Beaumont City Council
August 20, 2024

Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Municipal Bonds Tax Exempt
Insurance Policies
Insurance Policies
Insurance Policies
Insurance Policies
30,000.000 BC950283 BEUMONT CFD 93-1 2019 5.0000% 09 5.000)9/01/2021 110,000.000 BC950284 Beaumont CFO 93-11AI DA 5.0000%09/0 110,000.000 6C950284 Beaumont CFO 93-1 IA I OA 5.0000%09/0 5.00019/01/2021 65,000.000 8C950285 BEUMONT CFD 93-1 2019 STB 5.0000%
65,000.000 8C950285 BEUMONT CFD 93-12019 STB 5.0000% 5.000)9/01/202' 70,000.000 BC9502850 BEUMONT CFD 93-12019 STB 5.0000%
70,000.000 BC9502850 BEUMONT CFD 93-1 2019 STB 5.0000% 5.000)9/01/2021 175,000.000
175,000.000
75,000.000
75,000.000
35,000.000
35,000.000
115,000.000
115,000.000
75,000.000
75,000.000
35,000.000
35,000.000
7,585,000.000
7,585,000.000
5,150,000.000
5,150,000.000
8C950290 Beaumont CFO 93-1 IA 320195.0000%0'
8C950290 Beaumont CFO 93-1 IA 320195.0000%0' 5.000)9/01/2021 6C950291 Beaumont CFD 93-11/,1125.0000%09/0
0C950291 Beaumont CFD 93-11/,1125.0000%09/0 5.000)9/01/202! 0C950292 BEUMONT CFD 93-12019 5.0000%09
8C950292 BEUMONT CFD 9312019 5.0000%09 5.000)9/01/2021
8C950293 Beaumont CFO 93-1IAI OA 5.0000%09/C
8C950293 Beaumont CFO 93-1 IAIOA 5.0000%09/C 5.000)9/01/2021 BC950294 BEUMONT CFD 93-12019 STB 5.0000%
8C950294 BEUMONTCFD93-12019ST8 5.0000% 5.000)9/01/202!
6C950300 BEUMONT CFD 93-1 2019 4.0000%09
BC950300 BEUMONT CFD 9312019 4.0000%09 4.000)9/01/2031
BC95035 Beaumont CFD 93-1 STRB 2015.0000%C
BC95035 Beaumont CFD 93-1 STRB 2015.0000%C 5.000)9/01/203! BC95045 BEUMONT CFD 93-1 2015 5.0000%09
BC95045 BEUMONT CFD 93-12015 5.0000%09 5.000)9/01/204!

1.000 510121965 Assured Gty Muni Bond Ins Policy 219021.

1.000 510121965 Assured Gty Muni Bond Ins Policy 219021.

1.000 510121973 Assured Gty Muni Debt Svc Rsv Policy 219

1.000 510121973 Assured Gty Muni Debt Svc Rsv Policy 219 111,923,971.31
Portfolio components may not equal 100% due to rounding.

Denotes Invested tncome Portfolio.

Total Investments
Consolidated Plus Cash
Accrued Income
Total Market Value
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA I.RBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont BPIA LRBS Ser 2019 Revenue
Beaumont FA LARRB 2015B IA 19A Revenue
Beaumont FA LARRB Ser A IA 7A1 Revenue
Beaumont PIA WW Rev Bds 2018 Reserve
Beaumont PIA WW Rev Bds 2018 Reserve
30,000.00 0.0000 0.00 487.50 1,500.00 0.00 0.00
110,000.00 0.0000 0.00 1,787.50 5,500.00 0.00 0.00
110,000.00 0.0000 0.00 1,787.50 5,500.00 0.00 0.00
65,000.00 0.0000 0.00 1,056.25 3,250.00 0.00 0.00
65,000.00 0.0000 0.00 1,056.25 3,250.00 0.00 0.00
70,000.00 0.0000 0.00 1,137.50 3,500.00 0.00 0.00
70,000.00 0.0000 0.00 1,137.50 3,500.00 0.00 0.00
175,000.00 0.0000 0.00 2,843.75 8,750.00 0.00 0.00
175,000.00 0.0000 0.00 2,843.75 8,750.00 0.00 0.00
75,000.00 0.0000 0.00 1,218.75 3,750.00 0.00 0.00
75,000.00 0.0000 0.00 1,218.75 3,750.00 0.00 0.00
35,000.00 0.0000 0.00 568.75 1,750.00 0.00 0.00
35,000.00 0.0000 0.00 568.75 1,750.00 0.00 0.00
115,000.00 0.0000 0.00 1,868.75 5,750.00 0.00 0.00
115,060.00 0.0000 0.00 1,868.75 5,750.00 0.00 0.00
75,000.00 0.0000 0.00 1,218.75 3,750.00 0.00 0.00
75,000.00 0.0000 0.00 1,218.75 3,750.00 0.00 0.00
35,000.00 0.0000 0.00 455.00 1,400.00 0.00 0.00
35,000.00 0.0000 0.00 455.00 1,400.00 0.00 0.00
7,585,000.00 0.0000 0.00 123,256.25 379,250.00 0.00 0.00 7,585,000.00 0.0000 0.00 123,256.25 379,250.00 0.00 0.00 5,150,000.00 0.0000 0.00 83,687.50 257,500.00 0.00 0.00 5,150,000.00 0.0000 0.00 83,687.50 257,500.00 0.00 0.00

0.00 0.0000 0.00 0.00 0.00 0.00 0.00

0.00 0.0000 0.00 0.00 0.00 0.00 0.00

0.00 0.0000 0.00 0.00 0.00 0.00 0.00

0.00 0.0000 0.00 0.00 0.00 0.00 0.00
111,923,969.31
45,478,969.31

0.00 876,147.44
46,355,116.75
876,147.44
4,546.451.36 10.00 100

Board Package
City of Beaumont, CA (257428)
[04-01-2024]--[06-30-2024]
04/01/2024 - 06/30/2024
Dated: 07/08/2024
Locked Down

PUBLIC'
TRUST

ADVISORS

PUBLIC

IIIII RUST
iTDVIS0R
Table of Contents
Dated: 07/08/2024
Risk Summary (1) (City of Beaumont, CA (257428)) /
Performance Overview (City of Beaumont, CA (257428)) 5
Index Comparison (City of Beaumont, CA (257428)) 8
GAAP Financials (City of Beaumont, CA (257428)) //
Current Holdings (City of Beaumont, CA (257428)) 12
Realized Gain/Loss (City of Beaumont, CA (257428)) 13
Income Detail (City of Beaumont, CA (257428)) 14
Issuer Concentration (> $550K) (City of Beaumont, CA (257428)) 15 Historical Trends (City of Beaumont, CA (257428)) 16
Credit Events (City of Beaumont, CA (257428)) 17

PUBLIC
CRUST
11111 iDV1S0R
Risk Summary (1)
04/01/2024 - 06/30/2024
Balance Sheet
Book Value + Accrued
Net Unrealized Gain/Loss
Market Value + Accrued
Asset Class
Money Market
Funds (1.254%)
73,544,076.45
-395,099.51
73,148,976.93
Fixed Income
(98.717%)
Chart calculated by: Base Market Value + Accrued
Return to Table of Contents
Cash and Fixed Income Summary
Risk Metric Value
Cash 21,774.29
MMFund 916,988.28
Fixed Income 72,210,214.36
Duration 1.668
Convexity 0.039
WAL 1.771
Years to Final Maturity 1.816
Years to Effective Maturity 1.790
Yield 4.883
Book Yield 4.485
Avg Credit Rating AA+/Aa1/AA+
Security Type
CASH (0.030%)
MUNI (0.585%
MMFUND
ABS (412M)
CORP (11.966%)

AGCY BOND
(21.496%)
- US GOV
(59.864%)
Chart calculated by: Base Market Value + Accrued
City of Beaumont, CA (257428)
Dated: 07/08/2024
Issuer Concentration
Issuer Concentration % of Base Market
Value + Accrued
Other 6.273%
United States 59.864%
U.S. Bancorp 1.254%
PACCAR Inc 2.178%
Federal Home Loan Banks 9.749%
Farm Credit System 11.746%
Eli Lilly and Company 1.579%
Deere & Company 1.394%
Caterpillar Inc.

Apple Inc.

Amazon.com, Inc.

1.351%

2.306%

2.307%
100.000%
Footnotes: 1,2
Market Sector
Municipal)
Cash (1.283%)- (0.585%)-
Asset Backed
(4.807%)
Industrial
(11.966%)
Agency
(21.496%)
Government
(59.864%)
Chart calculated by: Base Market Value + Accrued
age
0 1

PUBLIC
11111 CRUST
iDVIS0R
Risk Summary (1)
04/01/2024 - 06/30/2024
Credit Rating
80,000,000
60,000,000
40,000,000
20,000,000
Base Market Value + Accrued
Return to Table of Contents
City of Beaumont, CA (257428)
Dated: 07/08/2024
0 AAA
AA+ AA AA- A+
Time To Maturity
+ 40%
a)
D
30%
2)
a) 2 20%
(0U
NU
mQ
10%
0%
• Ending Years to Effective Maturity 0 Ending Years to Final Maturity 0'5 1.5 2 2.5
Credit Duration Heat Map
Rating 0-1 1-2 2-3 3-4 4-5 5-7 7-10 10-15 15-30
AAA 11.216% 13.222% 25.317 -0.000% 0.000% 0.000% 0.000% 0.000% 0.000% AA 1.351% 1.529% 0.268% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% A 1.351% ' 3.571% 2.174% 10.000% 0.000% 0.000% 0.000% 0.000% 0.000% BBB 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% BB 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% B 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% CCC 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% CC 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% c 0.0013% 0.000 % 0.000% 0.000 % 0.0oo % 0.000 i 0.000 % 0.000 i 0.000 % NA 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% Duration
50,000,000
Base Market Value + Accrued
40,000,000
30,000,000
20,000,000
10,000,000
0 0.00-0.25 0.75-1.00
1 1.00-2.00 2.00-3.00

2 PUBLIC
CRUST
11111 iDV1S0R
Risk Summary (1)
04/01/2024 - 06/30/2024
MMF Asset Allocation
Repo
Allocation (50.000%) -- Allocation (50.000%)
US Treasury
Return to Table of Contents
Chart calculated by: Base Market Value
Industry Group
Other
(6.464%)
Machinery -Diversified
(1.394%)
Pharmaceuticals
(1.579%)
Auto
Manufacturers (2.178%)
Telecommunications
(2.306%)
Internet
(2.307%)
Credit Card
ABS (2.414%)
Sovereign
(81.359%)
Chart calculated by: Base Market Value + Accrued
City of Beaumont, CA (257428)
Dated: 07/08/2024
Industry Sector
Other
(0.030°0)
Funds
(1.254%)
Consumer,
Cyclical (2.178%)
Consumer,
Non -cyclical (2.431%)
Industrial
(2.744%)
Communications
(4.612%)
Asset Backed
Securities (4.807%)
Government
(81.944%)
Chart calculated by: Base Market Value + Accrued
Industry Subgroup
Other
(8.878%)\
Machinery -Farm
(1.394%)
Medical -Drugs
(1.579%)
Auto-Med&Heavy Duty
Trks (2.178%)
Telecommunication
Equip (2.306%)
E-Commerce/Products
(2.307%)
Sovereign
Agency (21.496%)
Sovereign
(59.864%)
Chart calculated by: Base Market Value + Accrued

3 PUBLIC
1IIII i
CRUS
DVIS0T
R
Risk Summary (1)
04/01/2024 - 06/30/2024
1: * Grouped by: Issuer Concentration. 2: * Groups Sorted by: % of Base Market Value + Accrued.

City of Beaumont, CA (257428)
Return to Table of Contents Dated: 07/08/2024

4 PUBLIC
iDV1S0
rU
11111 S R
Performance Overview
04/01/2024 - 06/30/2024
Base Returns

0.6%
Return to Table of Contents

0.4%
E 0.2%
0%
-0.2% \ v
-0.4% ri,tx I I I Ix l b, I
„vtx
rvtx
„vtx
„vtx
Ix
09' 01'
D\041, �\�O`L DP' 4°
�\Op�`l �\^`L 4\ \\
�\��`L O\O�`L O\Og�`L O\^�`L O\�yL Oo,�`L O\00�`L

O O O O O O O O O O O O O O
— Total Return — Income Return — Price Return
Beta Distribution
City of Beaumont, CA (257428)
Dated: 07/08/2024
Summary
6%
4%
E 2%
m
N
���
_■-
=—
�■
0 0%
-2%
1 0 °
I
Prior Month
Prior Quarter
• Total Return
Prior Year
• Income Return • Price Return
I
Month to Date
Index Return • Excess Return
Quarter to Date
I
Year to Date
age l tits o
5 PUBLIC
CRUST
11111 iDV1S0R
Performance Overview
04/01/2024 - 06/30/2024
City of Beaumont, CA (257428)
Return to Table of Contents Dated: 07/08/2024
Portfolio Summary
Asset Class
Cash
Money Market Funds
Fixed Income
L
Base Market Value + Accrued
21,774.29
916,988.28
72,210,214.36
Total 73,148,976.93
Footnote: 1
Compliance Status
Compliant Account
Cash and Fixed Income Summary
Risk Metric Value
Cash 21,774.29
MM Fund 916,988.28
Fixed Income 72,210,214.36
Duration 1.668
Convexity 0.039
WAL 1.771
Years to Final Maturity 1.816
Years to Effective Maturity 1.790
Yield 4.883
Book Yield 4.485
Avg Credit Rating AA+/Aa1/AA+
Policy Name
Total Rules Compliant Rules Violating Rules
Equity Summary
Equity Metric Value
Equity
Beta
R Squared
Trailing P/E
Dividend Yield
l —
Compliance Overview
Status
As of

0.00 Compliant
06/30/2024
Reconciliation Status
Custody Reconciliation Status
Custody Last Reconciled For _
Trading System Last Reconciled For
Reconciled
07/05/2024
05/08/2024

6 PUBLIC
11111 TRUST
iDVIS0R
Performance Overview
04/01/2024 - 06/30/2024
Index: NO BENCHMARK REQUIRED.
1: * Grouped by: Asset Class.

City of Beaumont, CA (257428)
Return to Table of Contents Dated: 07/08/2024

0 PUBLIC
CRUST
11111 iDV1S0R
Index Comparison
04/01/2024 - 06/30/2024
Index Comparison Summary
City of Beaumont, CA (257428)
Return to Table of Contents Dated: 07/08/2024
a)
U
0 0
Duration
Yield Years to Effective Years to Final
Maturity Maturity
Index Comparison Market Sector
Government' Agency Municipal Industrial Asset I Cash
Backed
Index Comparison Duration
N
U
0%
0 I ck 1 9, 1 ' h I \ I O I X I
N ti ^, • A h ^ ^ ^� O
Index Comparison Credit Rating
A BBB I Non -Invest I Not Rated

8 PUBLIC
CRUST
11111 iDVIS0R
Index Comparison
04/01/2024 - 06/30/2024
City of Beaumont, CA (257428)
Return to Table of Contents Dated: 07/08/2024
Index Comparison Summary
Risk Metric Portfolio Index Difference
Duration 1.668
Yield 4.883
Years to Effective Maturity 1.790
Years to Final Maturity 1.816
Average Credit Rating AA+
Footnote: 1
Index Comparison Market Sector
Market Sector
Portfolio
Index Difference
Government 59.864%
Agency 21.496%
Municipal 0.585%
Industrial 11.966%
Asset Backed 4.807%
Cash 1.283%
Footnote: 2
Index Comparison Duration
Du Portfolio Index Difference
< 0 0.000%
0-1 13.918% — 11-
1 - 2 58.322%
2 - 3 27.759%
3-4 0.000%
4-5 0.000%
5-7 0.000%
7-10 0.000%
10-15
15-30
30 +
No Duration
Footnote: 3

0.000%

0.000%

0.000%

0.000%
Index Comparison Credit Rating
Index
Credit Rating Portfolio
AAA 89.755%
AA 3.149%
A 7.096%
BBB 0.000%
Non -Invest 0.000%
Difference
Not Rated 0.000%
Footnote: 4

9 PUBLIC
TRUST
11111 ADVISORS
Index Comparison City of Beaumont, CA (257428)
04/01/2024 - 06/30/2024
Return to Table of Contents Dated: 07/08/2024
Index: NO BENCHMARK REQUIRED.
1: * Grouped by: Risk Metric. 2: * Grouped by: Market Sector. 3: * Grouped by: Duration. 4: * Grouped by: Credit Rating.

PUBLIC
fUS
11111 iDV1S0R
GAAP Financials
04/01/2024 - 06/30/2024
Balance Sheet
As of:

Book Value
Accrued Balance
Book Value + Accrued
Net Unrealized Carrying Value Gain
Carrying Value and Accrued
City of Beaumont, CA _
03/31/2024 06/30/2024
72,197,862.76 72,885,554.80
663,154.12 658,521.65
72,861,016.87
-423,104.38
73,544,076.45
-395,099.51
72,437,912.49 73,148,976.93
Income Statement
Net Amortization/Accretion Income
Interest Income
Dividend Income
Foreign Tax Withheld Expense
Misc Income
Net Allowance Expense
Income Subtotal
Net Realized Gain/Loss
Net Holding Gain/Loss
Impairment Loss
Net Gain/Loss
Expense
Net Income
City of Beaumont, CA
Begin Date 04/01/2024
End Date 06/30/20
Transfers In/Out
Change in Unrealized Gain/Loss
717,806.75

0.00 0.00

0.00 0.00
-117,274.47

0.00 0.00

0.00 82,527.29
717,806.75
-117,274.47
683,059.57

0.00 28,004.87
tatement of Cash Flows
City of Beaumont, CA
Begin Date 04/01/2024
End Date 06/30/2024
Net Income
Amortization/Accretion on MS
Change in Accrued on MS
Net Gain/Loss on MS
Change in Unrealized G/L on CE
Subtotal
Purchase of MS
Purchased Accrued of MS
Sales of MS
Sold Accrued of MS
Maturities of MS
Net Purchases/Sales
Transfers of Cash & CE
Total Change in Cash & CE
Beginning Cash & CE
Ending Cash & CE
-82,527.29
-2,334.37
117,274.47

0.00 -7,743,279.30
-28,391.58
7,582,031.49
35,358.42

0.00 683,059.57
32,412.81
-154,280.97

0.00 561,191.41
377,571.16
938,762.57
City of Beaumont, CA (257428)
Return to Table of Contents Dated: 07/08/2024

11 PL[BLIC
CRUST
11111 iDV1S0R
Current Holdings City of Beaumont, CA (257428)
Base Currency: USD As of 06/30/2024
Return to Table of Contents Dated: 07/08/2024
Security Type
Base Original Units Base Current Units Final Maturity
Base Original Cost Base Book Value Base Net Total Base Interest/ Base Accrued Market Base Market Value Base Market Value + Unrealized Gain/ Dividend Due Balance Price Accrued
Loss
ABS 3,600,000.00 3,600,000.00 12/16/2026 3,450,072.26 3,485,977.67 23,592.56 0.00 6,345.78 97.6256 3,509,570.22 3,515,916.00 AGCY BOND 15,600,000.00 15,600,000.00 03/14/2026 15,613,508.99 15,609,550.40 -40,428.43 0.00 154,674.65 99.8064 15,569,121.97 15,723,796.62 CASH 21,774.29 21,774.29 06/30/2024 21,774.29 21,774.29 0.00 0.00 0.00 1.0000 21,774.29 21,774.29 CORP 8,965,000.00 8,965,000.00 01/07/2026 8,635,842.74 8,765,043.14 -81,423.82 0.00 69,328.69 96.9302 8,683,619.32 8,752,948.00 MMFUND 916,988.28 916,988.28 06/30/2024 916,988.28 916,988.28 0.00 3,211.79 0.00 1.0000 916,988.28 916,988.28 MUNI 425,000.00 425,000.00 03/17/2026 425,000.00 425,000.00 -2,052.05 0.00 4,997.23 99.5173 422,947.95 427,945.17 US GOV 44,000,000.00
44,000,000.00 05/26/2026 43,535,874.44
43,661,221.02 -294,787.77
18,562.50 423,175.31 98.5874
43,366,433.25 43,789,608.56
73,528,762.57 73,528,762.57 04/24/2026
72,599,061.01 72,885,554.80 -395,099.51 21,774.29 658,521.65 97.3580 72,490,455.28 73,148,976.93 * Grouped by: Security Type. * Groups Sorted by: Security Type. * Weighted by: Base Market Value + Accrued. * Holdings Displayed by: Position.

12 PUBLIC
CRUST
11111 iDV1S0R
Realized Gain/Loss
Base Currency: USD 04/01/2024 - 06/30/2024
Return to Table of Contents
City of Beaumont, CA (257428)
Dated: 07/08/2024
Security Type
ABS
BS Class Market Sector Ending Base Current Units
LT Asset Backed
Base Disposed Book Value Base Total Impairment Loss
Base Net Total Gain/Loss Ending Market Value + Accrued
3,600,000.00

0.00 0.00

0.00 3,515,916.00

AGCY BOND
Agency 15,600,000.00 0.00 0.00 0.00 15,723,796.62
CASH
RCV Cash
21,774.29

0.00 0.00

0.00 21,774.29
CORP
Industrial 8,965,000.00 -1,995,151.21 0.00 -16,641.21 8,752,948.00 MMFUND CE Cash 916,988.28 -1,599,419.00 0.00 0.00 916,988.28 MUNI LT Municipal 425,000.00 0.00 0.00 0.00 427,945.17
US GOV -- Government 44,000,000.00 -5,704,154.75 0.00 -100,633.26 43,789,608.56 73,528,762.57
-9,298,724.96 0.00 -117,274.47 73,148,976.93
* Grouped by: Security Type. * Groups Sorted by: Security Type. * Weighted by: Ending Market Value + Accrued. * Holdings Displayed by: Lot.

13 PUBLIC
CRUST
11111 iDVIS0R
Income Detail
Base Currency: USD 04/01/2024 - 06/30/2024
City of Beaumont, CA (257428)
Return to Table of Contents Dated: 07/08/2024
Security Type BS Class Ending Base Current Units Base Accretion Income Base Misc Income Base Expense Base Interest/Dividend Income Base Amortization Expense Base Net Income ABS
LT 3,600,000.00 13,163.24 0.00 0.00 35,694.99 0.00 48,858.23 AGCY BOND 15,600,000.00 4,299.44 0.00 0.00 185,031.25 -5,093.20 184,237.49 CASH
RCV 21,774.29 0.00 0.00 0.00 0.00 0.00 0.00
CORP 8,965,000.00 31,160.49 0.00 0.00 68,623.54 -307.92 82,834.90 MMFUND
CE 916,988.28 0.00 0.00 0.00 8,213.86 0.00 8,213.86
LT 425,000.00 0.00 0.00 0.00 4,997.22 0.00 4,997.22
MUNI
US GOV 44,000,000.00
53,307.44 0.00 0.00 415,245.89 -14,002.20 353,917.87
73,528,762.57
101,930.62 0.00 0.00 717,806.75 -19,403.32 683,059.57
* Grouped by: Security Type. * Groups Sorted by: Security Type. * Weighted by: Ending Base Market Value + Accrued. * Holdings Displayed by: Lot.

14 PUBLIC
CRUST
11111 iDV1S0R
Issuer Concentration (> $550K)
Base Currency: USD As of 06/30/2024
City of Beaumont, CA (257428)
Return to Table of Contents Dated: 07/08/2024
Issuer Concentration
Other
(8.935%)
Eli Lilly
and Company (1.603%)_
PACCAR Inc "
(2.210%)
Apple Inc.
(2.340%)
Amazon.com,
Inc. (2.341%)
Federal Home
Loan Banks (9.894%)
Farm Credit
System (11.921%)
-United
States (60.755%)
Chart calculated by: Base Market Value + Accrued
Issuer Concentration Security Type Ending Base Current Units Ending Effective Final Maturity Base Net Market Base Net FX Unrealized Base Market Value + Accrued % of Base Market Maturity Unrealized Gain/Loss Security Gain/Loss Value + Accrued United States US GOV 44,000,000.00 05/26/2026 05/26/2026 -294,787.77 0.00 43,789,608.56 60.755% Farm Credit System AGCY BOND 8,500,000.00 04/01/2026 04/01/2026 -24,588.47 0.00 8,592,350.11 11.921% Federal Home Loan Banks AGCY BOND 7,100,000.00 02/20/2026 02/20/2026 -15,839.96 0.00 7,131,446.52 9.894% Amazon.com, Inc. CORP 1,750,000.00 09/23/2025 09/23/2025 Apple Inc. CORP 1,750,000.00 11/19/2025 11/19/2025
PACCAR Inc CORP 1,600,000.00 08/11/2025 08/11/2025
Eli Lilly and Company CORP 1,145,000.00 02/09/2027 02/09/2027 -9,414.03 0.00 1,155,382.05 1.603% Deere & Company CORP 1,100,000.00 06/17/2026 06/17/2026 -388.06 0.00 1,019,344.34 1.414% Caterpillar Inc. CORP 1,000,000.00 05/13/2025 05/13/2025 -13,817.32 0.00 988,113.13 1.371% U.S. Bancorp MMFUND 916,988.28 06/30/2024 06/30/2024 0.00 0.00 916,988.28 1.272% Discover Financial Services ABS 975,000.00 09/15/2026 09/15/2026 8,657.76 0.00 893,264.66 1.239% Hyundai Auto Receivables Trust 2023-B ABS 875,000.00 03/15/2027 04/17/2028 6,178.56 0.00 879,629.94 1.220% Capital One Multi -Asset Execution Trust, Series 2022-3 ABS 875,000.00 10/15/2025 10/15/2025 3,525.90 0.00 872,535.74 1.211% Mercedes-Benz Auto Lease Trust 2023-A ABS 875,000.00 12/15/2025 01/15/2027 5,230.33 0.00 870,485.67 1.208% -11,977.37
-15,149.56
-28,612.77

0.00 1,687,363.25 2.341%

0.00 1,686,563.90 2.340%

0.00 1,593,055.30 2.210%
72,461,988.28 04/14/2026 04/24/2026
-390,982.75

0.00 72,076,131.44 100.000%
* Grouped by: Issuer Concentration. * Groups Sorted by: Base Market Value + Accrued. * Filtered By: Base Market Value + Accrued > 550,000.00. * Weighted by: Base Market Value + Accrued.

15 PUBLIC."
TRUST
1111 ADVISORS
Historical Trends
Base Currency: USD 04/01/2024 - 06/30/2024

5.15 5.1

5.05 5
City of Beaumont, CA (257428)
Return to Table of Contents Dated: 07/08/2024
Yield
>- 4.95 / \

4.9 /

4.85 4/'61't Off' O� Off' Off' O� Off' 41'61'
� Off' Off' Off' O� Off' Off'
41'
ON
1) \� bP ��O ,y� ��� ���, C0�0 c0�0 O�� 41 O�� C0�3

O O O O O O , O O O O O O O
Yield
Base Market Value + Accrued Period Begin Period End Duration Complex Credit Years to Effective Maturity Years to Final Maturity Rating

4.872 72,382,361.94 04/01/2024 04/06/2024 1.748 AA+ 1.881 1.909

5.094 72,267,633.95 04/07/2024 04/13/2024 1.792 AA+ 1.932 1.960

5.060 72,243,479.06 04/14/2024 04/20/2024 1.773 AA+ 1.911 1.938

5.094 72,269,102.97 04/21/2024 04/27/2024 1.754 AA+ 1.892 1.919

4.925 72 563 823.69 04/28/2024 05/04/2024 1.738 AA+ 1.872 1.900

4.948 72,571,598.08 05/05/2024 05/11/2024 1.796 AA+ 1.936 1.963

4.914 72,688,594.72 05/12/2024 05/18/2024 1.778 AA+ 1.913 1.940

5.019 72,619,905.45 05/19/2024 05/25/2024 1.758 AA+ 1.893 1.921

4.959 72,762,084.50 05/26/2024 06/01/2024 1.740 AA+ 1.874 1.902

4.982 72,799,764.80 06/02/2024 06/08/2024 1.721 AA+ 1.854 1.882

4.816 73.085.593.70 06/09/2024 06/15/2024 1.703 AA+ 1.831 1.858

4.853 73,114,187.72 06/16/2024 06/22/2024 1.687 AA+ 1.812 1.839

4.884 73,140,947.57 06/23/2024 06/29/2024 1.668 AA+ 1.793 1.819

4.883 73,148,976.93 06/30/2024 06/30/2024 1.668 AA+ 1.790 1.816 * Weighted by: Base Market Value + Accrued.

PUBLIC
CRUST
11111 iDV1S0R
Credit Events
Base Currency: USD 04/01/2024 - 06/30/2024
Downgrade
City of Beaumont, CA (257428)
Return to Table of Contents Dated: 07/08/2024
Account Identifier Description
City of Beaumont, CA
Effective Date
Agency Old Value New Value Event Type
Outlook Changed
194162AM5 COLGATE-PALMOLIVE CO 04/19/2024 S&P
AA-
A+ Downgrade
Account
Identifier Description
Effective Date
Agency Old Value New Value Event Type
City of Beaumont, CA 91282CKH3 UNITED STATES TREASURY 04/12/2024 Fitch Stable Off Outlook Changed City of Beaumont, CA 91282CKJ9 UNITED STATES TREASURY 04/16/2024 Fitch Stable Off Outlook Changed * Grouped by: Event Type. * Groups Sorted by: Event Type. * Filtered By: Agency # DBRS and Agency x Moodys.

17 Additional Disclosure:

This information is for the sole purposes of the client and is not intended to provide specific advice or recommendations. Please review the contents of this information carefully. Should you have any questions regarding the information presented, calculation methodology, investment portfolio, security detail, or any other facet of this information, please feel free to contact us.

Public Trust Advisors, LLC (Public Trust) statements and reports are intended to detail our investment advisory activity as well as the activity of certain client accounts managed by Public Trust. The custodian bank maintains the control of assets and executes and settles all investment transactions. The custodian statement is the official record of security and cash holdings transactions. Public Trust recognizes that clients may use these reports to facilitate record keeping; therefore, it is recommended that the client reconcile this information with their custodian bank statement. Many custodians use a settlement date basis that may result in the need to reconcile due to a timing difference. The underlying market value, amortized cost, and accrued interest may differ between the custodian and this statement or report. This can be attributed to differences in calculation methodologies and pricing sources used.

Public Trust does not have the authority to withdraw funds from or deposit funds to the custodian. Our clients retain responsibility for their internal accounting policies, implementing and enforcing internal controls, and generating ledger entries or otherwise recording transactions. The total market value represents prices obtained from various sources; it may be impacted by the frequency at which prices are reported, and such prices are not guaranteed. Prices received from pricing vendors are generally based on current market quotes but when such quotes are not available, the pricing vendors use a variety of techniques to estimate value. These estimates, particularly for fixed -income securities, may be based on certain minimum principal amounts (e.g. $1 million) and may not reflect all the factors that affect the value of the security including liquidity risk. The prices provided are not firm bids or offers. Certain securities may reflect N/A or unavailable where the price for such security is generally not available from a pricing source. The market value of a security, including those priced at par value, may differ from its purchase price and may not closely reflect the value at which the security may be sold or purchased based on various market factors. The securities in this investment portfolio, including shares of mutual funds, are not guaranteed or otherwise protected by Public Trust, the FDIC (except for certain non-negotiable certificates of deposit), or any government agency unless specifically stated otherwise.

Clients may be permitted to establish one or more unmanaged accounts for the purposes of client reporting. Clients may also be permitted to provide externally managed assets for the purposes of client reporting. Public Trust defines unmanaged accounts or assets as one where the investment direction remains the sole responsibility of the client rather than the Investment Manager. Unmanaged accounts or external assets do not receive ongoing supervision and monitoring services. The Investment Manager does not make any investment recommendations and may not charge a fee for reporting on these accounts or assets. The primary purpose for this service is to include unmanaged accounts or assets owned by the client in the performance reports provided by the Investment Manager. The Investment Manager assumes no liability for the underlying performance of any unmanaged accounts or assets, and it is the client's sole responsibility for the accuracy or correctness of any such performance.

Beginning and ending balances are based on market value plus accrued interest on a trade date basis. Statements and reports made available to the end user either from Public Trust or through the online reporting platform may present information and portfolio analytics using various optional methods including, but not limited to, historical cost, amortized cost, and market value. All information is assumed to be correct, but the accuracy has not been confirmed and therefore is not guaranteed to be correct. Information is obtained from third party sources that may or may not be verified. The data in this report is unaudited and is only applicable for the date denoted on the report. Market values may change day-to-day based on numerous circumstances such as trading volume, news released about the underlying issuer, issuer performance, etc. Underlying market values may be priced via numerous aspects as certain securities are short term in nature and not readily traded. Performance results are shown net of all fees and expenses and reflect the reinvestment of dividends and other earnings.

Many factors affect performance including changes in market conditions and interest rates and in response to other economic, political, or financial developments. Investment involves risk including the possible loss of principal. No assurance can be given that the performance objectives of a given strategy will be achieved. Past performance is no guarantee of future results. Any financial and/or investment decision may incur losses.

The investment advisor providing these services is Public Trust Advisors, LLC, an investment adviser registered with the U.S. Securities and Exchange Commission (SEC) under the Investment Advisers Act of 1940, as amended. Registration with the SEC does not imply a certain level of skill or training. Public Trust is required to maintain a written disclosure brochure of our background and business experience. If you would like to receive a copy of our current disclosure brochure, Privacy Policy, or Code of Ethics, or have any questions regarding your account please contact us.

Public Trust Advisors
717 17th St. Suite 1850
Denver, CO 80202

IARS

PUBLIC AGENCY
• RETIREMENT SERVICES
CITY OF BEAUMONT Account Report for the Period
PARS Post -Employment Benefits Trust
Elizabeth Gibbs
City Manager
City of Beaumont
550 East 6th St.

Beaumont, CA 92223
Account Summary
Source
6/1/2024 to 6/30/2024
Balance as of Balance as of
6/1/2024 Contributions Earnings Expenses Distributions Transfers 6/30/2024

PENSION
$2,775,738.45 $624,099.00 $38,093.84 $1,336.79 $0.00 $0.00 $3,436,594.50 Totals
$2,775,738.45 $624,099.00 $38,093.84 $1,336.79 $0.00 $0.00 $3,436,594.50 Investment Selection
Source
PENSION Moderate - Strategic Blend
Investment Objective
Source

PENSION
The dual goals of the Moderate Strategy are growth of principal and income. It is expected that dividend and interest income will comprise a significant portion of total return, although growth through capital appreciation is equally important. The portfolio will be allocated between equity and fixed income investments.

Investment Return
Source
1 -Month 3 -Months
Annualized Return
1 -Year 3 -Years 5 -Years 10 -Years Plan's Inception Date

PENSION

1.32%

1.22%

11.80%
3/14/2022
Information as provided by US Bank, Trustee for PARS; Not FDIC Insured; No Bank Guarantee; May Lose Value Past performance does not guarantee future results. Performance returns may not reflect the deduction of applicable fees, which could reduce returns. Information is deemed reliable but may be subject to change.

Investment Return: Annualized rate of return is the return on an investment over a period other than one year multiplied or divided to give a comparable one-year return.

Account balances are inclusive of Trust Administration, Trustee and Investment Management fees Headquarters - 4350 Von Karman Ave., Suite 100, Newport Beach, CA 92660 800.540.6369 Fax 949.250.1250 www.pars.org

BAUME ONTA -C A L 1 F O R N 1
Staff Report
TO: City Council
FROM: Thaxton Van Belle, Director of Water Reclamation
Kenyon Potter, Principal Engineer
DATE August 20, 2024
SUBJECT: Acceptance of Dedication of Parcel — Mesa Lift Station Description Accept dedication of parcel for the Mesa Lift Station and the Mesa Lift Station Upgrade Project.

Background and Analysis:

Additional space is needed adjacent to the existing Mesa Lift Station to allow for the construction of the emergency storage basin as part of the Mesa Lift Station Upgrade Project (CIP WW -11). Refer to Figure 1 — Mesa Lift Station Parcel Dedication (APN 414-120-031).

The parcel was previously dedicated but not accepted as Parcel B as shown on Parcel Map No. 31368, recorded in Book 229 of Parcel Maps, in Pages 46-53, inclusive of Riverside County Records.

Per Parcel Map No. 31368, the City Council may, by resolution, at any later date, and without further action by the subdivider, rescind its action and accept the parcel dedication.

Subsequently, staff is recommending that the City Council accept the dedication of the parcel.

Figure 1 — Mesa Lift Station Parcel Dedication
APN 414-120-031
:I.mage Lantl5a?. Cope Ici
Fiscal Impact:

The cost of preparing the staff report is estimated to be $250.

There is no impact to the general fund by accepting the parcel. The asset has already been recorded in the Wastewater Fund.

Recommended Action:

Waive the full reading and adopt by title only, "A Resolution of the City Council of the City of Beaumont, California, Accepting Parcel for Mesa Lift Station (Parcel B as Shown on Parcel Map No. 31368, Recorded In Book 229 of Parcel Maps, In Pages 46-53, Inclusive, Riverside County Records)."
Attachments:

A. Resolution
B. Exbibit A — PM 31368

RESOLUTION NO. 2024-

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BEAUMONT,

CALIFORNIA, ACCEPTING RIGHT-OF-WAY FOR POTRERO BOULEVARD (PARCEL B AS SHOWN ON PARCEL MAP NO. 31368, RECORDED IN BOOK 229 OF PARCEL MAPS, IN PAGES 46-53, INCLUSIVE, RIVERSIDE COUNTY RECORDS) WHEREAS, the Mesa Lift Station, located at 12490 Potrero Blvd, is necessary for the City's wastewater collection system serving this area, and WHEREAS, as part of the Mesa Lift Station Upgrade project (CIP WW -11), additional land will be utilized adjacent to the existing Mesa Lift Station to expand the footprint of the lift station, and
WHEREAS, for the existing and future operation of the Mesa Lift Station, a parcel of land is required to be dedicated to the City of Beaumont, and WHEREAS, a parcel was previously dedicated but not accepted as Parcel B as shown on Parcel Map No. 31368, recorded in Book 229 of Parcel Maps, in Pages 46-53, inclusive, Riverside County Records which is attached as Exhibit A NOW, THEREFORE IT IS HEREBY RESOLVED, ORDERED, AND FOUND by the City Council of the City of Beaumont, State of California:

THAT, the parcel for the Mesa Lift Station, as shown and described as Parcel Bon Exhibit A, is accepted by the City Council of the City of Beaumont.

