Rancho Cordova Local Road Safety Plan
Project Description for Intersection Improvements
Location: Routier Road & Mills Station Road 18
Agency Name: City of Rancho Cordova 0.44
Contact Name: Byron Tang 73
E-mail: [email protected] 0
0 2
7 9
8 0
1 1
5 0
1 2
4 0
8 6
NOTES COLLISION
TYPE RECOMMENDATION LRSM/CMF COUNTERMEASURE LRSM # Expected Life (Years) CMF CALTRANS FUNDING
NUMBER OF
HISTORIC
CRASHES
REDUCED
10‐YEAR CRASH
REDUCTION
ESTIMATE
CRASH
SEVERITY COST
10‐YEAR CRASH
REDUCTION
BENEFIT
(2016 $)
TOTAL 10‐YEAR CRASH
REDUCTION BENEFIT
(2016 $)
QUANTITY/
NUMBER OF
UNITS
UNIT COST COST
ESTIMATE
1 BENEFIT/COST
FATAL 0 0 0.00 2,530,000 $ ‐ $
SERIOUS 0 0 0.00 2,530,000$ ‐$
OTHER VISIBLE 2 0.9 1.80 142,301$ 256,142$
COMPLAINT OF PAIN 1 0.45 0.90 80,900$ 72,810$ PDO 0 0 0.00 13,300$ ‐$
FATAL 0 0 0.00 2,530,000$ ‐$
SERIOUS 0 0 0.00 2,530,000$ ‐$
OTHER VISIBLE 2 1.2 2.40 142,301$ 341,522$
COMPLAINT OF PAIN 7 4.2 8.40 80,900$ 679,560$ PDO 9 5.4 10.80 13,300$ 143,640$
FATAL 0 0 0.00 2,530,000$ ‐$
SERIOUS 0 0 0.00 2,530,000$ ‐$
OTHER VISIBLE 2 1 2.00 142,301$ 284,602$
COMPLAINT OF PAIN 7 3.5 7.00 80,900$ 566,300$ PDO 9 4.5 9.00 13,300$ 119,700$
FATAL 0 0 0.00 2,530,000$ ‐$
SERIOUS 0 0 0.00 2,530,000$ ‐$
OTHER VISIBLE 2 1.7 3.40 142,301$ 483,823$
COMPLAINT OF PAIN 1 0.85 1.70 80,900$ 137,530$ PDO 0 0 0.00 13,300$ ‐$
FATAL 0 0 0.00 2,530,000$ ‐$
SERIOUS 0 0 0.00 2,530,000$ ‐$
OTHER VISIBLE 2 1.7 3.40 142,301$ 483,823$
COMPLAINT OF PAIN 7 5.95 11.90 80,900$ 962,710$ PDO 9 7.65 15.30 13,300$ 203,490$
FATAL 0 0 0.00 2,530,000 $ ‐$
SERIOUS 0
0 0.00 2,530,000$ ‐$
OTHE
R VISIBLE 2 1.5 3.00 142,301$ 426,903$
COMPLAINT OF PAIN 7 5.25 10.50 80,900 $ 849,450$ PDO 9 6.75 13.50 13,300 $ 179,550$
Note:
1. The cost estimate does not include "soft costs" such as mobilization, traffic control, and permitting fees.
Unsignalized Intersection
Total Crashes
Local CCR Differential
Equivalent Property Damage Only
Complaint of Pain
PDO
Crash Type
Fatal
Serious Injury
Other Visible Injury
Non-Motorist Crashes
Pedestrian
Bicycle
Contributing Factors
Aggressive
Impaired
Broadside
Sideswipe
Rear End
Head On
Hit Object
Overturned
Crash Conditions
Dark
Wet
NUMBER OF CRASHES
(2015‐2019)
‐ Pedestrian and
Bicyclist
Install RRFB or Pedestrian
HAWK signal
Install Pedestrian Signal (including
Pedestrian Hybrid Beacon (HAWK)) 300,000$ 1.1
‐ Night
Enhanced street lighting along
Routier Rd at Mills Station Rd
intersection
Add intersection lighting (NS.I.) NS01
NS23PB 20 0.55 100% 328,952$ 1 HAWK Signal
60,000$ 19.41,164,722$ 4 Luminaires 15,000$ ‐ All All ‐way stop control conversion Convert to all‐way STOP control (from 2‐way or yield control) NS02
20 0.40 100%
300,000$
1,095$ 886
‐ Pedestrian and
Bicyclist
Install intersection ahead and
pedestrian crossing advanced
warning signage on NB
approach
Instal/upgrade larger or additional
stop signs or other intersection
warning/regulatory signs
NS06
10 0.50 100% 970,602$
1 Intersection
Conversion
(AWSC)
1,095$
900$ 690621,353$ 2 Signs 450$
‐ All Install additional speed limit
signage
Instal/upgrade larger or additional
stop signs or other intersection
warning/regulatory signs
NS06
10 0.15 100%
450$ 3,667
‐ All Install additional speed limit
pavement markings
Upgrade intersection pavement
markings (NS.I.) NS07 10
10 0.15 100% 1,650,023$ 1 Signs 450$
5,7430.25 100% 1,455,903$ 39 SQFT of
striping 7$ 254$
ITEM 9.2.
