 65.0'
100.0' 65.0' 70.5' 48.5'

34.6' 78.0'

34.2' 4.5'

28.8'

39.8' 52.9'
100.0' 8.5' 60.0'
100.0' 60.0'
100.0' 60.0'
100.0' 60.0'
100.0' 60.0'
100.0' 65.0'
100.0' 48.5'

78.0'

34.6' 8.2' 20.7'
4 5.0' 34.2'

84.0' 72.7' 3.1' 60.0' 57.0'
102.9' 60.0'
102.9' 60.0' 60.0'
102.9' 60.0' 60.0'
102.9' 60.0' 60.0'
102.8' 60.0' 60.0'
102.8'

40.0' 13.9' 6.8' 65.0'

79.8'

24.6'

35.0'
105.0'

51.7'

35.0'

27.5'
154.8' 10.1'6.8' 48.2' 61.0'

98.5' 61.0'

25.4'
111.5' 12.8'

9.0' 21.6'
122.1' 92.6' 92.6'
141.7'
104.8' 95.1'
132.3'

65.0' 44.0'

98.0'
122.7'

15.5'11.7' 61.0' 65.2' 60.0' 65.0'

10.3' 60.0'

40.9' 78.9' 65.0' 60.0' 60.0' 60.0' 60.0' 65.0' 70.5' 5.6' 153.1'

71.7' 63.0' 125.6'
167.7' 60.0' 61.0'

95.5'

98.5' LOT 'G' 0.01 AC OPEN SPACE

35.0'

5.0' 5.5'

95.1'

22.1' 34686.9

98.5' 65.1'
103.0'

14.6' 1.5' 52.9' 61.0' 61.0' 61.0' 61.0' 61.0' 61.0' 51690.2 60.0'

99.1' 174.3'
104.0'

90.7' 90.7'

35.4'
CITY OF CHINO, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA SHEET OF 2 VESTING TENTATIVE TRACT MAP - VTTM 20845 APPLICANT/DEVELOPER P L A N N E R S E N G I N E E R S S U R V E Y O R S (949) 251-8821 5 PETERS CANYON ROAD SUITE 305 IRVINE, CA 92606 WWW.MDSCONSULTING.NET ENGINEER VESTING TENTATIVE TRACT MAP NEIGHBORHOOD 3 / SUBAREA C VESTING TENTATIVE TRACT MAP NO. 20845 EAST CHINO SPECIFIC PLAN 2 ( IN FEET ) 1 inch = ft. 40 40
0 10 20 40 80 'C' 'C' 'B' 'B' 'A' 'A' 'E' 'E'
'D'
'D' EXISTING STREET LIGHT TO REMAIN IN PLACE. EXISTING STORM CATCH BASIN TO REMAIN IN PLACE. EXISTING FIRE HYDRANT TO REMAIN IN PLACE. EXISTING POWER POLES TO BE REMOVED. EXISTING BUILDING/STRUCTURE TO BE REMOVED. EXISTING WATER WELL TO BE ABANDONED. EXISTING BLOCK WALL TO BE REMOVED. EXISTING ROAD BARRICADE TO BE REMOVED. EXISTING BLOCK WALL TO REMAIN IN PLACE EXISTING ASPHALT/CONCRETE TO BE REMOVED. EXISTING FENCE TO BE REMOVED.

DW DW
DW
DW
DW DW
DW
DW
DW DW
SS
SS
SS
SS
SS
SS
SS
SS

DW DW DW DW DW DW DW DW DW

DW DW DW DW DW DW SS SS SS

DW DW DW DW DW DW DW

SS SS SS SS SS SS SS SS
SS SS SS SS SS SS 683

65.0' 30.0'

30.0' 50.9'

29.1'

4.5' 27.3' 44.0' 105.0'

60.0'

60.0' 105.0'

60.0'

60.0' 105.0'

65.0'

65.0' 105.0'

60.0'

60.0' 105.0'

65.0'

65.0' 105.0'

60.0'

22.8' 6.8' 30.9' 99.2'

65.0'

19.1' 41.9' 18.8' 84.0'

60.0'

37.0' 40.3' 115.0'

74.2'

35.0'
103.1' 160.0'

50.3'

6.8'

12.2'
113.0' 70.0' 62.3'

1.5'
112.9' 65.0'

5.3'

50.3' 15.2'
103.0' 70.0'

73.2'

34.5'

27.3' 62.5' 100.0'

65.0' 100.0'
103.9' 60.0'

65.0' 100.0'

65.0'

65.0' 100.0'

65.0'

65.0' 100.0'

65.0'

65.0' 100.0'

65.0'

65.0' 100.0'

65.0' 70.5'

48.5' 34.6' 78.0'

34.2' 4.5'

28.8'

39.8' 52.9' 100.0'

8.5' 60.0' 100.0'

60.0' 100.0'

65.0' 100.0'

48.5' 78.0'

34.6'

8.2'

20.7' 45.0' 34.2'
8 4.0'

72.7' 3.1'

60.0'

57.0' 102.9'

60.0' 102.9'

60.0'

60.0' 102.9'

60.0'

60.0' 102.9'

60.0'

60.0' 102.8'

60.0'

60.0' 102.8'

40.0' 13.9' 6.8'

65.0' 79.8'

24.6'

35.0' 105.0'

51.7'

35.0'

27.5' 154.8'

10.1'

6.8'

48.2'

61.0' 98.5'

61.0'

25.4' 111.5'

12.8'