MOVED, PASSED, AND ADOPTED this _ day of August 2024.

AYES:

NOES:

ABSTAIN:

ABSENT:

By:

David Fenn, Mayor, City of Beaumont
ATTEST:

By:

City Clerk

EXHIBIT "A'

BAUME ONTA -C A L I F O R N I
Staff Report
TO: City Council
FROM: Robert Vestal, Public Works Director
DATE August 20, 2024
SUBJECT: Right-of-way Acceptance
Description Accept right-of-way for Veile Avenue as part of the conditions of approval for Hidden Canyon Industrial Park, Parcel Map No. 36426 (Project).

Background and Analysis:

On March 20, 2012, the City Council approved the Project to build two warehouse facilities at the westerly terminus of Fourth Street. The project was conditioned to construct street and signal improvements along Veile Avenue at the intersection of Fourth Street. The improvements were completed, but the developer did not dedicate sufficient right-of-way to support the improvements.

Consequently, additional right-of-way is needed to fully utilize the public improvements and obtain the ultimate width right-of-way for Veile Avenue, coincident with the SCE substation parcel.

47H .9771e7-
{39•42'00' E
5E1,91'

N'LY LINE
LOT 1

CALM CC NEAP IF THE
TO VV it OF IDEAULUCOHT
L017
ELOCK 1
o v CO.

00. UNE r
AM: 4/7-110-002
LIFE
L1
WING
LENGTH
S 4753'25' W
L2

18.39'

21.34'48' W

6.20'
LOT
Figure 1 - Veile Avenue Right-of-way Dedication
Fiscal Impact:

The cost of preparing the staff report is estimated to be $350.

S'1Y UNE
LOT 1
There is no impact to the general fund by accepting the right-of-way.

Recommended Action:

Waive the full reading and adopt by title only, "A Resolution of the City Council of the City of Beaumont, California, Accepting Right -of -Way for Veile Avenue".

Attachments:

A. Resolution
B. Exhibit A

RESOLUTION NO. 2024-

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BEAUMONT,

CALIFORNIA, ACCEPTING RIGHT-OF-WAY FOR VEILE AVENUE
WHEREAS, right-of-way for Veile Avenue, south of Fourth Street, is necessary for the safe and efficient transportation system in this area and it continues to develop, and WHEREAS, as part of Hidden Canyon Industrial Park Project, Parcel Map No. 36426, right-of-way for Veile Avenue, is required to be dedicated to the City of Beaumont, and NOW, THEREFORE IT IS HEREBY RESOLVED, ORDERED, AND FOUND by the City Council of the City of Beaumont, State of California:

THAT, the right-of-way for Veile Avenue, as shown and described as Parcel A on Exhibit A, is accepted by the City Council of the City of Beaumont.

MOVED, PASSED AND ADOPTED this 20th day of August 2024.

AYES:

NOES:

ABSTAIN:

ABSENT:

By:

David Fenn, Mayor, City of Beaumont
ATTEST:

By:

City Clerk

EXHIBIT "A'

RECORDING REQUESTED BY

SOUTHERN CALIFORNIA EDISON COMPANY

RECORDING REQUESTED BY

SOUTHERN CALIFORNIA EDISON COMPANY
2 INNOVATION WAY, 2ND FLOOR
POMONA, CA 91768
ATTN: TITLE 8; REAL ESTATE SERVICES

SPACE ABOVE THIS LINE FOR RECORDER'S USE
Easement
Location: City of Beaumont
APN: 417-110-002
V&LM File No: GRT203719634
SCE Document: 289741
DOCUMENTARY TRANSFER TAX $

COMPUTED ON FULL VALUE OF PROPERTY CONVEYED

OR COMPUTED ON FULL VALUE LESS LIENS AND

ENCUMBRANCES REMAINING AT TIME OF SALE
SO. CALIF. EDISON CO.

SIGNATURE OF DECLARANT OR AGENT DETERMINING TAX FIRM NAME Serial No. 73210A
Service Order: 801864559

APPROVED

VEGETATION & LAND

MANAGEMENT
BY SF DATE 02/27/2024
SCE LAW Approved: CKK
SOUTHERN CALIFORNIA EDISON COMPANY, a corporation, hereinafter called "Grantor", does hereby grant to the CITY OF BEAUMONT, a municipal corporation, hereinafter called "Grantee", an easement for Public Road and Public Utility purposes, in, on, under, over, along and across that certain real property in the City of Beaumont, County of Riverside, State of California, described as follows:

Said Road and Utility easement is more particularly described on the Exhibit "A" and more particularly depicted on the Exhibit "B", both attached hereto and by this reference made a part hereof.

SUBJECT TO covenants, conditions, restrictions, reservations, exceptions, encumbrances, rights, easements, leases and licenses, affecting the above described real property or any portion thereof, whether of record or not.

The foregoing grant is made subject to the following terms and conditions:

1. The said Easement is granted subject to the right of Grantor to construct, maintain, use, operate, alter, add to, repair, replace, reconstruct, enlarge and/or remove in, on, over, under, through, along and across the above described real property, electric transmission and distribution lines and communication lines, together with supporting structures and appurtenances, for conveying electric energy for light, heat, power and communication purposes, and pipelines and appurtenances for the transportation of oil, petroleum, gas, water, or other substances, and conduits for any and all purposes.

2. Grantor shall not erect or place at any future time any of its facilities so as to unreasonably interfere with the rights of Grantee created by this Easement grant.

3. The said Easement shall be exercised so as not to unreasonably endanger or interfere with the construction, maintenance, use, operation, presence, repair, replacement, relocation, reconstruction or removal of such electric transmission, distribution or communication lines, pipelines, or other conduits.

4. Grantee agrees to hold harmless and indemnify Grantor to the fullest extent to which it can legally do so, from and against all claims, liens, encumbrances, actions, loss, damage, expense and/or

Grant of Easement
S.C.E., a corporation to
City of Beaumont
Serial No. 73210A
V&LM File No.: GRT203719634
Affects SCE Document(s): 289741
liability arising from or growing out of loss or damage to property, including Grantor's own property, or injury to or death of persons, including employees of Grantor, resulting in any manner whatsoever, directly or indirectly, by reason of the exercise of the rights hereby granted; provided, however, that this covenant shall not apply in those instances where such claims, liens, encumbrances, actions, loss, damage, expense and/or liability are caused by the sole active negligence of Grantor.

5. Grantee agrees to pay to Grantor, upon demand, any and all costs of relocation and/or construction of such electric transmission, distribution and communication lines and supporting structures, pipelines, and conduits which may be or become necessary by reason of the exercise of the rights granted pursuant to this Easement.

6. Grantee agrees that in the exercise of its rights hereunder, its contractors, employees and other agents will maintain a minimum clearance of ten (10.00) feet between their equipment and any and all overhead electric conductors.

7. Grantor shall have full unobstructed access to its facilities at all times and the right to clear, keep clear, and remove any and all obstructions of any kind at all times.

8. Grantor reserves for itself the right to trim any tree or trees which may grow in or on the above described real property and which, in the opinion of Grantor, endanger or interfere with the proper operation or maintenance of said electric transmission, distribution and communication lines, to the extent necessary to prevent any such interference or danger.

9. The above described real property is to be used only for the purposes specified herein and in the event:
a. said real property is not so used;
b. said real property shall be vacated as a Road and Utility easement right of way; or c. the project for which this Easement is being granted is abandoned, the Easement shall thereupon, ipso facto, revert to and merge in the interest of Grantor in the above described real property.

10. Upon termination or reversion of the rights herein granted, Grantee shall execute and deliver to Grantor, within thirty (30) days after service of a written demand therefore, a good and sufficient quitclaim deed to the rights herein given. Should Grantee fail or refuse to deliver to Grantor a quitclaim deed, as aforesaid, a written notice by Grantor reciting the failure or refusal of Grantee to execute and deliver said quitclaim deed as herein provided and terminating this Easement shall, after ten (10) days from the date of recordation of said notice, be conclusive evidence against Grantee and all persons claiming under Grantee of the termination or reversion of the rights herein given.

11. Also as a controlling part of the consideration for the execution and delivery of this instrument by Grantor, Grantee covenants, for itself, its successors and assigns, to construct and maintain the improvement to be located on the above described real property at its own expense.

12. Grantee hereby recognizes Grantor's title and interest in and to the above described real property and agrees never to assail or resist Grantor's title or interest therein.

13. Any earth fill placed by Grantee within the boundaries of the above described real property shall have a relative compaction density of ninety percent (90%). 2

Grant of Easement
S.C.E., a corporation to
City of Beaumont
Serial No. 73210A
V&LM File No.: GRT203719634
Affects SCE Document(s): 289741

14. Grantee agrees that all construction equipment, when not in use, shall be parked clear of Edison's right of way and/or rendered immobile.

15. Grantee agrees to maintain the above described real property.

16. In case of a suit to enforce any terms, covenants or conditions of this Easement, Grantee agrees to pay Grantor in addition to any other recovery or relief for which Grantor may be entitled, a reasonable attorney's fee to be fixed and allowed by the Court.

17..Any notice provided herein to be given by either party hereto to the other may be served by depositing in the United States Post Office, postage prepaid, a sealed envelope containing a copy of such notice and addressed to said other party at its principal place of business.

18. Any underground facilities shall be buried in the ground so that the tops thereof shall be not less than thirty-six (36.0) inches below the surface of the ground, shall be capable of supporting three - axle vehicles weighing up to forty (40) tons, and shall be of such type of construction and material as to be sufficient and safe for the purpose for which they are to be used.

19. Grantee shall promptly and properly replace the earth over any underground facilities, shall tamp or water -settle such earth so that no depressions shall be left or shall develop in the surface of the ground over said underground facilities, and shall restore the surface of the ground over said underground facilities to as near its original condition and appearance as possible.

20. Any pipeline shall be constructed to withstand a pressure equal to at least one hundred fifty percent (150%) of its maximum operating pressure.

21. Upon the termination or reversion of the rights herein granted, Grantee shall at its own risk and expense remove said Road and Utility Easement and restore said above described real property as nearly as possible to the same state and condition that it was in prior to any construction of said facilities, but if it should fail to do so within sixty (60) days after such termination, Grantor may do so at the risk of Grantee, and all cost and expense of such removal and the restoration of said premises as aforesaid, together with interest thereon at the rate of ten percent (10%) per annum shall be paid by Grantee upon demand.

22. Grantee agrees not to store flammable materials nor store any vehicle on the above described real property.

23. Any trees or plants within the above described real property shall be maintained by Grantee and shall not exceed a height of fifteen (15) feet.

24. This Grant of Easement is executed subject to General Order No. 69-C, of the Public Utilities Commission of the State of California dated and effective July 10, 1985, incorporated herein by this reference. As set forth in General Order No. 69-C, this grant is made conditional upon the right of SCE either on order of the Public Utilities Commission or on SCE's own motion to resume the use of the property in question (including, but not limited to the removal of any obstructions) whenever, in the interest of SCE's service to its patrons or consumers, it shall appear necessary or desirable to do so. Grantee agrees to comply with all applicable federal, state and local laws and regulations.

25. The use of the neuter gender herein will, when appropriate, be construed to mean either the masculine or feminine gender or both. Unless expressly provided elsewhere, herein to the contrary, the terms, covenants and conditions of this Easement shall inure to the benefit of and are binding upon the heirs, successors, representatives and assigns of the parties hereto. 3

Grant of Easement
S.C.E., a corporation to
City of Beaumont
Serial No. 73210A
V&LM File No.: GRT203719634
Affects SCE Document(s): 289741
IN WITNESS WHEREOF, said Southern C Tornia Edison Compan has caused this instrument to be executed this 97'/ day of , 20&2.

SOUTHERN CALIFORNIA EDISON COMPANY,
a corporation
By:

Jay Glasser
Real Estates Facilities Advisor
ECS/Distribution Acquisitions
Vegetation & Land Management
A Notary Public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

State of California )
County of LosI e/er)
OnrJU / / a20)9r b lfj.re me, "4-n) c et , a Notary Public, personalty appeared (J(i y t! 7C� (5 C7 , who proved to me on the basis of satisfactory evidence t' be the person whose name /are subscribed t the within instrument and acknowledged to That e she/they ex cuted the same in 's her/their authorized ca act s and that b i her eir si ature on the instrument the erso s), or P tY(� � by gn
the entity upon behalf of which the person acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature
4 M. CONTRERAS
Notary Public - California
San Bernardino County
Commission 124539!$
My Comm. Expires Aug 13, 2021

Grant of Easement
S.C.E., a corporation to
City of Beaumont
Serial No. 73210A
V86LM File No.: GRT203719634
Affects SCE Document(s): 289741
GRANTEE, does hereby accept the above and foregoing Easement upon and subject to all of the terms, covenants and conditions therein contained, and does hereby agree to comply with and perform each and all of said terms, covenants and conditions.

DATED as of this 3 day of , 20 A y
CITY OF BEAUMONT, a municipal corporation
acne: J4 (`,. )hn� k S
Title: e../9'-•-I��t~wEN'a-
By:

Name:

Title:

A Notary Public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

State of California
County of //CAA-A-Z/1.J x z
MARY J. BURNS
Notary Public - California =
Riverside County >
Commission 4 2378529
My Comm. Expires Nov 11, 2025
On 1,t 0, 00%z`1 before me, 1 a1'�F [ LT -:-3 ct ti� 4/5, , a Notary Public, personally appeared t - /- r r L ',' r , who proved to me on the basis of satisfactory evidence to be the person(d) whose name(i) is 'are subscribed to the within instrument and acknowledged to me that I1ie.1Lshe/they executed the same in gs /Their authorized capacity(aes), and that by his/heritheir signature(r4) on the instrument the person(g), or the entity upon behalf of which the person() acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature
SZOZ 't t t‘°N sa.1!dx3 'wwo0 /w
6Z58LEZ r uo!ssiwwoj
rqunoo apisjania
Z e!uwoj!!eD - Bggnd tieaoN
swan T Aadw
5

Grant of Easement
S.C.E., a corporation to
City of Beaumont
Serial No. 73210A
V&LM File No.: GRT203719634
Affects SCE Document(s): 289741
A Notary Public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

State of California
County of
On before me, , a Notary Public,
personally appeared , who proved to me on the
basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature
6

EXHIBIT "A"

LEGAL DESCRIPTION

PUBLIC STREET AND PUBLIC UTILITY EASEMENT
SERIAL NO. 73210A
APN: 417-110-002
THAT POR770N OF LOT 1 IN BLOCK 137 AS SHOWN BY AMENDED MAP OF THE TOWN OF

BEAUMONT, IN THE CITY OF BEAUMONT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA ON f7LE /N BOOK 6, PAGES 16 AND 17 OF MAPS, /N THE OfF10E OF THE COUNTY RECORDER OF SAN BERNARD/NO COUNTY, TOGETHER WITH THE EAST HALF OF MINNESOTA AVENUE, 80 FEET WIDE, AS VACATED BY ORDINANCE RECORDED JUNE 28, 1940 AS INSTRUMENT NO. 1895 /N BOOK 467, PAGE 434 OF OFF1CL4L RECORDS OF RIVERS/DE COUNTY, DESCRIBED AS FOLLOWS:

BEGINNING AT THE INTERSEC770N OF THE CENTERLINE OF VOLE AVENUE (FORMERLY KNOWN AS MINNESOTA AVENUE) AND WESTERLY PROLONGA770N OF 7HE SOUTHERLY RIGHT OF WAY LINE OF 4TH STREET AS SHOWN ON A RECORD OF SURVEY AS PER MAP f7LED IN BOOK 55, PAGE 47 OF RECORD OF SURVEYS, IN 77/E OFf7CE OF 77/E COUNTY RECORDED OF SAID COUNTY;

THENCE EASTERLY ALONG THE WESTERLY PROLONGATION AND THE NORTH LINE OF SAID LOT 1, NORTH 89' 42' 00' EAST 58.91 FEET
THENCE SOUTH 42' 53' 25' WEST 18.39 FEET;
THENCE SOUTH 21' 34' 48' WEST 6.20 PEET TO A LINE PARALLEL W/TH AND DISTANT EASTERLY 44.00 FEET, MEASURED AT R/GHT ANGLES FROM SAID CENTERUNE OF VE/LE AVENUE;
THENCE SOUTHERLY ALONG SAID PARALLEL LINE, SOUTH 00' 19' 30" EAST 240.85 FEET TO 7HE SOUTHERLY LINE OF 54/D LOT 1;
THENCE WESTERLY ALONG SAID SOUTHERLY LINE AND ITS WESTERLY PROLONGA770N, SOUTH 89' 42' 10' WEST 44.00 FEET TO SAID CENTERUNE OF VEILE AVENUE; THENCE NORTHERLY ALONG TO 54/0 CENTERLINE OF VEILE AVENUE, NORTH 00' 19' 30" WEST 260.01 FEET TO 77/E POINT OF BEGINNING.

CONTAINING 11,563 SQUARE FEET OR 0.265 ACRES, MORE OR LESS.

EXHIBIT V ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF.

SUBJECT 7V:• COVENANTS, CONDITIONS, RES7R/C770NS, RESERVATIONS, EASEMENTS, AND

RIGHTS -OF -WAY, /F ANY
Last Update: 6/24/24
0:\3400-3499\3496\ESMT\RW\3496RW.dwg
0 Thienes Engineering, Inc.

JQ CML ENG/NEER/NG • LAND SURVEYING
Ir 14349 F7RESTONE BOULEVARD
LA M/RAO4 CAUFORNLA 90638
Q PH.(714)521-4811 FAX(714)521-4173
SURVEYOR:

PREPARED UNDER THE DIREC170N OF
6/24/24
RL4N L. THIENES DA7E
.L.S. NO. 5750
REG. EXP. DEC. 31, 2025

SCALE: 1" = 50'
EXHIBIT "B"
SHEET 1 OF 1
PLAT

PUBLIC STREET AND PUBLIC UTILITY EASEMENT
SERIAL NO. 73210A
4TH
1 c,,
P.O.B. ? N 89'42'00" E

58.91 W

44.00'
S 89'42'10° W
Last Update: 6/24/24
0:\3400-3499\3496\ESMT\RW\3496RW.dwg
W
M
0,
b
0 N'LY LINE
LOT 1
STREET

ARAIE IDDCED KMP OF ME
TOWN OF o IE/ MRNOCpl`ur
L OO r
BLOCK 1S7
UVIJo 0 o O 0 lg-17
,S.E. o CO.

APN: 417-110-002

LINE TABLE
LINE #

BEARING
LENGTH
L1
S 42'53'25" W

18.39'

1.2 S 21'34'48" W

6.20'
0 Thienes Engineering, Inc.

IQ CML ENGINEER/NG • LAND SURVEYING
14349 FIRESTONE BOULEVARD
Q LA MIRADA, CALIFORNIA 90638
PH.(714)521-4811 FAX(714)521-4173
ILO7
LEGEND:

V/

S'LY LINE
LOT 1

INDICATES PUBLIC STREET AND

PUBLIC UTILITY EASEMENT
CONTAINS.• 11,563 SQ. FT
±0.265 ACRES
SECTION 9, TOWNSHIP 3 SOUTH, RANGE 1 WEST, S.B.M.

BAUME ONTA -c A L I F O R N I
Staff Report
TO: City Council
FROM: Robert Vestal, Public Works Director
DATE August 20, 2024
SUBJECT: Tri Pointe Bond Exoneration
Description Performance bond exonerations for Tract Map No. 31468-6, and Tract No. 34290. Maintenance bond exonerations for Tract Map No. 31468-5, and Tract No. 31468-7.

Background and Analysis:

On July 29, 2024, the City entered into an agreement with Tri Pointe Homes Holding Inc. for indemnity, reimbursement and release in exchange for bond exonerations. This agreement required the City to release four (4) bonds held by the City (two performance bonds and two maintenance bonds), as listed in Table No. 1.

Table No. 1 — Bond Summary
Project
Maintenance
Bond Number
Improvement
Value
File
Number
Improvement
Principal
Tract Map
No. 31468-6
5022637
$ 2,236,624.65
1526
Street
Improvements
Tri Pointe Homes

IE-SD, INC
Tract Map
No. 34290
52BSBDL9439
$ 163,323
1678
Street and
Storm Drain
Tri Pointe Homes

IE-SD, INC
Tract No.
31468-5
5022636-M
$ 237,846.79
1505
Street &
Storm Drain
Tri Pointe Homes

IE-SD, INC
Tract No.
31468-7
82296452-M
$ 159,893.27
Street, Storm
Drain, Sewer
Tri Pointe Homes

IE-SD, INC
Fiscal Impact:

The cost of preparing the staff report is estimated to be $300. The approximate value of general government assets being accepted is $2,797,687.71. The cost to maintain these facilities will be covered through the existing Public Works operating budget.

Recommended Action:

Accept the public improvements, authorize the Mayor to sign the Certificate of Acceptance, and authorize city staff to issue a bond exoneration letter for Performance and Maintenance Bonds for (Project / Bond Number / Improvement):
• Tract Map No. 31468-6 / 5022637 / Street
• Tract Map No. 34290 / 52BSBDL9439 / Street and Storm Drain • Tract No. 31468-5 / 5022636-M / Street & Storm Drain
• Tract No. 31468-7 / 82296452-M / Street, Storm Drain & Sewer Attachments:

A. PW2018-0127 - TR 31468-6 Street Bond -x Package
B. PW2020-0554 — TR 34290 Street and Strom Drain Bond -x Package C. PW2020-0539 — TR 31468-5 Maintenance Bond -x Package D. PW2020-0540 — TR 31469-7 Maintenance Bond -x Package E. Certificate of Acceptance
F. Tri Pointe Bond Exoneration Agreement

City of Beaumont
550 E. 6th Street
Beaumont, CA 92223
(951) 769-8520
www.ci.beaumont.ca.us
Case No.` }aO\g-b\-1
Receipt No.

Fee $ ? C , 5u
Date Paid
L- v.

BOND EXONERATION APPLICATION
Bond Type: ❑Performance ❑Maintenance ❑Final Monument Inspection ['Other:

1. Contact's Name M 1 Via et f fe i5hro 11/1 Phone J I --42S-411-00

2. Contact's Address (5O C&rOMM E , corona 81819
City/State/Zip

5. Contact's E-mail : , . tisinrnaftplt'C ' [. m e s . CO rvi ,ilYfam di si•.n 1 - ---,'1440

3. Developer Name - Phone .
(If corporation or partnership application must include names of principal officers or partners)

4. Developer Address
City/St/Zip

5. Description of Bonds (including Bond Number, Tract Map/Application number, File number, and description of improvements covered):
l\-,Soa.D 3`7 , 1►2.PNCi 31L1(h-,-- c-Pk19
A 70 ► N 6E

6. CERTIFICATION OF ACCURACY AND COMPLETENESS: I hereby certify that to the best of my knowledge the information in this application and all attached answers and exhibits are true, complete, and correct.

I i-(1441
Print Name and Sign — Contact/Applicant ate

7. Contractor shall indemnify, defend, and hold harmless the City and its officers, officials, employees and volunteers from and against any and all liability, loss, damage, expense, costs (including without limitation costs and fees of litigation) of every nature arising out of or in connection with contractor's performance of work hereunder or its failure to comply with any of its obligations for which this Bond exoneration is requested, except for such loss or damage which was caused by the active negligence of the City. { Zr((
Print Name and Sign — Contact/Applicant Date

BEAUMONT
Punch List
Project Name: Street and Storm Drain Improvements
PW2018-0127
Inspected By: Jason Craghead
Item
No.
1 2
3 4
5 6
7 8
9 10
11 Description
Barbetty/Mistletoe N/E, and N/W Curb
Ramps missing Truncated Domes
Tree roots from multiple trees in parkway
on Mistletoe creating irrigation problems
and future S/W problems
Multiple S/W Panels lifted on Mistletoe
S/E corner of Quince/Houstonia, both
Curb Ramps not in compliance with
Riverside County Std. No. 403 Case A
S/E corner of Hustonia/Mistletoe, Curb
Ramp not in compliance with Riverside
County Std. No. 403 Case A
S/W corner of Hustonia/Mistletoe, Curb
Ramp missing Truncated Domes
Multiple Trenches along Mistletoe that
have not been repaired per City Std.

N/E corner of Quince/Houstonia, Curb
Ramp not in compliance with Riverside
County Std. No. 403 Case A
N/E corner of Quince/Houstonia, Spandrel
Cracked
Quince/Knuckle, Trench Line has not been
repaired per the City Std.

N/W, and S/W corners of Quince/Sea
Lavender, Curb Ramps not in compliance
with Riv. County Std No. 403 Case A
[COMPANY NAME]
Bond No. 5022637
Page: 1 of
Completed by
Construction
(Sign/Date)
Tract No. 31468-6
Date: 8/8/24
Accepted by
(Sign/Date)

Siindance Traci 31458-6 PA 19 (Street/Drainage) Bond No; 5022637 Pardee Job #192212 Premium: $12,047.00
Bond Safeguard insurance Company
1919 S. Highland Ave. Bldg. A, Ste. 300, Lombard, IL 60148 FAITHFUL PERFORMANCE i LABOR AND MATERIAL BOND
KNOW ALL MEN BY THESE PRESENTS, that we PARDEE HOMES, as Principal, and BOND SAFEGUARD INSURANCE COMPANY, authorized to do business in the State of California, as Surety, are held and firmly bound unto CITY OF BEAUMONT, as Obligee, in the sum of :

TWO MILLION, ONE HUNDRED NINETY THOUSAND, THREE HUNDRED FORTY ONE AND 18/100s

DOLLARS
($2,190,341.18), lawful money of the United Sates of America, for which payment well and truly to be made we bind ourselves, our heirs, executors and assigns, Jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the above bounden Principal shall in all things stand to and abide by, and welt and truly [seep and perform, all covenants, conditions and agreements contained in an Agreement with the said Obligee as Is more specifically set forth in said Agreement, to which reference is hereby made and more fully described below:

Sundance Tract 31468-6 PA 19 (Streetiflralnage)
IT I5 FURTHER UNDERSTOOD AND AGREED that the period of this bond shall be from to . The Surety's liability is limited to claims made during the term of the bond and shall not exceed in the aggregate the penal sum of the bond specified herein.

This bond will not respond to any liability which arises from design, maintenance or efficiency guarantees.

SIGNED, SEALED, AND DATED THIS 27114 of July 2006,

PARDEE HOMES
By:

John Arvin, Senior Vice President

BOND SAFEGUARD INSURANCE COMPANY
Sy:

Melissa Schmidt, Attorney -in -Fact

Sundance Tract 31488-6 PA t 9 (Street/Drainage) Bond No: 5022837 Pardee Job #192212 Premium: $12,301.00
Bond Safeguard Insurance Company
1918 S. Highland Ave. Bldg. A, Ste. 300, Lombard, IL 60148 FAITHFUL PERFORMANCE 1 LABOR AND MATERIAL BOND
KNOW ALL MEN BY THESE PRESENTS, that we PARDEE HOMES, as Principal, and BOND SAFEGUARD INSURANCE COMPANY, authorized to do business In the State of California, as Surety, i• are held and firmly bound unto CITY OF BEAUMONT, as Obliges, in the sum of :

TWO MILLION, TWO HUNDRED THIRTY SIX THOUSAND SIX HUNDRED TWENTY FOUR AND 65/106s DOLLARS
($2,236,624.65), lawful money of the United Sates of America, for which payment well and truly to be made we bind ourselves, our heirs, executors and assigns, jointly and severally, finely by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the above bounden Principal shall in all things stand to and abide by, and well and truly keep and perform, all covenants, conditions and agreements contained in an Agreement with the said Obligee as Is more specifically set forth in said Agreement, to which reference is hereby made and more fully described below:

Sundance Tract 31468-6 PA 18 (StreetlOrainage)
IT IS FURTHER UNDERSTOOD AND AGREED that the period of thls bond shall be from to The Surety's liability is limited to claims made during the term of the bond and shall not exceed h the aggregate the penal suin of the bond specified herein.

This bond will not respond to any liability which arises from design, maintenance or efficiency guarantees.

SIGNED, SEALED, AND DATED THis 2TS" of July 2006.

PARDEE HOMES
By:

John Arvin, Senior Vice President

BOND SAFEGUARD INSURANCE COMPANY
By:

Melissa Schmidt, Attorney--in-Fact

Sundance Tract 31468-6 PA 19 (StreeWrainage)
Pardee Job #192212
Bond No: 5022637
Premium: $12,301.00
Bond Safeguard Insurance Company
1919 S, Highland Ave. •Bldg,. A, Ste. 300, Lombard, IL 60148 FAITHFUL PERFORMANCE 1 LABOR AND MATERIAL BOND
l.

KNOW ALL MEN BY THESE PRESENTS, that we PARDEE HOMES, as Principal, and BOND t.

SAFEGUARD INSURANCE COMPANY, authorized to do business in the State of California, as Surety, are held and firmly bound unto CITY OF BEAUMONT, as Obligee, in the sum of :

TWO MILLION, TWO HUNDRED THIRTY SIX THOUSAND SIX HUNDRED TWENTY FOUR AND 651100s DOLLARS
($2,236,624.66), lawful money of the United Sates of America, for which payment well and truly to be made we bind ourselves, our heirs, executors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the above bounden Principal shall in all things stand to and abide by, and well and truly keep and perform, all covenants, conditions and agreements contained in an Agreement with the said Obligee as is more specifically set forth in said Agreement, to which reference is hereby made and more fully described below:

Sundance Tract 31462-6 PA.19 (Street/Drainage)
IT iS FURTHER UNDERSTOOD AND AGREED that the period of this bond shall be from to 1, The Surety's liability is limited to claims made during the term of the bond and shall not exceed in the aggregate the,penat sum of the bond specified herein.

This bond will not respond to any liability which arises from design, maintenance or efficiency guarantees.

SIGNED, SEALED, AND DATED THIS 27Th of Jufy 2006.

PARD EH / MES
By:
43 a Dip
Jhn • Mn, Senior Vice President

BON I AFEGUARD INSURANCE COMPANY
midt, Attorney -in -Fact

POWER OF ATTORNEY Ao 2 2 36 0 -
Bond Safeguard INSURANCE COMPANY
KNOW ALL MEN BY THESE PRESENTS, that BOND SAFEGUARD INSURANCE COMPANY, an Illinois Corporation with its principal office in Lombard, Illinois, does hereby constitute and appoint:

Michael 3. Scheer. lames i. Moore, Christine Woods, Irene Diaz, Bonnie Kruse, Stephen T. Hammer, Dawn L. Morgan, Peggy Paust, Kelly A Jacobs, Elaine Marcos, Jesuit/or J. McComb, Melissa Schmidt its true and lawful Attorney(s)-in-Fact to make, execute, seal and deliver for, and on Its behalf as surety, any and all bonds, undertakings or other writings obligatory In nature of a bond.

This authority is made under and by the authority of a resolution which was passed by the Board of Directors of BOND SAFEGUARD INSURANCE COMPANY on the 7th day of November, 2001 as follows:

Resolved, Mat the President of the Company is hereby authorized to appoint and empower any representative of the Company or other person or persons as Attorney -In -Fact to execute on ehalf_of the Co pane Two Mama anyN �� unde�d n� policies. contracts of indemnity or other writings obligatory in naturo of a bond, $
which the Company might execute through its duly elected officers, and affix the seal of the Company thereto. Any said execution of such documents by an Attorney -In -Fact shall be as binding upon the Company as If they had been duly executed and acknowledged by the regularly elected officers of the Company. Any Attomey-In-Fact, so appointed, may be removed for good cause and the authority so granted may be revoked as specified in the Power of Attorney.

Resolved, that the signature of the President and the seal of the Company may be affixed by facsimile on any power of attorney granted, and the signature of the Vice President, and the seal of the Company maybe affixed by facsimile to any certificate of anyauch power and any such power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power so executed and sealed and roertificate so executed and sealed shall, with respect to any bond or undertaking to which it Is attached. continue to be valid and binding on the Company.

IN WITNESS THEREOF, BOND SAFEGUARD INSURANCE COMPANY has caused this instrument to be signed by Its President, and its Corporate Seal to be affixed this 71h day of November, 2001.

SOND SAFEGUARD INSURANCE COMPANY
BY

ACKNOWLEDGEMENT
David E. Campbell
President
On this 7th day of November, 2001. before me, personally carne David E. Campbell to me known, who being duly sworn, did depose and say that he is the President of BOND SAFEGUARD INSURANCE COMPANY, the corporation described In and which executed the above instrument; that he executed said instrument on behalf of the corporation by authority of Hs office under the By-laws of said corporation.
"OFFICIAL SEAL"
LYDIA J. DEJONG
Notary Public, State of Illinois
My Commission Expires 1/12/07
Lydia J. DeJong
Notary Public
a

CERTIFICATE
1, the undersigned, Vice President of BOND SAFEGUARD INSURANCE COMPANY, An Winds Insurance Company. DO HEREBY CERTIFY that the original Power of Attorney of which the ioregoing Is a true and correct copy, is in full force and effect and has not been revoked and the resokations as set forth are now in force.

Signed and Sealed at Lombard, Illinois this 27t:h Day of _July , 20 06 AN

ILLINOIS
o
0 INSURANCE
an,,d1 2.„4„,a„,,
Donald D. Buchanan

CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
State of California
County of Los Angeles
ZrVi
ryr

SHERRIE JOSSEN
Commrsslon # 1423346
Notary Public • Coltiornia
Los Angeles County
My Comm. Expires Jun P, 21)07'
On August 2, 2006, before me, Sherrie Jossen, Notary Public, personally appeared John Arvin, Sr. Vice President, personally known to me to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument.
p.t �"... ERRIE JOSSEN
ti Commission # 1423346
Notary Public Golf O!«ia
s Angeles Cour*Y
My Comm Expires Jun 9, 2007
WITNESS my hand and official seal
Sherrie Jossen
Notary Public in and for said state.
...�...._._......._�_..__.M.,..._..._�..-0PTI OVAL-..........__.......

Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of thls form.

Title or Type of Document:

Additional Information:

Date of Document:

Signer Is Representing:

Signer(s) other than named above: Melissa Schmidt, Attarney-1n-Fact for Bond Safeguard Insurance Company

CAPACITY CLAIMED BY SIGNER

DESCRIPTION OF ATTACHED DOCUMENT
Faithful PerformancelLabor & Material Bond #5022637
Sundance 3146B-6 PA 19 (Streets/Drainage)
July 27°i, 2006 Number of Pages: i

PARDEE HOMES
Name of Signer: John Arvin
Signing As:

INDIVIDUAL

X CORPORATE OFFICER
TITLE: Sr. Vice President
❑ PARTNER(S)
❑ LIMITED ❑ GENERAL
❑ ATTORNEY -IN -FACT
p TRUSTEE
❑ GUARDIAN/CONSERVATOR
❑ OTHER:

THUMB PRINT

RIGHT THUMB

STATE OF ILLINOIS }
) S.S.

COUNTY OF DUPAGE }
On July 27, 2006, before me, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared Melissa Schmidt, known to me to be Attorney -in -Fact of Bond Safeguard Insurance Company, the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument, and known to me to be the person who executed the said instrument on behalf of the said corporation executed the same.

IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in this certificate above.

My Com ssion Expires on September 23, 2009
•
Jennifer 4cCo m, Notary Public

OFFICIAL SEAL

JENNIFER J MCCOMB
NOTARY PU6UC - STATE OF ILLINOIS
MY COMMISSION EIPIRES:09/25109

GENERAL NOTES:

VICINITY MAP
LEGEND

FINISHED SURFACE FS

GRADE BREAK GB

HIGH POINT HP

TOP OF CURB TC

FLOWLINE FL

LOW POINT LP

PROPERTY LINE

RIGHT OF WAY R/W

CURB FACE CF
EDGE OF PAVEMENT. EP

FINISHED GRADE FG

LOCAL DEPRESSION LT)

EXISTING ELEVATION

FINISHED ELEVATION

PROPERTY LINE

CENTERLINE

RIGHT-OF-WAY (R/W)
EXIST. WATER LINE
EXIST. BLOCK WALL
EXIST. GAS LINE
EXIST. TELEPHONE LINE
EXIST. TV LINE
EXIST. ELECTRICAL LINE (EDISON)

EASEMENT LINE

SD LINE
CONTRACTOR NOTES:

NTS

NATURAL GROUND NG

PORTLAND CEMENT CONCREIEPCC

ASPHALT CONCRETE AC

CONCRETE CONC

DRIVEWAY DWY

WATER METER WM

TELEPHONE BOX GTE

WATER VALVE WV

VAULT VLT

POWER POLE PP

AGGREGATE BASE AB
TANGENT . T
(100.50)
700.50
----R/W
W
G
T
ry
E
08/9
1Q100=14.2,, ,cfs
1�fe
1-001„Q100-45. .cfs
Q10 =29. cfs
can
Qioo-10 111cfs
Q10 =B.'. cis

CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED

CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE

AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT

THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL

WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY

AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL UABIUTY, REAL OR ALLEGED,

IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.

UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS.

ALL CHANGES TO THE PLANS MUST BE IN WRITING & MUST BE APPROVED BY THE PREPARER OF THESE PLANS.

DECLARATION OF ENGINEER OF RECORD:

I HEREBY DECLARE THAT IN MY PROFESSIONAL OPINION, THE DESIGN OF THE IMPROVEMENTS AS SHOWN ON THESE PLANS COMPUES WITH THE CURRENT PROFESSIONAL ENGINEERING STANDARDS AND PRACTICES.