ATTACHMENT 2
Exhibit A to the Resolution
23 U.S.C. § 409: US Code
Rancho Cordova Local Road Safety Plan
Project Description for Intersection Improvements
Location: McGregor Drive & Zinfandel Drive 20
Agency Name: City of Rancho Cordova 0.33
Contact Name: Byron Tang 249
E-mail: [email protected] 0
1 1
6 12
14 1
1 1
0 0
1 1
2 0
8 2
NOTES COLLISION
TYPE RECOMMENDATION LRSM/CMF COUNTERMEASURE LRSM # Expected Life (Years) CMF CALTRANS
FUNDING
NUMBER OF
HISTORIC
CRASHES
REDUCED
10‐YEAR CRASH
REDUCTION
ESTIMATE
CRASH
SEVERITY COST
10‐YEAR CRASH
REDUCTION
BENEFIT
(2016 $)
TOTAL 10‐YEAR CRASH
REDUCTION BENEFIT
(2016 $)
QUANTITY/
NUMBER OF
UNITS
UNIT COST COST
ESTIMATE
1 BENEFIT/COST
FATAL 0 0 0.00 2,530,000$ ‐$
SERIOUS 1 0.85 1.70 2,530,000 $ 2,703,000$
OTHER VISIBLE 1 0.85 1.70 142,301$ 241,912$
COMPLAINT OF PAIN 6 5.1 10.20 80,900$ 825,180$ PDO 12 10.2 20.40 13,300$ 271,320$
FATAL 0 0 0.00 2,530,000$ ‐$
SERIOUS 1 0.6 1.20 2,530,000$ 1,908,000$
OTHER VISIBLE 1 0.6 1.20 142,301$ 170,761$
COMPLAINT OF PAIN 6 3.6 7.20 80,900$ 582,480$ PDO 12 7.2 14.40 13,300$ 191,520$
FATAL 0 0 0.00 2,530,000$ ‐$
SERIOUS 1 0.75 1.50 2,530,000 $ 2,385,000$
OTHER VISIBLE 1 0.75 1.50 142,301$ 213,452$
COMPLAIN
T OF PAIN 0 0 0.00 80,900$ ‐$
PDO 0 0 0.00 13,300$ ‐$
FATAL 0 0 0.00 2,530,000$ ‐$
SERIOUS 1 0.85 1.70 2,530,000 $ 2,703,000$
OTHER VISIBLE 1 0.85 1.70 142,301$ 241,912$
COMPLAINT OF PAIN 6 5.1 10.20 80,900$ 825,180$ PDO 12 10.2 20.40 13,300$ 271,320$
FATAL 0 0 0.00 2,530,000$ ‐$
SERIOUS 1 0.75 1.50 2,530,000 $ 2,385,000$
OTHER VISIBLE 1 0.75 1.50 142,301$ 213,452$
COMPLAINT OF PAIN 6 4.5 9.00 80,900$ 728,100$ PDO 12 9 18.00 13,300$ 239,400$
FATAL 0 0 0.00 2,530,000 $ ‐$
SERIOUS 1
0.85 1.70 2,530,000 $ 2,703,000$
OTHER VISIBLE 1 0.85 1.70 142,301 $ 241,912$
COMPLAINT OF PAIN 6 5.1 10.20 80,900 $ 825,180$ PDO 12 10.2 20.40 13,300 $ 271,320$
Unsignalized Intersection
Total Crashes
Local CCR Differential
Equivalent Property Damage Only
Complaint of Pain
PDO
Crash Type
Fatal
Serious Injury
Other Visible Injury
Non-Motorist Crashes
Pedestrian
Bicycle
Contributing Factors
Aggressive
Impaired
Broadside
Sideswipe
Rear End
Head On
Hit Object
Overturned
Crash Conditions
Dark
Wet
NUMBER OF CRASHES
(2015‐2019)
‐ All Install oversized STOP signs
Instal/upgrade larger or additional
stop signs or other intersection
warning/regulatory signs
‐ Night Improved intersection lighting Add intersection lighting (NS.I.) NS01 NS06 10 0.15 100% 4,041,412$ 4 Signs
60,000$ 47.52,852,761$ 4 Luminaires 15,000$ 20 0.40 100% 450$ 1,800$ 2,245
904 SQFT of
striping 7$
2 Sig
ns 450$
5,876$ 442
‐ All Install advanced STOP ahead
warning singage
Instal/upgrade larger or additional
stop signs or other intersection
warning/regulatory signs
NS06
10 0.25 100% 2,598,452$
1,800$ 2,2454,041,412$ 4 Signs 450$
‐ Pedestrian and
Bicyclist
Install high visibility marked
crosswalks
Install pedestrian crossing at
uncontrolled locations (new signs
and markings only)
NS
20PB
‐ All Install advanced STOP ahead
warning pavement markings
Upgrade intersection pavement
markings (NS.I.) NS07
10 0.15 100%
‐ All Retroflective strips on posts
Instal/upgrade larger or additional
stop signs or other intersection
warning/regulatory signs
NS06 10
10 0.25 100%
0.15 100%
10,3513,565,952$ 53 SQFT of
striping 7$
4,0414,041,412$ 4 Strips 250$ 1,000$ 345$
ITEM 9.2.
ATTACHMENT 2
Exhibit A to the Resolution
23 U.S.C. § 409: US Code
Rancho Cordova Local Road Safety Plan
Project Description for Intersection Improvements
Location: McGregor Drive & Zinfandel Drive 20
Agency Name: City of Rancho Cordova 0.33
Contact Name: Byron Tang 249
E-mail: [email protected] 0
1 1
6 12
14 1
1 1
0 0
1 1
2 0
8 2
NOTES COLLISION
TYPE RECOMMENDATION LRSM/CMF COUNTERMEASURE LRSM # Expected Life (Years) CMF CALTRANS
FUNDING
NUMBER OF
HISTORIC
CRASHES
REDUCED
10‐YEAR CRASH
REDUCTION
ESTIMATE
CRASH
SEVERITY COST
10‐YEAR CRASH
REDUCTION
BENEFIT
(2016 $)
TOTAL 10‐YEAR CRASH
REDUCTION BENEFIT
(2016 $)
QUANTITY/
NUMBER OF
UNITS
UNIT COST COST
ESTIMATE
1 BENEFIT/COST
Unsignalized Intersection
Total Crashes
Local CCR Differential
Equivalent Property Damage Only
Complaint of Pain
PDO
Crash Type
Fatal
Serious Injury
Other Visible Injury
Non-Motorist Crashes
Pedestrian
Bicycle
Contributing Factors
Aggressive
Impaired
Broadside
Sideswipe
Rear End
Head On
Hit Object
Overturned
Crash Conditions
Dark
Wet
NUMBER OF CRASHES
(2015‐2019)
FATAL 0 0 0.00 2,530,000 $ ‐ $
SERIOUS 1 0.75 1.50 2,530,000 $ 2,385,000$
OTHER VISIBLE 1 0.75 1.50 142,301$ 213,452$
COMPLAINT OF PAIN 6 4.5 9.00 80,900$ 728,100$ PDO 12 9 18.00 13,300$ 239,400$
Note:
1. The cost estimate does not include "soft costs" such as mobilization, traffic control, and permitting fees. ‐ All Roundabout (Recommendation
from SSAR)
Convert Inmtersection to
roundabout (from all way stop) NS04 20 0.25 100% 1 Lump Sum 1,875,000$ 1,875,000$ 1.93,565,952$ ITEM 9.2.
ATTACHMENT 2
Exhibit A to the Resolution
23 U.S.C. § 409: US Code
Rancho Cordova Local Road Safety Plan
Project Description for Intersection Improvements
Location: Grant Line Road from Raymer Way to White Rock Road 4 Agency Name: City of Rancho Cordova -0.10
Contact Name: Byron Tang 9
E-mail: [email protected] 0
0 0
1 3
0 1
0 0
3 0
0 0
4 0
1 0
NOTES COLLISION
TYPE RECOMMENDATION LRSM/CMF COUNTERMEASURE LRSM # Expected Life (Years) CMF CALTRANS
FUNDING
NUMBER OF
HISTORIC
CRASHES
REDUCED
10‐YEAR
CRASH
REDUCTION
ESTIMATE
CRASH
SEVERITY COST
10‐YEAR CRASH
REDUCTION
BENEFIT
(2016 $)
TOTAL 10‐YEAR CRASH
REDUCTION BENEFIT
(2016 $)
QUANTITY/
NUMBER OF
UNITS
UNIT COST COST
ESTIMATE
1 BENEFIT/COST
FATAL 0 0 0.00 2,190,000 $ ‐$
SERIOUS 0 0 0.00 2,190,000 $ ‐$
OTHER VISIBLE 0 0 0.00 142,301$ ‐$
COMPLAINT OF PAIN 1 0.85 1.70 80,900$ 137,530$ PDO 3 2.55 5.10 13,300$ 67,830$
FATAL 0 0 0.00 2,190,000 $ ‐$
SERIOUS 0 0 0.00 2,190,000 $ ‐$
OTHER VISIBLE 0 0 0.00 142,301$ ‐$
COMPLAINT OF PAIN 1 0.8 1.60 80,900$ 129,440$ PDO 3 2.4 4.80 13,300$ 63,840$
FATAL 0 0 0.00 2,190,000 $ ‐$
SERIOUS 0 0 0.00 2,190,000 $ ‐$
OTHER VISIBLE 0 0 0.00 142,301$ ‐$
COMPLAINT OF PAIN 1 0.85 1.70 80,900$ 137,530$ PDO 3 2.55 5.10 13,300$ 67,830$
FATAL 0 0 0.00 2,190,000 $ ‐$
SERIOUS 0 0 0.00 2,190,000 $ ‐$
OTHER VISIBLE 0 0 0.00 142,301$ ‐$
COMPLAINT OF PAIN 1 0.6 1.20 80,900$ 97,080$ PDO 3 1.8 3.60 13,300$ 47,880$
Note:
1. The cost estimate does not include "soft costs" such as mobilization, traffic control, and permitting fees.
Roadway Segment
Total Crashes
Local CCR Differential
Equivalent Property Damage Only
Complaint of Pain
PDO
Crash Type
Fatal
Serious Injury
Other Visible Injury
Non-Motorist Crashes
Pedestrian
Bicycle
Contributing Factors
Aggressive
Impaired
Broadside
Sideswipe
Rear End
Head On
Hit Object
Overturned
3 $
3 $
10 Crash Conditions
Dark
Wet
NUMBER OF CRASHES
(2015‐2019)
‐ Hit Object Install edgeline rumble strips Install edgeline rumble strips/stripes
0.20 100%
0.15 100% 205,360$
4,278$ 48.0
‐ All Install centerline rumble strips Install centerline rumble strips/stripes R30
R31 10 0.15 100% 205,360$ 1426 Linear Feet
2,139$ 90.4193,280$ 713 Linear Feet
15 Strips
14 Signs
‐ All
Upgrade chevron signs on
horizontal curve (both
directions) with LED enhanced
treatment
Install chevron signs on horizontal
curves R23
250$
450$
‐ All
Add reflective strip on sign
posts and new fluorecent
sheeting on all signs
Install/Upgrade signs with new
fluorescent sheeting (regulatory or
warning)
R22 10
100% 144,960$ 6 Chevrons 1,000$
10,050$ 20.4
6,000$ 24.210 0.40
ITEM 9.2.
ATTACHMENT 2
Exhibit A to the Resolution
23 U.S.C. § 409: US Code
MEMORANDUM
City Council Staff Report - Page 1 of 2
ITEM 9.3.
DATE: February 22, 2022
TO: Honorable Mayor and Council Members
FROM: Albert Stricker, Public Works Director
Byron Tang, Senior Civil Engineer
SUBJECT: A RESOLUTION AUTHORIZING THE CITY MANAGER TO EXECUTE
A CONTRACT AMENDMENT WITH FEHR AND PEERS TO
INCREASE THE CONTRACT AMOUNT FROM $94,240 TO AN
AMOUNT NOT TO EXCEED $156,840 AND EXTEND THE CONTRACT
DATE TO DECEMBER 31, 2022 FOR PROFESSIONAL ENGINEERING
SERVICES FOR THE COLOMA ROAD EVALUATION
RECOMMENDATION
Adopt the Resolution.
RESULT OF RECOMMENDED ACTION
The City Manager will execute a Contract Amendment with Fehr and Peers to increase the contract amount from $94,240 to an amount not to exceed $156,840 and extend the contract date to December 31, 2022 for professional engineering services for the Coloma Road evaluation. Staff will proceed with additional analysis and community outreach.
BACKGROUND
Coloma Road is a four-lane undivided road in Rancho Cordova between Folsom Boulevard and Sunrise Boulevard. On September 29, 2021, the city hosted a public outreach meeting at City Hall to gather feedback from residents on options to address unsafe driving behavior.
Approximately one hundred people attended the meeting (in person and online) and provided valuable feedback. In addition, city staff individually met with school officials, church organizations, and other groups to gather additional focused feedback.
City staff presented options for Council discussion on November 15, 2021. At the time of the meeting, the Council directed staff to perform additional analysis and outreach to stakeholders.
This contract amendment with Fehr and Peers will provide funding necessary to perform additional technical analysis to further understand the potential effects of implementing different options, and to perform additional community outreach.
FISCAL IMPACT AND FUNDING SOURCE
The contract is funded through gas tax. There is no impact to the general fund.
City Council Staff Report - Page 2 of 2
ATTACHMENT(S)
1. Resolution
2. Contract 2021-02-2 Coloma Rd Project Final
ITEM 9.3. ATTACHMENT 1 Resolution No. XX-2022 Page 1 of 2
CITY OF RANCHO CORDOVA
RESOLUTION NO. XX-2022
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF RANCHO CORDOVA, STATE
OF CALIFORNIA, AUTHORIZING THE CITY MANAGER TO EXECUTE A CONTRACT
AMENDMENT WITH FEHR AND PEERS TO INCREASE THE CONTRACT AMOUNT FROM $94,240 TO AN AMOUNT NOT TO EXCEED $156,840 AND EXTEND THE CONTRACT DATE TO DECEMBER 31, 2022 FOR PROFESSIONAL ENGINEERING SERVICES FOR THE
COLOMA ROAD EVALUATION
WHEREAS, the parties entered into a Professional Service Agreement (”PSA”) dated January 4, 2021 (Contract No. 2021-02) in the amount of $94,240 and a contract term of June 30, 2021 for the purpose of providing professional engineering services for Coloma Road evaluation; and
WHEREAS, Contract Amendment No. 1 was executed on July 1, 2021 and extended the contract term to June 30, 2022; and
WHEREAS, Adoption of this Resolution will authorize the City Manager to execute Contract Amendment No. 2 with Fehr and Peers to increase the contract amount from $94,240 to an amount not to exceed $156,840 and extend the contract date to December 31, 2022 for professional engineering services for the Coloma Road evaluation; and
WHEREAS, those services will exceed the maximum amount the City Manager is authorized to approve; and
WHEREAS, funding for the contract amendment will be from gas tax. There is no impact to the general fund.
NOW, THEREFORE, BE IT HEREBY RESOLVED THE CITY COUNCIL OF THE CITY OF RANCHO CORDOVA does authorize the City Manager to execute Contract Amendment No. 2 with Fehr and Peers to increase the contract amount from $94,240 to an amount not to exceed $156,840 and extend the contract date to December 31, 2022 for professional engineering services for the Coloma Road evaluation in a form approved by the City Attorney.
PASSED AND ADOPTED by the City Council of the City of Rancho Cordova on the 22nd day of February 2022 by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
ATTEST:
Donald Terry, Mayor
ITEM 9.3. ATTACHMENT 1 Resolution No. XX-2022 Page 2 of 2
Stacy Leitner, CMC
City Clerk
ITEM 9.3. ATTACHMENT 2
Second Amendment to Professional Services Agreement between Page 1 of 2 City of Rancho Cordova and Fehr & Peers Associates, Inc.