9.0' 21.6'
12 .1' 92.6'

92.6'
141.7'
104.8' 95.1'
132.3'

65.0' 44.0'

98.0'
122.7'

15.5'

11.7'

61.0'

65.2'

60.0' 65.0'

10.3'

60.0'

40.9'

78.9' 65.0'

60.0' 60.0' 60.0' 60.0' 65.0' 70.5'

5.6'153.1'

71.7' 63.0'
125.6'
167.7'

60.0'

61.0' 95.5' 98.5'

35.0' 5.0'

5.5'

95.1'

22.1' 98.5'

65.1' 103.0'

14.6'

1.5'

52.9'

61.0'

61.0' 61.0' 61.0' 61.0'

61.0' 60.0' 99.1'
174.3'
104.0'

90.7'

15.5' 27' 15'
2SFRS
10' 20' 26.5' 20' 15' 15' 14.12' 14.19'
30'

20.33'
28'
28'
16'

34.5'
28' 20'
20'
20'
20'
28'
10' 10'
5' 5.1'
10'
±7'
±7'
±27'
±17'
±22'
±23'
10' ±10' ±21' ±10' ±10' ±15' ±21' ±10' ±9' ±24' ±14'30' ±9'

15.5'
±10'
±24'
±18'
±16'
±16'
±10'
6 7 8 9 10
5'
5' 20'
±6' 19.7' ±15' 20' ±14' 31' ±25'
5' 15' 25' ±20'35' ±30' 20' ±15' 20' 31' 25'35' 19.6' 30.6' 15.1' 25.1' 18.2' 29.2' 35'

23.3'

33.2'
28'

27.9'

21.9'

23.6'

18.1'

29.6'
±13'

28.3'
±17'

12.6'

27.6' 23.5' 27' 35.1'
15 53 23' 13.8'28.4' 16.8' 26.2' 17.3' 22.8' 32.8'17.9' 28.9' 22.9' 32.9'17.9' 28.9' 22.9' 32.9' 22 15' 20' 30' 15' 26'20'

27.8'
±22'

15.2'

17.3'
±11'
2SFRS
20' 22.5'

10.3'

22.7' 18.5' 28.5' 20'
10'
10' 12.8' ±7' 22.8'
5' ±17'14'

15.2'
30' 18' ±11' 29' ±22'
15' 15.8' 26.8'

31.6'
15'

18.6'
±14'

29.6'
±25' 23' 26.5'

32.8' ±18'
19'

31.5'

27.2'
24'
24'
24'
53 52
51 50
49 48
46 45
44 43
55 54
1 2 3 8
36 35
34 33
32 31
13 12
11 10
4 5 6 7
42 41 40 39 38
30 15 14
28 29
17 16
25 26 27
20 19 18
22 23 24
21 58 59 60 61 62 63 64 65
9 37
47 56
57 P
E
P
P
E
R
D
I
N
E
S
T
R
E
ET

AMSTERDAM AVENUE EDISON AVENUE PEPPERDINE COURT AMHERST COURT DALTON STREET CHIPOLA COURT AVENUE
PROPOSED 16'

RECIPROCAL
ACCESS

EASEMENT

PROPOSED

LIMIT USE
AREA

EASEMENT

PROPOSED
14' PASEO

EASEMENT

PROPOSED VARIABLE

WIDTH STORM DRAIN

EASEMENT IN FAVOR

OF THE CITY OF CHINO
PROPOSED 16'

RECIPROCAL
ACCESS

EASEMENT

PROPOSED VARIABLE WIDTH
H.O.A. LANDSCAPE EASEMENT
PROPOSED 5'
H.O.A. LANDSCAPE

EASEMENT

EXTENDED PROPOSED
5' SIDEWALK TO

PEPPERDINE STREET

COMMUNITY

SIDEWALK
PATH

CYPRESS
M M M
M

DARTMOUTH AVENUE BOHLANDER STREET

AGUERRE
AVENUE

HARDVARD AVENUE
1 ( IN FEET )
1 inch = ft. 40
40 0 10 20 40 80

CITY OF CHINO, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA NEIGHBORHOOD 3 / SUBAREA C
SHEET OF 1 PARKING PLAN - VTTM 20845
VESTING TENTATIVE TRACT MAP NO. 20845

APPLICANT/DEVELOPER

P L A N N E R S E N G I N E E R S S U R V E Y O R S
(949) 251-8821
5 PETERS CANYON ROAD
SUITE 305
IRVINE, CA 92606
WWW.MDSCONSULTING.NET

ENGINEER PARKING PLAN

EAST CHINO SPECIFIC PLAN
1 LEGEND:

GARAGE PARKING

DRIVEWAY PARKING

ON-STREET PARKING
GARAGE SPACES:

DRIVEWAY SPACES:

NUMBER OF UNITS:
2 2
TOTAL GARAGE SPACES:

TOTAL DRIVEWAY SPACES:
110
110
220
GARAGE SPACES:

DRIVEWAY SPACES:

NUMBER OF UNITS:
2 2 - 3
TOTAL GARAGE SPACES:

TOTAL DRIVEWAY SPACES:
149
110
TOTAL PARKING SPACES: 324
TOTAL PARKING SPACES: TOTAL ON-STREET SPACES: 65
55 55
PARKING RATIO PER UNIT: 4.0 SPACES/UNIT
PARKING RATIO PER UNIT: 5.9 SPACES/UNIT

Chino City CouncilOctober 20, 2026

Chino City Council
October 20, 2026