AS THE ENGINEER IN RESPONSIBLE CHARGE OF THE DESIGN OF THESE IMPROVEMENTS. I ACCEPT FULL RESPONSIBIUTY FOR SUCH DESIGN. I UNDERSTAND AND ACKNOWLEDGE THAT THE PLAN CHECK OF THESE PLANS BY THE Orr OF BEAUMONT IS A REVIEW FOR THE LIMITED PURPOSE OF ENSURING THAT THESE PLANS COMPLY WITH CITY PROCEDURES AND OTHER APPLICABLE CODES AND ORDINANCES. THE PLAN

REVIEW PROCESS IS NOT A DETERMINATION OF THE TECHNICAL ADEQUACY OF THE DESIGN OF THE IMPROVEMENTS. SUCH PLAN CHECK DOES NOT THEREFORE REUEVE ME OF MY DESIGN RESPONSIBILITY.

AS THE ENGINEER OF RECORD, I AGREE TO DEFEND AND INDEMNIFY THE CITY OF BEAUMONT, ITS

OFFICERS, ITS AGENTS, AND ITS EMPLOYEES FROM ANY AND ALL LIABILITY, CLAIMS, DAMAGES, OR

INJURIES TO ANY PERSON OR PROPERTY ARISING FROM NEGLIGENT ACTS, ERRORS OR OMISSIONS OF THE ENGINEER OF RECORD, PHIS IEMPLOYEES, HIS AGENTS OR HIS CONSULTANTS.

TO L= SIGNATURE: DATE: 7 °r
LICENSE No. I,U W Ill. EXP. 449004 F7/W
NOTE

WORK CONTAINED WITHIN THESE PLANS

SHALL NOT COMMENCE UNTIL AN

ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.

THE PRIVATE ENGINEER SIGNING THESE PLANS IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER COUNTY

APPROVAL OR DURING CONSTRUCTION, THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

FOR DETERMINING AN ACCEPTABLE SOLUTION AND

REVISING THE PLANS FOR APPROVED BY THE
COUNTY.

DIGALIZT

IBALS LPREB
1(800)227-2600
Az 4o >�
BON
p s■YI®MSIT09,0001■NOAIaC.UA
PAD
14 B
N
10 5'
CB#6
Q 100=9
10 W
28'

CITY OF BEAUMONT, CALIFORNIA
Street Improvement Plans
TRACT 31468-6
Located Within Portions of Section 35, Township 2 South, Range 1 West

SARDONIA WAY
J
ST
Q100=7.28 cfs
Q10 =1.31 cfs
LOT NO. I(Tti�

SHEET NUMBER
(TYPICAL)
STREET FLOW (1
USE
■80
e
Is■
74 73 72
28 18'
I T0,1_+0.02'
68' Local Street
Not To Scale

MISTLETOE DRIVE
TI.5.0

TYPICAL STREET SECTION
BASIS OF BEARINGS:

DESCRIPTION

BASED ON THE UNE BETWEEN STATIONS
"TRAK' AND "MATH" (POSITIONS PER
NATIONAL GEODETIC SURVEY, NAD83,
EPOCH 1995.5) AS SHOWN ON M.B. 102,
PAGES 50 THROUGH 65 OF RECORDS IN

COUNTY RECORDER'S OFFICE OF

RIVERSIDE COUNTY, CAUFORNIA
BEING: N 52'49'02.84" E

BENCHMARK CITY OF BEAUMONT
DESCRIPTION: NO. 07.A.82
1-3/8' BRASS CAP MONUMENT MARKED
'CITY B.M. 7". LOCATED AT THE S.E.

CORNER 14TH AND PENNSYLVANIA AVE..
59 FT. ELY AND 22 FT. ELY OF
CENTERUNE INTERSECTION, 2 FT. ELY
OF B.C.R.

ELEV.= 2678.277 (1982)
BY
MARK

ENGINEER

MISTLETOE DRIVE
138 139 140 141
■■ ■
WAY
60 MANDRAKE WAY
CB$7
Q100=-9.53 cfs
Q10 o3.09 cfs
122 121
■ ■
■

CARNATION
LANE

INDEX OF SHEETS
SHEET

DESCRIPTION
1 TITLE SHEET
2-9

STREET IMPROVEMENT PLAN
10-13

STORM DRAIN IMPROVEMENT PLAN
10 5'
20' SETBAOC
1o.
8B
11•.
4'AC OVER B• CLASS 2 AB D

REVISIONS
2 9
a
PAD
GTE
143 144 145

TULIP CIR S
107 (08 109 110 111
■ ■ ■■

ANDRAKE WAY
Q1 5.11 c
Q.,9 .640; R

I INDEX MAP
SCALE
PAD
■ ■ ■

CONSULTING

TIGER FLOWER DR

AMBROSIA ST

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA AND RELOCATION COSTS OF ALL EXISTING UTUTES. PERMITTEE MUST INFORM CITY OF ITS CONSTRUCTION SCHEDULE AT LEAST- 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION AT (951) 769-8520.

2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, "LATEST EDITION," COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENT.

3. ALL UNDERGROUND FACILITIES, WITH LATERALS. SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION INCLUDING, BUT NOT UNITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND STORM DRAIN.

4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION.

REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE CITY.

5. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING THESE IMPROVEMENT

PLANS, NO REVIEW OR APPROVAL OF THESE PRIVATE FACILITIES ARE IMPLIED OR INTENDED BY CITY OF BEAUMONT PUBUC WORKS DEPT.

6. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT, PERMIT SECTION. FOR ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBUC RIGHT-OF-WAY. DEDICATED AND ACCEPTED. FOR PUBUC USE; AND TO BE RESPONSIBLE FOR SATSFACTORY COMPUANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMIT MAY BE REQUIRED.

7. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO R.C.T.D. STANDARD NO. 816.

8. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE R.C.T.D. STANDARD NO. 401 IF EXPANSIVE SOIL ARE ENCOUNTERED.

9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461

10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS.

11. AS DETERMINED BY THE PUBUC WORKS DIRECTOR. THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS

TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX.

12. CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE EUMITATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (N01) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB). PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPP) AND MONITORING PLAN FOR THE SITE.

13. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND MARKINGS NOT INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES. UPON THE REQUEST OF THE DIRECTOR OF PUBLIC WORKS DR HIS.DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER THE JURISDICTION OF THE DEVELOPER.

14. EXISTING D T, OR JUST IN
THE PROJECT RVICINIM TY) MIN UST /BE REPAIRED, ANDCULVERTS S/OR CLEANED R TO BE NTO MAKE THEM FUNCTIONAL AND ACC PECTED TO, EXTENDED. ADJUSTED. E ABLOE AS DIRECTED BY THE PUBLIC WORKS DEPARTMENT.

15. ALL STORM DRAIN, CATCH BASINS AND STORM WATER RUNOFF STRUCTURES WILL BE PROVIDED WITH ADEQUATE CAPABILITIES

TO FILTER AND RETAIN SEDIMENT AND GRIT, OIL AND GREASE, TO PREVENT POLLUTION IN STORM WATER RUNOFF IN

COMPLIANCE WITH THE CITY OF BEAUMONT'S BEST MANAGEMENT PRACTICES AND THE BEAUMONT DRAINAGE MASTER PLAN

FOR STORM WATER AS WELL AS BEST MANAGEMENT PRACTICES IDENTIFIED IN THE CURRENT REPORT OF WASTE DISCHARGE OR RIVERSIDE COUNTY PERMIITEES.

16. DEVELOPER SHALL BE FULLY RESPONSIBLE IN ASSURING THAT PROPOSED IMPROVEMENTS CONFORM TO THE APPROVED PLANS, SPECIFICATIONS AND CITY OF BEAUMONT STANDARDS. WHERE DEVIATIONS EXIST, DEVELOPER SHALL PROPOSE CORRECTIVE MEASURES FOR REVIEW AND APPROVAL BY THE CITY.

17. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO APPLY TO THE CAUFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN STATE RIGHT-OF-WAY.

18. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STANDARDS NO. 206 AND/OR 207. AS DIRECTED IN THE FIELD.

19. PRIME COAT IS REQUIRED PRIOR TO PAVING ALL GRADES IN EXCESS OF TEN PERCENT.

20. INSTALL
STREET

TREES AMBER OR IN APPWITH ORDIN
ORDINANCCE E 4600JND 499.PLAINSTALL EUCALYPTUS POLYANTHEMOS(SILVER DOLLAR), CRA21. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET UGHTING PLAN PER CITY OF BEAUMONT'S APPROVED STREET LIGHTING SPECIFICATIONS.

22. THE CITY RESERVES THE RIGHT TO REQUIRE REVISION OF THE APPROVED PLANS TO CONFORM WITH CURRENT STANDARDS AND TO POST A NEW 80ND IF CONSTRUCTION HAS NOT COMMENCED WITHIN TWO YEARS AFTER PLANS WERE APPROVED. 50 Sheet) , \ 6' CURB t GUTTER ®
Not To S0 4'AC OVER B' 0.455
HOUSTONIA LN • SHAMROCK WAY • PERIWINKLE LN • MANDRAKE WY • POLYANTHUS LN LAUREN1INE WY • HAWTHORNE LN • SYRINGA CT • QUINCE ST • CARNATION LANE

TYPICAL STREET SECTION
CONSTRUCTION NOTES + QUANTITY ESTIMATES
NO.

DESCRIPTION
UNIT
OTY.

D
CONSTRUCT 4•AC OVER 8'CLASS II AGFREGATE BASE.

SF
228,081.80
w
OONSRIICT TYPE A-8 CUPS & GUTTER, PER COREY
OF RIVERSIDE STD. N0. 200.

LF
13,073.50

CONSTRUCT CROSS GUTTER, PER COUNTY OF
RIVERSIDE STD. FE. 209 t 209A.

EA
6 0
l7RSTIBJCT SIDEWALK(WIDTH PER FLAN), PER C ARTY
CF RIVERSIDE STD. NO. 401(I100IFID1.

LF
13,073.50
®

CONSTRUCT MEN RAW, CASE A, FEB COUNTY OF
RIVERSIDE STD. N0. 403.

EA
22 ®

PERCONSTRUCT BASIN,

TY ER RIVERSIDEDEPRESSION
R. FOR OPENING 311 (CASEB).

EA
EA
4 w

CONSTRICT GUTTER DEPRESSION FOR CUB OPENING CATCH BASIN, PER COUNTY OF RIVERSIDE SID. N0. 311 (CASE C).

CA
5 ®
CONSTRUCT SKEET NNE SIGN PER CONTY DF RIVERSIDE STD. NO. 816.

EA
13 ®
INSTALL STREET LIGHT PER SEPARATE STREET LIGHT PLAN.

EA
18 10
CONSTRUCT 24• RCP (D -LOAD PER PLAN)
LF
419
11 CCNSTRUCT 30• RCP (D -LOAD PER PLAN)
LF
166
Q
CONSTRICT 38' RCP (D -LOAD PER PLAN)
IF
1004
©
Cr>HSTWCr 34.053• ELLIPTICAL RCP (B -LOAD PER PUN)
LF
60 14
CONSTRUCT MANHOLE N0. 2 PER RCFC k WCD SID. DWG. ND. WH252 EA
3 ©
CONSTRICT JUNCTION STRUCTURE NO. 2 PER
RCFC t GOD PER SID. DNS. NO, ,§227
EA
5 16
CONSTRICT CATCH BASIN NO 1 PER RCM le ICU
ID PER S. DWG. N0. CB100 {WIDTH PER PLAN)
EA
9 fa
vzi
CONSTRUCT CONCiETE HEADWALL FOR 36' RCA OR CIPP
STONY DRAIN PER DETAIL A, SHEET 13
EA
1 18
ST DRAINPERDETAH EADBLL FORET 34' X 53' RIP OR CIFP
1 PLAN NINO ■ OCOION ■ OON■TRUOTION
74'00 COUNTRY CLUB DRVE RUDE 201
PALM DEBBTT, CALFORIA 92260-414
7603487481 • PAX 760.46.030 • 9Nnlraam
-1- �� - DATE: ri,•r 0P0
Da �..^ R.C.E. 01 213 • HID'. 8-50-2001
E€0104 BY:

VBIDB
DRAIN
MMHE
CHECKED BY:

Ti.

SCALE (AS NOTED) Approved
DATE
OCT 2005

JIB AMBER
20100665
Reviewed BR.

Recorrmonded
for Approval By
Moor** • �• RANI Work
My of Beaumont Public Works Department 550 E. 6TH STREET CA 1222.1
I'N DNNon m.(B51)769-6520 r•F 1)719.6526
The& farielc
Defer SHOO.

Date, %' L''"I'TITLE SHEET • VICINITY MAP • GENERAL NOTES

CITY OF BEAUMONT, CALIFORNIA

STREET IMPROVEMENT PLANS
TRACT'31468-6
PORTIONS OF SEC.35, 7.2 S.. R. 1 W. AND SEC.2

PARDEE CONSTRUCTION
SHEET
1 OF 13 SHEETS

CRAVE NILE
865ST001.DOG

FILE NJ (
E
n
8 z
HI
0 0.
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3 a
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TC x';,.30
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10+40.60 EC
TC 2659.91
FL 2659.41
CENTERLINE_ INTERSECTION`
20+00 81 TOE
SUBDIVISION limo AMARYLLIS RD

BOUNDARY
NOTE

WORK CONTAINED WITHIN THESE PLANS

SHALL NOT COMMENCE UNTIL AN

ENCROACHMENT PERMIT AND/CR A
GRADING PERMIT HAS BEEN ISSUED.

THE PRIVATE ENGINEER SIGNING THESE PLANS IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION. THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

FOR DETERMINING MI ACCEPTABLE SOLUTION AND

REVISING THE PLANS FOR APPROVED BY THE
COUNTY.

AlEaNTWO201626aW60406
INNUNNIRUIDERIQALJ®'OF80111®81 W80OBA

BASIS OF BEARINGS
DESCRIPTION:

BASED ON THE LINE BETWEEN STATIONS
"TRAK' AND "MATH" (POSITIONS PER
NATIONAL GEODETIC SURVEY, NAD83,
EPOCH 1995.5) AS SHOWN ON M.B. 102,
PAGES 50 THROUGH 65 OF RECORDS IN

COUNTY RECORDER'S OFFICE OF

RIVERSIDE COUNTY, CAUFORNIA
BEING: N 52'49'02.84" E

MISTLETOE DRIVE
156 I 155 I 154 I 153
10+22.00
660. -�
TC 2660.Ir
FL 2859.' N�

40.00' 60.00' 60.00 60.00'
I7/ .03 11 1
oa�y M9'NIa_III V(Ri Jai

BENCHMARK CITY OF BEAUMONT
DESCRIPTION: NO. 07.A.82
1-3/8" BRASS CAP MONUMENT MARKED
"CITY B -M. 7". LOCATED AT THE S.E.

CORNER 14TH AND PENNSYLVANIA AVE..
59 FT. SLY AND 22 FT. ELY OF
CENTERLINE INTERSECTION, 2 FT. SLY
OF B.C.R.

ELEV.= 2678.277 (1982)

ENGINEER

DESCRIPTION

REVISIONS
--
CITY

60.00' I 60.W 60.W0 I 60.00' T 67.31'
■ • ■

CONSULTING
PLANNING ■ OESION • CONSTRUCTION
74-130 COUNTRY CLUB WOE SURE 201
PALM DESERT. CALFOMMA 92260"414
760948.7481 • FAX 780348.8315 • NANDIEFme
41:1 : E:111
BATE -1.11-)0
RULE 81213 • EXP. 6-31-2007

DESIGN RE
vs •B
mum 65
INANE

CEDED BY,
TL
SCALE,
(AS NOTES)
DATE
DOT 2005
,MB NITER
20100665
City of Beaumont
DV:weft Mon

LINE / CURVE DATA

BEARING/DELTA

LENGTH '
RADIUS

TANGENT
1 103'54'21"

96.12'

53.00'

67.72'
2 N87'01'42"E

59.56'
-
--
3 N89 27 16'R

67.65'
-
-
4 90'00'00"

39.27'

25.00'

25.00'
5 90'00'00"

39.27'

25.00'

25.00'
6 N89'27'18"1
560.32'
-
-
7 N89 27 18 8
489.00'
-
-
8 90'00'00"

53.41'

34.00'

34.00'
9 N89'27'18"1
851.96'
-
-
10 90'OD'OD'

81.68'

52.00'

52.00'
11 N89'27'18"1
489.00'
-
-
12 03'31'00'

8.75'
110.00'

3.38'
O1 CONSTRUCT 4"AC OVER B'CLASS II AGGREGATE BASE.

CONSTRUCT TYPE A-6 CURB & GUTTER, PER COUNTY
OF RIVERSIDE STD. ND. 200.

CONSTRUCT CROSS GUTTER, PER COUNTY OF
RIVERSIDE STD. N1. 209 9 209A.

PER
CF RIVERSIDE STD. NO. 401(MODI F ED)f d)IltJTY
I

CONSTRUCT CURB RAMP, CASE A, PER COUNTY OF
RIVERSIDE STD. ND. 403.

CONSTRUCT GUTTER OERPRESICN FOR CURB OPENING
CATCH BASIN PER COUNTY OF RIVERSIDE 5TD. NO. 311 (CASE C)

CONSTRUCT STREET NAME SIGN PER COUNTY OF RIVERSIDE
8 SID. NO. 816
Q INSTALL STREET LIGHT PER SEPARATE STREET L16HT PLAN.

CITY OF BEAUMONT, CALIFORNIA

STREET IMPROVEMENT PLANS
TRACT 31468-6

MISTLETOE DRIVE
PORTIONS OF SEC.35, T.2 S., R. 1 M. AND SEC.2

PARDEE CONSTRUCTION
SHEET
2 OF 13sHEETs
DRAM43 NNE:

H: \PDATA\20100665\CADD\LAND\DLV\IMPROVE\STREET\665ST002.DWG MNF 7/11/06 1:35 pm

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WORK CONTAINED WITHIN THESE PLANS

SHALL NOT COMMENCE UNTIL AN

ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.

THE PRIVATE ENGINEER SIGNING THESE PLANS IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER COUNTY

APPROVAL OR DURING CONSTRUCTION, THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

FOR DETERMINING AN ACCEPTABLE SOLUTION AND

REVISING THE PLANS FOR APPROVED BY THE
COUNTY.

DIG T
DIALTOP].P8EE
1(800)227-2600
AE1sLTWoW6d11■DEFI
BfomYo4Dla
IIIMINOLINDIMICBALICITOI1017101MOILOCIOCA
ECR 10100.00
TO 2650.38
F -2649.86-
C 2649.

60.67' 60.87' 60.67' 60 W 65.64'
.n
4 93 92 91 90 89

HOUSTONIA LANE
40 80
SI ,I'111C
BASIS OF BEARINGS:

DESCRIPTION:

BASED ON THE LINE BETWEEN STATIONS
"TRAK" AND "MATH" (POSITIONS PER
NATIONAL GEODETIC SURVEY, NA083,
EPOCH 1995.5) AS SHOWN ON M.B. 102,
PAGES 50 THROUGH 65 OF RECORDS IN

COUNTY RECORDER'S OFFICE OF

RIVERSIDE COUNTY, CALIFORNIA
BEING: N 52'49'02.84" E

BENCHMARK CITY OF BEAUMONT
DESCRIPDOM NO. 07.A.82
1-3/8" BRASS CAP MONUMENT MARKED
"CITY B.M. 7". LOCATED AT THE S.E.

CORNER 14TH AND PENNSYLVANIA AVE.,
59 FT. SLY AND 22 FT. E'LY OF
CENTERUNE INTERSECTION. 2 FT. SLY
OF B.C.R.

ELEV.= 2678.277 (1982)
-
-
-

ENGINEER
REVISIONS aTY

82.00 ECR 10+43.00
TC 2655.53
FL 2655.03
124
A ■ ■ ■

CONSULTING

CENTERLINE INTERSECTION
15186.21 FWSTONIA LN•
10100.00 MINX ST
= STA STREET
FS 2655.23
MR 9+57.00
TC •55.
0 FL 2655.15

92.00 BCR 10+43.00
FL 2655.40
PLANNING ■ OESION ■ CONSTRUCTION
74-160 COUNTRY CLUB DRIVE 8141E 201
PALM DERMIT, CDLLFORMA 62200-404
7602467461 • FAX 7601846.0319 • Ww,YBBFGom
AL 1. iil1.

DATE: 1.1,. C-
R.C.E. 61215 • EXP. 6-36-2007
DESIGN BY:

VB
GECEDBY:

TL
21+62.65 BCR
At6Drlent
CU of Beaumont Public Wake
Oala�Tlo.•6
550 E. 6114 STREET
T. CA 92223
N1(A51)769-6520 • FAX(95T)769.8526

LINE / CURVE DATA
.

BEARING/DELTA
RADIUS
LENGTH

TANGENT
1 N00.32'421
-
764.21'
-
2 NOD'32'42'E
-
177.00'
-
3 A= 90`00'00'

25.00'

39.27'

25.00'
4 NOD 32'42'E
-
144.51
-
5 N00'32'42'E
-
499.20'
-
6 N00'32'42"E
--
177.00'
-
7 N00'32'42'E
--
849.21'
--

CONSTRUCTION NOTES
C. CONSTRUCT 4"AC OVER 8"CLASS II /4GREBATE BASE.
r.7% CONSTRUCT TYPE A-6 CUM & GUTTER, PER COUNTY
OF RIVERSIDE STD. ND. 200.
/TA CONSTRUCT OSTERPER COW? OF
RIVERSIDE 10 N0. 209'k 209A._
kV CONSTRUCT
DF IR VERSIDE STD. NO.D401(MODIFIED)) PiR COUNTY

CONSTRUCT CURB RAMP, CASE A, PER COUNTY OF
RIVERSIDE STD. ND. 403.
rA, CONSTRUCT PER COUNTY OFAR VEiSSI DEPRESSION
FOR
D. ND.
311 ((CSEOPENING CATCH BASIN,
B).

CONSTRICT STREET ME SIGN PER COUNTY OF RIVERSIDE
STD. NO. 816
9O INSTALL STISEI LIGHT PER SEPARATE STISET LIGHT PLAN.

CITY OF BEAUMONT, CALIFORNIA

STREET IMPROVEMENT PLANS
TRACT 31468-6

HOUSTONIA LANE
PORTIONS OF SEC.35, 7.2 S.. R. 1 W. AND SEC.2
FOR:

PARDEE CONSTRUCTION
SHEET
3 of 13 sNEEIS
Du4ING INC
H:\PDATA\20100665\CARD\LAND\DLV\IMPROVE\STREET\665ST003.DWG MNF 7/11/06 1:36 pm

2655
2655
265
16 17
18 10
8 II II g II II
G I ECR 21
l'il)>71/II
� 16+29.

TC 216+29.

FL 2655.41

50.50r
CENTEILIPE INTERSECT[
15+85.21 "• IA LW
10+00.002WDNCE ST 3 j iFS
:T -Z .1 J 53.00
I ie tl TCC 5446.21
III B 2654.62
2554.12
1! II I 11 0 8`L 124
7 Ai 137
NOTE

WORK CONTAINED WITHIN THESE PLANS

SHALL NOT COMMENCE UNTIL AN

ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.

THE PRIVATE ENGINEER SIGNING THESE PLANS IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER COUNTY

APPROVAL OR DURING CONSTRUCTION, THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

FOR DETERMINING AN ACCEPTABLE SOLUTION AND

REVISING THE PLANS FOR APPROVED BY THE
COUNTY.
88 0
11 136
60 00
123
40 GRAPHIC SOALL

1.0 8o
M
12 QUINCE STREET
NI135
132
2' L.51_09_
72'
L=19.36
, 22
WI
K�
120
DIGIT
MALCO LM=
1(800) 2272600
ALTeH kes4R Lq,

UMIEMOCIICHISIMIZAIAMSCIPIOVISMICALECIIMA

BASIS OF BEARINGS
DESCRIPTION:

BASED ON THE LINE BETWEEN STATIONS
"TRAK" AND "MATH" (POSITIONS PER
NATIONAL GEODETIC SURVEY, NAD83,
EPOCH 1995.5) AS SHOWN ON M.B. 102,
PAGES 50 THROUGH 65 OF RECORDS IN

COUNTY RECORDER'S OFFICE OF

RIVERSIDE COUNTY, CALIFORNIA
BEING: N 52'49'02.84" E

BENCHMARK CITY OF BEAUMONT
DESCRIPTION, NO. 07.A.82
1-3/6' BRASS CAP MONUMENT MARKED
"CITY B.M. 7". LOCATED AT THE S.E.

CORNER 14TH AND PENNSYLVANIA AVE.,
59 FT. SLY AND 22 FT. E'er OF
CENTERLINE INTERSECTION, 2 FT. SLY
OF B.C.R.

ELEV.= 2678.277 (1982)
13 160
120 '
,10

6.35'
L=44.51,
119
14 A?
[
_
_

BY I MARK

DESERPTIGN
APPR.

DATE

ENGINEER

REVISIONS
CITY
15 CONSULTING
15 LINE / CURVE DATA
a

BEARING/DELTA
LENGTH
RADIUS

TANGENT
1 NB9'27'18'W
125.72'
-
-
2 04'0922°

73.84'
1018.00'

36.94'
_
3 N85'17'56•W

50.36'
-
-
4 10'23'19`

19.40'
107.00'

9.73'
5 N84'18'45'E

40.91'
-
--
6 76'47'42°

71.04'

53.00'

42.00'
7 N18°53'34.8

40.91'
--
--
8 15'32'03'

30.88'
107.00'

15.55'
9 48'23'24'
268.57'
316.00'
142.88'
10 57'14'48'

33.97'

34.00'

18.58'
11 N85'17'56"6
104.72'
--
--
PLANNING • DESIGN • CONSTRUCTION
74130 CDWBRY CLUB DIVE SUITE 201
PALM DESERT, CALFORNA 92260-494
790346.7461 • FAX 780.6468315 • YeMRTFF.mm
DATE 1•((•oTr
R.E.D. 61213 • EXP. 6-50-2007
06104 BY:

VB/OB
DRAWN BY:

LH/MJF
DEDeD BY:

TL
SCALE
(AS ND1ED)
DATE:

OCT 2005
.D3 NWBD!
20100665

QUINCE STREET

LIPS / CURVE DATA

BEARING/DELTA
LENGTH
RADIUS

TANGENT
12 04.09`22'

71.23'
952.00'

35.63'
13 N89°27'18'W
125.72'
--
14 N89'27'18.6
168.72'
--
--
15 04.09.22'

72.54'
1000. G0'

36.29'
16_
485'17 56'W
133.10'
--
--
17 _
54'07'06"
266.36
282.00-
144.05'
18 N89°3243'8
134.80
--
-
19 489'32 43'8
134.54'
--
--
20 61'29'35'
321.98'
300.00'
178.46'
21 N89'32'43'W
177.80'
--
-
22 491'40 53'W

40.00'

25.00'

25.74'
23 I490'00'DO'W

39.27 25.00'

25.00 Reviewed 6Y• _. ,. �: I Data7/9f1O4
Dais $lee -
oar $.1C7 -e 4
Recommondscl
lor Approval By:

Approved
City of Beelmout Public Wake
B19he6r61p Mean
Welk
550 E. 5111 STREET
BVARIT, CA 92223
TEL(951)769-8520 • FAx(951)769.8529
LT
CL
07; 265.5 RT
19 DE INTFRSECTI9N
19` .17 WINE ST-
42+90FS0112 S LAV13DER LANE
.82

SUBDIVISION

BOUNDARY

CONSTRUCTION NOTES
O1 CON5IRUCT 4'AC OVER 8'CLASS II AGCIIEGATE BASE.

CO'STRUCT TYPE A-8 CURB k GUTTER, PER CCUNRY
2sdi OF RIVERSIDE STD. NO. 200.

C T STD. NsurnERD a ERCOUJTY OF
A.

O OF RIVERSIDE STCONSTRUCT D. NO. 401(MODIFIED)WIDTH PER ) PER COUNTY • CONSTRICT CUB RAM'. CASE A, PER COUNTY OF
RIVERSIDE STD. NO. 403.
• CONSTRUCT SlI5U.I NAME SIGN PER COUNTY OF RIVERSIDE
• STD. NO. 816
O9 INSTALL SIIatI LIGHT PER SEPARATE SIIQ,EI LIGHT PLAN.

CITY OF BEAUMONT, CALIFORNIA

STREET IMPROVEMENT PLANS
TRACT 31468-6

QUINCE STREET
PORTIONS OF 5EC.35, T.2 S., R. 1 W. MD SEC.2
SHEET
4 or 13 SHEETS

CRAM NAVE
PARDEE CONSTRUCTION FI LE "°I52�
H:\PDATA\20100665\CADD\LAND\DLV\IMPROVE\STREET\665ST004.DWG MNF 7/11/06 1:36 pm

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11.1.1r... :: : ..MAMMA! �..:.�:maim

NEFINEEN EMANNEEENV
PROFIT E SCM c•
HORIZ 1' = 40'
VERT: 1' • 4'
NOTE

WORK CONTAINED WITHIN THESE PLANS

SHALL NOT COMMENCE UNTIL AN

ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.

THE PRNATE ENGINEER SIGNING THESE PUNS IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN 7HE

EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION. THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

FOR DETERLIINING AN ACCEPTABLE SOLURON AND

REVISING THE PLANS FOR APPROVED BY THE
COUNTY.

DIG T

TIALIWLPRIG
1(800) 227-0b00
Atla YW De.

Baas I.

M91.M®NMII OPIGUI9®t WPmMA
40 0 40 60 1
17lAPHIC SCALE
BASIS OF BEARINGS:

DESCRIPTION:

BASED ON THE UNE BETWEEN STATIONS
'TRAK' AND 'MATH' (POSITIONS PER
NATIONAL GEODETIC SURVEY, NAD83,
EPOCH 1995.5) AS SHOWN ON M.B. 102.

PAGES 50 THROUGH 65 OF RECORDS IN

COUNTY RECORDER'S OFFICE OF

RIVERSIDE COUNTY, CALIFORNIA
BEING: N 52'49'02.64" E

BENCHMARK CITY OF BEAUMONT
DESCRIPTION NO. 07. A.82
1-3/8' BRASS CAP MONUMENT MARKED
"CITY B.M. 7". LOCATED AT THE S.E.

CORNER 14TH AND PENNSYLVANIA AVE.,
59 FT. SLY AND 22 FT. ELY OF
CENTERUNE INTERSECTION, 2 FT. SLY
OF B.C.R.

ELEV.= 2678.277 (1982)

SHAMROCK WAY
YY
YY
EME1==
NENNI
ENm DESQFIPnax mEM

ENGINEER

REVISIONS
■ • •

CONSULTING
L-TS_93'
1_48.78
21+08.52 ECU'
X2649.35
FL 2648.65

CENTERLINE DATA

BEARING/DELTA
RADIUS
.LENGTH

TANGENT
1 N89'12'23'E

68.42'
-
2 B8'39'41'

25.00'

38.69'

24.42'
3 91'20'19'

25.00 39.85

25.59'
4 NB9 12'23'E
146.96'
-
5 95'14'54'

25.00'
I 41.56

27.40'
6 105'19'54'

25.00'
' 45.96'

32.78'
7 06'05'20'
282.00
' 29.97"

15.00'
B
_32'54'55'
318.00
182.68-

93.94'
9 N89'32'43'W
-
' 272.29'
-
10 N89'32'43'W
-
169.00
-
PLANNING • DESIGN ■ CONSTRDCTIDN
74-190 COUNTRY CLUB DRIVE 8.111E 201
PALM DE SSIT, CALS-0RNA 92260-4114
760,946.7481 • FAX 7602462315 • MMMABRccm
DESIGN BY:

VB D8

ORANNW/
IF
04101:0 9Y:

IL
SCALE:
(•AS NOTED)
DATE
OCT 2005

UOB NURER
20100665

84.00'
21+08.52 BIN
TC 2849.35
FL 2648.85

SUBDIVISION

BOUNDARY

LINE / CURVE DATA
,yFi,I

BEARING/DELTA
RADIUS
LENGTH

TANGENT
11 90'00'00'

25.00'

39.27'

25.00'
12 90'00'00'

25.00'

39.27 25.56'
13 32'54'55'
282.001
162.00"83.31'
14 31'40'01'
318.00'1
175.76'

90.19'
15 109'12'23'E
_ -
344.97'
--
16 N89'12'23'E
-
394.12-
--
17 31'40'01'
300.00
165.81'

85.08'
18 32'54'55'
300.00'
172.34'

68.62'
19 N89'32'43'11
-
315.06'
--
550 E. 6TH SIRFET
92223
113.051)769-6520.•F 1)77669

CONSTRUCTION NOTES
0 CONSTRUCT 4'AC OVER BYLAWS II AGGREGATE BASE.

CONSTRUCT TYPE A-6 qi® t GUTTER, PER COUNTY
OF RIVERSIDE STD. NA. 200.
ro CONSTRUCT CROSS GUTTER. PER COUNTY OF
RIVERSIDE STD. MI. 209 t 209A.
(7.., CONSTRUCT SIDEVINNIORH PER PER
OF RIVERSIDE STD. NO 401(MODE IFIF PLAN),
COA4TY
0 mama= CURB RAMP, CASE A, PER COUNTY OF
RIVERSIDE STD. NO. 403.

CONSTRUCT GUTTER OFPRESSIEN FOR OM ING CATCH BASIN,

Q WINING
PER COUNTY OF RIVERSIDE STD. ND. 311 (CASE B).

COSIIBC NE T STREET N SIGN PER COUNTY OF RIVERSIDE
® STD. NO. 816
0 INSTALL STREET LIGHT PER SEPARATE STREET LIMA' R.AN.

CITY OF BEAUMONT, CALIFORNIA

STREET IMPROVEMENT PLANS
TRACT 31468-6

SHAMROCK WAY
PORTIONS OF SEC.35, 7.2 S., R. 1 W. AND SEC.2

PARDEE CONSTRUCTION
SHEET
5 OF .3 SHEETS
ITUMDA 911@
FILE 10449
H: \PDATA\20100665\CADD\LAND\DLV\IMPROVE\STREET\665ST005.DWG MNF 7/11/06 1:37 pm

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18 it nhEI:I1 ;l t _'.Ia:.5d-1L1ir■E■■■ �r C::•II••:•''I�'■■IRIE:11U•000•••••I :�3 i� jimunisisnmapjai : . ■ �� �.a�� _�:. Nlii , � ■■■■■■IiG + U . > � RT'S1EF ■ k�■Y■■.■■■;i�■■■ ail ■■■Y ■■■■■0■ 11 N■■■'< ■ f ;J ■ t' ■■■�'■■1!...■ ■.■I�••u•C1 =�mm.■11i 11: a 1 ■ 1�� 11 ��:1....11■■ •.I �: Ir e.--��.d■■■■■■w■■ ■:9■■■■■■11■■■■■■■■" 1:111■I: � I �!'I 11 1■■Il'�L � ,�.. ■■■11■Y■■�'••••• �'�� ■■Y•■■■■■V■■■■•■■■■■■■■■■Y■R�gIw�I �,W■i.d■■r■i��i ■■■::1� ■.■.■■Y■■Y■■ ■■ ..■III Idle■ _II i I■■■■Iii"1 IIIIII■'19:C9■ ■■■■■■■ ■■■■■■•■■1■...■■■■■■■■■■ ■■■■■■■■ �� ■■■ 9■•■•■■Y■■ ■■1■ ■:■1•■i'Y'■■.'■••••■Y■■11■■■■CI'�Illll■..•■.:�E� 111119 ■■Y■■■•.4 : Y■ Y■■ :■■■■■'■�'■■■.:

A mm . ••■••. 11•■Y■••. • ■••■..■11. ■.:CE �� 111111E 1191:::: MiCtdipirliii ��. 1 11:0.0900■ 11■■ ■■■■■■•■■■■■■11■■■■.■■ ■■■■■Y■mia ..a■ ■Y■■■■■■■■■■■ III��■■■■9:■■■ . ■■■■■11■■■■■ ■ I■■■■••■ ■■9■■Y■■.■■=EMM•••. ■■Y•••■■■••■•■E6•••••■■■■.1■■••■111111.:::00:111•■•.••■•••:91•■■•••••••0.•Y■■Y■Y•■•■•III.•■■• ■■■ ■■N■■ 20 21
DRAINAGE \
LOT \
74 \
10400.00 PERIWINKLE
20400.00 MANDRAKE WY
73 i//7
NOTE

WORK CONTAINED WITHIN THESE PLANS

SHALL NOT COMMENCE UNTIL AN

ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.

THE PRIVATE ENGINEER 51GNING THESE PLANS IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABIUTY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER COUNTY

APPROVAL OR DURING CONSTRUCTION, THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

FOR DETERMINING AN ACCEPTABLE SOLUTION AND

REVISING THE PLANS FOR APPROVED BY THE
COUNTY.

SHEET

PERIWINKLE LANE
I I4
FS 2540-'•

LINE / CURVE DATA
Fi,

BEARING/DELTA
RADIUS
LENGTH

TANGENT
1 AN 10'23'19'
107.00'

19.40'

9.73'
2 N 80'24'18' W
--

40.91'
-
3 AP 86'46'10'

53.00'

80.26'

50.09'
4 NO2'42'12"W
-
156.72'
-
5 ' AN 05'08'25'
1018.00'

91.33'

45.70'
6 NO2'26'13"E
-
152.07'
--
7 Aa 10'23'19'
107.00'

19.40'

9.73'
8 N)7'57'06'W
--

40.91'
-
9 AN 107'32'49'

53.00'

99.48'

72.34'
10 AP 86'46'10'

34.00'

51.49'

32.14'
11 NO2'26'13'E
--
195.64'
--

BASS OF BEARINGS
DESCRIPTION:

BASED ON THE UNE BETWEEN STATIONS
'TRAK' AND "MATH" (POSITIONS PER
NATIONAL GEODETIC SURVEY, NAD83,
EPOCH 1995.5) AS SHOWN ON M.B. 102,
PAGES 50 THROUGH 65 OF RECORDS IN

COUNTY RECORDER'S OFFICE OF

RIVERSIDE COUNTY, CAUFORNIA
BEING: N 52'49'02.84" E

BENCHMARK CITY OF BEAUMONT
DESCRIPTION. NO. 07.A.82
1-3/8" BRASS CAP MONUMENT MARKED
'CITY B.M. 7". LOCATED AT THE S.E.