SECOND AMENDMENT TO THE PROFESSIONAL SERVICES AGREEMENT
BETWEEN THE CITY OF RANCHO CORDOVA AND
FEHR & PEER ASSOCIATES, INC. FOR THE COLOMA ROAD IMPROVEMENT PROJECT This Second Amendment to the Agreement for Professional Services (“Amendment”) is made by and between the City of Rancho Cordova (“City”) and Fehr & Peer Associates, Inc., (“Professional”) as of February 1, 2022. City and Professional are hereinafter collectively referred to as the "Parties."
RECITALS
WHEREAS, the Parties entered into a Professional Services Agreement (“PSA”) dated January 4, 2021 for the purpose of providing engineering and planning services; and WHEREAS, this Amendment will include an add-on to the scope of work at an additional fee not to exceed $62,600, for a total project cost of $156,840, and extend the term to December 31, 2022; and
WHEREAS, the Parties agree that changes to the term and services provided for in the PSA are necessary in order for the City to continue receiving services by Professional.
NOW, THEREFORE, the Parties hereto agree as follows:
AGREEMENT
1. The Parties agree to modify the end date of the PSA from June 30, 2022, to December 31, 2022.
The first sentence of Section 1.1 of the PSA, “Term of Service,” is amended to read as follows:
"The term of this Agreement shall begin on the date first noted above and shall end on December 31, 2022, and Professional shall complete the work described in Exhibit A prior to that date; unless the term of the Agreement is otherwise terminated or extended, as provided in Section 8."
2. Section 2 of the PSA, “Compensation,” provides for the City to pay Professional a sum not to exceed Ninety-Four Thousand Two Hundred Forty Dollars ($94,240). The Parties agree to amend Section 2 of the PSA in order to increase the compensation amount to pay Professional for additional services. The first sentence of Section 2 of the PSA is amended to read as follows:
"City hereby agrees to pay Professional a sum not to exceed One Hundred Fifty-Six Thousand Eight Hundred Forty Dollars ($156,840), notwithstanding any contrary indication that may be contained in Professional’s proposal, for services to be performed and reimbursable costs incurred under this Agreement.”
3. The document entitled “Scope of Work,” attached hereto as Exhibit A, shall be added to and amend the PSA's Exhibit A.
4. The document entitled “Compensation Schedule,” attached hereto as Exhibit B, shall be added to and amend the PSA's Exhibit B.
ITEM 9.3. ATTACHMENT 2
Second Amendment to Professional Services Agreement between Page 2 of 2 City of Rancho Cordova and Fehr & Peers Associates, Inc.
5. All other terms and conditions in the PSA shall remain in full force and effect to the extent they are not in conflict with this Amendment.
6. The signatures of the Parties to this Amendment may be executed and acknowledged on separate pages or in counterparts which, when attached to this Amendment, shall constitute one complete Amendment.
7.Contract Administration. This Agreement shall be administered by Byron Tang ("Contract Administrator"). All correspondence shall be directed to or through the Contract Administrator or his or her designee.
Notices. Any written notice to Professional shall be sent to:
Adrian Engel, PE, CASp
Fehr & Peers Associates, Inc.
1001 K St. 3rd Floor
Email Address (for Insurance Update Requests): [email protected] Any written notice to City shall be sent to:
Byron Tang, PE, TE, PTOE
City of Rancho Cordova
2729 Prospect Park Dr.
Rancho Cordova, CA 95670
IN WITNESS WHEREOF, the Parties have executed this Amendment on the day and year first above written.
CITY OF RANCHO CORDOVA PROFESSIONAL
____________________________ ______________________________ Cyrus Abhar, City ManagerDavid Robinson
Date:__________________ Date:__________________
Attest:
____________________________
Stacy Leitner, CMC, City Clerk
Date: __________________
Approved as to Form:
____________________________
Adam U. Lindgren, City Attorney
Date: __________________
MEMORANDUM
City Council Staff Report - Page 1 of 1
ITEM 9.4.
DATE: February 22, 2022
TO: Honorable Mayor and Council Members
FROM: Albert Stricker, Public Works Director
SUBJECT: A RESOLUTION AUTHORIZING THE CITY MANAGER TO EXECUTE CONTRACT NO. 2022-22 WITH SIERRA NEVADA CONSTRUCTION,
INC. IN AN AMOUNT NOT TO EXCEED $609,007 FOR THE
INTERNATIONAL DRIVE SURFACE TREATMENT PROJECT
RECOMMENDATION
Adopt the Resolution.
RESULT OF RECOMMENDED ACTION
Adoption of the Resolution would authorize the City Manager to execute Contract No. 2022-22 with Sierra Nevada Construction, Inc. in an amount not to exceed $609,007 for the International Drive Surface Treatment Project.
BACKGROUND
City staff advertised the International Drive Surface Treatment Project to perform minor pavement base repairs, apply a slurry seal, and install new pavement markings on International Drive generally from Mather Field Road to Sunrise Boulevard. The application of these pavement preservation treatments will improve safety and aesthetics and extend the useful life of the roadway.
The project was publicly advertised/solicited on the City’s Website, CIPList.com, the Rancho Cordova Chamber of Commerce, and the Sacramento, Placer and El Dorado County Builders Exchanges on January 7, 2022. Bids for the project were publicly opened on January 27, 2022. A total of five (5) bids were received, and the lowest responsible bid was in the amount of $609,007 from Sierra Nevada Construction, Inc.
FISCAL IMPACT AND FUNDING SOURCE
The project is funded by Measure A Maintenance Funds and does not impact the City’s General Fund.
ATTACHMENT(S)
1. Resolution
2. Contract No 2022-22
ITEM 9.4. ATTACHMENT 1 Resolution No. XX-2022 Page 1 of 2
CITY OF RANCHO CORDOVA
RESOLUTION NO. XX-2022
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF RANCHO CORDOVA, STATE OF CALIFORNIA, AUTHORIZING THE CITY MANAGER TO EXECUTE CONTRACT NO. 2022-22 WITH SIERRA NEVADA CONSTRUCTION INC. IN AN AMOUNT NOT TO EXCEED $609,007 FOR THE INTERNATIONAL DRIVE SURFACE TREATMENT PROJECT
WHEREAS, the City of Rancho Cordova desires to execute Contract No. 2022-22 with Sierra Nevada Construction, Inc. in an amount not to exceed $609,007 for the International Drive Surface Treatment Project; and
WHEREAS, the City solicited bids for the International Drive Surface Treatment Project under the requirements of state law and the Rancho Cordova Municipal Code, and publicly opened bids on January 27, 2022; and
WHEREAS, the lowest responsible bidder was Sierra Nevada Construction, Inc; and
WHEREAS, the project will include minor pavement base repairs, a slurry seal, and new pavement markings on International Drive from Mather Field Road to Sunrise Boulevard; and
WHEREAS, the project will improve safety and aesthetics and extend the useful life of the roadway; and
WHEREAS, the project is funded through Measure A maintenance funds and does not impact the city’s general fund; and
WHEREAS, the services will exceed the maximum amount the City Manager has authorization to approve.
NOW, THEREFORE, BE IT HEREBY RESOLVED THE CITY COUNCIL OF THE CITY OF RANCHO CORDOVA does authorize the City Manager to execute Contract No. 2022-22 in an amount not to exceed $609,007 with Sierra Nevada Construction, Inc. and in a form approved by the City Attorney for the International Drive Surface Treatment Project.
PASSED AND ADOPTED by the City Council of the City of Rancho Cordova on the 22nd day of February 2022 by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
ATTEST:
Donald Terry, Mayor
ITEM 9.4. ATTACHMENT 1 Resolution No. XX-2022 Page 2 of 2
Stacy Leitner, CMC
City Clerk
CONSTRUCTION SERVICES AGREEMENT BETWEEN
THE CITY OF RANCHO CORDOVA AND SIERRA NEVADA CONSTRUCTION, INC.
FOR INTERNATIONAL DRIVE SURFACE TREATMENT PROJECT
THIS AGREEMENT made and entered into between the City of Rancho Cordova (“City”) and Sierra Nevada Construction, INC. (“Contractor”) as of February 22, 2022.
W I T N E S S E T H:
WHEREAS, the City Council for the City heretofore caused plans and specifications for the International Drive Surface Treatment Project ("Project") to be prepared, and therefore did approve and adopt said plans and specifications; and
WHEREAS, the City Council for the City did cause to be published for the time and in the manner required by law, a notice inviting sealed bids for the performance of said work; and WHEREAS, the notice was published on January 7, 2022, on the City of Rancho Cordova website and on CIPList.com (“Notice”); and
WHEREAS, the Contractor, in response to such Notice, submitted to the City Council for the City within the time specified in said Notice, and in the manner provided for therein, a sealed bid for the performance of the Project specified in said plans and specifications, which said bid and proposal, and other bids and proposals submitted in response to said Notice, the City Council opened and canvassed in the manner provided by law; and
WHEREAS, the Contractor was the lowest responsible bidder for the performance of said Project, and said City Council for the City as a result of the canvass of said bids, did determine and declare Contractor to be the lowest responsible bidder for said Project and award to a contract therefore.
NOW THEREFORE, in consideration of the promises herein, it is mutually agreed between the parties hereto as follows:
Section 1. CONTRACT DOCUMENTS. The following documents are by this reference incorporated in and made a part of this Agreement: The County of Sacramento, Standard Construction Specifications; the Special Provisions; the contract drawings, all addenda; the Notice to Contractors; the Bid; all required bonds; and all supplemental Agreements covering alterations, amendments, or extensions to the contract.
The documents which describe the work to be performed are sometimes collectively referred to herein as the Plans and Specifications.
Section 2. SCOPE OF WORK. The Contractor will furnish all labor, materials, services, transportation, appliances, and mechanical workmanship required for Contract No. 2022-22, as provided for and set forth in said Plans and Specifications, or in either of them, which said Plans and Specifications are hereby referred and by such reference incorporated herein and made a part of this Agreement. All of the said work done under this Agreement shall be under the supervision of and performed to the satisfaction of the Public Works Director of the City of Rancho Cordova, who shall have the right to reject any and all materials and supplies furnished by the Contractor which do not comply with the Plans and Specifications, together with the right to require the Contractor to replace any and all work furnished by the ITEM 9.4.
ATTACHMENT 2
Contract No. 2022-22
1898853.2
Construction Services Agreement between February 22, 202 City of Rancho Cordova and Sierra Nevada Construction, Inc Page 2 of 4 Contractor which shall not either in workmanship or material be in strict accordance with the Plans and Specifications.
Section 3. COMPLETION. Agreement shall be effective from the time at which the contract is fully executed through June 30, 2022, as described in Section 2.2 of the attached.
Section 4. PAYMENT. Attached hereto as Exhibit A and by reference made a part hereof, is the bid of Contractor. Said bid will contain, as required by the terms of said specifications, the full and complete schedule of the different items with the lump sums or unit prices as so specified. The City agrees in consideration of the work to be performed herein and subject to the terms and conditions thereof, to pay Contractor all sums of money which may become due to Contractor in accordance with the terms of the aforesaid bid, and this Agreement. Said sum shall be paid in accordance with Section 8 of the Standard Specifications. Actual payment will be based upon the quantities as measured in the field. No payment made under this Agreement shall be construed to be an acceptance of defective work or improper materials. The total contract amount is set at a not to exceed amount of $609,007.00 for the term of this Agreement.
Section 5. PREVAILING WAGES. Pursuant to the provisions of Articles 1 and 2 of Chapter 1, Part 7, Division II, of the Labor Code of the State of California, not less than the general prevailing rate of per diem wages, and not less than the general prevailing rate of per diem wages for holidays and overtime work, for each craft, classification or type of worker needed to execute the Project contemplated under this Agreement shall be paid to all workers, laborers and mechanics employed in the execution of said Project by Contractor, or by any subcontractor doing or contracting to do any part of said Project. The appropriate determination of the Director of the California Department of Industrial Relations is filed with, and available for inspection at 2729 Prospect Park Drive, Rancho Cordova, CA 95670, the office of the Clerk of the City.
Contractor shall post, at each job site, a copy of such prevailing rate of per diem wages as determined by the Director for the California Department of Industrial Relations.
Section 6. INSURANCE. The Contractor shall carry and maintain during the life of this Agreement, such as public liability, property damage and contractual liability, auto, worker's compensation, and builders' risk insurance as required by the specifications.
Section 7. WORKERS' COMPENSATION CERTIFICATION. By execution of this Agreement, the Contractor certifies as follows:
"I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract." Section 8. PERFORMANCE AND PAYMENT BONDS. The Contractor shall, before beginning said work for the Project, file two bonds with the City, each made payable to the City. These bonds shall be issued by a surety company authorized to do business in the State of California, and shall be maintained during the entire life of the Agreement at the expense of the Contractor. One bond shall be in the amount of one hundred percent (100%) of the Agreement and shall guarantee the faithful performance of the Agreement. The second bond shall be the payment bond required by California Civil Code Section 3247 et seq., and shall be in the amount of one hundred percent (100%) of the Agreement. Any alterations made in the specifications which are a part of this Agreement or in any provision of this Agreement shall not operate ITEM 9.4.
ATTACHMENT 2
Contract No. 2022-22
1898853.2
Construction Services Agreement between February 22, 202 City of Rancho Cordova and Sierra Nevada Construction, Inc Page 3 of 4 to release any surety from liability on any bond required hereunder and the consent to make such alterations is hereby given, and any surety on said bonds hereby waives the provisions of California Civil Code Sections 2819 and 2845.
Section 9. INDEMNIFICATION.
9.1 Contractor's Performance. To the fullest extent permitted by law, Contractor shall indemnify, defend and hold harmless City, its governing Board, officers, directors, agents, employees and volunteers from and against any and all claims, demands, actions, losses, liabilities, damages, and all costs incidental thereto, including cost of defense, settlement, arbitration, and reasonable attorneys' fees arising out of, pertaining to, or resulting from the acts or omissions of anyone else directly or indirectly acting on behalf of the Contractor, or for which the Contractor is legally liable under law, regardless of whether caused in part by a party indemnified hereunder.
9.2 No Limitation of Liability for Indemnification. The indemnities set forth in this Section shall not be limited by the insurance requirements set forth in the Contract.
Section 10. MISCELLANEOUS PROVISIONS.