CORNER 14TH AND PENNSYLVANIA AVE.,
59 FT. SLY AND 22 FT. ELY OF
CENTERUNE INTERSECTION, 2 FT. S'LY
OF B.C.R.

ELEV.= 2678.277 (1982)
ENDNEO

74.64'
65 64 2419Te �4 " meAT
FL 2845.75

LINE / CURVE DATA
'a

BEARING/DELTA
RADIUS
LENGTH

TANGENT
12 AP 05'08'25'
982.00'

88.10'

44.08'
13 NO2'42'12"W
-
200.47'
--
14 NOT USED
-
-
--
15 NOT USED
-
-
-
16 002'42'12"W
--
249.28'
-
17 6= 05'08'25'
1000.00'

89.71'

44.89'-
16 NO2'26"13'E
--
244.79'
--
19 A= 75'16'03

34.00 44.66-

26.22 20
AF 05'24'27'
982.00'

92.68'

46.37'
21 NOO'27'17'E
-
118.74'
--
22 A= 90'00'00"

25.00'

39.27-

25.00-

DESCRIPTIGN

REVISIONS
MINN
m®
OTT

PLANNING

20.33.19 EC
fC 264�W
FL 2645.50
87 20+73.43 8C
' 3
FL 2645.63
20492.72 EC
TC 2646.47
FL 2645.97
• 088100 ■ CON•TRUCTIDN
■ . _. . 74 -DD COUNTRY CLLR DHVE BUIIE 201
PALM 069807, CALFCRIA 92260-4114
CONSULTING 760246.7481 • FAA 760846.8045 • •w•ABF.c4m
DATE 1I -D#
'.CE. 61213 • EXP. 8-30-2007
kTsti /NI
SC
TC 2648.56
FL 4848.06

LIFE / CURVE DATA

BEARING/DELTA
RADIUS
LENGTH

TANGENT
23 A, 90'00'00'

25.00'

39.27'
25 DC'
24 1400'27'17'E
--
118.74'
--
25 ts= 04'13'35'
1018.00'

75.09 37.56'
26 CP 09'24'19'
107.00'

17.56'

8.80'
27 N04'43'26'W
--

40.91'
--
28 AP 96'14'33'

53.00 89.03'
5A 11'
29 N88'28'54"W
--

40.91'
-
30 A= 05'24'27'
1000.00'

94.38'

47.22'
31 NOO'27'17`E
-
161.74'
-
32 N05'51'44'E
-

65.70'
-
33 A= 10'23'19'
107.00'

19.40'

9.73'
34 AN 75'16'03"

53.00'

69.62'

40.87-
Approved A4Do$m4
City of Beaumont Public Wake
B RF
Re
53 X1.63'
55 84'

PARDEE CONSTRUCTION
01 CONSTRUCT 4"AC OVER 6"CLASS II AGGREGATE BASE.

O CFNSTTRRUCCTiTYPEETDA-6 CV, B GUTTER, PER COUNTY
OF RIVERSIDE STD. hO. 401(MODI F ED) COASTRUCT SIDENALK(WIDel PER FLAN), PER couvrY
I li I
CC S1RIET STREET NNE SIGN PER COUNTY OF RIVERSIDE
8 STD. NO. 816
® INSTALL STREET LIGHT PER SEPARATE STREET LIAR PLAN.

CITY OF BEAUMONT, CALIFORNIA

STREET IMPROVEMENT PLANS
TRACT 31468-6
Daft ,Iu PERIWINKLE LANE & HAWTHORNE LANE
PORTIONS OF SEC.35, 7.2 S., R. 1 W. AND SEC.2
6 OF 13 SHEETS
ERRING 041E
H: \PDATA\20100665\CADO\LAND\DLV\IMPROVE\STREET\665ST006.DWG MNF 7/11/06 1:38 pm

26 264
264
PROFILE CAI F.
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II
I;�I� ■. ■■•E■�■ ■■n■I1111i.■■■■:■ii11I1I111111III■E■'1:� : I■■■:'11■■..■.■■��■■■ i l■CImmilliiIIIIIIII1 ■::'"'i"1■■■■ llm .....■■...1111■.11.11■ 1111■....11 ■ ■1■IN■■.■■■■■■■■■■i 11■■■1■ ■Iii■1■■ ■ WIMP I � J
10 11

POLYANTHUS LANE
" oil 1 ii ii %i
II iI Y I li ..v4� 38
36 II II I }N 1. 22+04.2.

Eat
TC 2641.48 II I{X 2641 13117) FL 2640.9j3
P INTERSECTION 71 II
22447.20 MA) ORN E WAY I I I
ll 10+00.00 POLYANTHUS LANEIl 1
FS 2641.58
34 NOTE
WORK CONTAINED 3611 -RN THESE PLANS

SHALL NOT COMMENCE UNTIL AN

ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.

THE PRIVATE ENGINEER SIGNING THESE PLANS IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABIUN OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER COUNTY

APPROVAL OR DURING CONSTRUCTION, THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

FOR DETERMINING AN ACCEPTABLE SOLUTION AND

REVISING THE PLANS FOR APPROVED BY THE
COUNTY.

DIG ' T
DW.TOILASBB
1(800)M-2600
M eP, ar Doe
me:mmelommememmemmeimmimmeim
40 0 40 80 120

GRAPHIC SCALE
BASIS OF BEARINGS:

DESCRIPCON:

BASED ON THE LINE BETWEEN STATIONS
"TRAK" AND "MATH" (POSITIONS PER
NATIONAL GEODETIC SURVEY, NAD83,
EPOCH 1995.5) AS SHOWN ON M.B. 102,
PAGES 50 THROUGH 65 OF RECORDS IN

COUNTY RECORDER'S OFFICE OF

RIVERSIDE COUNTY, CALIFORNIA
BEING: N 5T49'02.84" E
12 BENCHMARK CITY OF BEAUMONT
DESCRIPTION: NO. 07.A.82
1-3/8" BRASS CAP MONUMENT MARKED
"CITY B.M. 7". LOCATED AT THE S.E.

CORNER 14TH AND PENNSYLVANIA AVE.,
59 FT. SLY AND 22 FT. ELY OF
CENTERLINE INTERSECTION, 2 FT. SLY
OF B.C.R.

ELEV.= 2678.277 (1982)
13 BY
MARK

DESCRIPTION
APPR.

BATE

ENGINEER

REVISIONS
OTY J
42 12+86.13 BC
TC 2643.32
FL 2642.82
12+45.89 EC
FL X2.81
12+46.60 BC
TC`24.52
FL 26422.52

CONSULTING
N
13 14
Ez!Ii
P11! N
45 �' i<-
L=7.:
4D 91'
ti° 14
11+59,92 BCR
FL 2642.77
L=10.93'

49.09'

62.07 13
15 LAURENTINE WAY
47 bi

52.75 L=9.25'
12 z

CENTERLINE DATA
is

BEARING/DELTA
RADIUS
LENGTH

TANGENT
1 N00'55'23'E
--
183.60
--
2 N00'55 -23'E
-
319.55'
-
3 MO. -55'23'E
--
226.92
--
4 10'23'19'
107.00'

19.40'

9.73"
5 N09'27'56'W
--

40.91'
-
6 106'06'44'

53.00'
100.01'

73.10'
7 N31'21'I3 8
--

40.91'
--
B
N88'15'28'E
115.93'
-
9 0707'41
982.00
122.17
' 61.16'
R.Is
AA
48 L=58.75'
11 AA
}
16 1 0
gym-
t
49 50

3.37'
L'62.55'
L=57
51 3.71'
10 17
(:) C8 TRUCT 4"AC OVER B•CLISS II AGGREGATE BASE.

CONSTRUCT TYPE A -B CURB k GUTTER, PER COUNTY
OF RIVERSIDE STD. NO. 200.
orRTR DE

UCTTISI ENALKO PER

PUN)), PER COUNTY
40 0 40
GRAPf-11C SCALE

CENTERLINE DATA
Iris

BEARING/DELTA
RADIUS
LENGTH

TANGENT
10 N81'07'47"E
--
136.77'
--
11 87'20'05

34.00'

51.83'

32.45 12
N88.15'28"E
--
159.25'
-
13 07'07-41'
1018.00
126.65'

63.41'
14 N81'07'47'E
-

88.50'
-
15 87'20 05'

52.00'

79.26'

49.64'
16 NOO'55-23'E
-

92.95'
-
17 N88'15'28'E
--
208.88'
-
18 07'07'41'
1000.00'
124.41

62.28'
19 N81'07'47'E
--
136.77'
-
18 \

CONSTRUCTION NOTES
LT
5 CL
8 O0STRIICT STREET NAIE SIGN PER COUNTY OF RIVERSIDE
STD. NO. 816
O9 INSTALL STREET LIGHT PER SEPARATE STREET LIGHT RAN.

RT
PLANNING • DEMON ■ CONSTRUCTION
74-130 COUNTRY CLUB 01NE BUM 201
PALM DESERT. CALFORMA 82280-4114
780.3487481 • FAX 7803488315 • 6/46.FIBP.026
DATE: .1.1t -0(e
Pig g p HT o- R.OK. 61213 • O. 6-30-2007
OE51 VB QI
ORATN
DEDOD BY:

TL
SCALE:

DATE
OCT 2005

DB MISER
20100865
Reviewed By.

Reconmended
for Approval By
Approved
Dabs l , J
Date: 61,r�41 %
Datca
Pablo NECk
qry of Beaumont IPublic Works Department 550 E. 6111 STREET BEAMOVT. CA 92223
EfIQPIeeWTg OM9011 1EL(951)709-8520 s FAX(951)769.8526

CITY OF BEAUMONT, CALIFORNIA

STREET IMPROVEMENT PLANS
TRACT 31468-6

POLYANTHUS LANE & LAURENTINE WAY
PORTIONS OF 9E0.35. 7.2 S.. R. 1 W. AM SEC.2

PARDEE CONSTRUCTION
7/11/06 1:39 pm
a
SHEET Y.
7 OF 13 SHEETS
a
i
FILE 83626
TRAe11D Nn1E

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VERT: 1" = 4'
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.5 INTERSECTION
20HT0.00 PERIWINO.E ST=
10400.00 WOKE WAY
NOTE

WORK CON TAINED WITHIN THESE PLANS

SHALL NOT COMMENCE UNTIL AN

ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.

THE PRIVATE ENGINEER SIGNING THESE PLANS IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION. THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

FOR DETERMINING AN ACCEPTABLE SOLUTION AND

REVISING THE PLANS FOR APPROVED BY THE
COUNTY.

DIGGA,�RT,
DIALTOLLFR88
1(800) 2272600
Atuon.w timoRs
N�PYooDIW
U�01W1m�YN8N8f'CP600117CAUSOI M
BASS OF BEARINGS:

OESCRIPRON:

BASED ON THE UNE BETWEEN STATIONS
"TRAK" AND "MATH" (POSITIONS PER
NATIONAL GEODETIC SURVEY, NAD83.

EPOCH 1995.5) AS SHOWN ON M.B. 102.

PAGES 50 THROUGH 65 OF RECORDS IN
COUNTY RECORDER'S OFFlCE OF

RIVERSIDE COUNTY, CALIFORNIA
BEING: N 52'49'02.84" E

BENCHMARK CITY OF BEAUMONT
DESCRIPTION: NO. 07.A.82
1-3/8" BRASS CAP MONUMENT MARKED
"CITY B.M. 7'. LOCATED AT THE S.E.

CORNER 14TH AND PENNSYLVANIA AVE.,
59 FT. SLY AND 22 FT. ELY OF
CENTERLINE INTERSECTION, 2 FT. SLY
OF B.C.R.

ELEV.= 2678.277 (1952)

ENDNEER

REVISIONS

MANDRAKE WAY
L�57.92
IMF

CONSULTING
OTT
=uNNMO
1 61.00'
29 l 28

10. LINE / CURVE DATA

BEARING/DELTA
LENGTH
RADIUS

TANGENT
1 N 02'42'12"-W

50.13'
--
--
2 10'23'19-

19.40'
107.00'

9.73'
3 N 07'41'07' E

40.91'
--
--
4 107'09'04'

99.12'

53.00'

71.82'
5 N 80'32'04- E

40.91'
--
--
B
10'23'19'

19.40'
107.00'

9.73'
7 N 89'04'37' W
212.22'
-
--
B
15'34'22'
140.79'
518.00'

70.83'
9 88'54'45'

38.80'

25.00'

24.53'
10 90'00'00'

39.27'

25.00'

25.00'
11 N 74'15'46' E

34.89'
-
--
12 11'22'36'

95.71'
482.00'

48.01'
13 N 85'38'22' E
211.40'
--
-
14 209'39'31'
146.37'

40.00'
--
15 N 55'58'51- E

50.00'
-
--
16 29'39'31-

55.39'
107.00'

28.33'
17 N 85'38'22" E

95.21'
-
--
N ONSIUN • CONSTRUCTION
74130 COUNTRY CLUB DRIVE SITE 201
PALM DEISM, CALFON'U 92260-4M
7602467481 • FAX 7602489315 • RImABF.com
CEMENT:

VS DB
111-1/11f-
11148

CHECKED
55 TL
SCALE
(A5 NOIEO)
DATE
OCT 2005
JOB NB8R
20100865

LINE / CURVE DATA

BEARING/DELTA
LENGTH
RADIUS

TANGENT
18 11'22'36'
102.85'
518.00'

51.60'
19 N 74'15'46" E
110.59'
-
--
20 12'22'46'
104.14'
482.00'

52.27'
21 N 89'04'37' W

14.58'
-
--
22 90'00'00"

39.27'

25.00'

25.00'-
23 90'00'00'

39.27'

25.00'

25.00'
24 N 89'04'37' W
128.39'
-
--
25 86.22'25'
51-26'

34.00'

31.91'
26 N 02'42'12' W

93.88'
-
--
27 86'22'25'

78.39'

52.00'

48.81'
28 N 89'04'37' W
304.78'
-
--
29 16'39'37°
145.39'
500.00'

73.21'-
30 N74.15'46.'0
110.59'
-
--
31 11'22'36'

99.28'
500.00'

49.80'
32 N 85'38'22" E
211.40'
-
--
33 29'39'26'

86.93'
167.93'

44.46'
34 N 04'21'38' W

22.00'
-
-
550 E. BM SKEET
_.._.-. EEALIIBIF, CA 92223
10(951)769-8520 t FAX(951)789.6526
28+71.43
RADIUS PT.

FS 2644.03
- SUBDIVISI01

BOUNDARY

CONSTRUCTION NOTES
( CONSTRUCT 4"AC OVER 8'CLASS II ABNEGATE BASE.

CONSTRUCT TYPE A-6 CURB 6 SUTTER, PER CIJI4TY
OF RIVERSIDE SID. N0. 200.

Al C CONSTRUCT

CT CROSS
STD GLD. 1ER k EPER

COUNTY CF
OFRIVERSIDE A.
°STD.. NO °401((MODI IF PLAN), PER COlI4fY
CO$I1RICT CLRB RAMP, CASE A, PER COLNTY OF
RIVERSIDE STD. KO. 403.
w PER COUNTY OCONSTRUCT F RIVERSIDE 51) NO.3111((CASE C)) OPENING CATCH BASIN

COSTRUCT STREET NAME SIGN PER COUNTY OF RIVERSIDE
STD. NO. 816
QB INSTALL STREET LIGHT PER SEPARATE STREET LIGHT PLAN.

CITY OF BEAUMONT, CALIFORNIA

STREET IMPROVEMENT PLANS
TRACT 31468-6

MANDRAKE WAY
PORTIONS OF 5E0.35, T.2 S.. R. 1 N. AND SEC.2

PARDEE CONSTRUCTION
SHEET
8 OF 13 SHEETS

CRAVING NNE
H: \PDATA\20100665\CADD\LAND\DLV\IMPROVE\STREET\665ST008.DWG MNF 7/11/06 1:39 pm I

2 2
f I I I I pI7N)FILE SCALE:
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10 96
CENTERLINE INTERSECTION yI V,
24+76.00 SWAM WAY= IL
10+00.00 SYRINGA COURT
FS 2648.45 -""_;� '\R.
56 \\\\?% \
.79
NOTE

WORK CONTAINED WITHIN THESE PLANS

SHALL NOT COMMENCE UNTIL AN

ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.

THE PRNAIE ENGINEER SIGNING THESE PLANS IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES MUSING AFTER COUNTY

APPROVAL OR DURING CONSTRUCTION, THE

PRNATE ENGINEER SHALL BE RESPONSIBLE FOR

FOR DETERMINING AN ACCEPTABLE SOLUTION AND

REVISING THE PLANS FOR APPROVED BY THE
COUNTY.
11 12

SYRINGA COURT
h24:
f
N R e
97 98
B
25+28.04 SCR
TC 2548,74
FL 2648.24
rSCALE: 1"-40
40 0 40 80 120

GRAPHIC SCALE
EaqR
mA
seals
EM'S
DIG T
DTAL1[VLPREB
1(800) 227-2600
AIL Bt YWau Dq.wasmommmwAumaNKAnsmwmm

BASIS OF BEARINGS
DESCRIPTION:

BASED ON THE UNE BETWEEN STATIONS
"TRAK" AND 'MATH" (POSITIONS PER
NATIONAL GEODETIC SURVEY, NAD83,
EPOCH 1995.5) AS SHOWN ON M.B. 102,
PAGES 50 THROUGH 65 OF RECORDS IN

COUNTY RECORDER'S OFFICE OF

RIVERSIDE COUNTY, CALIFORNIA
BEING: N 52'49'02.84" E

BENCHMARK CITY OF BEAUMONT
OECIUPTION: NO. 07.A.82
1-3/8" BRASS CAP MONUMENT MARKED
-CITY S.M. 7". LOCATED AT THE S.E.

CORNER 14TH AND PENNSYLVANIA AVE.,
59 FT. SLY AND 22 FT. ELY OF
CENTERLINE INTERSECTION, 2 FT. SLY
OF B.C.R.

ELEV.= 2678.277 (1982)
13 100
L-
103
101
12+97.48 22.00' LT
ROD P
ES 2651.8OINT 2
102
BY
MARK

DESCRIPTION
APPR.

DATE

ENGINEER

REVISIONS
CITY
■ ■ ■

CONSULTING
10 11

CARNATION LANE
Pi T W
sal, 31
v" Str_> sss
19 , „ s s
,41
II II ,I II II t age
II II 01-
15 II II 'RI

CENIEALIPE INTERSECTION II I''
11+89.47 MMCRAKE WAY= A•
FS 1040039.97 OD CARJATION LANE II II I
26 17 I
16 II
.53
03 I ti ll 6 s psis 32 ko'
II II
41 40 D 40 60 120
PLANNINO ■ nee1ON ■ CONSTRUCTION
74 -DO COUNTRY CLUB 06646 SUITE 201
PALM DESERT CALFCFNA 42200.4114
700240.7401 • FAX 700.348.8015 • ewnABFFom

DAZE: 'I •
ROE. 61213 " EXP. 6-50-2007

GRAPHIC SCALE
OESIGN BY:

VB/OB
CRAIN BY:

MEWED BY:

IL
SCALE:
(AS NDTED)
DATE
OCT 2005
&SHAM
20100665
Reviewed By:

Reconrrended
for ApplovalBy
Approved
12 Moorla4{ •• Pbb Wak
City Of BBBunan; Public Works
ftwerftmwor
550 E. MIN STREET
BEAM/if, G 02223
IEL(951)7H96552 A FAX(951)769.8526

LINE / CURVE DATA
®

BEARING/DELTA
RADIUS
LENGTH

TANGENT
1 e
A= 11.35'06•
332.00'

67.13'

33.68'
2 NDO'32'42 EE
-

37.58'
--
3 A= 29.39'31'
107.00'

55.39'

28.33'
4 N30.12' 13"E_,
-

50.00'
--
5 e= 209'3931'

40.00'
146.37'
--
6 600'32'42"E
-
153.77'
--
7 e= 12 49'37'
368.00'

82.39'

41.37'
8 A= 16.58'39"
350.00
103.71'

52.24'
9 600'32'42'E
-
153.77'
-
10 A= 06"59'37"
543.00'

66.28'

33.18'
11 N15"44'14'6
-

32.01'
-
12 615'44'14'6
-

32.11-
-
13 A 06'59'37'
507.00'

61.88'

30.98'
14 N15.44'14"W
-

75.01'
-
15 A= 06'59'37'
525.00

64.06'

32.08'
16 : A= 29'39'20'
167.93'

86.92 44.46'
17 N 89 27'18' W
--

22.00'
--

CONSTRUCTION NOTES
(3) CONSTRUCT 4 -AC OVER 8'CLASS II AGGREGATE BASE.
mow TYPE A-6 0IIRe ! GUTTER, PER COUNTY
OF RIVQSIDE STD. N0. 200.

CONSTRUCT SIDEWALK(WIDTH PER cowry
PER Co Y
® OF RIVERSIDE STD. N0. 401(IIODIFIED).

COASTRUCT S11Qt1 NNE SIGN PER COUNTY OF RIVERSIDE
© STD. NO. 816
O INSTALL STREET LIGR PER SEPARATE SKEET LIGhi PLAN.

CITY OF BEAUMONT, CALIFORNIA

STREET IMPROVEMENT PLANS
TRACT 31468-6

SYRINGA COURT & CARNATION LANE
PORTIONS OF SEC.35, 1.2 S., R. 1 W. AN) SEC.2
FOR:

PARDEE CONSTRUCTION
SHEET
9 OF 13 SHEETS

DRAWING WE
a
0 of
0 10
a
TO
a
a2
ia
'C
t0
0 a
-rFILE 1,52, _

1 10
11 10
r0
T
32 49
C.B.No.9
W=21'
TC 2660.20
TC 66'.08
4D 266
TC 2680.05
66',55

CATCH BASIN DETAIL

AMARYLLIS ROAD

NOT TO SCALE
NOTE;

WORK CONTAINED WITHIN THESE PLANS

SHALL NOT COMMENCE UNTIL AN

ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.

THE PRNATE ENGINEER SIGNING THESE PLANS IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER COUNTY

APPROVAL OR DURING CONSTRUCTION, THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

FOR DETERMINING AN ACCEPTABLE SOLUTION AND

REVISING THE PLANS FOR APPROVED EN THE
COUNTY.
2650
EXISTING CHANNEL' 46.46=
STORE( DRAIN M[SiLE ICE
1 10+00.00
IY
40 40

GRAPHIC SCALE
80 10
_SAW MX
c04SF0A7 36' RCP
11 C 9 ' t
NN
Ch
=mu
RCP
J
L
i 5^0:029
59 46
12 13
_
21 =-4.52 fp6
MAI
8a.a2.' 6.2i
1 FCP coo
V •, ILL -
(�+oD+24 3 c V a 3 ip6_fi
AT!RAL B 1
F��1 FAi�
RI['r 24' RCP
TSINF
la3T.3 cfFa-✓434.aps
ATERA1 1

PROFILE SCALE
HERTZ 1' = 40'
VERT: 1 • = 4'
-r

PROPOSE,

AMARYLLIS ROAD & MISTLETOE DRIVE
MAINLINE ,0

DRAINAGE -SOT
154
0 0
s
159
N
0 m fib
PROPOSED 8" DIP
'~ v ~•'
�s� Ms WATER MAINss�s
R8 �5S88r�8
158
157
11 m
>m
--m
•
lle(v
4- AND SERVICE TYP

DTALTOILP EB
1(800)2272600
AL 9Y Do•
Hr103ALIMPCSE0G1112aNCAU SIDA
BASIS OF BEARINGS:

DESCPoPROM

BASED ON THE UNE BETWEEN STATIONS
"TRAK" AND 'MATH' (POSITIONS PER
NATIONAL GEODETIC SURVEY, NAD83,
EPOCH 1995.5) AS SHOWN ON M.B. 102,
PAGES 50 THROUGH 65 OF RECORDS IN

COUNTY RECORDER'S OFFICE OF

RIVERSIDE COUNTY, CALIFORNIA
BEING: N 52'49'02.84" E

BENCHMARK CITY OF BEAUMONT
DESCRIPTION: NO. 07.A.52
1-3/8' BRASS CAP MONUMENT MARKED
'CITY B.M. 7'. LOCATED AT THE S.E.

CORNER 141H AND PENNSYLVANIA AVE.,
59 FT. S'LY AND 22 FT. E'LY OF
CENTERLINE INTERSECTION, 2 FT. S'LY
OF B.C.R.

ELEV.= 2678.277 (1962)
BY
MARK
DESIRR000
APPR.

ENGINEER

REVISIONS
DATE
Ott

CONSULTING
156
138
STORM DRAIN DATA TABLE (RCP OR CiPP)
®

BEARING/DELTA
RADIUS
LENGTH
SIZE
2 45'32'42'

45.00'

34.04'
36'
3 N 89'27'18' W
--

84.53'
36"
4 32'05'09"

90.00'

50.40',
36"
5 N 58'27'34" E
--

10.36 36"
6 18'39'26'

90.00'

29.31'
36'-
7 13'25 42'

90.00'

21.09'
36"
8 N 89'27-18' W
--

46.07 36'
9 N 00'32'42" E
--

61.46'
24"
10 N 30'12'15' E
--

25.32'
30"
11 N 28'58'00' W
--
' 16.29'
24'

CONSTRUCTION NOTES
f0 CONSTRUCT 24' RCP (Di0A0 PER PLAN)
O C0167161m' 30' RCP (D -LOAD PER PLAN)
12 CONSTRUCT 36' RCP (0 -LOAD PER PLAN)
ARk CONSTRUCT JUNCTION S1RUC URE NO. 2 PM
RCFC ! WCD PER STD. DIG. NO. U5227.

SEE TABLE THIS SHEET FOR DIMENSIONS
B CONSTRUCT CATCH BASIN N0. 1 PER RCFC ! WW
1 PER STD. DWG. NO. CB100 (WIDTH PER PLAN)
D CONSTRUCT CRAICONCRETE DETAILWALL FOR 3$�RCP
PLANNING • DESIGN IN CONSTRUCTION
74-190 COUNTRY CLUB DRIVE SLIME 201
PALM DESERT. CALFOWPA 92260.4114
790340.7461 • FAX 760.3468315 • IR'NAB .com
'Dclge a* O5
DAM 1:•1(•04
R.C.E. 61213 • DIP. 6-30-2007
DESIGN BY:

V9/D8
11441
DECKED BY:
1L
SCALE
(AS NDTED)
DATE
OCT 2005

JOB MAEER
20100665
RSYf9017d BY
Resormonded
far Approval
Aunsme
MDarMA
City of Beaumont . .. Works
Eng e-Hrg Mon
R.0* Work
(26568.89
.06
O
S
o i pNpU
c31 N 3 1'
TC 2658.98
;1[ 2658.15
TC 2656.90 TC 2056.99
l[ 2658.40 `l -- ' E 2658.49
6' I 22' I 6'
6' 22' 6'
TC 2658.88:'
f 2858.38
TC 2656.84'
550 E. 674 57111T
6EAUAWT. 04 92225
ID.(E51)769-8520 a FAX(051)769-0526

CATCH BASIN DETAIL

MISTLETOE DRIVE

NOT TO SCALE
,TC 2858.88
(2658.38
TC 2658

CITY OF BEAUMONT, CALIFORNIA

STORM DRAIN IMPROVEMENT PLANS
TRACT 31468-6

AMARYLLIS ROAD & MISTLETOE DRIVE
PORTIONS OF SEC.35, 7.2 S., R. 1 W. AND SEC.2
FOR:

PARDEE CONSTRUCTION
LAND \DLV\IMPROVE \STREET\665ST010.DWG MNF 7/11/06 1:43 pm O
FILE00/52/I
L(�
SHEET
10 OF 13 SHEETS
WHIM WAS:

7 -.
11 12
13 14
15 10
r
10 NOTE

WORK CONTAINED WITHIN THESE PLANS

SHALL NOT COMMENCE UNTIL AN

ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.

THE PRIVATE ENGINEER SIGNING THESE PLANS IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION. THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

FOR DETERMINING AN ACCEPTABLE SOLUTION AND

REVISING THE PLANS FOR APPROVED BY THE
COUNTY.
-(2635
2635
I
s
1NE
11 DRAINAGE
LOT
10+00.00 LATERAL -0
73 72
�U 0 40
9r R

GRAPHIC SCALE
80 120
-fi
12 EXI TING • i 21
E .00
1 4
10 . C
77 f
— EXISTING CHA
71 70
Q C.D. NO. 7, TYPE 1 ..

RAY
W-14', v.4.65'
TO=2640.63
1 V-
Q100.= 8 cfs,i]= 8.37 f
PRWOSED 4'
LATERAL (TYP.
69 --- —M
y
u
A1084312.4 c 0:11.7 24.11511
2644-
PROFIT E SC.AI F.

HERIZ: 1" - 40'
VERT: 1' = 4'
t
•

86.64 Y1100 -L5 0t6
A,! ` E --D-
68 PERIWINKLE LANE & MANDRAKE WAY
DIG T
DIAL7TWIIRE6
1(800) 227-2600
At Ba6xmYm 044
pmolICEORDBVICIATi'Q60e®.•1GWII460M
BASIS OF BEARINGS:

DESCRIPTION:

BASED ON THE UNE BETWEEN STATIONS
'TRAK" AND 'MATH' (POSITIONS PER
NATIONAL GEODETIC SURVEY, NAD83.

EPOCH 1995.5) AS SHOWN ON M.B. 102,
PAGES 50 THROUGH 65 OF RECORDS IN

COUNTY RECORDER'S OFFICE OF
RIVERSIDE COUNTY. CAUFORNIA
BEING: N 52'49.02.84" E

BENCHMARK CITY OF BEAUMONT
DESCRIPTION: NO. 07.A.82
1-3/8' BRASS CAP MONUMENT MARKED
'CITY B.M. 7'. LOCATED AT THE S.E.

CORNER 14111 AND PENNSYLVANIA AVE.,
59 FT. SLY AND 22 FT. E'LY OF
CENTERUNE INTERSECTION, 2 FT. SLY
OF B.C.R.

ELEV.= 2678.277 (1982)
Sy
BARK

DFSCRPTCN
APPR.

DATE

ENGINEER

REVISIONS
OTY
67 PER NICLB LANE
66 CONSULTING
I
65 64
I

CONSTRUCTION NOTES
10 CONSTRUCT 24' ICE (B -LOAD PER PLAN)
1© CONSTRICT 36' RCP (0 -LOAD PER PLAN)
13 CONSTRUCT 34'X 53' ELLIPTICAL RCP (D -LOAD PER PLAN) 74 CONSTRICT MOLE NO. 2 PER RCFC s WFD STD. DWG. NO. MH252 i CONSTRUCT JUNCTION STRUCTURE NO. 2 PER
© RCFC ! WED PER SID. DWG. N0. JS227
SEE TABLE ON SHEET 10 FOR DIMENSIONS
CONSTRUCT CATCH BASIN NO 1 PER RCFC tWCO
16 PER STD. on. ND. OB100 (WIDTH PER PLAN
eppv-8, CONSTRUCT STORM TRUCT DRDRAIN�PER DETAAII34'
/p\ 53'
RIP

STORM DRAIN DATA TABLE (RCP)
®

BEARING/DELTA
RADIUS
LENGTH
SIZE
LINE
1 45'00'00'

45.00'

35.34'
34" X 53' ELLIPTICAL

MAINLINE B
2 N 58'00'21' E
--

24.91'
34" X 53' ELLIPTICAL

MAINLINE C
3 N 02'42 12' W
--
228.98'
36'

MAINLINE C
4 05'08'26'
1004.00'

90.08'
36'

MAINLINE C
5 N 02'26'13' E
--
146.00'
36"

MAINLINE C
6 _N
89'04'37' W
—

60.08'
24"
LAT€.RAL D
CATCH BASIN NO.6
CATCH BASIN NO.7

CATCH BASIN DETAILS

MANDRAKE WAY

NOT TO SCALE
TC 2640.65
r? 2840.15
TIC 2640.64
2639.80
r G.B.

No. 7
20+62.31
W=14'
TC 2640.63
PUN MING 9 0501014 ■ CONSTRUCTION
74-130 COLBOI RT" CLUB DRIVE BUTS 201
PALM DESERT, CALFO NA 92260.414
7603467481 • FAX 7903406315 • wreR6F9Rz6
Rag e ---&43.D4 805
DATE: 1.11.0 (0
R.C.E. 61213 • OD'. 6-30-2007
DESIST BY:

VBIDB
DRA1114 BY:

DE01E0 BY:

TL
SC (AS
(AS NOTED)
DATE
OCT 2005

JOB MAI R
20100665
Reviewed Br
Recoovnended
for Approval BY
Approved
Oily of Bea
E3phaarh9 Moon
Staff
WOW, 1. • ArUlc Wank
Pubic Works Department 550 E. 6M MIT
9:ALY1 7. CA 92223 Fpt
R7 -(B51)769-6520 • FAX(951)759-8526
Oefer
Dais of ta/
Dat.g• 10.0

CITY OF BEAUMONT, CALIFORNIA

STORM DRAIN IMPROVEMENT PLANS
�' TRACT 31468-6
( PERIWINKLE LANE & MANDRAKE WAY
PORTIONS OF SEC.35, T.2 S., R. 1 W. AND SEC.2
SHEET
11 OF 13 SHEETS
DRA1INB NNE

PARDEE CONSTRUCTION
FILE,1526
H: \PDATA\20100665\CADD\LAND\DLV\IMPROVE\STREET\665ST011.DWG MNF 7/11/06 1:44 pm

NOTE

WORK CONTAINED WITHIN THESE PLANS

SHALL NOT COMMENCE UNTIL AN

ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.

THE PRIVATE ENGINEER SIGNING THESE PLANS IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER COUNTY

APPROVAL OR DURING CONSTRUCTION, THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

FOR DETERMINING AN ACCEPTABLE SOLUTION AND

REVISING THE PLANS FOR APPROVED BY THE
COUNTY.
40 .■■■ ■■■ -■■■ -■ ■
■..1 ICCCC.CI -:CI�
■:1'■■ C- Cm- .. C■ =P.mC.1:
1C■--C•U••�-i ■i ■■■ mCiiC ry
CC■ �- ■C■I• N N--PPP�R' .

C.C...___ miml .■- ■� -. ■C■■ .a,6
■■■■-ICi1"J�-IA mMUM �IIIZ Esll
•... ■U. CII ■■ -dm:
■��■I� --r.
m ■■ "iii -i■iIC�i 1rii� P�" �i- im is ..,
mms .■■ C■■■■. CIC:I: _ FIB :m-�IIIC-
■ �.k- ommmi
rit•■lfii■■ -■■■-Piiiii- 1111 + !II-
nmi �>.+i.� IN/i iii -C? �I ■C --
E��..II... * FILMIER; !UIITIII11MI. _ {I.■
.C■ i•q,', i<3:i 1CP■.
.�i-:� IBC
C:� x•£,11■
■■
.....■■ mi. M-
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mmCC ■ ii=■
---�mC■■PPPPr■-� II■-Ifi.� -■II■■■C �
C ■• ■ • I'■CIII�'�'CCml::mm
!!.■=1 !!E11111;_ ___
1OO=3p.'il.a ��
2 1•=11 Pit ' EM:l �il��
.�,■ ' .-CI.II-.0 ■-. �.
■ �■■-■ .-.. C
15 16
SGIE 1 '40

GRAPHIC SCALE
17 I
64 PROPOSED 8' DIP
AND 1' SERVICE
61 BC 10+79.37
W=14', v=6.33'
TC 2647.33
60 r pI 1
II w l'

HOUSTONIA LANE & SHAMROCK WAY
18 DIGIT
DIALTOILFRS8
1(800) 227-2600
At Baza Y D.
p@1MOUmiYmALIWITNI00lICALVIN=
BASIS OF BEARINGS:

DESCRIPTION,

BASED ON THE UNE BETWEEN STATIONS
"TRAK' AND 'MATH' (POSITIONS PER
NATIONAL GEODETIC SURVEY, NAD83,
EPOCH 1995.5) AS SHOWN ON M.B. 102,
PAGES 50 THROUGH 65 OF RECORDS IN

COUNTY RECORDER'S OFFICE OF

RIVERSIDE COUNTY, CALIFORNIA
BEING: N 52'49'02.84" E

BENCHMARK CITY OF BEAUMONT
RESCRIPRON NO. 07.A.82
1-3/8' BRASS CAP MONUMENT MARKED
"CITY B.M. 7'. LOCATED AT THE &E.

CORNER 14TH AND PENNSYLVANIA AVE.,
59 FT. SLY AND 22 FT. ELY OF
CENTERUNE INTERSEC11ON, 2 FT. SLY
OF B.C.R.

ELEV.= 2678.277 (1982)
= 43/1F lie
5 12
BY
MARK

DESGIIPTTCN
APPR.

DATE

ENGINEER
REVISIONS_
CITY
19 e
■ ■ . ■■� ■ fROFII E M.0 F•
■� . n■ UC.■= �■ TRORI2i 1" = 40'
U. VERY. 1• = 4,
m_._.• Cm•U . " C:
■. r1.m•-■ m ■ 14 .� ..
•
Jill_ 1-PrillipVI1!iPEIiIMIT1 1
.�
Ili
■ .. PPPPP-.■
_ • .
-■-1 m■■- ■

' Ell m
14- om :' : CC�U■C
---__zor- iii ■. ••i
■■■
...
'I ..�paiU•U•_
-■-I_mI■■.•■-
_Cm.
u�• ■Ci. i
1R±Pi�E

1.■�� ■��CC
■■11-. ■■CC■-
.■
E.■■I Ifilm-
- I.