10.1 This Agreement shall bind and inure to the heirs, devisees, assignees, and successors in interest of Contractor and to the successors in interest of in the same manner as if such parties had been expressly named herein. All times states herein or in the contract documents are of the essence hereof. As used in this instrument the singular includes the plural, and the masculine includes the feminine and the neuter. This Agreement may create a possessory interest subject to property taxation, and Contractor may be subject to the payment of property taxes levied on such interest.
10.2 Contract Administration. This Agreement shall be administered by Operations & Maintenance Division Manager ("Contract Administrator"). All correspondence shall be directed to or through the Contract Administrator or his or her designee.
10.3 Notices. Any written notice to Consultant shall be sent to:
Kevin L. Robertson
Sierra Nevada Construction, Inc
P.O. Box 50760
Sparks, Nevada 89435
775-355-0420
Any written notice to City shall be sent to:
City of Rancho Cordova
Department of Public Works
3303 Luyung Drive
Rancho Cordova, CA 95742
ATTN: Victor Ramos
ITEM 9.4.
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Contract No. 2022-22
1898853.2
Construction Services Agreement between February 22, 202 City of Rancho Cordova and Sierra Nevada Construction, Inc Page 4 of 4
10.4 IRS Form W-9. Contractor shall complete and submit Internal Revenue Service Form W-9 to the City before execution of this Agreement. The City's Finance Director shall have the authority to waive this requirement.
IN WITNESS WHEREOF, the City Council and Contractor have caused this Agreement to be executed as of the day and year first above written.
CITY OF RANCHO CORDOVA: CONTRACTOR:
Cyrus Abhar, City Manager Kevin L. Robertson, President ______
Date Date
Attest:
Stacy Leitner, CMC, City Clerk
Date
Approved as to Form:
Adam U. Lindgren, City Attorney
Date
ITEM 9.4.
ATTACHMENT 2
Contract No. 2022-22
SECTION 2
SCOPE OF SERVICES
2.1 WORK GU
IDANCE
All work
to be done by any Bidder selected to perform the work outlined in this RFB shall be guided by the:
• Coun
ty of Sacramento, Municipal Services, Standard Construction Specifications https://saccountyspecs.saccounty.gov/Pages/default.aspx • Standard
Specifications , State of California, California State Transportation Agency , Department of Transportation
http://ppmoe.dot.ca.gov/hq/esc/oe/construction_contract_standards/std_specs/2018_ StdSpecs/2018_StdSpecs.pdf
and t
his RFB, herein referred to as Special Provisions.
A compl
ete, preliminary copy of the City’s contract for International Drive Surface Treatment Project is attached to this RFB as Appendix A. The contract shall bind selected bidder to perform work in accordance with this RFB.
2.1 DESCRI
PTION OF WORK STANDARDS
All Bidde
rs accept and confirm by submission of a signed bid in response to this RFB, that work to be performed by the selected Contractor is comprised of a slurry seal on International Drive from Mather Field Road to Sunrise Boulevard, as further designated in this RFB.
EXHIBIT A
ITEM 9.4.
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City requires the selected Bidder to meet the following minimum standards:
Workmanship: All materials and workmanship shall be of a quality that is equal or superior to any similar work considered by surface treatment contractors to be best practice. All work completed by selected Contractor shall be subject to inspection prior to payment being authorized. All work shall be conducted in a manner that least interferes with operation and public usage of the streets and sidewalks.
Safety: All services, supplies and equipment must comply with the California Safety Division of Industrial Safety Orders and O.S.H.A. The Contractor shall plan and conduct the work in a manner that will safeguard all persons from injury and shall take all precautions required by applicable regulations of the State Department of Industrial Regulations. The Contractor’s employees shall always wear O.S.H.A. approved safety vests during contract work.
Hazards and Vandalism: Any hazards or acts of vandalism shall be reported immediately to the Contract Manager, or their designee, and then followed up in writing. Hazards shall be remedied by the Contractor after approval is obtained from the Contract Manager, or their designee. Hazards which create life -threatening situations or potential for bodily harm shall be remedied immediately by the Contractor.
Equipment: Selected Contractor must furnish all tools, and equipment needed to provide a high level of workmanship, to ensure continuous and safe operation, and complete work in accordance with the current City and standard specifications. City may require demonstration of equipment during selection process of this RFB , as outlined in Section 5, Bidder Experience and Operations Plan.
2.2 COMMENCEMENT OF WORK
Bidders acknowledge that submittal of bid does not constitute any acceptance of work by the City. Additionally, the receipt of award of contract to any Bidder shall not constitute any authority to enter upon sites for work. Work shall commence only upon formal execution of a contract and work orders from the City.
The City seeks to make selection of a Contractor and execute a contract for International Drive Surface Treatment Project by March 7, 2022. Bidders acknowledge that they are prepared to execute a contract and begin prosecuting work within this time. Any bidder unable to meet this timeframe shall not be considered for award.
2.2 TERM OF AGREEMENT
Any Contract resulting from subject Bid is expected to be completed by June 30, 2022.
ITEM 9.4.
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Failure of the Contractor to diligently prosecute the work as defined herein will be considered as grounds for termination of the contract.
Failure to provide an adequate working force shall be considered as grounds for the termination of the contract.
This executed contract relating to this RFB may be terminated by the City, at its discretion, upon thirty (30) calendar days prior written notice addressed to the last known address of the Contractor. In the event of such termination, the Contractor shall be paid for all work successfully completed up to the effective date of such termination.
2.3 SUBCONTRACTORS
Bidders requiring the provision of additional services from subcontractors acknowledge that all proposed subcontractors shall adhere to the same standards of work as described in this RFB .
Bidders further acknowledge that the selected Contractor shall be required to perform, with the Contractor’s own organization and employees, not less than fifty percent (50%) of the value of all work conducted under executed contract.
Any Bidder submitting bids for work that includes the use of subcontractors shall additi onally submit a filled-out Section 5.6, Designation of Subcontractors.
2.4 ADDITIONAL CONTRACT PROVISION
Further special provisions guiding the execution of a contract for s urface treatment are fully described in Appendix C, Additional Contract Provisions. The additional provisions as described in Appendix C include items such as Prevailing Wage, Payroll Records, Traffic Management, Regulations of Work, Payment, and other additional special provisions. Bidders’ attention is directed to review of these Additional Contract Provisions as they will be made part of the contract to be executed by the selected Contractor.
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APPENDIX B
INSURANCE REQUIREMENTS
Without limiting Contractor’s indemnification, Contractor shall procure and maintain for the duration of the Agreement insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the agreement by the Contractor, his agents, representatives or employees. City shall retain the right at any time to review the coverage, form, and amount of the insurance required hereby. If in the opinion of the City’s Risk Manager the insurance provisions in these requirements do not provide adequate protection for City and for members of the public, City may require Contractor to obtain insurance sufficient in coverage, form and amount to provide adequate protec tion. City’s requirements shall be reasonable but shall be imposed to assure protection from and against the kind and extent of risks that exist at the time a change in insurance is required.
VERIFICATION OF COVERAGE
Contractor shall furnish the City with certificates evidencing coverage required below. Copies of required endorsements must be attached to provided certificates. The City’s Risk Manager may approve self-insurance programs in lieu of required policies of insurance if, in the opinion of the Risk manager, the interests of the City and the general public are adequately protected. All certificates or evidences of self -insurance are to be received and approved by the City before performance commences. The City reserves the right to require that the Contractor provide complete, certified copies of any policy of insurance offered in compliance with these specifications. As an alternative to insurance certificates, the Contractor’s insurer may voluntarily provide complete, certified copies of all required insurance policies, including endorsements, effecting the coverage required by these specifications.
MINIMUM SCOPE OF INSURANCE
Coverage shall be at least as broad as:
1. GENERAL LIABILITY: Insurance Services Office’s Commercial General Liability occurrence coverage form CG 0001. Including, but not limited to Premises/Operations, Products/Completed Operations, and Personal & Advertising Injury, without exclusions or limitations unless approved by City Risk Manager.
2. AUTOMOBILE LIABILITY: Insurance Services Office’s Commercial Automobile Liability coverage form CA 0001, auto coverage symbol “1” (any auto). If there are no owned or leased vehicles, symbols 8 and 9 for non-owned and hired autos shall apply.
3. WORKER’S COMPENSATION: Statutory requirements of the State of California and Employer’s Liability Insurance.
4. PROFESSIONAL LIABILITY or Errors and Omissions Liability insurance appropriate to the Contractor’s profession.
ITEM 9.4.
ATTACHMENT 2
Contract No. 2022-22
5. UMBRELLA or Excess Liability policies are acceptable where the need for higher liability limits is noted in the Minimum Limits of Insurance and shall provide liability coverages that at least follow form over the underlying insurance requirements where necessary for Commercial General Liability, Automobile Liability, Employer’s Liability, and any other liability coverage designated under the Minimum Scope of Insurance.
MINIMUM LIMITS OF INSURANCE
Contractor shall maintain limits no less than:
1. General Liability shall be on an Occurrence basis (as opposed to Claims Made basis).
Minimum limits and structure shall be:
General Aggregate: $2,000,000
Products Comp/Op Aggregate: $2,000,000
Personal & Adv. Injury: $1,000,000
Each Occurrence: $1,000,000
Fire Damage: $ 100,000
Building Trades Contractors and Contractors engaged in other projects of construction shall have their general liability Aggregate Limit of Insurance endorsed to apply separately to each job site or project, as provided for by Insurance Services O ffice form CG-2503 Amendment- Aggregate Limits of Insurance (Per Project).
2. Automobile Liability: $1,000,000 Combined Single Limit per accident for bodily injury and property damage.
3. Worker’s Compensation: Statutory.
4. Employer’s Liability: $1,000,000 per accident for bodily injury or disease.
5. Professional Liability or Errors and Omissions Liability: $1,000,000 per occurrence.
DEDUCTIBLES AND SELF-INSURED RETENTION
Any deductibles or self-insured retention must be declared to and approved by the City. At the option of the City, either: the insurer shall reduce or eliminate such deductibles or self -insured retention as respect the City, its officers, officials, employees and volunteers; or the Contractor shall procure a bond guaranteeing payment of losse s and related investigations, claim administration and defense expenses.
ITEM 9.4.
ATTACHMENT 2
Contract No. 2022-22
CLAIMS MADE ON PROFESSIONAL LIABILITY INSURANCE
If professional liability coverage is written on a Claims Made form:
1. The “Retro Date” must be shown and must be on or before t he date of the Agreement or the beginning of the Agreement performance by Contractor.
2. Insurance must be maintained, and evidence of insurance must be provided for at least one (1) year after completion of the Agreement.
3. If coverage is cancelled or non-renewed, and not replaced with another claims made policy form with a “Retro Date” prior to the contract effective date, the Contractor must purchase “extended reporting” coverage for a minimum of one (1) year after completion of the Agreement.
OTHER INSURANCE PROVISIONS
The insurance policies required in this Agreement are to contain, or be endorsed to contain, as applicable, the following provisions:
1. ADDITIONAL INSURED STATUS : The City, its officers, directors, officials, employees, and volunteers are to be endorsed as additional insured as respects: liability arising out of activities performed by or on behalf of the Contractor; products and completed operations of the Contractor; premises owned, occupied, or used by the Contractor; or a utomobiles owned, leased hired or borrowed by the Contractor. The coverage shall contain no endorsed limitations on the scope of protection afforded to the City, its officers, directors, officials, employees, or volunteers. Applicable to General Liability, use ISO form CG 2010 11-85 only, and Auto Liability Policies.
2. PRIMARY INSURANCE: For any claims related to this agreement, the Contractor’s insurance coverage shall be endorsed to be primary insurance as respects the City, its officers, officials, employees and volunteers. Any insurance or self -insurance maintained by the City, its officers, directors, officials, employees, or volunteers shall be excess of the Contractor’s insurance and shall not contribute with it. Applicable to Genera l Liability and Auto Liability policies.
3. FAILURE TO COMPLY: Any failure to comply with reporting or other provisions of the policies including breaches of warranties shall not affect coverage provided to the City, its officers, directors, officials, employees, agents or volunteers. Applies to policies in which the City is named as an additional insured.
4. SEVERABILITY OF INTEREST : The Contractor’s insurance shall apply separately to each insured against whom claim is made or suit is brought, except wi th respect to the limits of the insurer’s liability. Applicable to General Liability and Auto Liability policies.
ITEM 9.4.
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Contract No. 2022-22
5. MAINTENANCE OF INSURANCE COVERAGE: The Contractor shall maintain all insurance coverages in place at all times and provide the City with evidence of each policy’s renewal ten (10) days in advance of its anniversary date. Each insurance policy required by this clause shall be endorsed to state that coverage shall not be canceled by either party, reduced in coverage, or reduced in limits, exce pt after thirty (30) days’ written notice for cancellation or sixty (60) days’ written notice for non -renewal has been given to the City. For non - payment of premium 10 days’ prior written notice of cancellation, certified mail, return receipt requested is required. Applicable to all policies.
6. WORKER’S COMPENSATION WAIVER OF SUBROGATION: The worker’s compensation policy required hereunder shall be endorsed to state that the worker’s compensation carrier waives its right of subrogation against the City, its officers, directors, officials, employees, agents or volunteers, which might arise by reason of payment under such policy in connection with performance under this Agreement by the Contractor.
7. PROPERTY WAIVER OF SUBROGATION : Course of construction policies shall contain the following provisions:
1. The City shall be named as loss payee.
2. The insurer shall waive all rights of subrogation against the City.
8. CIVIL CODE PROVISION: Coverage shall not extend to any indemnity coverage for the active negligence of the additional insured in any case where an agreement to indemnity the additional insured would be invalid under Subdivision (b) of Section 2782 of the Civil Code.
9. ACCEPTABILITY OF INSURERS : Insurance is to be placed with insurers with a current A.M.
Best’s rating of no less than A-VII. The City Risk Manager may waive or alter this requirement, or accept self -insurance in lieu of any required policy of insurance if, in the opinion of the Risk Manager, the interests of the City and the general public are adequately protected.
10. SUBCONTRACTORS: CONTRACTOR shall require all subcontractors to maintain adequate insurance. Subcontractors shall name the CONTRACTOR as additional insured on their General Liability policies. CONTRACTOR shall maintain copies of certificates of insurance and additional insured endorsements as provided by its subcontractors. All subcontractors shall be subject to all terms and conditions stated herein.
ITEM 9.4.