II I
1 RN
m :C_: C.C•
■ C■■■■ mC
10 11

STORM DRAIN DATA TABLE (RCP)
®

BEARING/DELTA
RADIUS

T LENGTH
SIZE
1 N 02'26'13' E
--

52.00'
36'
2 86'46'10'

45.00'

68.15"
36'
3 N 89'12'23' E
--
142.47'
36'
4 N 39 12'23' E
--

13.47'
30-
5 38'39'41"

45.00 30.36
30'
6 N 00'32'42' E
--

2.37"
30"
7 N 00'32'42' E
--
77,44'
30'
8 50`00 18'

45.00'

39.27'
30'
9 N 50 33'00' E
--

7.73'
30"
10 N 89'12'23' E
-

39.07 24"
11 50'00'00'

45.00'

39.27'
24"
12 N 39'12'23' E
--

7.74'
24'
13 N 45'20'00' W
--

19.50'
24'

CONSTRUCTION NOTES
10 CONSTRUCT 24' RCP (D -LOAD PER PUN)
11 CONSTRUCT 30' RCP (D -LOAD PER PLAN)
/© worm 36' RCP (D -LOAD PER PUN)
tUN CCNSTSUCT MANHOLE NO. 2 PER RCFC k WCD
STD. DWG. NO. 01252
© � RUCTD PER 51D. DJUNDTICN WG. NOD. 2 PER
SEE TABLE ON SHEET 10 FOR DIIETSION6
sw 16 mum DID�TLNBASIN0100 (WIDTH PREPLWCD
AN)

CONSULTING
PLANNINO ■ DESIGN • DONSTRUCTIDN
74 -DO COUNTRY CLUB DRIVE SURE 101
PALM DEETTIT, CAIFOR IA 92260-4•M
760546.7461 • PAD 760.346.6265 • mr.REIRsan
Page ..o(.8O5 DAZE I(•C
TRUDI UM R.C.E. 61213 • ER'. 6-30-2007
DFSIGN BY:

YBB
DRAIN BY:

MAW
OEUSO BY:

IL
SCALE
(AS NOTED)
DATE
OCT 2005
.0B EMBER
20100665
TC 2647.28
2646.44
26 IC 2 7.224.74
C.B. No. 5
D+57.66
W=14'
TC 2647.33

CATCH BASIN DETAIL

SHAMROCK WAY

NOT TO SCALE
Reviewer/By:

Reconrnended
Approval
Approved
Afoot**
11 10
TC 2647.56
Z.:72646.73
TC 2647.63
Work
15'
6'
6'
15'
ti
Clry of Bealamn( Public Works Department 550 E. BIN STREET WALLOWBVNvrhDAb
p oI TSL(951)769-0520. 1)76992223
26 TC 2648.57
C 2646.07
TC 2648.66
X847.82
ID

CATCH BASIN DETAIL

HOUSTONIA LANE

NOT TO SCALE
6'
2848.97
\TC .',268486.4
(2540.05

CRY OF BEAUMONT, CAUFORNIA

STORM DRAIN IMPROVEMENT PLANS
TRACT 31468-6
4, HOUSTONIA LANE & SHAMROCK WAY
PORTIONS OF SEC.35, T.2 S.. R. 1 W. AND SEC.2

PARDEE CONSTRUCTION
SHEET
12 OF . SHEETS
005116 NME
FILE 1526
H:\PDATA\20100665\CADD\LAND\DLV\IMPROVE\STREET\665ST012.DWC MNF 7/11/06 1:44 pm

10 11
12 TC 2639.71
TC 2[2638.88

39.74 f 2639.24 1,
TC 2639.68
/[ 2638.85
TC 2639.69
26 4.19

6. 22'

6. I

CATCH BASIN DETAIL

MANDRAKE WAY
4437 TO SCALE

STORM DRAIN DATA TABLE (RCP)
®

BEARING/DELTA
RADIUS
LENGTH
SIZE
1 N 15'44'14' W
--

83.10'
24'
2 42'1925

45.00 33.24'
24:
1 3 1_N 580339 WI -- `•8.

CONSTRUCTION NOTES
10 590TRUCT 24' RCP (0 -LOAD PER PLAN)CONSTRUCT WW
FC
16 PER wro. �? NO BAS ND 1 PERIN
(WIDTH P 8 PUN
NOTE

WORK CONTAINED WITHIN THESE PLANS

SHALL NOT COMMENCE UNTIL AN

ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.

THE PRNATE ENGINEER SIGNING THESE PLANS IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION. THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

FOR DETERMINING AN ACCEPTABLE SOLUTION AND

REVISING THE PLANS FOR APPROVED BY THE
COUNTY.

WALE 1'4,40'
40 0 40 50
GRAPHIC CTY1F

SEE HYDROLOGY

AND HYDRAULIC

INVESTIGATION FOR
TRACT NO. 31468-3
12(.

MANDRAKE WAY & CARNATION LANE
DIG T

DIAL TOIL FREE
1(800) 227-2600
481em'RoWaA1eE098
HdteYwDis
G mYOIYIBIC946D6®IU'11.10264
BASIS OF BEARINGS:
005061P7ON:

BASED ON THE UNE BETWEEN STATIONS
"TRAK" AND "MATH" (P081110N5 PER
NATIONAL GEODETIC SURVEY, NAD83.

EPOCH 1995.5) AS SHOWN ON M.B. 102.

PAGES 50 THROUGH 65 OF RECORDS IN

COUNTY RECORDER'S OFFICE OF

RIVERSIDE COUNTY, CALIFORNIA
BEING: N 52'49'02.84" E

BENCHMARK CITY OF BEAUMONT
OESCR6P71ON. N O. 07.A.82
1-3/8' BRASS CAP MONUMENT MARKED
"CITY B.M. 7'. LOCATED AT THE S.E.

CORNER 14TH AND PENNSYLVANIA AVE..
59 FT. S'LY AND 22 FT. Et? OF
CENTERUNE INTERSECTION, 2 FT. S'LY
OF B.C.R.

ELEV.- 2678.277 (1982)
BY

ENGINEER
34 31

REVISIONS
15 16
r
FR3 !3I F Ft.A1 F•
HORIL• 1' = 40'
VERT: 1' = 4'
C.B. NO. 8, TYPE 1 18
.81 WAY
W=14', v'5.20'
T '[639.69 - -.
18 19
20 an
■ ■ ■

CONSULTING
2-44
ALT. DETAIL C
44012'
ALT. DETAIL C

SECTION A -A
2-44
0 12'
1- 44 k..1.

WING WALL RE NFORC NG

STORM DRAIN OUTLET WING -TYPE HEADWALL
FOR 36" PIPE
IVES
WILES.

1. TOP OF HEADWALL ON GRADE CULVERTS, SHML BE PLACED PARALLEL TO PROFILE GRADE WHEN THE GRADES ARE 38 OR M.

2. CIEFEW SWIM 56GA-3236
S DG'O9D 0041190938193 IN/N D 3/4.
4 RE PPE WALL INOO®8 GREATER TRW Y 46E R.TB■ATE DETAIL 6 PIANNINO ■ DEBION • 00NBTRUDTIDN
74190 COUNTRY CLUB DRIVE SURE 201
PALM MEAT. CALF0R6A 92260-4114
78D2467431 • PAX 700.3463315 • RIRILER.aaID
DATE: 1'11.04
R.C.E. 61213 ' EXP. 6-30-2007
DESIGN BY:
ve:De
DRAM BY:

MH/MF
OEO®BY-
1L
SCALE
(AS AWED)
DARE
OCT 200.5
.DTI NAEER
20100665
Reviewed
Fiecomnended
Approved
Ply of Beaumont Public Wake
Enrineolfig Mew
Wolf

SECTION A -A
2- 85012'
ALT. DETAIL C 1 - 43
/5 0 12'
ALT. DETAIL C

WING WALL REINFORCING
f ., STORM DRAIN OUTLET WING -TYPE HEADWALL
FOR 34 X 53" PIPE
ILLS
64112

1. TOP 00 HEADWALL ON GRADE CULVERTS DIAL BE PLACED PARALLEL TO PROFILE GRADE WHEN THE GRADES ARE 314 CBI/ORE.

2. 02101211 ERIK 514-Pfl59.

3. DPO® «6hR0 94111 BE GUMMED 3/4.
4101 P!E au moos GFAIER THAN 3' U9: ALTERNATE OE9L
Data ell*

CITY OF BEAUMONT, CALIFORNIA

STORM DRAIN IMPROVEMENT PLANS
°"terH°G TRACT 31468-6
Dati.ggo'0 MANDRAKE WAY & CARNATION LANE
550 E. 601 STREET
PORTIONS OF SEC.35, 7.2 S., R. 1 W. AND SEC.2
SHEET
13 OF .. SHEETS
06444N6 N41E.

ALIEINT. C4 92223 FoR.
100(951)769-4327 *FAX(951)789-8526

PARDEE CONSTRUCTION
FILE 1.15 ]/
ATA\20100665\CADD\LAND\OLV\IMPROVE \ STREET\665ST013.DWG MNF 7/11/06 2:14 pm

Pvki `c o5 t-‘

BEAUMONT
Catigania
City of Beaumont
550 E. 6th Street
Beaumont, CA 92223
(951) 769-8520
www.ci.beaumont.ca.us
Case No. ,0' p
Receipt No. ((kr)gt v3 ►o
Fee $ (3°-i T-it =i 3
Date Paid

BOND EXONERATION APPLICATION
Bond Type: ©Performance EMaintenance ❑Final Monument Inspection ❑Other:

1. Contact's Name Rick Rush Phone (951) 539-5294

2. Contact's Address 1250 Corona Pointe Court Suite 600 Corona, CA 92879

5. Contact's E-mail [email protected]
City/State/Zip

3. Developer Name Pardee Homes Phone (951) 539-5294
(If corporation or partnership application must include names of principal officers or partners)

4. Developer Address Same As Above
City/St/Zip

5. Description of Bonds (including Bond Number, Tract Map/Application number, Lot number, and description of improvements covered):

Bond #52BSBDL9439
Streets & Storm Drain Improvements (Locals) Performance Bond File # 1678 (Sundance) Tract 34290

6. CERTIFICATION OF ACCURACY AND COMPLETENESS: I hereby certify that to the best of my knowledge the information in this application and all attached answers and exhibits true, com orrect.

Rick Rush
09/18/2020
Print Name and Sign — Contact/Applicant Date

7. Contractor shall indemnify, defend, and hold harmless the City and its officers, officials, employees and volunteers from and against any and all liability, loss, damage, expense, costs (including without limitation costs and fees of litigation) of every nature arising out of or in connection with contractor's performance of work hereunder or its failure to comply with any of its obligations for which this Bond exoneration is requested, except for such s or mage s caused by the active negligence of the City. cr
1 Print Name and Sign — Contact/Applicant
09/18/2020
Date

8. Developer/Contractor has completed all the following items prior to requesting release or has included them in the application.
• Remove and replace concrete and AC as needed where lifting. • Provide AC crack fill as needed. Crack fill/seal shall be hot asphaltic emulsion. • Provide Type II slurry coat for all road surfaces.
• Restore/Verify pavement striping/markings.
• Restore/Verify blue dots and signage as needed.
• Clean and camera sewer. Provide report and video copy of camera survey. • Provide all final geotechnical reports.
• Provide Engineers' certification for line and grade within Right -of -Way. • Provide Landscape Architects Certification as required.

Rick Rush
Print Name and Sign — Contact/Applicant
09/18/2020
Date

BEAUMONT
Punch List
Project Name: Street, and Storm Drain Improvements
PW2020-0554
Inspected By: Jason Craghead
Item
No.
1 2
4 5
6 7
8 Description
Driveway Approaches are not constructed
in conformance with Riverside County Std.

No. 207 on both Quince St & Cardamom
Missing Street Name Sign on the corner of
Quince/Hustonia Ln.

Missing RPM in front of 1305 Quince.

All private Curb Drains need to be cut
flush with Curb Face and apply a
Polyurethane or approved equal.

Severe cracking on both Quince and
Cardamom Ct. Possible AC repair needed
in larger cracks.

Missing RPM in front of 1309 Cardamom.

Two trenches on Cardamom Ct. have
settled and have not been repaired per
City Std.
[COMPANY NAME]
Bond No. 52BSBDL9439
Page: 1 of 1
Completed by
Construction
(Sign/Date)
Tract No. 34290
Date: 8/9/22 — Updated On
8/8/24
Accepted by
(Sign/Date)

C WER USW
WIELA1D ST
BenstmT

VICINITY MAP

DUFFUN ST
LEGEND
FIWSHEO SURFACE ......,_ FS
GRADE BREAK . GB

HIGH POINT HP

TOP CF CURB IC

FLOWLIF E FL

LOW POINT LP
PROPERTY LtN -FL'
RIGHT OF WAY...............R/W

CURB FACE CF

EDGE OF PAVEMENT EP
FINISHED GRADE. FG

LOCAL DEPRESSION LD

EXISTING ELEVATION

FINISHED ELEVATION

PROPERTY LINE

CENTERLINE

RIGHT-OF-WAY (R/W)
EXIST. WATER LINE

EXIST BLOCK WALL
EXIST. GAS LINE
EXIST. TELEPHONE LINE

EXIST, TV LINE
EXIST. ELECTRICAL LINE (ED/SON)

EASEMENT LINE

SD LINE
CONTRACTOR NOTES:

INTERSTATE 10

NATURAL GROUND NO

PORTLAND CEMENT CONCRETEPCC

ASPHALT CONCRETE AC
CONCRETE .. .............................. CONC
DRIVEWAY..................................DWY

WA TER METER TYM

TELEPHONE BOX GTE

WATER VALVE , WV

VAULT VL T

POWER POLE PP
AGGREGATE BASE-- ........... AB
TANGENT. T
(100.50)
100.50
-- --R%W
W
T
TV
E

CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION

PRACTICES, CONSTRUCTION CONTRACTOR WEL BE REQUIRED TD ASSUME SOLE ND A COMPLETE

RESPONSIBILITY FOR JOB SITE COENRONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, NCWONG SAFETY OF ALL PERSONS AND PROPERTY; MAT THIS REOUIREMENT SHALL BE MADE TO APPLY

CONTINUOUSLY AND NOT EE UNITED TO NORMAL WAGING HOURS, AND CONSTRUCTION CONTRACTOR

FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED, TN CONNECTION WITH THE PERFORMANCE OF WORN ON THIS PROJECT,

EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE CF DESIGN PROFESSIONAL UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS SILL NOT BE RESPONSIBLE FOR, DP LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANCES TO THE PLANS MUST BE IN WRITING & MUST BE APPROVED BY THE PREPARER OF THESE PLANS.

DECLARATION OF ENGINEER OF RECORD:

I HEREBY DECLARE THAT IN MY PROFESSIONAL OPINION, THE DESIGN OF THE IMPROVEMENTS AS SHOWN

OM THESE PLANS CONPLES WIN THE CURRENT PROFESSIONAL ENONEERING STANDARDS AND PRACTICES

AS THE ENGINEER IN RESPONSIBLE CHARGE OF THE DESIGN OF THESE IMPROVEMENTS, I ACCEPT FULL RESPONSIBILITY FOR SUCH DESIGN. I UNDERSTAND AND ACKNOWLEDGE THAT THE PLAN CHECK OF THESE PLANS BY DE CITY OF BEAUMONT IS A RENEW FOR ME UNITED PURPOSE Of ENSURING THAT THESE PLANS COMPLY WITH CITY PROCEDURES AND OTHER APPLICABLE CODES AND ORDINANCES. THE PLAN

RENEW PROCESS IS NOT A DETERMINATION OF THE TECHNICAL AOEOUACY OF THE DESIGN OF TIRE- IMPROVEMENTS. SUCH PLAN CHECK DOES NOT THEREFORE RELIEVE ME OF MY DESIGN RESPONSRIUTY.

AS THE ENGINEER OF RECORD. I AGREE TO DEFEND AND INDEMNIFY THE CITY OF BEAUMONT. ITS OFFICERS, ITS AGENTS, AND ITS EMPLOYEES FROM ANY AND ALL UABLITY. CLAIMS, DAMAGES. OR INJURES TO ANY PERSON OR PROPERTY ARISING FROM NEOUGF7NT ACTS, ERRORS OR OMISSIONS OF THE ENGINEER OF RECORD. S EMPLOYEES, INS AGENTS OR HIS CONSULTANTS SIGNATURE: ` AN/ _ DAR: 0416A0-2
- LICENSE No. V-ty.-I EXP. ,,1►Ilc7
Rat

WORK CONTAINED WITHIN THESE PLANS

SHALL NOT COMMENCE UNTIL AN

ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.

THE PRNAIE ENGINEER XIORNG THESE RANG S
RESPOIS■LE FOR ASSURING THE ACCURACY MTO
AOCEPTIBRIIY OF THE 002120 HEREON. IN 1HE
WENT of DISCREMNOEES ARISING AFTER COUNTY
APPROVAL OR BURNT CONSRIUC1TDN. THE
PRNATE ENGINEER SHALL BE RESPONSIBLE F0.3
FOR DETERNIANC MN ASCEPTABIE SCLDTIhA AND

REVD THE PLANS FOR APPROVED BY THE
wow.

INDEX

OF SHEETS
SNIEET

DESCRIPTION
1 TITLE SHEET
2 STREET IMPROVEMENT PLAN

CITY OF BEAUMONT, CALIFORNIA
Street Improvement Plans
TRACT 34290
Located Within Seen 2
Township 3 South, Range 1 West San Bernardino Meridian. 'TRACT BOUA1DARY` .
0 y0
B
0 112' 1
14 IS
TRACT
31468-8
3 2
NI
O M MO
4 5
QLBNOW
1lila al/
C
2s
12 5 7 3
IS 17 15
oAJMOM - CU
22 21 20 I9
i
20' SEIBAOC
N'
LPL
a
a,
TRACT
31468-5

INDEX MAP
SCALE 1%.100'
Hsr�' .r
11,4.:

IS
CARDAMOM CLIME • OUNCE STREET
',WEAL Lmtsr8Eano L
11 415.
to
r 1
0 t
SIN
so
■
at
ar
S
R/a
TRACT

31.463-6
1I t
5',11XJJt Y-',�,
'L..,./ _
ILLLIILR F u
TAB k
4'AT BIER a' CLASS 2 A8 0
PAD
GENERAL NOTES:

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF INC PROPOSED WORK AREA AND R LOCATION COSTS OF ALL EXISTING UTLITIES. PERMITTEE MUST NF'ORM CITY OF ITS CONSTRUCTION SCHEDULE AT LEAST 48 hOURS PI R TO BEGINNING OF CONSTRUCTION AT (951) 769-8500.

2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATIdF1 OELARTMENT FSIPROVEMENT STANDARDS AND SPECIFICATIONS 'LATEST EDITION." COUNTY ORDINANCE NO. 461 AND 9,1BEEGUENT AMEKRENT.

S. ALL UNDERGROUND
• M D TEL E FOLLOWING SE ER LATERALS.
:R, ELECTRIC. OASSAANDMSTTOOTO RRM DRAIN
G THE STREET SECTION IK"..LUDING, Silt

4. IT SHALL BE THE RESPONSBIUTY OF THE CONTRACTOR ON DEVELOPER TO INSTALL AND MANTAiN Al CONSTRUCTION REGULATORY, CHIDE ANO WARNING SIGNS %WTHIN THE PRO.ECT LIMITS AND ITS SLRROLRR.NNGS TO PROVIDE SAFE PASEACE FOR THEE gTRAVELING PUBLIC AND WORKERS UNTL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE CITY. 5, PLANS.PLY ND EW OR APPROVALP OR THESE PRIVAS glom ATE FACI ITTEESS ARE U UEDPLANS ARE FOR MOR IN TIONENDED BY C CITY BEAIIPI NNSE T PUBLIC T

WORKS DEPT,
6 ITU� LW THE DEPARTMENT PEERRMIT SECTION. FO ENCROACHMEN PERMIT FONOPER/OWNER OR CONTRACTOR TO ALL APPLY TO PEDE
R FORMIED %WHICITY OF N PUBLIC
RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PJBLIC USE/ AND TO BE RESPONSBLE FOR SATISFACTORY CfSAPUANCE FOR LL A CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMIT MAY BE RECRIRED.

7. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO R_C.T.O. STANDARD NO. 816 {
a ALL STREET SECTIONS ARE TENTATIVE ADDITIONAL SCAL TESTS SHALL SE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE R.C,T.O. STANDARD NO. 401 If EXPANSIVE SOIL ARE ENCOUNTERED.

IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTFIRI.NE MONUMONTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 481
10, ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT CTP THE ASPHALT SURFACING FOG SEAL ANO PAINT I#NOER SHALL BE APPUED Al A RATE OF' 0.05 AND 0.03 GALLON PER SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL OVIFORM TO SECTIONS 37. 39 AND 94 OF THE STATE STANDARD

SPECIFICATIONS

11. AS DETERMINED BY THE PUBLIC WORKS DIRECTOR THE DEVELOPER IS RESPONSBLEIAS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE. AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX.

12. CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE EMANATION SYSTEM (NPOES) PERMIT. OWNERS/0EVELOPERS-ARE REQUIRED TO FILE A NOTICE OF INTENT (NCI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SBRC8), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SYFPP) AND MONITORING PLAN FOR 7HE SITE.

13. SIMDEVELOPER

STRIPING SHALLPLN WHIN RESPONSIBLE FOR
AREAS,C ON R0 ADDITIONAL
DJJACCESIGNNTTOTO THE PNGS NOT ROJECT BOUNDARIES. UPIN ON THE REQUEST or THE DIRECTOR OF PUBLIC WORKS OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON INC ROADS UNDER THE JURISDICTION OF THE DEVELOPER.
14 EXISTING STORM DRAIN PLIES/CULVERTS LVMETHER TO BE CONNECTED TO. EXTENDED, ADJUSTED [RAINED TO, OR JUST IN THE PROJECT VICINI MUST BE REPAIRED, AND /OR CLEANED"0 MAKE THEM FUNCTIONAL AND ACCEPTABLE AS DRECTED BY THE PUBUC DEPARTMENT.
1S. AU. STORM DRAIN. CATCH BASINS AND STORM WATER RUNOFF STRUCTURES WILL BE PROVIDED WITH ADEQUATE CAPABILITIES

TO FILTER AND RETAIN SEDRENT AND GRIT, CV AND CREASE, TOPREVENTPOLLUTION IN STORM WATER RUNOFF IN

COMPLIANCE METH THE CITY OF BEAUMONT'S BEST MANAGEMENT PRACTICES AND THE BEAUMONT DRAINAGE MASTER PLAN

FOR STORM WATER AS WELL AS BEST MANAGEMENT PRACTICES IDENTIFIED IN TIE CURRENT REPORT OF WASTE DISCHARGE OR RIVERSIDE COUNTY PERMITTEES.

16. DEVELOPER SHALL BE FULLY RESPONSIBLE IN ASSURING THAT PROPOSED DAPROVEMENTS CONFORM TO THE APPROVED PLANS. SPECIFICATIONS AND CITY OF BEAUMONT STANDARDS. 'MERE DEVIATIONS EXIST, DEVELOPER SHALL PROPOSE CORRECTIVE MEASURES FOR REVIEW AND APPROVAL. BY THE CITY.

9. 17.

IT TRANSPORTATION� (CALTRANS)� FOR AN EENCROACFOF THE HENT PERMIT FTOR OR OR ALL WOPER RK PELY TO RFORNEDEWITHIN SSTATEDRR ENT r WAF Y.

18. CURD DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORD/1G TO COUNTY STANDARDS NO. 206 AND/OR 207, AS DIRECTED IN THE FIELD.

19. PRIME COAT IS REQUPCO PRIOR TO PAVING ALL GRADES IN EXCESS OF TEN PERCENT

20. INSTALL SIIRttI TREES IN ACCORDANCE WITH ORDINANCE 460 AND 499. INSTALL EUCALYPTUS POLYANTHEMOS(9LVER DOLLAR), CRAPE MYRTLE. LIQUID AMBER OR APPROVED EQUAL, SEE PROJECT PLANS.

21. 51HEt) LIGHTS SHALL BE INSTALLED N ACCORDANCE VETH THE APPROVED STREET U0H1NG PLAN PER CITY OF BEAIRAONES - APPROVED STREET LIGHTING SPECIFICATIONS.

22. THE CITY RESERVES THE RIGHT TO REQUIRE REVISION OF THE APPROVED PLANS TO CONFORM WITH CURRENT STANDARDS AND TO POST A NEW BOND IF CONSTRUCTION HAS NOT COMMENCED MINN 1150 YEARS AFTER PLANS WERE APPROVED. cONSTRuCTION NOTES t QLLMNTIiY ESTIMATES
NO.

DESCRIPTION
NIT
QTY.

Q
comer 4'AC GIRL 8'CUM 11 AOLff941E BAs.

SF
24:710
2Q
wow sI zwt.R(IW*N PER RAN). PEN wworn, SF
OF RIYTTLSITE am. 10. 401

6.165
CONSTRUCT ME MB 0.1143t WHO!, PEI cairn,Q OF RIVERSIDE SID. NO. 100.

Lf

1.243
vzi
CONSTRUCT COME ERIEETYAY APPfDAOl
PER RCM SID. M. 207.

EA
20 ®
DISTAL MEET NINE SIGN PER MINTY CF RIVERSIDE 510.
110, BIB.

EA
2 1219

DIAL WILMS
1000)227-2600
SA NTN IN.

BASIS OF REARMS
DOWNER

BASED ON THE UNE BETWEEN STATIONS
'TRAM' AND 'MATH' {POSITIONS PER

NATIONAL GEODETIC SURVEY, HADES,
EPOCH 1995.5 AS SHOW ON M.B. 102,
PAGES 50 BROM 55 OF RECORDS IN

COUNTY RECORDER'S OFFICE CF
RVERSILE COUNTY. CAI.FORNIA
BEING: N 52'49'02.84" E
B9dCFRMAR)0 CITY LF BEAUMONT
RESCSPROS NO. 07.A.82
I-3/6' BRASS CAP MONUMENT MARKED
'are B.M. 7'. LOCATED AT ME S.E.

CORNER 14TH AND PENNSYLVANIA VAiL.
59 FT. SLY AND 22 FT. ELY OF
CENTERLINE INTERSECTION, 2 FT. SLY
OF MGR.

ELEV.= 2678.277 (1982)
UT MAR
Dk+'I■.9W

AWL DAZE
TONES

REVISIONS
OTT
1741!121147

CONSULTING
}LG PPWINN
■ =maw • ra+Na*a,uirnew
74•ON ODWOIN CUB MEESIETEIN
mut DE99R CALFIMM 9221043,35
X033-7.1■. FAX iErnalutsS. MMRA9F,roN
':M1C: 041 11%?
'iTFT. S((571�� RCE57B6r•Ea.'2-11-2007

LTSIENE
EL
DRAIN sr:

PS
am® BE
100
WALE
[M 110TE0)
DATE:

MAIL 2007
£0 NAGL
?0100X5.

ARVMed BAI
AA/Pol 2
pgraosi
Approved OA
ANovA1 l- I>rs12w -' -V . MDR
ay d Boxam201 Adige %bats
EmbrrIAID Moan
550 T. ESN STREET
IT aim% 01 02V
SLC95T)N NEs . FArIIsIRJ. *1.J1

WY OF BEALMIONTP CALIFORNIA

STREET IMPROVEMENT PLANS
TRACT 34290
TITLE SI€ET • VICINITY & 1II)EX MAP A GENERAL NOTES
SHEET
1 or_2_sHars
F°" PARDEE HOMES
DRAr•]S NNE
75181001.006
7& R
PZA1eORA 4/19/47 3:27 pm
0 cfl
'H; V'DATA\ZOtC0751\CAOC\LA150\DLV\@P OVL\ST

8 9
655 CL
4 BO 1
SUES 1.44.

IgMe

WORK CONTAINED MITHIN THESE PLANS
SHALL NOT COMMENCE UNtE AN

ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.
?TIE PRIVATE MOWER SIGNING THESE WAS TS
RESPC/SETLE FOR ASSURING THE ACCURACY AN0
ACCEPTABAIIY OF THE OE9GN HEREON. IN THE
DENT OF °ISERER/NOES ARISING AFTER COWRY

APPRONL CR CURING CONSTRUCTION THE
PRIVATE ENGINEER SHAM 6E RE5PGKIE.E FOR
F10R CENFRIMNNC AN ACCFPTIE E SOLUTION AND
REVISING THE PLAhe FOR APPROVED BY THE
coUNTE

EGALTE LEA
1800)227-2600
libmIteaDle

BASIS OF BEARING&
»

BASED ON THE UNE BENWI STATIONS
TRAK' AND 'MATH' (P0STI0NS PER
NATIONAL GEODETIC SNOWY. NADB3.

EPOCH 1995.5) AS SHOW ON M.B. 102,
PAGES 50 THROUGH 65 OF RECORDS RI
COUNTY RECORDER$ ow or
RIVERSIDE COUNTY, CAUF01 A
OE1NG: 14.52'49'O2.84' E

CENT ONE FS

QUINCE STREET
BEEIAiMARIC CITY OF BEAUTAONT
D HOTI NO. 07.A.82
1-3/9' MASS CAP MONUMENT uARREO
'CITY B.M. 7". LOCATE° AT THE S.E.

CORNER 14TH ANA PENNSYLVANIA AVE..
59 Fr. SLY ANIP 22 FT. ELY OF
CENTERLINE INTERSECTION. 2 FT. SLY
EF 9.CR.

ELEV.= 2678.277 (1982)
wait

DERIDER
.41e1
OCSONF192.

REVISIONS
SATE
■ ■ ■

CARDAMOM COURT
RANNINB S OEZ90N S CCNITRYCPION
7fHOCCYRIINV WS (TAW. 00101191
PALM MERE GAMPOIN 9@3WTRS6
CONSULTING HO446.7410. PAR 284441110164 NANISHANA
P 01005
1141E 641240.2
R.1E 57661 • E7R. IE-31-210
Redeeed 8]r
Mimed
�+ . , wales
STANFINYISUou
11 or4
m‘441,09
550 E. MN MEET
moAERT. 04 9n17
IWAS7)1 WOM N FATdIHN]AM.IM
PROFILE SOLE:

NORIZ: 1' . 40'
VBR1 1 4' {
12 LINE/CURVE DATA TABLE
go

BEARING/ LTA
RADIUS
LENGTH

TANGENT
IEFM18Ks
1 N89'27'18"W
—
289.32'
OERTE8LINE
2 N69'27'16-6
--
246.32'
—

OLIN A GUTTER
a
A770rn'39'12'

44.00'
140.37'
--4
N6O 53 12 E
T --

50.00'
--
..
5 A•29'39'32'
107.00'

55.39'

28.33'
--
6 N69'27'IB-W
--
130.14'
--
"'
7 N89'27'18"W
--
289.32'
--

CENTERLINE
8 N89'27'18'W
—
130.14'
--
CI.RS # GUTTER
9 AP29'39'31'
107.00'

55.33'

28.33'
-'
10 NCi9'47'4I'W
--

50.0G
--
'-
It
AP209'39'31'

40.00'
146.37'
--
12 1 1.86 27' 16'W I — 1244.32' I --

CONSTRUCTION NOTES
0 pCOONS7TRRIUCT 4'AC OVER
�V LASS N AGERECATE BASE
O 'OF 1ER� N0, oT i PER PLAN), PER COUNTY
® OF CT BUA-NO. 200.

CURB
& GUTTER, PER COUNTY

CONSTRUCT CONCRETE DRIVEWAY APPROACH
OO PER RCTD STD. NO. 207.

O STI ET NNE SIB1 PER COWRY IF RIVERSIDE 51D.

CITY OF BEAUMONT, CAUFORNIA
f0 PARDEE HOMES
LANG\OLYVNPROVE\STREET4751S'002.OWG PZAMORA 4 ('.9 /O7 3:29 Om SHEET
2 cFZSHEET$
numbs NTE ,-
7515002.DI6
FSE,Th 0

IN THE CITY OF BEAUMONT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA

THIS SLODIVISTON L WTAIA
25 MAIBERED LOTS
2 I ETT£RED sTRFEr
2T; OTS TOTAL
5 77 ACRES (ROSS
comaioS STA TEA NT
WI EUREBY STATE THAT. Of ARF NE O.Y>1EF5 OY THE LAND INCLUDED WITHER THE SLEDTY/SICK :SHOWN FEREOY : HA r e. ARE THE 061.7 PERSONS WHOSE. CosysENT IS Mi SSARY TO PASS A CLEAR TITLE TO 5410 LARD THAT Or COASENT TO TIC MAKING AM) RECORD/AG or THIS WEIDIV/S/OIN MAP AS SHOW WITHIN TEE '2/5T/NCTIVE BORDER LINE.

PT ItRE91 RESERVE FOR (OPEN SPACE AM LAM)SCAPF. PURITOSIES AM) TIE MAINTENANCE HEREOF. LOT 24, MR TIE SOLE TEE(F1T {IR OURSELVES, SCCESSOPS ASSIGACES, AM) Or °PIPERS WITHIN THIS MAP,
WE HEREBY DEDICATE TD Ti -f CITY OF BEALMONT FOP STREET AM) Raw OTl: TTY PARFA (S, LOT 'A' STATWN AS OIIAC7 STREET AM LOT B" SHOWN AS CARDAMOM COUPE, W/THIN THIS TRACT MAP.

WE HEREBY MEDICATE TO TEE cm OF BEAUMONT FOR PUBLIC UTILITY outfoosrs, T,'f (5) EIRE FOOT WIDE EASEMENTS, AS SHORN WITHIN THIS TRACT IMP.

WE IERERY DEDICATE TO 17( CITY OF REAUAIONT AN EASEMENT FOR DRAINAGE PURPOSLIS OVER %EP 24. 45 SHOWY' WITHIN THIS MAP.

WE HEREBY oral? FOR DEDICATION IN FEE SIMPLE TO TIE CITY OT BEAtAA?N7 LOT 25 FOR DRAINAGE ARID LAMSCAPE MAINTENANCE PURPOSES.

PARDEE 1111E5. :,ALIFLIRNTA CORPORATION
VIET ElKsTDENT MINE TAYLOR, VICE PRE 1T NT
STATE CO C'J►S"ArDR+u11k
COUNTY Cif 1Z.\Rak.SIpL )S5.
aN 'sari , 2066. BfELT E AE, LA> 61. d.,AN4t ▪ 61- T3YIL Mess A NO fel* 'talc IN yW; FON SAID STATE. PERSONALLY APPEARED PERSONALLY Mw<7INN TO E ((. ;
TO BE TEE PERSON WHOSE WIN IS/4iE SOITSCRIDED TO TEE WITHIN INSTRUMENT ,45l? ACWNLWIEEDGED TO AC THAT if/LJC/TT'EY EXECUTED TIE 5.4/C IN Ills/NETONTEIR AUJFSW/IJYE CAPACITYpE57, AHD TEA' Eli- H/S/ff+Pfi9PTA S(OR4TLNENT ON HE IfeTRU1fNT Tif PER55/V , OR TEE ENTITY/ENTITIES cHY JW41GA 74 PERScN/ rAcTEO, EXECUTED TIE INSIDE, {f'N7, MY CCSMIISSICN EXPIRES 21e4kI_ MY PRINCIPAL PLAC'(.9F h'1SIAES5 WITNESS MY HAND. CAo1NNNI ( d'I 2—
IS IN RIAJERSAIE CAINTr,
4YA5 P,- gov,ga1,1
(PRINT NAPE)
NOT IC IN AM fOR SAID STATE

AVIARY ACKNOILEIXIDIENT
STATE
COUNTY IT ,+S5. {
ON • 72, 2,10-. 2006, &TORE Of 616Lam4f. doss 1
A VARY PLBL ICN AM) FOR S4!f STATE. PERSCMNLI Y API$AK-0 PERSLWMLL Y A'MAMI TC AC (IT-AR9MF/I 7o Ek
TO BE TEE PfRSONX most Apart -KT /SYATE. SUBSCRIBED TO TEE WITHIN IPISTRMNT AM? ACKNOWLEDGED TO ME THAT If/Slti'IEEV f,rECJ,ED TIP' SAVE ,N HISAET4191WTR AUTEKR/,CEII CAPACITY( ), AM TEN) or Hlsr4LR/•TRf'!R SI6HAiW ,Sf co TEE INSTT,Y.AENT TIf FT/ISOye451, OR TEE TITYA NT44'lf (8'/N +P4/;++ THE PERSOv8 ACTED, EXECUTED TEE INSTRIMN'. ur COYJISSION EXPIRES E. tioritt
WI TRESS MY HAW'. Cowl* l* in
c
NOTARY PUBLIC N .AND FOR SA10 STATE (PRINT NAPE)
AIY fRiAcIPA4 PI ACE Of BU51AE55
IS IN AACA1 __OVYTY
TRACT NO. 34290
BEING 4 SUBDIVISION Of A PORTION OF SECTION 2, TOWNSHIP 3 SOUTH, RANCE" T WEST, SAN BERNARDINO MERIDIAN YORE PARTICULARLY BEING ALL OF LOT 91 OF TRACT NO. 31458-3, FILED IN BOOK 39B, PACES 72 THROUGH 85, INCLUSIVE, OF MAPS IN THE OFFICE Of THE COUNTY RECORDER Of THE COUNTY' Of RIVERSIDE, STATE or CALIFORNIA.

LEVI D. COX, LS, 7930 SEPTEMBER, 2005
.•0•

COSSULTMU

TAX COLLECTOR'S CERTIFICATE
1 EEFVEBY CERTIFY /1441 AMC//DING TO TEE RECORDS or THIS C TICE, AS OF THIS DATE TCCRF ARE Al) LIENS AGAINST TIE PROPERTY 9ATW DN 1/f WITHIN AMP FOIE APART STATE. COUNTY, MAMMAL. OP LOCAL TAKES OR SPECIAL ASSESSAENTS CCELECTED AS

TAXES EXCEPT TAXES OR SPECIAL ASSESSMENTS COLLECTED AS TAXES, NOW A LIEN OJT NET YET PAYABLE, WHICH ARE ESTIMATED TO BE $ ? W
DATED. 3- 5 20,01:

PAU MNDOSA L L , :,AUNTY TAX Cal ECTOR
8Y -

TAX BOW CMTIFICATE
1 HEREBY CERTIFY ,NAT A 5Wf IN TIE SLIP OF $ .500 445 BEEN EXECUTED AND f itIC) WITH THE BOARD OF SUPERVISORS DI THE MARY CF BIVERSTDT, •CAI 1C7ARVIA, COOP/WD OMR TIE PAYMENT or Au TAXES, STATE, COUNTY, MUNICIPAL, O4 LOCAL , AM) ALL SPECIAL ASSESS/F//IS COLLECTED AS TAXES, WHICH AT TIE TIME Of FILING 0 THIS MAP WITH T)C ) y /rr RTC0 7R ARE A i TEN AGAINST SAID PRCI1H7Y OUT NOT YET PAYAF4 F AM SAID 90/0 % 145 IAFFN out Y' APPRO✓FD BY SAID Bow? OF SLfSMVI.SLVVS DATED ,.3— _

NANCY ROIERO
CLERK OF or BOARD Or SU''ERVISO4S
f+AMSl_, TAX BOZO
PALL McD0H1EiL

COUNTY TAX COLLECTOR
BY. - 8Y -
DEPUTY
15%710!--„
SIbNI TORE OilISSICAS NOTE
PLRSIAANT TO SECTION 56436 OF TEE SUBDIVISION NAP ACT TEE SII/VATGF.LS OE' TEE FOLLOWING OWNERS OF EASEMENTS AM/OR 01FER INTERESTS HAVE BEEN OMITTED r) RIVERSIDE ABSTRACT CANNY, HOLLER Or AN EASEMENT FOP PIPE) TAE AH4: IACILENTAL PiArOSES, RECORDED APRIL 1 1973. IN BOON .i?), PAGE- 777, Of DEEDS (BLANTE 7 IN NATURE).
2) SOAJTIESOI CAI ITO4NIA INVESTMENT COMPANY TO.DER OE 414 EASEMENT FOR WATER PIPES AAD Or}ER COMA/ITS, Rf05115IE,^e, SL7'TtY/YFR 4, 1893, IN BOOK 4 PACE 1.3.5 O LI/TDS (BLAMM7 IN N4 TIRE)

SOILS REPORT NOTE
PRELIMINARY SOILS INVESTIGATION AMR! FOR TENTATIVE TRACT NTT_ 31468, DATED NOvEIBE'R 21. 2(X43, AS PRO, CCI M. 03-81-216-02, WAS PREPARED BY CONVERSE a&SIA. TARTS. AS REONRED 8Y SECTIONS 17953 or TIE CALIFORNIA IA"AL TH MD SAFETY Lt W AAD AS REQUIRED BY SECTION 66434.5 (F 7/C CALIFORNIA GOVERMENT CODE- A COPY Or SAID REPORT, AHD ANY 5Lf4Ld1ENT5 THERETO, 4R£ AV FILE FOR PUBLIC INSPECTION IN TEE CITY ENGINEERS OFFICE.

SLRYD'' 'S STATEN
0!35594 t.1 �.
of nal /8o
SHEET 7 OF 5 SHEETS
RECORVER1S STATEIINT
FLED THIS 4 Z lY V 2OL AT
M_ IN Bow OF MAPS AT PAgS
, AT TIE RECl/EST OF TIE
CITY ____ t _ _ LIEIVX, CITY OT
Aso
F
FEE S 1600
LA//H' W. WARD, COrNTY ASSESSOR -CLERK -RECORDED
Au lutLf r WI0/2J , DEPUTY
AAWIVISION1OJARANTEE: CHICAGO !TIE COMPANY
T F5RERY STATE THAT I AMA LICENSED LAM) SURVEYOR OF THE STATE a CALIFORNIA AND THAT THIS MAP CVWSISTI G OF I -/VI (5) SHEETS CORRECTLY REPRESENTS A SURVEY MALE LAVER Mr SU'ERV/SILVV AM IS BASED UPON A FIELD Si -MCI IN CYIFLIMAACT WITH 7If RfAUPTIONTS Or TIE SUBDIVISION MAP ACT AM) LOCAL ORDINANCEAT TIE REDIEST (Fr PARDEE HOES, A CALIFORNIA CORPORATICK IN .IA/JAM/V of 20174, T Ei-mmy STATE THAT ALL TIE LOIII1fNTS ARE OF Elf CHARACTER AM OCCUPY PC PORTIONS IMICATED, OR ALE B /N ACCOPDAMC WITH TIE TERMS OF //I 40%4EN/ A(RE£AEN7 FOR Of MAP. + HEREBY ,STATE THAT THESE / i[IIENTS ARE, CR WILL BE, SIJTICIENT TO ENABLE TIE SURREY 70 BE RETRACED AM) THAT THIS FINAL MAP'JIRSTANTIAILY COVORMS TO TIE CONDITIONALLY APPROVED TENTATIVE MAP THIS SURVEY IS TRif AM COMPLETE AS 9MOMN.

DATED v usi_ I2r' . 2007
LEVI DAVID COX, S. 7930
CITY INDEINDS SeITENYT
1 IEREBY STATE MB ! ►14W EXAMI/ED TEE' WITHIN 514P THAT THE SLBOIVISICN AS SHOWN EEREO/' IS SUBSTANTIALLY TIE SALE' AS IT APPEARED ON PE TENTATIVE IMP OF TRACT AG. 34290, WHICH WAS APPROVED BY Hf BEA.AOWT CITY MUNCIE ON OUCH 21, 2706 AND ANY APN OLED ALTERATIONS HEREOF; THAT ALL PROVISIONS CX TIE' SUBDIJISIOW MAP ACT AV CF TITLE 16 OF Elf BLA!ACYNT MCNICIPAL CO4F APPLICABLE AT THE TIME LW TIE APPROVAL OF DE TENTATIVE YAP hi* 7l cook/to WIT! THAT I AM SATISFIED TFIA1 TIE MAP IS TECTI/ICAILY CORRECT; 71441 71* FLANS FOP MAINS, OP4:/SI E mows, AND SEWERS SUFFICIENT TO PROTECT ALL LOTS IN 11E SUBDIVISION FROM I'OLVS HAVE DEM APPROVS THAT A COMPLETE SET or PLANS TOR 71E C /67RLCTION OF ALL REWIRED IMPROVEMENTS ELMS BEEN FILED PITH TRt COMA NiTY FEV£LO%f,A/T CFPARTLEA'T 4AT) THAT 1/f SAME HAVE &UT CEGTCED AAQ MC OVE1 MD NAT AL1 /WIIOVE7ENTS AWDATMI COMPLETED IN ACET/IANCE WITH THE AMOCO PLANS (N THAT 1/f SUBDIVIDER HAS ENTERED JNT&L AGREEMENT NJ* BC CITY OF BEALMONT COVER//f CsMSETION OF ALL HFROVEAENTS 4M SPEC/fYING Tit TAW TOP C M4.ETIA6 175 545 AS M44Y 81 REWIRED BY 7/f CONDITIONS OF APPROVAL DATED MOON 21 200TH' FOR DEEPAR MOOKIANI, P. C I'. 51047, CITY EAGIAEE'R. CITY OF BEEALUWT DATED '917 64: . 2007
3 .7-77
BY: TEMP/S JAVA, I .5. 635.0
(LTC EXPIRES 12/TT120:

ILWIT CITY 021CII,SHITIFIC4IE
rjoee
1 EC 8r CERTIFY THAT THIS AMP WAS APPROVED BY TEE CITY COUNCIL CF THE CITY Or B -AIM NT OY _ DAY CF r�I� FDNE 2007, AIi) THAT 71f OFFER(S) Or XD/CATION(5) DEPICTED FfREON WERE MT ACEEPTED. PO CITY COWMCIL MAY, IER, BY RESQUTTOY AT ANY LATER DATE, AM WITHOUT F)R71fP ACTION BY TIE 9JBDIVIDER, RESCIND ITS ACTION AHAD ACCEPT TIE FOLLOWING OEDIGATION(S) AM7 IAPROVE/ENTS FOR RELIC USE, WHICH ACCEPTANT SILL BE tfCOTD1r0 1N TIC RIVERSICE country I3rCORLIR.

DC DEDICATION TO FOR STREET MO RELIC UTILITY .RRP7SES, LOT A" StraliV AS OUTAYS STREET 4W LOT B- 4/4/M' AS CARDAMOM C IRT, WITHIN THIS TRACT MAP.

TIE DEDICATION FOR Pat IC UTILITY mews. of (5) FIVE FOOT WIDE EASEMENTS, AS 91001 WITHIN THIS TRACT MAP
TIE RI:FDICATIM CF AN EASEMENT FOR DRAINAGE p/A/P ISCS our so; 24, AS WAR; WITHIN THIS MAP.

THE DfIICATHIV IN FEE STAPLE 0 'G'I 25 FOR OVATNAOT AND LAM)�AP_F M4INTFJNACE PURPOSES. AS OFFERED FOR DEDICATION AND AS ARAN WITHIN THIS MAP. .,) (J DATED I a" .2-7 2007 7 3.

C17 fFRY. CITY OF B"A(AOYWT,
f

RI /FE COUNTY, CALIFORNIA

vice-P.5.65N L '
net @I i /1
A
A
0 •
U
0 0

MON RENT MIES
CIEAOIES 5/8' CD°PEP QAD sTELL PIN 11/1 I/2' BRASS CAP STAFFED L.S. 6185' IN ASPINLT, flL6N, TO 8E S7T PER TRACT 30332-I, 11.8. 321/45-54 MOTES 5/B' COFFER CLAD STEEL PIN 8/I-1/2' BRASS CAP STALPED L.S. 7930', IN ASPHALT, 12(151, TO BE SET PEI? TRACT 31468-1, M.D. 388/1-6 DEMOTES 2' IRON PIE k TAG L.S. 7930', FLUSH. IN TIC'" GROW) OR IN A57 (1L T, AP A LEAD, TAC1I AND TAG "LS 7930" IN covcArrE. TO BE SET PER TRACT 31468-3, U.8. 398/72,89
MOTES 5/8' COPPER CLAD STEEL PIN R/7-1/2" BRA55 CAP STAFFED 1.5. 7930'. IN ASsri1ALT, FEIST, 10 EE 27 PER TRACT 31468-3, Y.B. 397/72-85 DEMOTES 5/B' COPPER CLAD STEEL PIN 8/1-1/2' BRASS CAP STAFFED 'L.S. 7930", IN ASPHALT, FL(94, TO 8E S£T PIER TRACT J7468-6, M.B. 418/01-11 54)411ES POLAR 1CALIENT AS TOTED AND REFERENCE:0 8L0N
3/4" IRON PIPE I7/ RAiL & TAG ILLEGIBLE, LW 0.1" IN LIEU Or 1' IRAN AALE FER P.N.B. 107/45-46 ACCPEPTED AS TIE CINTETfLIIt INTERSECTION Cr JIENIA AIEALE AM) 801 STREET, SET TAG L.S. 7930' 1N F01J1) PIPE. 1/2' IRON PIPE, OWN, LW 0, 6', IN LIEU OF 1/2' IRAN PIPE TAGGED L.S. 1433" FOR S.N. CAP. LOT 7 MOO( 1, SUBDIVISION Or SEETICW 11. M.B. 9/10 5 8. CO., SET TAG 2.5. 7930" IN PLUS) PIPE.
1/2' IRON PIPE 8/ NAIL k TAG STAFFED L.S. T433', DN. 0.5' FOR N.N.

CDR. LOT 7a= 1, DIVISION OF SECTION 11, M.B. 2/70 s.B. 0). 1' IRAs PIPE 8/ PLASTIC PLUG, ELEGIAC, W. 0.4' IN LIEU 0" 1' 1171( PIPE" SIPPED 2.5..7851' PER P.i1.8. 707/45-46 ACCEPTED AS ITC CENTEhl.IW INTERSECTION Or AWRTCAN ATM" AND 8TH STREET, SET TAG L.S. 7930' IN FOLIO PIPE_
1 " ANON PIPE 8/PLASTIC PLUG. ILLEGIBLE, W. 1.8' AC PTEO AS 7Sf SW Cx1R. SEC. 2 PER P.M. B. 86/68, SET TAG "1.5. 7930' IN raw PIPE'. 1" IRON PIPE 8/P'IN IN CCNCRE7E. NO TAG. AN. 0 6', PER TRACT AO. 30332-7, N B. 327/4554, ACCEPTED AS PC C/I INTERSECTION OF OfRRY AVEMf AM) 14111 STREET ANI7 Sf I1 APR. EEC 2, . 677 TAG 1.5. 7930" IN raw PIPE
1" IRON PIPE. AO TAG. AN. 1. 7'. PER TRACT NO. 30337-7, N.B. 321/45-54, ACCEPTED AS S 7/4 CSR., SEC 35, T.25., R.111.. 5.11.11., SET TAG 'L.S. 7930' IN FTZ6C1 PIPE'.

BASIS O" BEARIAVS MOTE
THE BEA/1IAGS FOR THIS SLFI14'Y ARE BASED W TIE LINE BETWEEN STATIOI6 "TRAK" AM) "UM" (POSITICNS PER NCITIONNL GEODETIC SURVEY, 744083, EPOCH 1995.51 AS & MN AN TTf 1,145 FILED IN WOK 102, PAGES 50 77171x7,77 65 O: RECS)71,S OF SIRVEYS IN 7W OFFICE a TIC COUNTY WONDER Or RIVERSIDE WJATY. CALIFORNIA. BEING
►MIN 52'49'02 84" EAST.

Ik1LO ARY AAV S1EET MEDI
iI # ➢ LEWES SICET &AMR
MM.

SEE WIT 3 FOR VICINITY imp, EA$I7ENT NOTES

AND SURVEYOR'S NOTES

IN THE CITY OF BEAUMONT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 34290
BEM A SIMDIVI 1ON OF A PORTION OF SECIION 2, TOWNSHIP 3 SOUTTL RANGE I WEST, SAN BERNARDINO .W ROAN.

MORE PARTICULARLY BEING ALL OF LOT 91 OF TRACT NO. 37468-3, FILED IN BOOK J98, PAGES 72 THROUGH $5, INCLUSIVE OF NAPS !NINE OFFICE OF THE COUNTY RECORDER OF THE COUNTY OF RIVERSIDE, STATE OF CALfORNU.

LEVI D. COX, L.5. 7930
MA MAW 1(4116115)
N 2257398.558
E 6201355.292

T' STAINLESS STEEL ROD

IN LARGE BOILER, UP
114% 50' N. E OF BRASS
DISK STAI PED STA. 57+82.57
PER RS 102/50-65.

TRAKOENNER calm)
N 2171990.406
C 6098762.992
5/8' STAINLESS STEEL EERIER
PLAGIED PIN, MEN. IN SNIDSTLMF

BEDROCK OUTCRO FPING' PER
RS 102/50-65.

DATA TABLE
2 3
4 5
6 7
8 9
10 11
12 13
14 15
16 17
18 19
20 21
22 23
24 25
26 27
28 29

I FEARING/DELTA I RADIUS I LENGTH
{
7485 us 32'LI -' (427.60')R3
(1(85'09'32"E) -- (229.60')R3
(N85.09 '32"E) -- (193..00')R3
(04'27'09") (1500.00')(116.57')R3
(N80'42'23'E) -• (314.40")R3
(06'44'31") (1000.00')(117.67')R3
(11'48'26') (1000.00') (206.08")R3
(N85'4618 -E) -- (47.25') R3
(09'11'53") (525.00') (84 28') R3
(04'20'30") (525.00') (39.78') 713
(04'20'30") (525.00') (39.78') R3
(NO0' 27' 16"E) -- (808.52')R3
(89'59'29') (297.00') (466.48')R3
(N89'32'13'0 -- (1098,19')R3
(N89'32'13"N) -- (659.47')R3
(02'13'49") (3500.00')(136.23')R3
(06'28'07') (3500.00')(395.14')R3
(08'41'55') (3500.00')(531.38')R2
(N89.27. 18-W) -- (267.02')R6
(N81'50'50"W) -- (200.00')R6
(1(89'46'13"W) -- (62.71') R3
(48'41'17") (1069.00')(908.40')R3
(NO0'16'11"E) -- (146.80')R3
(NOW 16.11"E) — (186.80')123
(41'10'01") (1069.00')(768.08')R2
(00'20'28") (525.00') (3.13') R3
.(00'10'25") (525.00') (1.59') R3
(N 89'46'16" w) -- (424.B8')R3
7400'32'42"E -- 43.66'
UW4UULT,No
1'
SEPTEMBER, 2005
4 'E
3 �fE1111
TR.I NO. 131468-8 • TR. NO 31468-7
MB. 418 91 — LM B. 418/12-22 1
SLEET 2 OF 5 SHEETS
4 a 200
GRAM t:C SALE
1'400'
[Tfi. Na 31458-8
M8 448/01-11
SEE LE -74/L
LEFT
89 a # TR. NO. 31468-3
G `C' M.B. 398/72-85

4. co
3 10
2 TR NO, 3 1458--5
MB 414/74--85
COIWAY
L1 1
R. N0, 3 468-4
FM.B 412/16-26
'32'13"W 1757.66'
88 C/L CARNATION I ANE
TR. NO. 31468-3 ay
M.B. 398/72-85
I?. NO 30332-1
M.B. 334/6-58
Nee i2'51.4
C/L 8TH STREET
2401 95' R3
4 N89'46'16'W 1689.56

C/L AMERICAN AVENUE
TR. O. 31893-1
M.B. 372/45-56-
TR. 0. 30332-5j

8. 328/55-64
�ET
TR. NO. 30332-6
.B. 328/65-7J
TR. NO 30 32-
M.B. 334/54-59
N
TR NO. 314.68--1=
M,B, 388/1-6 1

VlCNIY MAP
ra

DATA TABLE
Ca

BEARING/OELTA
RADIUS
LENGTH
1 ! 9'27'18"w'
4 --
194.88'
2 1455.15.17°E
(R�

38.93'
3 58'13'352
(60.00)

60.97'

60.30r
4 1817'01"42 El
—
5 (03'31'00
100.00']

6.14'
ii,
6 r89.27'18.111
—

67.65 7
49'18'SS"w�
—

23.43'
8 NO0432'42'E
—

43.66 9
189'27'18'1
—
110.10'
10 1101'38'11'1
--

50.04'
11 1G9'27'18'W
—
112.00'
0 DETAIL
°S
V
}
R3
R3
R3
R3
R3
R3
R3
IN THE CITY OF BEAUMONT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SWEET 3 OF 5 SHEETS TRACT NO. 34290
BEING A SUBDIVISION OF A PORTION OF SECTION 2, TOWNSHIP 3 SOUTH, RANGE 1 HEST, SAN BERNARDDIO MERIDLIN, MORE PARTICULARLY BEING ALL OF LOT 97 0! TRACT NO. 31468-3, FILED IN BOOK 398, PAGES 72 THROUGH 85, INCLUSIVE, OF MAPS IN THE OFFICE OF THE COUNTY RECORDER OF THE COUNTY OF RIVERSIDE, STATE Of CAL?FORAVI.

LEVI D. COX, L.S. 7930 SEPTEMBER, 2005
2 ■
ir
PP"SLLTINO
94 "—AMARYLLIS ROAD
j T.R. NO. 31468-a
m MB 413/91--102
I58
n

DRAINAGE

1.76 AC.
761
92 159 :58 T.R. NO. 31458-6 154
M.B. 418/01-11
a
753

MISTLETOE DRIVE
738 739 740 147
737 136 135 134
a 6 / 8
LOT `'ter
QUINCE TREET _�, ria QUINCE STREE'1
15 fS 17 18.
gCARDAMEIM COL?RT
LOT E"
2lR2
N89.27'1811 429.65' 3
85 85 8?
88 141
ZI
84 SHAMROCKWAY
IJ3 1Z 84 6.: 82 57
kk
Q,
724
90 4,
97 92
100
99 93 98
94 95
SC
97 121
SEE WET 2 FOR BOLARDARY CONTROL. SIfET
11'IFX MAP, VICINITY MAP, A7 taaiT NOTES, AM)
BASIS OF 8EARIZS AVM -
14 100 0 100 200 30C
SCALE: 1"=100'
EA r AMU
C INDICATES AN EASEACVT IN FAVOR OF TIE CITY Cr BEALWIT ELF ROTC UTILITY P RPOSES AM) TAE UINTENANCE THEREOF.

OEDICATI HEREON.

SI RVF)'AR'S 103TES
7 [) RECORD DATA

2. R1 = DEMOTES RECORD DATA PER TRACT AO. 30332 ',
RECORDED IN NAP BOOK 321, PAGE 45 THY) 54, CF
OFFICIAL RECORDS, COMITY OF RIVERSDE.
3 R2 = DEMOTES REC120 DATA PER TRACT MO. 31468-;,
RECORDED IN MAP BOOK 388, PAGE 1 TIE11 6. Or
OFFICIAL RECORDS, &airy OF RIVERESOE.

4. 83 = DENOTES RECORD DATA PER TRACT AU. 31468-3,
RECORDED IN MAP BOOK 398, PACE 72 1114) 85, OF
OFFICIAL RECORDS, COUNTY Or RIVERSOF-
5 R4 - DENOTES RECORD DATA PER TRACT W. 30332-10,
RELIED IN MAP BOOK 334, PAGE 60 TIM 68, OF
OFFICIAL RECORDS LCLNTY OF RIVERSOE.

8. R5 = CCNOTES RECORD DATA PER TRACT NO. 31893-1,
RECORDED IN MAP BOOK 372, PAGE 45 MU 56, OF
OFFICIAL RECORDS, CYXWTV O= RIVERSDC_

7. RE - DENOTES RECORD DATA PER GRANT DEED DEC 5/1/2073 AS INST. /2003-LJ1100'.

8. (A) _ NOTES 1?ADIAL MAP AC

9. ALL AVINENTS WAN AS SF7 WILL BE SET Wi'4415 LMt YLAP AFTER IHE 4L:1PTAACE (,W 1APROVEIENTS BY CITY .'YXAYCIL.

10. ALL SLAT HIft4fNTS WILL BE SET PER AIHEAS/IR COLNTr STANDARDS. 1l. SET 7 ` IROY PIPE TANG "L . S. 7930" IN GROW, FLUSH, OR A LEAD, TAO( AiD TAG "L -S. 7930", IN CAVLNf7E Al ALL LOT

CORNERS EXCEPT LOT CORERS THAT ABUT A STREET WHICH WILL SC AM18KO ON AN OFFSET INSIDE STREET RIGHT-OF-WAY ON
SILY2/ALAS PRODUCL72, IN TOP CF CLRB, LRLESS OTRERNISE NOTED (AID MIUCNTS WILL BE SET FOR Cr11/ER CUTOFFS, B.C'S. C.C.'S, P.C.C. 'S OR P.R.C. '5 THAT ABUT A STREET WHICH ARE NOT LOT CORTERS IIARKIAG SIDELlIES, LALESS OTHERWISE NOTED.)

72. 0 IADICAIES SET 5/8" COPPER CLAD STEEL PIN 5/7-7/2" BRASS CAP STAVED 1.S. 7930", IN ASPHALT, FLUSH, (RIVERSIDE
OX.1/TY STD. 90, TYPE "8" AKMAENT, )
13 0lIE/CA7E5 SET 2' 7864 PINE k TAG "LS 7930', .FLUSH, IN THE MOOD LW IN ASR/A7. T, LW A LEAD, TACK AM) TAG "LS 7930' IN CCYvCJ EtF,
/
2o;ld 0135669 Lj 2$
C71�1na.1 ;/C302-

'ioor6-o 1355$x! wa
OQ t caked

TRACT ROUNOARY
tIOJE
75B
93 T I? NO. '1455-8
M.B 418/91-102
92 TRACT BOUNDARY
(Na9.27.18'e 194.88') R3
110 -DO'

IN THE CITY OF BEAUMONT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA ' DRAINAGE
re 24
(2.075 4C. 12 g 91.78' .J
O '
N89'27'16'1 W
1 1
M
112' ' 1
8 3 x.

Z
0 179.65'
TRACT NO. 34290
BEING A SUBDIVISION OF A PORTION OF SECTION 2, TOWNSHIP S SOUTH, RANGE 1 WEST, SAN BERNARDINO MERIDIAN.

MORE PARTICULARLY BEING ALL OF LOT 91 OF TRACT NO. 31468-S FILED IN BOOK 599. PAGES 72 THROUGH 851 INCLUSIVE, Of NAPS IN THE OFFICE OF THE COUNTY RECORDER OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.

LEVI 0. COX, LS 7930 SEPTEMBER, 2005
f58
■ • •
TINS
757 756
TI?. NO31453-5i1
M.. B. 41x3/01 -
(N89;6272:81513:1 205.ss') R4 MISTLETOE DRIVE
�
wi
NI
2 N'
N69'27 18"N 317.65'
1 2 §�

61.00'

77.00'

67.65'
N 4
8 +25:!
DRAINAGE _ ..
•'SAC
:14'
w iRL-
112'

67.65'
74 SEE SKEET 2 FOR 1'.ADARY COPT . SHEET
IN0.% IMP, MONUMENT MOTES, AND BASIS Cl" (ARINGS NCIF.

SIT S1fE7 3 FO4 /KIND rr NAP, EASEMENT MITES. AM)
SURVEYOR'S NOTES.

61.00'

81.00'

61.00'
6 - 61.00' `.

61.00 7

67.00'
a
r8 a
- 61.00'
yr
NEW 27'18"1 246.32'
- - - - - - - N�'27_18"1 289.32•
-� QUINCE STREET
16 N ;
LOT "A"
12 61.00'
61,00'
14619'27'18-14130.14'
-
2 10

61.00'
W
•
•YN W
• r1 M
§'

49.00'-
9 .

67.00'
Na9'27'18"W 317,65'
75 75 77 78
SEE SHEET 5
25'
-8 1'
N00'32'42"E

Q QUINCE
STREET
8I
125' l r, N
L I4E `r
v
t I yO
pp2
I kI
738
114
EASDENT 103
i'm) INDICATES 4N EASEMENT IN FAVOR (f TIE CITY LT BEALWGNT FOP SIC UTILITY I4JN SLS AND TIE MAINTENAT,C1: THERM'
DEDICATED HEREON.
40 0
40 SHEET 4 OF 5 SHEETS
80 120
!FAPHIC :ALE
1' 0'

DATA TABLE
°a
8EARING/OELTA
RAD1tBS
LENGTH
1 (N55'15'17'E
--

36.93'
2 58'13'35'
(60.80')

60.97'
3 (1487.01"42'E
--

60.30'
4 03'31'00'
X100.00')

6.14'
5 N89.27'16 *)
-

67.65 6
N49'38'`58"1
-

23.43'
7 N89'27'18'1
--

8.63'
8 N67.01 '42'E
--

46.31'
9 NBTOI'42't
-

13.99'
10 33':56.06"

60.00 35.19'
11 24'37'28"

60.00'

25.79'
12 F455'15'ITT
-

50.34 13
1445'32'42'E
-

25.46'
14 1444'27'18'1
-

25.46'
15 1400'32'42"E
--

86.00'
16 29'.39'31'
100.00'

51.76'
17 N60.53'12"E
-

50.00'
18 I4L19'27' 18`w
--

6.33'
19 N89'27'16'1
-

14.32'
20 88`46'51'

47.00'

72.83'
21 109'57'52"

47.00'

89.36'
22 NOO-32'42'E
---
' 22.00'
23 NO1.36'11'1
--

50.04'
24 N01'36'11'w
-

25.02'
25 NO1'36'11'w
--

23.02'

43.00'
26 N69'27'16'1
--
27 1400'32'42'E
--

43.00'

20.14'
28 N89.27'18'6
--
29 24'01-11-
100.00'

42.10'
30 05'32'20"
100.00'

9.67'
31 11'54'49'

47.00'

9.77'
R3
R3
R3
R3
R3
R3

X006 -Q1356 f
tat; qLI
I
2 N
W
NUL
112'

DRAINAGE
7F 4C.
112.00'
162
13 IN THE CITY OF BEAUMONT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 34290
SONG A SUBDIVISION OF A PORTION OF SECTION 2, TOWNSHIP 3 SOUTH, RANGE I WEST. SAN BERNARDINO MERIDIAN.

MORE PARTICULARLY BEING ALL OF LOT 91 or TRACT NO. 31458-3, FILED IN BOOR 398, PAGES 72 THROUGH 85, INCLUSIVE, OF MAPS IN THE OFFICE Of THE COUNTY RECORDER OF THE COUNTY Of RIVERSIDE, STATE OF CALIFORNIA.

SEE SHEET 4
12 :1
N89'27'18'6
LEVI D. COX, LS. 7930
10 317.65'
SET SHEET 2 FOP HOONDARr CONTROL. S1EET
,'+dkx MAP, ICAIAE8T NOTES, AND BASIS OF BEARINGS NOTE_ 51' SHADE.' 3 FOR rfCINITY AMP, EASEMENT NOTES. ANC+
SIENF!'YMR'S NOTE ;IL
.

67.65 23

61.00'
E.

S 15
tor "8"
u CARDAMOM
W
RP N
M
10 61.00'
15 11
0 COURT

61.00'
17 qNN
'1
SEPTEMBER, 2005
■
nowMILTING
9 III II 89

67.00 49.00
Rr
p a Tit
r•v 4G
F ¢ Y N Q
( 25'
N69'27'18'6 }130.14
A
N I v

43.00`
N89'27'18'W 289.32-4- - -
EI N
N69.27'16'6 246.32'
--61.00'
22 in
21 -61 00'.
20 is

67.65' 61.00' 61.00' 61.00'
(N69'27'18'6 429.65) R3

TRACT BOUNDARY
TR. /VG. 3145.5--5
M B. 418/0V-11
85 84
-49.00

SHAMROCK WAY
19 67.00'
88 6
g r
N
m
a
(N00'32'42`E
91 92
USEJf7VT MINES
40 0
40 80
120

GRAPHIC SCALE
1"=40'

DATA TABLE
)

BEARING/DELTA
RADIUS
LENGTH
1 N45'32'42'E
--

25.46'
2 29'39'31"
100.00'

51.76'
3 N59'47'47'6
--

50.00'
4 209'39'31'

47.00'
171.98'
5 110'04`00'

47.00'

90.29'
6 87'40'43'

47.00 71.92'
7 N69'27.18-6
-

6.36'
B
N00'32'42'E
--

88.00'
9 N44'27'18'W
-

25.46'
10 05'32'20"
100.00'

9.67'
11 24'07'11'
100.00'

42.10'
12 N69'27'16'1
-

20.14'
13 N89'27'18'B
--

14.32'
14 N00"32'42'E
--

22.00'
15 (1400'32'50'E)
--
(43.66')
16 11`54'48'

47.00'

9.77'
V IIIDICATES AN EASEMENT IN FAVOR OF TEE CITY' OF IEALNT:Air FAR PUBLIC UTILITY PLRPOSE.S AND THE MAINTENNACF TIEREOF
DEDICATED I£RTGN.

SHEET 5 OF 5 SHEETS
R3

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

CONSTRUCTION COST WORKSHEET
PARCEL MAP OR TRACT NO.:

DATE:

Tract 34290 (for bonding purposes)
20 -Apr -07
PP, CUP NO.:

BY:

RBF Consulting

IMPROVEMENTS
FAITHFUL PERFORMANCE 100%
LABOR & MATERIALS SECURITY 100%
Construction Costs)
Streets/Drainage
Sewer
Total
Warranty Retension (22.5%)
Street/Drainage Plan Check Fees =
Sewer Plan Check Fees =
Street Inspection Fees =
Sewer Inspection Fees =
163,323.00
163,323.00
36,747.68
4,899.69
8,166.15
O t? Uk.
cl.ZIAKIN Pee-441°fti1b.`61

DESIGN ENGINEERS CALCULATIONS OF IMPROVEMENT BONDING COSTS Construction items and their quantities as shown on attached sheets are accurate for the improvements required to construct the above project and the mathematical extensions using City's unit costs are accurate for determining bonding, plan check and inspection costs.

Above amounts do n include additional 20% for recordation prior to having signed plans Above amounts do not ninclude additional 20% for recordation prior to having signed plans Engineer's Signature Date
David S. Wilson
Name typed or printed
FORM $ UNIT COSTS REVISED 09/06
111
siv4 izari
aftt
Civil Engineer's Stamp
*****PLEASE READ INSTRUCTIONS BELOW*****

1. Quantities to be taken from improvement plans, Unit costs to be as provided on "City of Beaumont Improvement Requirement Worksheet".

2. Show Bond Amounts to the nearest $500.

3. For construction items not covered by "City of Beaumont Improvement Worksheet", Design Engineer is to provide his opinion of construction cost and use of that cost. If City of Beaumont Unit Costs are determined to be too low in the opinion of the Design Engineer, the higher costs as provided by the Design Engineer should be used.
4/20/2007

20 el , by and between the CITY OF BEAUMONT ("CITY") and PistithEE. ! 1v 'ES ("DEVELOPER").

RECITALS

AGREEMENT TO PROVIDE SECURITY FOR IMPROVEMENTS
FOR TRACT MAP OR +RCE F ^^ F OT ^* N
��.L 1 M Al Vll
(Tract Map/Pal c Gl Maa/Plat ]'la�rNo. D1-12.11:0.
}
THIS SECURITY AGREEMENT is made and effective this Ya day of A. DEVELOPER has applied to the CITY for permission to develop certain real property, pursuant to AM No. 34290 ("Map"). DEVELOPER has also asked the CITY to accept the dedication of the street or streets and other proposed public rights -of -way, parks and ecreation facilities, and easements as depicted on the Map and to otherwise approve the Map so that it may be recorded as required by law; and B. The CITY requires, as a condition precedent to the acceptance and approval of the Map and the dedication of the public rights -of -way and easements depicted thereon, that such rights -of -way be improved with (for example) grading, paving, curbs, gutters, sidewalks, street lights, stormdrains, sanitary sewers and appurtenances thereto, street name signs, survey monuments, electrical and telecommunications, water pipes, water mains, fire hydrants and appurtenances thereto, and landscaping (collectively, "Improvements"); and C. The Improvements have not yet been done or completed and it is the purpose of this Security Agreement to set forth the terms and conditions by which the DEVELOPER shall guarantee that such Improvements shall be constructed and completed within the time set forth herein.

AGREEMENT
NOW, THEREFORE, in consideration of the acceptance of the DEVELOPER's offer of dedication and the approval of the Map for filing and recording as provided and required by law, the CITY and the DEVELOPER hereby agree as follows:

1. Provision of Improvements. DEVELOPER shall provide, at the DEVELOPER's sole cost and expense, all necessary labor and materials to complete the construction of the Improvements depicted on the Map and described in the conditions of approval of the Map within one (1) year of the date of this Security Agreement.

2. Inspection by the CITY. The CITY shall inspect, at the DEVELOPER's sole cost and expense, all of the work, labor and materials performed and provided by the DEVELOPER in connection with the Improvements.

3. Compliance with Plans and Specifications. The Improvements shall be constructed and installed in strict accordance with the CITY -approved plans and specifications. 1

4. Securitv for Performance. Concurrently with the execution of this Security Agreement by DEVELOPER, DEVELOPER shall deliver to the CITY a performance bond or bonds by one or more duly -authorized corporate sureties (or other security as authorized by Government Code, Section 66499) in substantially the form attached hereto as Exhibit "A", in an amount that is not less than 100% of the total estimated cost of the Improvements. The estimated amount shall be adjusted to account for inflation and other cost increases.

5. Security for Laborers and Materialmen. The DEVELOPER shall also provide a bond or bonds by one or more duly -authorized corporate sureties for the security of laborers and materialmen, which bond or bonds shall be in substantially the form attached hereto as Exhibit "B" and made a part hereof. The amount of the bond(s) shall be no less than 100% of the total estimated amount needed to secure payment to the contractor, to the subcontractors, and to the persons furnishing labor, materials, or equipment to them for the Improvements. The estimated amount shall be adjusted to account for inflation and other cost increases.

6. General Liability and Worker's Compensation Insurance. The DEVELOPER shall, before commencing any work, obtain commercial general liability insurance (primary) of not less than 52,000,000.00 per occurrence for all coverages and $2,000,000.00 general aggregate. The CITY and its employees and agents shall be added as additional insureds.

Coverage shall apply on a primary non-contributing basis in relation to any other insurance or self-insurance, primary or excess, available to the CITY or any employee or agent of the CITY.

Coverage shall not be limited to the vicarious liability or supervisory role of any additional insured. Coverage shall contain no contractors' limitation endorsement. There shall be no endorsement or modification limiting the scope of coverage for liability arising from pollution, explosion, collapse, underground property damage or employment -related practices. Such insurance shall not prohibit the DEVELOPER, and its employees or agents, from waiving the right of subrogation prior to a loss. The DEVELOPER waives its right of subrogation against the CITY. Unless otherwise approved by the CITY, the DEVELOPER's insurance shall be written by insurers authorized to do business in the State of California and with a minimum "Best's" Insurance Guide rating of "A:VII." Self-insurance shall not be considered to comply with these insurance specifications. The DEVELOPER agrees to require all contractors, subcontractors and other parties hired for the Improvements to purchase and maintain insurance of the types specified herein, naming as additional insureds all of the parties to this Security Agreement. The DEVELOPER shall, before commencing any work, obtain Worker's Compensation Insurance in an amount required by law and, failing to do so, the CITY may procure such insurance at the cost of the DEVELOPER.

7. Indemnification. Notwithstanding the provisions of Government Code, Section 66474.9 or any other statutes of similar import, and to the full extent permitted by law, the DEVELOPER shall defend, indemnify and hold harmless the CITY, its employees, agents, officials and attorneys, from and against any liability, claims, suits, actions, arbitration proceedings, administrative proceedings, regulatory proceedings, losses, expenses or costs of any kind or nature, whether actual, alleged or threatened, actual attorneys' fees, court costs, interest, expert witness fees and any other costs or expenses of any kind whatsoever, without restriction or limitation, incurred in relation to, as a consequence of, or arising out of or in any way attributable actually, allegedly or impliedly, in whole or in part, to the Map, the Improvements, this Agreement, or any matter related to the same.

8. Procedure for Release of Security. The security furnished by the DEVELOPER shall be released in whole or in part in the following manner:
a. Security shall be released upon final completion and acceptance of the Improvements. If the security furnished by the DEVELOPER is a documentary evidence of security, such as a surety bond or a letter of credit, the CITY shall release the documentary evidence and return the original to the Surety upon final completion and acceptance of the Improvements. In the event the CITY is unable to return the original documentary evidence to the Surety, the security shall be released by written notice sent by certified mail to the DEVELOPER and to the Surety within 30 days of the acceptance of the Improvements. The written notice shall contain a statement that the work for which security was furnished has been completed and accepted, a description of the Improvements, and the notarized signature of an authorized CITY official. b. At such time as the DEVELOPER believes that the work for which the security was required is complete, the DEVELOPER shall notify the CITY in writing of the completed work, including a list of work completed. Upon receipt of the written notice, the CITY shall have 4S days to review and comment or approve the completion of the Improvements. If the CITY does not agree that all work has been completed in accordance with the plans and specifications for the Improvements, it shall supply a list of all remaining work to be completed.
c. Within 45 days of receipt of the CITY's list of remaining work, the DEVELOPER may then provide cost estimates for all remaining work for review and approval by the CITY.
d. Upon receipt of the cost estimates, the CITY shall then have 45 days to review, comment, and approve, modify or disapprove those cost estimates. The CITY shall not be required to engage in this process of partial release more than once between the start of work and the completion and acceptance of all work. e. If the CITY approves the cost estimate, the CITY shall release all performance security except for security in an amount up to 200% of the cost estimvte of the remaining work; PROVIDED, HOWEVER, such partial release shall occur only when the cost estimate of the remaining work does not exceed 20% of the total original performance security. Substitute bonds or other security may be used as a replacement for the performance security, subject to the prior written approval of the CITY. (NOTE:
a reduction in performance security is not, and shall not be deemed to be, an acceptance by the CITY of the completed Improvements, and the risk of loss or damage to the Improvements and the obligation to maintain the Improvements shall remain the sole responsibility of the DEVELOPER until all required Improvements have been accepted by the CITY and all other required Improvements have been fully completed in accordance with the plans and specifications for the Improvements.) 3

f. The DEVELOPER shall complete the works of Improvement until all remaining items are accepted by the CITY. Upon completion of the Improvements, the DEVELOPER shall be notified in writing by the CITY within 45 days and, within 45 days of the date of the CITY's notice, the release of any remaining performance security shall be made within 60 days of the recording of the Notice of Completion.

9. Procedure for Release of Payment Security. Security securing the payment to the contractor, his or her subcontractors and persons furnishing labor, materials or equipment shall, after passage of the time within which mechanic's liens and stop notices are required to be recorded and after acceptance of the Improvements, be reduced to an amount equal to the total claimed by all claimants for whom mechanic's liens and stop notices have been recorded and notice thereof given in writing to the CITY, and if no claims have been recorded, the security shall be released in full.

10. Security for One -Year Warranty Period. The release procedures described in paragraphs 8 and 9 above shall not apply to any required guarantee and warranty period nor to the amount of the security deemed necessary by the CITY for the guarantee and warranty period nor to costs and reasonable expenses and fees, including reasonable attorneys' fees.

11. Binding Effect. This Security Agreement shall be binding upon and shall inure to the benefit of the parties hereto, their legal representatives and their successors and assigns.

12. Authority to Execute. The DEVELOPER hereby warrants and represents to the CITY that the individual signing this Security Agreement on behalf of the DEVELOPER is vested with the unconditional authority to do so pursuant to, and in accordance with, all applicable legal requirements, and has the authority bind the DEVELOPER hereto.

13. No Assignment. The DEVELOPER may not assign this Security Agreement or any part thereof, to another without the prior written consent of the CITY.

14. Attorneys' Fees. In the event of legal action to enforce or interpret this Agreement or any of its provisions, the prevailing party shall be entitled, in addition to any other form of relief, to recover its reasonable attorneys' fees and costs of suit.

15. Execution in Counterparts. This Agreement may be executed in counterparts, each of which shall be deemed an original, but which together shall constitute a single agreement.
4

Title: _V ,'t
IN WITNESS WHEREOF, the parties have caused this Agreement to be executed as of the date first above written.

CITY OF BEAUMONT
133(
Mayor,/
DEVELOPER:

By
Q25"
5

Sundance Tract 34290 Streets/Drainage Bond #: 52BSBDL9439 Pardee Job #: 192212 Premium: $817.00
T "_"

PERFORMANCE BOND
WHEREAS, the City Council of the City of Beaumont, State of California, .and Pardee Homes (hereinafter designated as "Principal") have entered into an agreement whereby Principal agrees to install and complete certain designated public improvements, which agreement, dated 20_ , and identified as project
, is hereby referred to and made a part hereof; and
WHEREAS, .Principal is required under the terms of the said agreement to furnish a bond for the faithful performance of said agreement...

NOW, THEREFORE, we, the Principal and Hartford Fire Insurance Company as Surety, are held and firmly bound unto the City of Beaumont (hereinafter called "City"), in the penal sum of ** dollars (S163,323.00 ) lawful money of the
United States, for the payment of which stem well and ,oily to he made, we hind ourselves, our heirs, successors, executors and administrators, jointly and severally, firmly by these presents. ** One Huhdred Sixty—Thinee Thousand Three Hundred Twenty —Three and No/100's Dollard The condition of this obligation is such that if the Principal, his or its heirs, executors, administrators, successors or assigns, shall in allthings stand to and abide by, and well and truly keepand perfonn the covenants, conditions and provisions in the said agreement and any alteration thereof made as therein provided; on his or their part to be kept and performed at the time and in the manner therein ;specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the City, its :officers, agents and employees as therein stipulated, then this obligation shall become null and void; otherwise: it shall: be and remain infull force and effect.

As part of the obligation secured hereby and in addition to the face amount specifiedtherefor, there shall be included costs and reasonabte expenses and fees, including reasonable attorney's fees, incurred by the City in successfully enforcing such obligation, all to be taxedas costs and included inany judgment therein rendered.

The Surety hereby stipulates: and agrees that no change, extension of time, alteration or addition to the terms of the agreement or to the work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the agreement or the work or to the specifications.

IN WITNESS WHIEREOF, this instrument has been duly executed by the Principal and Surety above named, on May 7 , 20 07 .

PRINCIPAL:

Pardee Humes /1- jiartforV 4Fire I>:nsvrance Company
SURETY:

By lj � 1�' By
Title „ J n Arvin, Sr. Viitee..P esident TitleRana V. Amaya, 19, torney—in—Fact 6

Sundance Tract 34290 Streets/Drainage
Pardee Job #: 192212
EXHIBIT "B"
Bond #: 52BSBDL9439
Premium: $neluded in
Performance Bond

BOND) FOR SECURITY OF LABORERS AND MATERIALMEN
WHEREAS, the City Council of the City of Beaumont, State of California, and Pardee Homes (hereafter designated as "the Principal") have entered into an agreement whereby the Principal agrees to install and complete certain designed public improvements, which agreement, dated , 20 , and Identified as project , is hereby referred to and made a part hereof; and
WHEREAS, under the terms of the said agreement, the Principal is required before entering upon the performance of the work, to file a good and sufficient payment bond with the City of Beaumont to secure the claims to which reference is made in Title 15 (commencing with Section 3082") of Part 4 of Division 3 of the Civil Code of the State of California.

NOW, THEREFORE, the Principal and the undersigned as corporate surety, are held finely bound unto the City of Beaumont and all contractors, subcontractors, laborers, materialmen, and other persons employed in the performance of the said agreement and referred to in Title 15 (commencing with Section 3082) of Part 4 of Division 3 of the Civil Code in the sum of ** dollars ($ 163 , 323 .00 ), for materials furnished or labor thereon of any kind, or for amounts due under the Unemployment Insurance Act withrespect to this work or labor, that the Surety will pay the same in an amount not exceeding the amount hereinabove set forth, and alsoin case suit is brought upon this bond, willpay, in addition to the face amount thereof. costs and t'eAsonabie expenses and fees, including reasonable attorney's fees, incurred by the City in successfully enforcing this obligation, to be awarded and fixed by the court, and to• be taxed as costs and to be included in the judgment therein rendered. **One Hundred Sixty Three Thousand Three Hundred Twenty -Three & No/100's Dollars It is hereby expressly stipulated and agreed that this bond shall inure to the benefit of ally and all persons, companies, and corporations entitled to file claims under Title 15 (commencing with Section 3082) of Part 4 of Division 3 of the Civil Code, so as to give a right of action to there or their assigns in any suit brought: upon this bend_
Should the condition of this bond be fully performed, then this obligation shall become null and void, otherwise it shall be and remain in full force and effect.

The Surety hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the agreement or the specifications aecotnpanying the sarne shall in any manner affect its obligations on this bond, and it does hereby waive notice of any such change, extension, alteration, or addition.

IN WITNESS WHEREOF, this instrument ft s been duly executed by the Principal and Surety above named, on May 7 , 20 0 .

PRINCIPAL:

AL:

SURETY:

By
l.vin, Sr. Vice President Title Rana V,, Atria ,. tto ev- .n-Factr 7

POWER OF ATTORNEY
JOW ALL PERSONS BY THESE PRESENTS THAT:

Direct lnquiries/Claims to:

THE HARTFORD
BOND, T-4
690 ASYLUM AVENUE
HARTFORD, CONNECTICUT 06115
call: 888-266-3488 or fax: 860-757-5835
Agency Code: 52-817304
Hartford Fire Insurance Company, a corporation duly organized under the laws of the State of Connecticut Hartford Casualty Insurance Company, a corporation duly organized under the laws of the State of Indiana Hartford Accident and Indemnity Company, a corporation duly organized under the laws of the State of Connecticut Hartford Underwriters Insurance Company, a corporation duly organized under the laws of the State of Connecticut Twin City Fire Insurance Company, a corporation duly organized under the laws of the State of Indiana Hartford Insurance Company of Illinois, a corporation duly organized under the laws of the State of Illinois Hartford Insurance Company of the Midwest, a corporation duly organized under the laws of the State of Indiana Hartford Insurance Company of the Southeast, a corporation duly organized under the laws of the State of Florida having their home office in Hartford, Connecticut (hereinafter collectively referred to as the "Companies") do hereby make, constitute and appoint, up to the amount of $2,000,000:

William A. Bryan, Steven Davison, Rana V. Amaya
of
Federal Way, WA
their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as delineated above by ®, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law.

In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on July 21, 2003, the Companies have caused these presents to be signed by its Assistant Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney.

Paul A. Bergenholtz, Assistant Secretary

STATE OF CONNECTICUT
SS.

COUNTY OF HARTFORD
On 4t" day of August, 2004, before me personally came David T. Akers, to me known, who being by me duly sworn, did depose and say:
that he resides in the County of Hampden, Commonwealth of Massachusetts; that he is the Assistant Vice President of the Companies, the corporations described in and which executed the above instrument; that he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority.

Hartford
fo1867 ^
Lall PI
David T. Akers, Assistant Vice President

CERTIFICATE
Scott E. Paseka
Notary Public
My Commission Expires October 31, 2007
I, the undersigned, Assistant Vice President of the Companies, DO HEREBY CERTIFY that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is still in full force effective as of Signed and sealed at the City of Hartford.

Gary W. Stumper, Assistant Vice President
POA 2003

CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
jstate of California
,ounty of Los Angeles
On May 11, 2007, before me, Sherrie Jossen, Notary Public, personally appeared John Arvin, Sr.

Vice President, personally known to me to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument.

SHERRIE JOSSEN
Commission # 1423346
Notary Public - California
Los Angeles County
My Comm. Expires Jun 9, 2007
WITNESS my hand and official seal
Sherrie Jossen
Notary Public in and for said state.

OPTIONAL
Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form.

DESCRIPTION OF ATTACHED DOCUMENT
Title or Type of Document: City of Beaumont, CA — Bond #52BSBDL9439 Additional Information: Sundance Streets/Drainage
Date of Document: May 7, 2007 Number of Pages: 2
Signer is Representing: PARDEE HOMES
Signer(s) other than named above: Rana Amaya, Attorney -in -Fact for Hartford Fire Insurance Company

CAPACITY CLAIMED BY SIGNER
Name of Signer: John Arvin
Signing As:

INDIVIDUAL
x CORPORATE OFFICER TITLE: Sr. Vice President

THUMB PRINT

QIGHT THUMB

PARTNER(S)
LIMITED ❑ GENERAL

ATTORNEY -IN -FACT

TRUSTEE

GUARDIAN/CONSERVATOR
OTHER:

CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
State of California
County of Los Angeles
On May 11, 2007, before me, Sherrie Jossen, Notary Public, personally appeared Rana Amaya, Attorney -in -Fact, personally known to me to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument.

L

SHERRIE JOSSEN
Commission # 14233A
Notary Public - Califon
Los Angeles County
My Comm. Expires Jun 9, 2007'
WITNESS my hand and official seal
Sherrie Josser(
Notary Public in and for said state.

OPTIONAL
Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form.

Title or Type of Document:

Additional Information:

Date of Document:

Signer is Representing:

DESCRIPTION OF ATTACHED DOCUMENT
City of Beaumont, CA — Bond #52BSBDL9439
Sundance Streets/Drainage
May 7, 2007
Hartford Fire Insurance Company
Number of Pages: 2
Signer(s) other than named above: John Arvin, Sr. Vice President for Pardee Homes Name of Signer:

Signing As:

CAPACITY CLAIMED BY SIGNER
Rana V. Amaya
Attorney -in -Fact for Hartford Fire Insurance Company

INDIVIDUAL
CORPORATE OFFICER TITLE:
❑ PARTNER(S)
❑ LIMITED ❑ GENERAL

X ATTORNEY -IN -FACT
❑ TRUSTEE
❑ GUARDIAN/CONSERVATOR
❑ OTHER:

THUMB PRINT

IGHT THUMB

BEAUMONT
City of Beaumont
550 E. 6th Street
Beaumont, CA 92223
(951) 769-8520
www.ci.beaumont.ca.us
Case No. }_O
Receipt No. Q,.(R pia
Fee $ ETD
Date Paid Oi a
if\v.2l1 (O

BOND EXONERATION APPLICATION
Bond Type: ❑Performance ©Maintenance ❑Final Monument Inspection ❑Other:

1. Contact's Name Rick Rush

2. Contact's Address 1250 Corona Pointe Court Suite 600 Phone (951) 529-7795
Corona, CA 92879
City/State/Zip

5. Contact's E-mail [email protected]

3. Developer Name Pardee Homes Phone (951) 529-7795
(If corporation or partnership application must include names of principal officers or partners)

4. Developer Address Same As Above
City/St/Zip

5. Description of Bonds (including Bond Number, Tract Map/Application number, Lot number, and description of improvements covered):

Bond #5072636-M
Street & Storm Drain Improvements (Locals) Maintenance Bond File #1505 (Sundance) Tract 31468-5

6. CERTIFICATION OF ACCURACY AND COMPLETENESS: I hereby certify that to the best of my knowledge the information in this application and all attached answers and exhibits are true, comple , correct.

Rick Rush
I
Print Name and Sign — Contact/Applicant
08/27/2020
Date

7. Contractor shall indemnify, defend, and hold harmless the City and its officers, officials, employees and volunteers from and against any and all liability, loss, damage, expense, costs (including without limitation costs and fees of litigation) of every nature arising out of or in connection with contractor's performance of work hereunder or its failure to comply with any of its obligations for which this Bond exoneration is requested, except for such lo iamage whit s caysed by the active negligence of the City.

Rick Rush
Print Name and Sign — Contact/Applicant
08/27/2020
Date

8. Developer/Contractor has completed all the following items prior to requesting release or has included them in the application.
• Remove and replace concrete and AC as needed where lifting. • Provide AC crack fill as needed. Crack fill/seal shall be hot asphaltic emulsion. • Provide Type II slurry coat for all road surfaces.
• Restore/Verify pavement striping/markings.
• Restore/Verify blue dots and signage as needed.
• Clean and camera sewer. Provide report and video copy of camera survey. • Provide all final geotechnical reports.
• Provide Engineers' certification for line and grade within Right -of -Way. • Provide Landscape Architects Certification as required.

Rick Rush 1
Print Name and Sign — Contact/Applicant
08/27/2020
Date

BEAUMONT
Punch List
Project Name: Street and Storm Drain Improvements
PW2020-0539
Inspected By: Jason Craghead
Item
No.
1 2
3 4
5 6
7 Description
All lots in 31468-5, Private Drain through
Curb missing Polyethylene sealer per
Riverside County Std. No. 310
Crack Seal/Slurry Seal entire 31468-5
Tract. Larger cracks may need AC repair
before Slurry
All Driveway Approaches are not in
compliance with Riverside County Std. No.
207
S/W corner of Billberry/Burgundy Rose,
Curb Ramp not in compliance with
Riverside County Std. No. 403 Case A
S/W corner of Burgundy Rose/Ardith Ct.

Curb Ramp not in compliance with
Riverside County St. No. 403 Case A
S/W corner of Burgundy Rose/Saffron Ct.

Curb Ramp not in compliance with
Riverside County Std. No. 403 Case A
N/E corner of Ambrosia/Buttercup, Curb
Ramp not in compliance with Riverside
County Std. No. 403 Case A
[COMPANY NAME]
Bond No. 5022636
Page: 1 of 1
Completed by
Construction
(Sign/Date)
Tract No. 31468-5
Date: 8/8/24
Accepted by
(Sign/Date)

aundama,1018901 PA 18171801314885 S0eelWrelnapa M811. Eland No: 5099035-M Pardee Job 19 70499003 Premium: 91.070
Bond Safeguard Insurance Company
601 Oakmont Lane, Suite 400, Westont, IL 60559-5570

MAINTENACE BOND
KNOW ALL MEN BY THESE PRESENTS, that we PARDEE HOMES, as Principal, and BOND SAFEGUARD INSURANCE COMPANY, authorized to do business in the State of California, as Surety, are held and Poorly bound unto CRY OF BEAUMONT, as Obligee, in the sum of :

Two Hundred Thirty -Seven Thousand, fight Hundred Forty -Six and 491100'0 DOLLARS (5237,848.49), lawful money of the Untied Sales of America, for which payment well and truly to be made we bind ourselves, our heirs, executors and assigns, Jointly end severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the above bounden Principal shall in a0 things stand to and abide by, and well and holy keep and perform, a9 covenants, conditions and agreements contained In an Agreement with the said Obligee as is more specifically set forth in said Agreement, to which reference Is hereby made end more fully described below:

Sundance, Larkspur PA 18 /Tract 314684 Streets-Orelnage Maintenance IT IS FURTHER UNDERSTOOD AND AGREED that the period of this bond shall be from to . The Surety's liability is limited to claims made during the term of the bond and shall not exceed In the aggregate the penal sum of the bond specified herein.

This bond will not respond to any liability which arises from design, maintenance or efficiency guarantees.

SIGNED, SEALED AND DATED THIS 88m cloy of August, 2011.

PARDEE 'TOMES
I
John rain, Sr. Vwn President

BONDSAFEGUARD INSURANCE COMPANY
By: 1-- /ilf/rdJ'✓r•-11442attrl
Melissa Schmidt, Attorney -in -Fact

POWER OF ATTORNEY AO 1660
Bond Safeguard INSURANCE COMPANY
KNOW ALL MEN BY THESE PRESENTS, that BOND SAFEGUARD INSURANCE COMPANY, an Illinois Corporation with its principal office In Lombard, Illinois, does hereby constitute end appoint: •9anrue xnee.scrl"'1. x..mndw,><Masm rtue l°'°'' xdY A. Guth=Flaw Mao. Antra 1. MCm,4Mduw arMaaAod E AmAgno.nnnha A Bak Tame M. %Awl is true end lawful Attorrmy(s)-In-Fed to make, execute, seal and deliver or, and an its behell as surety, any and all bonds. undertakings or otter writings obligatory in nature of a bond.

This authory Is made under and by the authority of a resolution which was passed by the Board of Directors of BOND SAFEGUARD INSURANCE COMPANY an the 7th day o1 November, 2001 as follows:

Resolved, that the President of Ste Company is hereby authorized to appoint and empower any representative of the Company or other person or persons as Attorney -In -Fad to exeane an behalf of the Company any bonds, undertakings, policies, contracts of Indemnity On other writings obligatory in nature of a bond not to exceed S1.000,000.00, One Million Dollars, which the Company might execute 111/0050 IB duly elected officers, end affix the seal of the Company thereto. My saki execution of such documents by an Attorney -In -Fed shall be as bindng upon the Company as II they had been duly executed and acknowledged by the regularly elected officers of the Company. Any Attorney -In -Fact. so appointed, may be removed for good cause and the authority so granted may be revoked as specified In the Power of Attorney.

Resolved, that the signature of the President and the seal nt the Company may be affixed by facsimile on any power of attorney granted, and the signature of the Vine President. and the seal at the Company may be affixed by facsimile to any certificate of any such power end any such power or certificate bearing such IanNmile signature and seal shall be valid end binding en the Company.

Any such power so executed end seated and certificate so executed and seated shall, with respect to any bond or undertaking to which i1 is attached. continue to be valid end binding on the Company. IN WITNESS THEREOF, BOND SAFEGUARD INSURANCE COMPANY has caused this Insbument to be signed by lie President, and Its Corporate seal to be affixed this 7th day el November, 2001.

BOND SAFEGUARD INSURANCE COMPANY
BY
David E. Campbell
President

ACKNOWLEDGEMENT
On Mb 7th day Of November, 2001, before me, personally came David E. Campbell to me known, who being duly swam, did depose and say that he is the President of BOND SAFEGUARD INSURANCE COMPANY, the corporation described in and which executed the 0000a instrument: that he executed said Instrument on behalf of the corporation by authority of his office under the By-laws of said corporation.
'OPFICIAL SEAL"
MAL-REEN K. AYE
Notary Public, State of Illinois
MY Ceemissian Expires 09121113

CERTIFICATE
�V
aureen K. Aye
Public
I, the undersigned, Secretary of BOND SAFEGUARD INSURANCE COMPANY, An IBnois Insurance Company, DO HEREBY CERTIFY that the original Power of Attorney of which the loregolg is a true and correct copy, is in full force and effect and has not been revoked and the resolutions as set forth era now In force.

Signed and Sealed at Lombard. 1111000 this th Day 01 August 2011 f
Donald Cr. Buchanan
Secretary
"WARNING: Any person who knowingly and wan lnumt to defraud any haul tenths pony or otter person, tiles
ebnication eenon for
Insurance
a statement M Maim containing any materially false Inlormetlon, or concea s purpose o m ng enY fad
•
metedai thereto, commits a fraudulent immense white is a crime and sublet's such person to criminal and dell Renames.' os

CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT
State of California
County of Los Angeles
On Aunuat 8. 2011, before me, Jose A. Tobar, Notary Public personally appeared John Arvin, who proved to me on the basis of satisfactory evidence to be the persons whose names are subscribed to the within instrument and acknowledged to me that they executed the same in their authorized capacities, and that by their signatures on the instrument the persons, or the entities upon behalf of which the persona acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.
la" k105511
Commission a 1991919
Notary Public • COMP,
Los ArgelK Prm-Of —
M Comm Ea I a W 29.!911

WITNESS
d official seal
Jose A. Tobar
Notary Public in and for said State.

OPTIONAL
Though the data below is not required by law, army prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form

DESCRIPTION OF ATTACHED DOCUMENT
Title or Type of Document Maintenance Bond —City of Beaumont Sudan= —PA 18 Tract 31468-5 Sneem-Drainage
Signers are Representing: Pardee Homes
Sipper(a) otter man named above NA

CAPACITY CLAIMED HY SIGNER
Name ofSigoer(s): John Arvin
Signing as: Sr. Vice President, Pardee Homes

STATE OF ILLINOIS )
} S.S.

COUNTY OF COOK
On August 8.2011 before me, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared Melissa Schmidt, known to me to be Attorney -in -Fact of Bond Safeguard Insurance Company the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument, and known to me to be the person who executed the said instrument on behalf of the said corporation executed the same.

IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in this certificate above.
n ission Expires on November 29, 2012
Peggy Faust, Notary Public

OFFICIAL SEAL
pEGew
NOTARY OCarrC
Y COAMBSaCN EXPRESNO ENEEa ta tats

July 26, 2011
Mr. Deepak Moorjani
Director of Public Works
City of Beaumont
550 E. 6th Street
Beaumont, California 92223
Dear Mr. Moorjani:

This letter is written to request the exoneration of Pardee Homes' performance bond for Tract 31468-5 PA 18 (Street/Drainage) in the Sundance project as listed below:
• Bond Number 5022636 for Sundanee Tract 31468-5 PA 18 (Street/Drainage), for $1,057,09553, issued July 27, 2006
A copy of this bond is attached to this letter and a check for $350.00 is also included to cover reduction fees. Pardee is replacing this bond with the following, also attached:
• Band Number XXXXXXX for Sundancc Tract 31468.5 PA 1B (Street/Drainage), for $237,846.49, issued MMMM XX, 2011
Per discussions between Pardee Homes, Richmond American Homes and the City of Beaumont, Pardee will he able to reduce this bond to 223% of the original amount and be plated on the maintenance period as long as Richmond American bonds for 200% of the remainder of the improvcmenta. Richmond American has already placed Bond No. 8228-44.05, dated April 27, 2011, in the amount of $727,000, also attached hereon, with the City of Beaumont. Per the discussion between the parties, Pardee will remain on this maintenance bond until after Richmond reduces their bond and finishes their I -year maintenance period as well. Pardee will then go through the normal exoneration process.

Please let me know if them am any further issues that need to be addressed in order to reduce this bond and have Pardee on the maintenance period.

Sincerely,
Thuc Miyashiro
Land Development Manager
Cc
10800 Wilshire Doulewnd Suite 1909 Los Angeles, Call rola 900241310) 475-3525

r PardeeHomes
August 11, 2011
Mr. Ilccpak Moorjani
Director of Public Works
City of 6caumont
550 E. 6tl( Street
Beaumont, California 92223
Dear Mr. Moorjani:

This letter is wrinen to request the exoneration of Pardee Homes' performance bond for Tract 31468-5 PA 18 (Street/Drainage) in the Sandaeac project as listed below:
• Bond Number 5022636 for Sundance Tract 31468-5 PA 18 (Street/Drainage). for 01,057,095.53, issued July 27, 2006
A copy of this bond is attached to this letter and a check for 5350.00 is also included to cover reduction fees. Pardee is replacing this bond with the following, also attached:
• Bond Number 5022656 -MX far Sundance Tract 31468-5 PA 10 (Street/Drainage), for 5237.846.49, issued August 8.2011
Per discussions between Pardee I turves. Itichmund American flames and the City of Beaumont.

Pardee will be able to reduce this bond to 22.5% of the original amount and be placed on the maintenance period as long as Richmond American bonds for 20056 of the remainder of the improvements. Richmond American has already plated Bond No. 8228.44-05. dated April 27. 2011, in the amount of 6727,000, also attached hereon. with the City of Beaumont. Per the discussion between the parties. Pardee will remain on this maintenance bond until atter Richmond reduces their bond and finishes their I -year maintenance period as well. Pardee will then go through the normal exoneration process.

Please lo me know if there are any further issues that need to be addressed in order to reduce this bond and have Pardee on the maintenance period.

Sincers1yy� �/y/J 44
Thuc Mtyashiro
Land Development Manager
Cc
10880 Wilshire Bon evnrd. Spire 5900, Lae Angeles. California 90024 5310) 472-3555 Page I of 1

Sundia100 7m50149e6PA 15 (610333.3001335) Bond 06:0022038 710666 J00e0211 Prenbm: 35014.00
Bond Safeguard Insurance Company
1919 S. Highland Ave. Bldg. A, Ste. 300, Lombard, IL 60146

FAITHFUL PERFORMANCE I LABOR AND MATERIAL BOND
KNOW ALL MEN BY THESE PRESENTS, that we PARDEE HOMES, as Principal, and BOND SAFEGUARD INSURANCE COMPANY, euthor¢ad to do business in the State of California, as Surety. are held and firmly bound unto CITY OF BEAUMONT. as Obligee. In the sum o1:

ONE MILLION, FIFTY SEVEN THOUSAND, NINETY FIVE AND 5328006 DOLLARS (81087,098.83), lawful money of the United Sate. of Amedce, for which payment well and truly to be made we bind ourselves, our heirs, executors end assigns. jointly end severalty, firmly by these presents.

THE CONDITION OF THIS OBLIGATION 15 SUCH THAT, 8 the above bounden Principal $hall in all things stand to end abide by, and well and truly keep and perform, at covenants. conditions and agreements contained In an Agreement with the said Obligee as is more specifically set form in said Agreement, to which reference is hereby made and more fully described below:
eraMsnco Wad 314584 PA 18 (Shee11Dralnagel
IT IS FURTHER UNDERSTOOD AND AGREED that the period o1 fits bond shall be from _ 10 . The Surety's liability Is limited to claims made during the term of the bond and shall not exceed in the aggregate me penal sum of the band specified herein.

This bond will not respond to any bab0ty which anew from design. maintenance or efficiency guarantees.

SIGNED. SEALED, AND DATED THIS 27' of July 2005.

BOND SAFEGUARD INSURANCE COMPANY
Melissa S mldt, Attorney -in -Fact

Cherry Valley

VINELAND ST
Beaumont

DUTTON ST
INTERSTATE 10

VICINITY MAP
NTS
LEGEND
FINISHED SURFACE. FS
GRADE BREAK GB....®

HIGH POINT HP

TOP OF CURB TC
FLOrdJ1NE .........................FL DRIVEWAY DWY
LOW POST..._.........._.....LP WATER METER 1MA
PROPERTY LINE je TELEPHONE BOX. GTE

RIGHT OF WAY RAP WATER VALVE WV

CURB FACE CF VAULT VET
EDGE OF PAVEMENT -.-EP POWER POLE PP
FINISHED GRADE...........-.FG AGGREGATE BASE A8
LOCAL DEPRESEON.._.._..LD TARNGENT......................_...- T

DOSTTNG ELEVATION

FINISHED ELEVATION

PROPERTY LINE

CENTERLINE

RIGHT-OF-WAY (TIM
EAST. WATER LINE
EXIST. BLOCK WALL
EXIST. GAS LINE
EXIST. ELECTRICAL LINE (EDITION) _ ., -E- - - -

EASEMENT LINE
POINT OF VERTICAL INTERSECTION PM OR PI _....... ...A

NATURAL GROUND NG

PORTLAND CEMENT CONCRETE -PLC

ASPHALT CONCRETE AC
100.50 , (100.50)
+101.50
Banning
W LSON ST.

RAMSEY ST
CONSTRUCTION contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sale and complete responsibility for lob site conditions during the course of construction of the project, Including safety of all persons and property, that this requirement shell be mode to apply continuously and not be limited to normal working hours, and construction contractor further aggress to defend, Indemnify and hold design professional harmless from any and oil Iloblity, real or alleged. in connection with the performance of work en this project, estimating Ilabllty arising from the sole negligence of design professional.

UNAUTHORWD CHANGES & USES The engineer preparing these plans will not be responndble for, or liable for, unauthorized changes to or usm of these plans.

All changes to the plans must be In writing & must be approved by the preparer of these plans.

DECLARATION OF ENGINEER OF RECORD:

I HEREBY DECLARE THAT IN MY PROFESSIONAL OPINION, THE DESIGN OF TINE PAPROIE5'ENTS AS SHOWN ON OLESE PLANS COMPLIES WITH THE CURRENT PROFESSIONAL ENINEETdNG STANDARDS AND PRACTICES. AS 7HE EARPIECE IN RESPIVSBLE CHARGE OF THE DESIGN OF THESE 1MPROVDYENT& I ACCEPT FULL

RESPLWIBITY FOR SUCH DESIGN I UNDERSTAND AND ACJMONLEDGE THAT THE

PLAN CHECK OF THESE PLANS BY THE CITY OF BEAUMONT IS A RENEW FOR THE With PURPOSE OF d61ARING THAT THESE MANS COMPLY P0194 QTY PROCEDURES

AND OTHER APPLICABLE CODES AND ORDINANCES THE PLAN REVIEW PROCESS IS NOT A DETERMINATION OF THE TECHNICAL ADEQUACY OF THE DESIGN OF THE LMPROVEMENTS.

SUCH PLAN CHECK DOES NOT THEREFORE RELIEVE ME OF MY DESIGN RESPONSIBILITY.

AS THE ENGINEER OF RECORD, I AGREE TO DEFEND AND INDEMNIFY THE CITY OF

BEAUMONT, ITS OFFICERS, ITS AGENNTS, AND ITS EMPLOYEES FROM ANY AND ALL UABILIIY, CLAIMS

DAMAGES OR MIRES TO ANY PERSON OR PROPERTY ARISING FROM NEGLIGENT ACTS, ERRORS OR

OMISSIONS OF THE ENGINEEROF RECORD, HIS EMPLOYEES HIS AGENTS OR HIS CONSULTANTS SIGNATURE ny1.1,N .- DATE: enlAofi
LICENSE Na 1SXyl ETA - A.3...31110
BORN

CONTAINED WHIN THESE PLANS

SHALL NOT COMMENCE UNTIL AN
ENCROACHMENT PERMIT AND/OR .4
GRADING PERMIT HAS BEEN ISSUER).

PC RELAX MOM SM.NA9 ME PAWS K
NINFO GO E FOR ASSUFAVG II2ACLLWICr Nit
WI EPEIBDD' OF THE DESIGN IRFEXN. NON
EVDIr GE AGeNDIN en 'AGM Ar/ER CYO'
APPOOVAL CR ROW CNNSRROCRA'L nE
nessTE ENCWED7 ROLL HE RLm'ONSHLE TAN

CEIDNIIMIC AN AC'CEPRARE SOLUTION AIM
& N1W THE MADG FOR APPRIZED Al ME Of

DIGAILERT

DIAL TOLL FREE
1(800) 227-2600

BASIS OF BEARINGR
DESCRIPTION:

BASED (XI TEE LINE GTiEEN STATIONS
'VAC MO 'LATH (POSITIONS PER
NATICIVAL GEODETIC SIRES. NNW,
EPOD1 1895.5) AS BONN OR Y.B. 102.

M t �tb WWaa9kB Ilse caper' PASES 50 TIRCOEN 65 IF IE:E SIN caper AEOTiEBYS (EPSON OF
RIVERSIDE WLTNTY. CALIFRWIA
UNNEIGNXIO GET= MEW OF/0.010x COMMA
BEING: N 52'49'02.84" E
11/
WY
1-Q
tr) and

BENCHMARK CITY OF BEAUMONT
DESC>2PDON.• NO. 07.A . 82
A-3/.9' BUSS CAP NATAIAE7NT APRIE0
'CITY B.Y. 7'. LOCATED AT RE S.E.

QRAQ7 14TH AND PENIS7EVANIA AVE.,
59 FT. S'LY AM 22 FT. E'LY DF
CEME7SIAE INTERSECRQV. 2 FT. S'LY ETA
OF B.G.R.

ELEV.= 2678.277 (1982)

CITY OF BEAUMONT, CALIFORNIA
Street Improvement Plans
TRACT 31468-5
LOCATED WITHIN THE NW/4 OF SECTION 2, T 3 S, R 1 W, SBM

IN THE CITY OF BEAUMONT, CALIFORNIA
Park
1UUP OR $
ENGINEER � REVISIONS
11M ROWER DR

01. .�-
SNAPDRAGON 1NY

INDEX OF SHEETS
SHEET

DESCRIPTION
1 TITLE SHEET
2-6

STREET IMPROVEMENT PLAN
7 STORM DRAIN IMPROVEMENT PLAN
UNCLUp N \4/
u1 ,
A.,
r• wMl . se a.e s) wen si �
it r
1 Al vl~A>,A Sr I a.
rT`Tn I
BR7PHIC SCALE
Sty
■ ■4 ■

CONSULTING
N

TYPICAL STREET SECTIONS
NTS
RAT 50. RA7
120' SETBACK
oelertCN OR D7AWAG4
nowTTY7tc.L)
CFMG W21'
OW:11.49 (15
015' 17.91 CF5
W21'
515 11.49 CK3
49m. 17.91 LFS
,.ACT BOUNDARY
20' SEIBAOE
4O S5OYER B•
22 AB
6' CURB O BITTER-'
50' (Local Shad)
Nat To Scala
` 9AIRMINEMIENSIABI tYINTEEi T
&RTBR IPWAYAA IEINC0uRT
A1ISIC61A SEEEF • SAFFRON COURF
11=5.5
E'LY 0/11
R
B
iS'
r >>e'
ERjltllle DNDENTS
LM IrO
ES FIG
_3/' 7' 7

LIMIER FS
• CL
EX.LEDIAN U7M8' !
38'
a1'
GENERAL NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION, AT (951) 769-8520

2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, 'LATEST EDITION; COUNTY ORDINANCE NO. 461

AND SUBSEQUENT AMENDMENT

3. AU. UNDERGROUND FACRITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PANDAS THE STREET INCLUDING. BUT NOT UNITED TO, THE FOLLOWING; SEVER. WATER, ELECTRIC, GAS & STORM DRAIN.

4. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION. REGULATORY. GUIDE AND WARNING SIGNS WITHIN THE PROJECT UNITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR 7HE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL MAPLETION AND ACCEPTANCE OF THE PROJECT BY THE CITY.

5. ANY PRIVATE DRAINAGE FACIUTES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING THESE IMPROVEMENT PLANS. NO REVIEW OR APPROVAL OF THESE PRIVATE FACIUTES ARE IMPLIED OR INTENDED BY CITY OF BEAUMONT PUBLIC WORKS DEPT.
15'

6. IT SHALL BE THE RESPONSIBIUTY OF THE DEVELOPER/OWNER OR CONTRACTOR APPLY TO THE CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT, PERMIT SECTION. FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE

RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMIT MAY BE REQUIRED.

7. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. & AU. STREET SECTIONS ARE TENTATIVE ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REOUIREMENTS USE RCM STANDARD NO. 401 IF' EXPANSIVE SOIL ARE ENCOUNTERED.

9. IT SHALL BE THE RESPONSIBUTY Of 114E DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461.

10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF

0.05 AND 0.03 GALLON PER SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37. 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS.

11. AS DETERMINED BY THE PUBLIC WORKS DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR

ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT,

INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX.

12. CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE EUMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF

INTENT (NO) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPP) AND MONITORING PLAN FOR THE SITE.

TS. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND MARKINGS NOT INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS Oft ON ROADWAYS ADJACENT

TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF THE DIRECTOR OF PUBLIC WORKS OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER THE JURISDICTION OF THE DEVELOPER.

14. EXISTING STORM DRAIN PIPES / CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, ADJUSTED,

DRAINED TO, OR JUST IN THE PROJECT VICINITY) MUST BE REPARED, AND /OR CLEANED TO MARE THEN FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE PUBLIC WORKS DEPARTMENT..

15. ALL STORM DRAIN, CATCH BASINS AND STORM WATER RUNOFF STRUCTURES 11111 BE PROVIDED WITH ADEQUATE CAPABDITES TO FILTER AND RETAIN SEDIMENT AND GRIT, OIL ANO GREASE. TO PREVENT

POLLUTION IN STORM WATER RUNOFF IN COMPUANCE WITH THE CITY OF BEAUMONT'S BEST MANAGEMENT

PRACTICES AND THE BEAUMONT DRAINAGE MASTER PLAN FOR STORM WATER AS WELL AS BEST MANAGEMENT PRACTICES IDENTIFIED IN 7HE CURRENT REPORT OF WASTE DISCHARGE FOR RIVERSIDE COUNTY PERMITIEES.

16. DEVELOPER SHALL BE FULLY RESPONSIBLE IN ASSURING THAT PROPOSED IMPROVEMENTS CONFORM TO 1HE APPROVED PLANS. SPECIFICATIONS AND CITY OF BEAUMONT STANDARDS. WHERE DEVIATIONS EXIST, DEVELOPER SHALL PROPOSE CORRECTIVE MEASURES FOR RENEW AND APPROVAL BY THE CITY.

17. THE CITY RESERVES THE RIGHT TO REQUIRE REVISION OF THE APPROVED PLANS TO CONFIRM TO CURRENT STANDARDS AND TO POST A NEW BOND. IF CONSTRUCTION HAS NOT COMMENCED WITHIN TWO YEARS AFTER PLANS WERE APPROVED.
1& TRENCHING FOR UTIUTES AND STRUCTURES IS NOT ALLOWED UNTIL SOIL COMPACTION REPORT IS SUBMITTED TO AND APPROVED BY THE PUBLIC WORKS DEPARTMENT.

19. SIDE WALKS AND DRIVEWAY APPROACHES WILL BE POURED/CONSTRUCTED ONLY AFTER DRIVEWAY LOCATIONS ARE DETERMINED.

E'LY R/IT R
1''

6.5111 10'

TC'19.36' to.2f
-0.35'
WAGED DIRT FILL' ' ' - 6'CLB
PA
...JTCLIF LOT
-YEN. 10' TIDE
M:

STARLIGHT AVENUE 5'M EWER 10'4.11 FB
(SEE SEPARATE PLANS - NOT INCLUDED iN THIS CONTRACt)
Not To Scale
STA. 19+10.00 TO 59+04,02
11=7.5
'MANNINO ■ oeeio,• a aoeerrnuanaN
74110 COUNTRY CLUB DONS SURE 201
PALM DISERM. CALIFORNIA 92230482.5
76034-7481 • FAX 753.341133316 • wvoRBF.Ean
/411, 4417- DOM 0/ltt 6A
MICHAEL 8. SUTTON RRffi Na 57667 6AP. 12-21-07-
GONSTRJQTIGN NOTES'& OUANTiTY ESTIMATES
NO

DESCRIPTION
UNIT
QTY.

Q
O SITET CT 4'AC OVER 8• CLASS IT, AGERISATE BASE.

SF
130.791
os0TI6LT 6" TYPE A-6. G SL B SIFTER. PER MUM OF
RIVERSIDE STD. NO. 200.

LF

7.348
O
RI�I E SID. NS. TEDR CROSS SINTER & 208Ap. EL, RR COMM O EA

2.400
RI R SID 40101IN LED). )• PER CONY OF
LF
38,041
fre
0001111.CF CRIB MAP. CAM A, PER OOMY OF
RIVETBIDE SID. N0. 403.

EA
El
fret
ER DEEP STD. OR ASS

VENDS CATCH BASIN,NY

PER STREE SITTER
((CASE
RA
2 O

CONSTRUCT MINTY F RIVERSIDE FORCURB BASIN,
311 C).

EA
El
B
-al,
INSTAL N 8113.STREET LADE 5191 PER COURT CF RD' SIDE STD.

EA
7 (j
INSTAL STREET LIBR PER EYSILIE SREEr LIST FUNS.

EA
B
OBSTRUCT 30" RCP OR CIPP (DRAW PER PROFILE).

LF
729
MY RFC
OBSTRUCT CATCH BASIN ND. 1. PER C MD
B 5T0. Dog. M. 08100 (I B Y PER RAN).

EA
2 NM
CONSTRUCT JLICTICN SIMULATE NJ. 2,
PER RffC B TND STD. rm. ND. ASS.

EA
1 _
CONSTRUCT YTIi'D5 90. 1, PER WIC
e MD SID. BUD. N0. MQ51.

EA
I
i
R.lewed By:Dommenied
for Ammo/ By
SCALE
(8 /MIEN) Approved
PLOT ORME _ _
C7/l l /SlEW _ LL. • o/ Beaumont nt Pubic Works Crotziknort 350 E. NV s7A•FI .Lo NAZI ffaaan% Oh 87TH
0100664 EnckworingOA48fOn IELINO, TE8-At10 • FAX(96ljNNANA a fOA:

0.10 7/0/06
'�-e3--•

CITY OF BEAUMONT CALIFORNIA

STREET & STORM DRAIN IMPROVEMENT PLANS
TRACT 31466.5
EET
GENERAL NOT S• VICINITY MAP
NAG= ,I11BN DE M/4 or SEDUM 2. 13 S. R 1 I. DV
11E CDT7 LF BA.,pr4 GLS"tANA
Pardee Homes
SHEET
MEET & SD\ 8 ST5O1.DWG MIGUELLOPE2
1 OF7 SHEETS
BRIM Ave
66451891 on
-'rr. a eCir5 T r'

10 11
12 13
14 16
TRACT 31469-6
SEA LAVENDER LN 8?�_
IN 5r H
13TI ECAA ¥ 58
1 254;121
1 I II ri! \1
1 1 41

41.17)

0.$7

SEA LAVENDER LN
NOTE
WORK CONTAINED R1774M THESE PLANS

SHALL NOT COMMENCE UNTIL AN

ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.
7RE MOTE MOWER 3.1591 Dar MIAS TS
RE LPONGE'E FOP A005191 THE ACCUSI6Y AN
ALTI:PM9e11Y Of TIE DEEM 491591E N 1791
EMIT OF OVRAEPAAOES ARMS A•7N CM.

AMRMI! MIMEO 6665LOR04 OIE
PRIME MEMO SMIL BE REISPN15EIE FIN
007569 140 AP ACCEPTABLE SOURER AND
MESH ROE PINS FOR APPAIXED BY 77E LY7Y.
59 LIATRIS WAY
TRACT 31468-5
60 I 6T
:ftC
)7.00'
V
! 1
4 ga 1lP
30 29 25
62 TRACT 31458--5
53'-
27 DIGIT
DIAL YOU. FREE
1(800) 227-2600
Atom 4 o waft O11e
U®NIa aSEDERAle9CPEam611DIA ON
BASIS OF BEARINC6t
DESOBPDM^
91500 Ol RE LIRE LERS}7V STATIONS
TRAM AM 'WTH' (POSITION lER
NATIONAL GEDOET1C ARMY, NA083.

EPOO4 1995.5) AS WOO EN Y.B. 102.

PAGES 50 11110161 65 OF RECORDS IN

COUNTY WORRY S OFFICE OF
RIVERSIDE 07LNTY, CALIFORNIA
BEING: N 52'49'02.84" E

BENCHMARK CITY OF BEALANONT
DESOMPROIL NO. 07.A.82
1W8' suss GIP Y]M99IT AWED
CTTY B.N. 7'. LOCATED AT TTE S.E.

CORNER 14TH MO PFNSYLYANIA AVE..
59 FT. S'LY AIO 22 FT. ELY 06
CENIERLIAE INTERSECTION. 2 FT. S'LY
OF B.C.R.

ELEV.- 2678.277 (1982)
87 RAM
OCKPIPmN

REVISIONS
an
*oat.
46 L4e .64 1A'Rl IM.

L5 25 Q INIERSECT*T N
■ ■ •

CONELILTINO

DATA TABLE
L 1
1 a A
RADIUS
LEACTH
T F94JJ
P W1
1 —
F ..i
—
.T r
L•�
3R I 58 j..;..
1000
1,78.'
C7 49 E
—
86 31
_ —
R1
• 39 36
—
—
E7
b! : F >i
= .m
7 j�tY:C2l
1 —
EA .6D
11 �i
—
i�t
ET:`>IL1�ue3
.• I•
F
a 37F7it•s:14r'
M " 23 13

34.00 48..
.
0249
EU
—
tf-' YAIIw�
c� �--�
12 E
�'iiEF
ilil[c•
.71
ie..�
=�i'.f.�'-�•S.' t
—
.91

53.,

91.51 ..

0.65 6 102
PLANNINO ■ R¢R19N ■ CONSTRUCTION
J
utcHAEL S. SUTTON
7410 009117RY CLUB OAK SUMP 20I
PALM OE6EAT, CAIFORNIA 92260-184
790.046-7491 • FAX 7039482315 • YYMAABFrECI
611E o7 11
BCE IS 57461 . I2 -01-N
DESIGN 9Y:
9197
CRAIN 130

IYEREIIC
ammo B/:

NOS
SOLE

1.- RD.

PLOT DATE
071T1VMS
2251�m664
BaEA11ed Os
Axammended
08ML TO15 BY
C4' of 899E+7M1TL
Engineering Melee
pecP1LF .06., s+
• HCNI4 1''. 40'
,4RT.• T' - 4'

CONSTRUCTION NOTES
Q =SIR= 4'AC DYER 8'CASS II AGATE BASE.

COISA= TIRE A-6 GUS 6 GUIIER, PER 07MY
OO If RIVERSIDE STD. RC. 200.
=MN=CMS GUTTER, PER CROT Y OF
w CUMa1RIVERSIDE SID. ND. 209 t 209A.

W CONSTRUCT Ci annum 51�7G7. 40l(EImIFIm)) PER DIRTY
INSTALL SWEET ME SIGN POI COUNY OF RIVBBIIE STD.

Q N0. 816.

Q INSTYI SREET LIAR PER SEAM STREET LIGHT 9.MS.

GRAPHIC SCALE
0e m Vim
Dear 11 _4
L 550 E. BON 59EET
112223
7¢TAS1IRP}ROEE/AIGNT8 . '7)709

CITY OF BEAUMONT, CALIFORNIA

STREET IMPROVEMENT RANG
TRACTS/488.6

LIATRIS WAY
OTk 104001015PL504
LLG2CD III DE N/4 15 50 2, T 3 0. R I R. BEN
IN THE C11T IF IEM:RT9_u
Pardee Homes
•
SHEET/
2 OF 7 SHEETS 2
99LR961i
66451502.4.*
FOE IO_A ['FLc

Al lire To Wig Oroc
IIOBOYIIDBRaAI.n W rpWGO a.nM
15 3 l T
16 DATA
TABLE
_
n
- m
aAQILPa
PH
T1V46ENi
mom
N10 p
'656� -
2 o 31 2 4
175+A0'
1 ;
,Af,llS
3 e. 36
'
1'

62.1 T'
49'14 306
- 1
8 8 11 �"1$
-
44-71'
-
_ QJREEEpE

44. sy
26 C)
25 AWE

CONTAINED NIH/N THESE PLANS

SHALL NOT COMMENCE UNTIL AN

ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.

BE REAM EMBER NAM RE:SE RAM IS
RESPONSIBLE FOR ASSC6r/C 77E A06t59CV AM7
ACLEPT.LLWIY CF 7HE DE9f3I 16010 N RE
BENT OF 079RFPAh/NS IAMB ARM an'
ARROW. OR mew CWNSTRO DOV. IK
PRIAM IN NE7P HOLE SE SWEDE F69
UE7ERINATIC AN ACCeTANE SOLWAY AIM
7/B .ASS FOR.IIN'M715. BY ME LOS
23 10 z7•6Gd1a
17 IOW
b 19
mg
SS
[4;
21 18
20 38.44'
N4 -9.5i
F1-2619. 13
19 20
21 BURGANDY ROSE LANE
ARDJTJh CT. §
! 1 L4I1S.5?,..1171!
65 IV
g1
11+41.35 BCTT
TC 2649.97
48195 !YATOYN9E
I. • OWE
/4

DATA TABLE - (XINTINIJED
�•-
Ili 5 i
Llii.
]TAMi
iIOetT.'sI
ca
REMARK
clamnEHILIUmlananimmAEssmnion
mEiF
rlFJ1g
eM
ll al
I
I[Es
flrIE:I♦ Frjn..m
f,'
ik_a
Eta
tr 66 ES IS
MA3c.1l
EEE .b.iIE
Llff7A
..�
tr 08 a 16
llIWIH
E4-IEI7mmans
IAWL
li
•1caREEr:i12.LL
. I'
I
a-1 O B 18S
0 25A 25.00
EEEEEF )[Cl�lnlaini
1t T;'_: ••tl .;
EE:•I

6.108
86 01.5V-

25.00 E.I[ I=E:IN
l
tr . i,
1 . .00
an .

I II WTI Wri :il
N! _
-
6 71
iffilil
E�J
1F 7i
1EE ?1B
EI>f :1 ?E d:1r
Digiu.ERT

BASIS OF BEARINGS

DESCRPTIOM
BASED OV DE LIFE 0EREEN STATIONS
771.V. 1 43 ..- 'IRAK' AM 'DAM" (POSITIONS PER
NATIONS/ EMETIC SI.RVE5. NAM,
1(800) 227-2600 DWI 1995.5) AS DOD ON N.B. 702,
PACES 50 TIMM 65 OF RECORDS IN

COUNTY RECORDER'S OFFICE OF
RIVERSI0 COUNT, CALIFMVYIA
BEING: N 52'49'02.84" E

BENCHMARK CITY OF BEAUMONT
OEm6P112V• NO. 07.A.82
1-S/8- MSS CAP DINAINT EWE
CITY B.N. r. LOCATED AT TIE S.E.

COE'ER 147N ANT FENV9/1.VANIA AVE.
59 FT. S'LY MD 22 FT. ELY CF
CENTERBE INTERSECTION, 2 FT. S'LY (F -.-
OF -_-
BT 76491
ELEV.= 2678.277 (1982)
MINER

REVISIONS
ax
69 11448.36 EIF
IC 3630.47
18 70
17 3$ E
71 _17•39.42
N rr j

1.42 16
23 SgFFRO TRACT 31468-5
II11 H cT.

I/11
76 DATA TABLE - CONTINUED
0 DELTAJW
RADIUS
LENGTH

TAACENT
FEI.I RI
40 NO "W 18
-
40-91'
-
4Ya? k.4111.
41 q. 10 8•
107.0'
MAO

4.73 42
M 36
-

25.33 -
..
43 o• 51
1239.00'
6'/9.65'

59.6I44 '
2{{�
118.21'
-
'
45 a• 05 51
a
172.84'
S�
48 e. 00.4 96'30'

05.00 4.
=!
47 M 25 00 02 E
-
:55
-
maroons ■ o[rlon • CONSTRo6TICN
74110 CAMAY 01.1.13 DWYE 51117E 401
PNN DESERT. CALFORISA 0228.%35
780-4.7461 • FAX 7130346/5135 • nwwBW'am
Q SUT8lIT
102/ te.
1501171
101
13 I �
C N 11.1610-i:

I
24 ,*efe'
77 550 E. S6I 374/7
EENAOB, tl NUJ
?11(i7TI94A-4C2Y • FA7(981I161. dB&
25 28
CANsTRUC'naN NOTES
Ot CC N1Yg3(T 4'AC OVER 8' CLASS II, AMEBAE ELSE.
© COSTS= 6' TYPE A-6, CUSS ! GUM. PER COUNTY CF
RIEEISIOE STD. DO. 200.
ell CCP:31RM RI DE SIDS. CUTTER
� ! 2095 • PER CANNY CF
1CT SIDEMLK(81DD[[NH FEN PLAN). PER CC124IY CF
vi RIVERSIDE STD. 1O. 401(YODIFIED).
403. RIVERSIDE SID. !O. RASP. CASE A, PER 0016717 IF
C0�61liUCF 0R7ER DEPRESSION 106 CMS IS CATCH IN.
0 PER CURT OF RIVERSIDE SM. ID. 311 � BASB),
QB ISNTA9L 31WIT NIlE SIM PER RIMY IF RIIER,STDE SID.IO916. 0 INSTAL SWEET LISlE PFR SP95916 STREET LTSR RA/5.
78 11
40 40 a:
6RAPHIC 9C.ILE
DWG IIIOUELLOPEZ 7/11/Ctl a:01 am
CITY OF BEAUYIONT. CALIFORNIA
S7iTee7 OSPROVESENT PLANS
TRIRCT 811Q8.5

BURGANDY ROSE LANE
STA: 0515011046.9679
.,TM IN 71E 14/4 IT SL' 2. T 33, R I r, SI
74114 C17.0" ENA8T5. 04
Pardee Homes
S
OF 7 SHEETS
Duns wad
60ASI50T.,/,
• "8-05
=

I
10 109
108
�FiI3
tlgg
BUTTERCUP WAY �1I

WORK CONTAINED INNER THESE PLANS

SHALL NOT COMMENCE UNTIL AN

ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.

THE MIME 099X97 men 7RLSE HAWS
5S QVSSE IVA AMMO 771E =Lade ANO
AIX. C4517T 0 764E LES O OVOOR N RE
son OP VISCRERWCIES AQSON AHER an
APPROIML OR RPM CONS710011EN OE
P ST ENGINES' 11971 BE 1110005510?
0771000747, AN AOCfPGME SOLWNV 010
5/590 764E FIND FOP MARRED BY 764E ale.
11 C' LEFT
Ti
12 13 14

AMBROSIA STREET
C/
BISMLO/tAARaCIR

DATA TABLE

Pa 01.-AL`f11rg1:1
i.iSISE.11i7i.S71a:9TL
I
11R:,iR•57tIr_i.41
SS!' W1Mr--ili—
-1
-
PirIRS:WIIE(flCS _T
Ina9FIAIIYIISISI RERE4
-iMIBMi
i7mC ]Cil E
Yy7FAr•:1-
t[1
107i7F3c
Riit
1- )LTEIsim �a
;Ell
xl arssFframe aii
;1
ii i
R1E1�,
-'w..11411.1 1

40. ' 1 iIIIIIMm
_____

SLIEIKIMUIPAS
A ;AM 1,

.:31
Mr; cif'>AIVNI
fISRF',Y-�lL'7f--
lii—_--
SI:1 27R13:I1
WIZ .201
i�tslil•ri *C.1 ?) BURG

ROSE LAI
��k'wAL+ts� IB' f8. 7
11 11.

LY f `BRA. 49 80;
S 1] TC; r
R 12.75.155 RILEEi:RV ST.

Ill! rata") ROEE
FS 28{5.27, Q INS.

Il F T s°s.'!
BURGANDY ROSE LN.
40 0 40 80 7z0

GRAPHIC SCALE
CITY OF BEAUMONT. CAUEORNIA
STET IA/PROVEN?, PLN4S
TRACT 81468-5

AMBROSIATREET

BILBERRY STREET
STWA,0000 TO 784978 & 9)4881 T01E.895
LOCOED 111 RE 7141E SEC I. 75 S. E 1 I, �1
I9 M GM CF 814777017. GA _ _ W.

Pardee Norms
SHEET
4 OF 7 SHEETS
STREET & SD\6645T504.DWG MIGUELLOPEZ 7/11/06 9:01 am
0 B
-
LINN ME :4
86451524-O

265
2655
26 97
4c9 1s�
cc : Dc
10 11
19 14
15 18
18 18
19 Ogre
605K

WORK CONTAINED WHIN THESE PLANS

SHALL NOT COMMENCE UNTIL AN

ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.

RE 01610.7E DA'OEFR Wag 71428E RUNS 6
A£97006&E 01171311!711 DE leCURACY AND
AMlP001OY OF ilff OC20N 1131000 N RE
EVENT C6 06cREAVIC6S AR6NC AMR 0210
APPROVAL OA 0108117 6166110C11014 1110
0161111E 049005 SN1L BE RONOISASE RIP
01210106/0 AN AUEPiAR£ $ LLMON AND
161666 114E PLANS FOR 14140.£11 BY RE OM

BUTTERCUP WAY

DATA TABLE
Q
DELTA
RADIUS
LENGTH

TANGENT

FFAOAFX
I
A5I'i 'f
-
260.78'
-
'A-
AP 54'27�.'Btk ,..53}AA3555'
306.0G'
T76.855. 16'
154.M: __
i
3aI. Ob '
17304'
145.35
'�,'"E•

72.78 5
14 -
CEN1 EILB1E
70 X1 r
1111 3p•qR
-
.29
277 •
-
cm 9 AMER
a 54271 38
318.00'
302.26
773.84'I
> . 5Y
226.00'
759.01'
739.45'
-
per
Ils.Syi
038 ! 9ilE'riR
-
?�.*.TS''
-
0115 6 AfC1ER

1. 25¢¢2.00'
2I6�8.06'
1,44.5.1122'
--
- •
32�i.%
'22.54'
23 •6 : I,

38.43'
O!E NOUS
24 25.00'

39.27'

25.00'
25 2 42 -

64.00'
-
ClF0 81,9TMER
MI I 2T�3., 19
107.00'

19.40'

9.73'
27 1470 49t
-

40.W
-
•'
102
103
TRACT 31458-5
r
104
,v1
a 88
•1000- ."1I6B6 35
I.YII.Y':3.Itli
:1Y"110d' _ic
bO ELF
9271J1'.K3.603_
�- I --11c RICH

BUTTERCUP WAY
107
83 TRACT 31468-5
108
10141.16 TIR
TC 2665.23
FL 2684.73

14.77 00 AUTC7111P41
83 .• 817 414
DI
ALERT

DIAL TOLL FREE
1800) 227-2600

BASIS OF BEARING&

DEIDWPTIOM
BASED C4 THE LEAE EEIIEF74 STATIONS
TRAK" AND lung (POSITIQS PER
NATION! GEODETIC SIRIEY, NA083,
101004 1995.51 AS SHOW CN Y.R. 102,
M 01 Oro PACES 50 1/901614 OF 01100X10403 IN
moire 6 R'S CFFICE Cr
RI9ERSRE C LNTY, CALIFORNIA
NtOBERU O OM= ALERT OF 901MIERN CNE91I1
BEING: N 52'49'02.84" E

BENCHMARK CITY OF BEAIAAONT
DESCRIPTION NO. 07.A.82
1-3/9' BRASS CAP MOVE 0NT EUR100
'CITY B.Y. 7'. LOCATED AT TIE S.E.

CORER 1414 APL) PFM8YLPARIS AVE.
59 FT. slr A14)22 FT. ELY OF
0908011E INTERSECTION, 2 47. SIT 21"
SE B.C.R.

ELEV.= 2678.277 (1982)
BY
MARX
OF 2011206
APPEL
OWE
ENONE7R

REVISIONS
0170
4• • • is

CONSULTING
vuNN.NN • OU .ON ■ OONRVPUCTM14
744911 COUNTRY CLUB OWE. SURE 201
PALM 0E5FFF. CALIFORNIA 96260.1655
7OMO-7481 • FAX 760940.35 • w331130mm
6 SUTTON
96,E ir[11100.
920 140 51667 op. 3-71-07
LE519, 8Y:

GR
au•I eP.
0£11® MB
MSS
SCALE 40'
PLAT DAZE:
07/11/2006
dB 61HR
20100664
RBWnwORwornmeaded
B1F
far APProva BP
0T8 of 8004,006* Public %Wks
EngInclechg UhIBla7
ir18 I 9.'1
II
AMBROSIA ST.

FL
106
.G r .w?_ ;-
Eir
Ft r 10.19.

F a27-56_
.

13.4 20 21

CONSTRUCTION NOTES
lO CONSMULT 4'AC 0600 8' CLASS 11. ACCRECAIE B.

CIY&IS01 CUB y' TYPE A-6, B 8 GUTTER, PER Miry cc
0 RIVERST1E STD. 10. 200.

R8
ff
RIV SMD. N3.(401�IFIED %• PER COIMY
CI STICICT QBB RAW. CASE A. PER CURRY OF
Q RIVFASIDE STD. AO. 403.

O N10W818 STREET FM$104 PER COREY OR R,VB211E SID.
0 IISTALL STREET !Tarr PER SEPARATE STTEEr LTrFR RNS.

TIGER FLOWER DR.

N,1 11 � ;1 1
1i
iI2' 1 28' ,I 28' ,41121

I II I II
C3ti SCR
TL zg3S�96
FL .20oN 46 .
s
GER FLOWER DR.
40 40 4 •
U'L
ate 44/06
are �jEi'tY

0.'7.131•06
370 E. EN 1/17

18.410017. 20 �I
TEL(951)019-1520 • FAS(9M}!TP.M6PI

CITY OF BEAUMCNT, CALIFORNIA

STREET IMPROVON&IT PLANS
TRACT 31188.6
BUITkTB UNAY
8SO

11.41.111.00
LOCATE, IN 11E 71/4 6&11 2 71 88. R 2 I. SRI
iN 010 CITY CF 18111041, q
Pardee Homes
SHEET
CADO\EAND\OLVNJMPROVE\STREET & SD\B84ST505.OWG MIGUELLOPEZ 7/11/06 00 7 SNEETS r
91404101490
-6.57606.6m2 0
X FILE 0)1534.

10 11
12 10
11 12
597e
60RK CONTAINE0 261111N THESE PLANS

SHALL NOT COMMENCE UNIX AN

ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS SEEN ISSUED.

ME MATE E 0'001E6 SWAG WOE PUNS 6
RfSPOWLE 793.4656700 DE ACCEMLY AND
13 10741Y OF RC 6ESXi7 6488014 WINE
E2F17 OF 061,E'PM'01S NOSING AF787 1177
AMMO 0R CORM CQNSIRLCIWN 7701
PROW880193118076677720893005887012001768
0[7090876 AR ACCFPIAW.E =WON NW
082660 DE PUNS FOR APPRO6O BY IRE 110:

GRLPEIEC SOLE
67 Bo
i
C 1(OH
l._

ARDITH COURT
66 TRACT 31458-5
dS GS
R BURGANDY ROSE LN.
'• •g I e X73
•
kr
W 1 11 .11
l il
oFL
.62
1 11N��'
BURGANDY ROSE LN.
18 D ,99 T

DIAL TOLL FREE
1(800 227-2800
itlaw l,, 616 02
Wu 146
,It601iYE010•LS 41016E6661/•• d11w01N

BASIS OF BEARINGS
BASED LN OE LIFE Oa -Term STATIOe
'TRW' NO '684711' (605171046 PER
N,471016L GECOETIC 8284527, N4083,
EPoQ1 1933.5) AS 9097 OV N.B. 102,
PALES 50 mass 65 W 2600®S IN
maw /ETITXR'S OFT!£ OF

RIVERSIDE CRAW, CALIFORNIA
BEING: N 52'49'02.84" E

BENCHMARK CITY OF BEAUMIONT
OESC IPRONP NO. 07.A.62
1-3/8' WASS CAP 19710[0 WINED
CITY B.Y. 7'. 1.0041ED AT RE S.E.

CODER 14711 A10 PEN2YLVANIA AVE.
59 FT. S'LY AAO 22 !T. E'LY or
fEN76701001 1/97ERSECTIOV, 2 FT. S 0"
OF B.C.R.

ELEV.= 2878.277 (1982)
BY
WAN
OESC16POON

REVISIONS
an
• ■ ■

CONSULTING
"4
MICHAEL S. SUTTON
.2060-40 : .RT
I— T - i
74 73
C NFER(HE Fps

SAFFRON COURT
TRACT 31458-5
ag BURGANDY ROSE LN.
93- )1 II II
$ 18'1; to r ".,
76 g
14 —
11+81.71 SMIRCH CT.
.42+39.66 MONO( MEE
11`s
2655.75.
4INT.

I 11 11
/5
YC 27154.9E 1L " -
IIfl- 22165444'II 1 16
11 I 11 ?I
BURGANDY ROSE LN.

DATA
TABLE
U
DELTAJp1G
RADIUS
LENGTH

TANGENT
REM4J3(
T
t�s86.3.7.,27"R
148.38'
CENTER
2 M 2 516 ,5�,
-- 139.4$'
—
3 A+ 13 22 08'
507.96'
778.
58,`,3'
CO2MIt.INE
10 F1L `22 1TE
—
82:) '
—

0.18!
,r
(9 27'7r
—
Y2
—
Ix_
N8 -E, •
--

11.92.,
—
"
LT
s• 3o 39 31

40.00•
:37'
1 ST. —
••
14 636 5$"58,11
—
.(�•
—
••
15 8. 293j3
107.00'

29.33'
15 �'37'11!!7't
1635'
X�22.39'
—
17 852"$EI 5�'R
—

47.1•
—
-_
18 �19
b• 17'36 .1'
107.00
32 '
_1.6.N'
..

VW
—
S0.
—
--
20 A. sir 12 02'
4O,0D'
1 —
21 NUS V'577
—
1B.26 '
"_
311
p. 17-.1,8'01•
197,00— '
FP'
'S
NSQ'S8 56.-11 X31'
—

0.06 2 01171[17
0 ■ 060101 ■ C0NNmu0Y,01
7400 001X1167 CUM 080E 81111E 201
PAW DESERT. CALi0W66 972607866
766346-7461 • FAX 760346938' • 406'A97mm
0622! 6Y:

ORR
ova 9Y:
0RRAX
OED® 9R
1155
SCALE:
1% 40'
RA7 0.17Ee
07/11/2006
.E3 KISER
20100664
mN,b66d BLS
Approved
CO of Beaumont
Engineering DMelon
k

CONSTRUCTION NOTES
0 =STRICT 4'AC OILER 8' 0.0.55 II. AGGREGATE BASE.

AN CONSTRICT 6' TYPE A-6. 039 ! GR7M . PER WAVY OF
stv RIVERSIDE SM. 0.0. 200.
4 03N81820T SIOFLLR(11D1N PER PLAN), PER COLNTY OF
0 81VER5193 510. M. 401(100IFIE)).
1165 Vila
Derte �a

CITY OF BEAUMONT, CALIFORNIA
cal17-1 .-go
Works Department 530 8. 677 5 diI
6[41103, 3. HL23
IE1. (951)7676570 " 888(991)'71.776
793

STREET IMPROVBAENI' PLANE
TRACT 814684

ARDITH COURT

SAFFRON COURT
SEA users TO mom ■ sea 1U 1l8V1
U WE) 14 11[ 18/4 OF= 2, T 5 S. RIO. EY
IN 1IEGI1YR 9[20018,G
Pardee Hares
SHEET
6 '7 _1_ SHEETS
QWIN6 THE
661SP509.o..

FILE 110.10/10
7/11/C6 9:04 on,
A\20900664\CM\UND\O:V\IMPROVE\STREET & SD\664ST506.0WG MIGU

MEE
MORN CONTAINED N17HIN THESE PLANS

SHALL NOT COMMENCE UNRL AN

ENCROACHMENT PERMIT AND/OP A
GRADING PERMIT HAS 668,4 ISSUED.
1NE FWM1E MENFER WEE ANEW %X6 S
REPOYV8E FOR AS LIRAS THE ACCURACY AND
Aa7EPG9If1Y CF712 OESEN 662861 IV RE
EVE OF O6CRPAM06 ANENG AFTER CUT

AMINE OR MAC CAYSIRRSOOM /K
P0107E 610660? 89499 6E RESPOI /NE f0P
DF7Efi0178 AN AOIPMN'E SWIM AND
male 1NE RATE F04 4PROIED ay NE an.
10 11
12 13
14 LINE I - LATRIS WAY/BURGANDY ROSE
SEA LRpi
8 TRACT 31458-5211
VII11;,'1t�ar
10100.06 LINE 2-LATRIS TAY 4 1. II, 11; �. .
=1t140NT3 15 FA1�EA LANEIOFR I
'ITTION 2
FS 6452 SRdsME IS lu 1 ' ; ,,
MN -A -PART & sum 1` z t tl1
CONSTRUCTED 5/ YAJ S S0) I I II I IA.60 =
ci•5.06 I i II I IIII15
IJ
D1.36', D2'42' I 3 n
ELEV 62925.64 z
ELEV 52628.60 W
11 58
R L.N. 2644.2
40 0 40
GRAW1Ic SCALE
SEA LAVENDER LN.
80 120
31 2844.2
TRACT 31458-5
LI
59 2844.6
HATER 161N
'SE,! R MAIN (TOP)
30 2644.6
2644.9
29 TRACT 31458-5
. 61
2645.3
LOT N0.
/(TOP)
PAD EL
62 2645.6
166184 NAI (TN)
•PER 1EIEIR (1YP)

TTRAL (TOP)
27 2845.7
DI9ALRAT

DIAL TOLL FREE
•(am 227-2800
Al ism mo
wawa
Dae
Wes Iaaala ONID IERATE MEN T EFewunam 0Ba8MM
BASIS OF BEARINGS<
DESCRIPRONt
BASED CAI DE LINE SEWN 57871816
+RAN' MD '44TH' (P031710HS FS?
NATIDYAL EEO ET1C SURVEY. HEW.

EPOCH 1985.5) AS 961N CN Y.B. 102,
PEES 50 184/09921 65 GE RECORDS IN
COIAVTY LEO 152921 OFFICE 8
RIl0RS176 PUFFY. OILIFGOWA
BONG: N 52'49'02.84" E

BENCHMARK CITY OF BEAUMONT
DE3cRIPIAOM NO. 07.A.82
1-.3/6* BdSS CAP 160444210 645616
'CITY B.Y. r. LOCATED AT 778 S.E.

Cpi7FR 1478 AFD PEWSPLYANIA AVE.,
59 FT. StY NO 22 FT. E'LY OF
CEN1F7d.DE INYOOMCTI(N. 2 FT. S'LY OY
C: B.C.R.

ELEV.= 2678.277 (1982)

BY - - N- AM
DFSI74PUOM
DATE

ENGINEER

REVISIONS
an'
15 A.
m
1 18+7052 C5 H
QTC 2845.58
11-21',V.7.11"
O 10.11.49 WS
O 100.17.91 OS
1PSS 1 4. S PIPE
64 2849.3
LINE 7A
30- RCP
63 2846.4
26 2646.7
25 2646.6
16 0
77 621 V.12.57'
01111440 OS
--___1110.1
610717.81 OS
.FIND PIPE
AO
17 21
2648.4
13 PM
.4
.3B BC
F64_.43

7.14 411E 1
2545 t 06 LINE fA
174• 5', 1 .39
B -M'
045.47'

0.30'
ELEV 14.2874.25
ELEV 50833.02
23 2647.0
24 2646. 7
STATN31
est LATRIS TAY

14. 041 NIRCNHY ROSE
STREET 8 D IERSECTI8I
F6 2614.35
22 2647.5

CONSTRUCTION NOTES
® CONSTRICT 30" RIP DR Cm (5-LOM PER ?ISMS).
n'T• CONSTRUCT m) 68106 (T R' V'kn FLANl). ! 11m
CONSTRUCT MOTIONS RIXRIE N0. 2,
® PEA RCFC & 928 SID. ow. 1D. JS229.

WEIR= MOOS 58. 1, PER WIC®t 9m STD. DNS. 10. 13051.

STORM DRAIN DATA TABLE
'

BEARING/DELTA
RADIUS
LENGTH
TAMEST
NOTE
1 N 51 06'34' E
--

35.14 -
30'STORN CRAIN
2 30100'00'

90.00'

47.12 74-12'
30'56761 DRAIN
3 4
N 81'06'34-E
-
206-37'
-
30'STOR11 DRAIN
5 07'56'15'
1004.00
139.09'

69.65'
30'811061 DRAM,
6 N 69'02'49' E
-

26.33'
--
30'STORN DRAIN
7 79'23'13

45.00 61.56

36.69"
30'STOR14 (RAIN
8 N 10 39'36' E
-
138.72
-
30'STORY DRAIN
9 00'21'17'
1261.00'

45.00'r

7. B0'

3.90'
3O'STOt'A GRAIN
10 60'10'09

47.26'

26.07'
30"5T8411 DRAIN
11 N 34'20'24' T
-

19.77'
--
30'SI(R1 CRAIN
11 LAND \PLV\{MPROVE\STREET & SD\6645[ 507.DWC MIOUELLOPEZ 7/11/05 9:03 an rcwuNlnu ■ OMUON ■ 000MTNUcnON
74-00 COUNTRY CI ES WOE SUITE 201
PAIN DES6R( CALIFORa4A 92260-1656
CONSULTING 760.948.7481 • FAX 760;Haa76 • ...K 6. .

VRM * dWiY EDI
DATER Crth1 Dc,
ROE NO. :ANY 00+. 11`3'6.'
OLSIEN BY:

CRT
01ARE+ N1`
OED® 8Y:

EIS
v FA1'
/'. 40' Mimed
661 DATE: •
007/1 ,'040 - a
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20106664 C.66 RL(a97)7 20 s AUT05,1740. ass
&Mewed By:

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MI-Ofeaar4ERie4
Daps /46 -

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078 -

CITY OF BEA(JMONT, CALIFORNIA
STORM DANN WRovEmENT RAW
TRACT MS -6
LINE 1 - LATRIS WAWBURGANDY ROSE
E0k 616761+ 10 616501
IOCA1/N 1911ENF/499 SEC 2, T 36. R 1 E. 851
�1M TE CITY OF 6ENAQR. CA
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SHEET
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