ATTACHMENT 2
Contract No. 2022-22
APPENDIX C
ADDITIONAL SPECIAL PROVISIONS
C.1) PAYROLL RECORDS
Attention is directed to Section 1776 of the Labor Code of the State of California. Regulations complementing said Section 1776 are located in Section 16000 and Sections 16400 through 16403 of Title 8, California Administrative Code. The Contractor is re quired to comply with the provisions of Section 1776 of said Labor Code. The Contractor shall also be responsible for compliance by their subcontractors.
C.2) PREVAILING WAGE
See Section 5 in Appendix A. The contractor is required to submit certified payrolls on a monthly basis. Failure to submit payroll records is cause for delay in payment or payment may be stopped.
C.3) PRESERVATION OF PROPERTY
Attention is directed to Section 13-1.01, "Preservation of Property" of the Standard Construction Specifications and these Special Provisions.
The Contractor shall take every precaution to protect all public and private property during the performance of this contract. Any damages caused by the Contractor’s personnel or equipment will promptly be repaired to the co ndition existing before the damage. If, in the opinion of the Contract Manager, or their designee, repair is not possible, the damaged facilities will be replaced in kind and size. All costs for such repairs or replacements shall be the sole responsibili ty of the Contractor. Damages to City facilities due to the Contractor’s lack of performance in accordance with these specifications are the Contractor’s responsibility.
C.4) TRAFFIC MAINTENANCE
The Contractor's attention is directed to Section 7 -1.04, "Publi c Safety", and Section 12, “Temporary Traffic Control,” of the Standard Specifications, the Uniform Manual of Traffic Control Devices (latest edition of the California Supplement), and these Special Provisions.
Typically, a minimum of one (1) traffic lane, (not less than 3.66 m (12 feet wide), per direction, shall be allowed for closure during construction activity, or as defined within the approved traffic control plan. All other traffic lanes shall be open for public vehicular traffic at all times durin g non-construction activity. No work that interferes with public traffic shall be performed between 3:30 p.m. and 8:30 a.m. except work required under Section 7 -1.03, "Public Convenience", and Section 7 -1.04, "Public Safety" , of the Standard Specifications or by special approval of the Contract Manager, or their designee.
The full width of the traveled way shall be open for use by public traffic on Saturdays, Sundays and designated legal holidays and when maintenance operations are not actively in progress.
Prior to performing any work, under this contract the Contractor shall prepare and submit a Traffic Control Plan (TCP) to the Contract Manager, or their designee, for review. Note: To avoid delays, the Contractor is encouraged to submit in advance, several standard TCP’s covering the ITEM 9.4.
ATTACHMENT 2
Contract No. 2022-22
most common maintenance situations anticipated, prior to the start of the contract period. ALL night work (if any), requires a MANDATORY TCP, for each occurrence.
If traffic controls are required for any operation under this contract to ensure the safety of workers and the public, a TCP must be submitted to the Contract Manager, or their designee, four (4) working days in advance of performing said operation. The Contractor must receive written approval from the Contract Manager, or their designee, prior to implementing any traffic controls and notify Police, and Fire at least twenty -four (24) hours in advance of implementing the traffic controls. Review and approval of a TCP by the Contract Manager, or their designee, is based upon general conformance with Federal, State and local regulations and standards and does not relieve Contractor of responsibility for the safety of its workers and the public.
If any component in the Contractor's traffic control system is displaced, damaged, or ceases to operate correctly, from any cause, during the life of the work, the Contractor shall immediately repair said component to its original condition or replace said component and shall restore the component to its original location.
The Contract Manager, or their designee, shall review and approve all TCPs on the basis of general conformance with applicable regulations and standards. Such review and approval of a TCP does not relieve Contractor of responsibility for public and worker safety.
Full compensation for conforming to the requirements of this Section shall be considered as included in the prices paid for the various Contract items of work and no separate payment will be made therefore.
C.5) REGULATIONS AND CONDUCT OF WORK
The Contractor shall plan and conduct the work to comply with local, State, and Federal government agencies’ applicable rules, regulations, codes, and ordinances to adequately safeguard persons and property from injury. The Contractor shall direct the performance of the work in compliance with reasonable safety regulations and work practices, and with applicable federal, state, and local laws, rules and regulations including but not limited to “Occupational Safety and Health Standards” promulgated by the U.S. Secretary of Labor, and Safety Orders of the California Division of Industrial Safety.
C.6) PERSONNEL
All work shall be performed by qualified and trained personnel with a minimum of two (2) years of experience in surface treatments. Experience must include use of typical tools and operation of commonly used equipment. All workers shall be neat and orderly in appearance.
C.7) SUPERVISION
The Contractor shall provide a competent superintendent during all times that work is being performed with the authority to represent and act for the Contractor in any matter pertaining to this contract. The Contractor shall furnish the names of all such superintendents to the Contract Manager, or their designee, prior to the commencement of th is contract and further advise of any changes.
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C.8) DISMISSAL OF UNSATISFACTORY EMPLOYEES
The Contractor shall only furnish workers who are competent and skilled for work under this contract. If, in the opinion of the Contract Manager, or their designee, an employee of the Contractor is incompetent or disorderly, refuses to perform in accordance with the contract specifications, threatens or uses abusive language while on City property, does not meet safety requirements or is otherwise unsatisfactory, that employee shall be removed from all work under this contract. Contractor shall remove an unsatisfactory employee from contract sites immediately following notification.
C.9) PAYMENT
Attention is directed to Section 8 , “Measurement and Pa yment”, of the Standard Construction Specifications. The following shall be substituted with regard to invoicing procedure.
At the end of each month the Contractor shall submit invoice(s) to the City for maintenance work approved by the City.
The Contractor’s routine maintenance invoice shall include; Invoice Number
Invoice Date
City’s Contract Number
Period Service Provided (Date from – Date to)
A breakdown of each work order completed with a description of the work performed, quantity of the work performed, unit cost, and total cost for the work performed.
Billing shall be submitted to the following address:
City of Rancho Cordova
Public Works Department
3303 Luyung Drive
Rancho Cordova, CA 95742
ATTN: Victor Ramos
C.10) WITHHOLDING OF PAYMENT
For work deemed by the Contract Manager, or their designee, as not meeting the requirements of the specifications, the City shall withhold payments or percentages thereof for work not completed, or until work is completed as per contract specifications. The City shall withhold payments or percentages thereof for work that is not completed on schedule.
C.11) FAILURE TO PERFORM
If the Contractor, or his representative, fails to perform in accordance with the terms and conditions of this contract, the Contract Manager, or their designee, will specify the reasons and locations as applicable by written correspondence. Failure by the Contractor to correct any deficiencies within one (1) calendar week of notification may result in withholding of payment.
Failure by the Contractor to correct any deficiencies within two (2) calendar weeks or more may result in formal writt en warning (30 -day notice) to the contractor specifying that such ITEM 9.4.
ATTACHMENT 2
Contract No. 2022-22
deficiencies must be corrected. Failure by the contractor to correct such deficiencies within the 30-day specified time period may result in termination of this contract.
In the event of termination, the City shall be liable only for payment of those services performed and accepted by the City prior to the date of termination. Any damages to property caused by the contractor’s inability to meet specification shall be recovered by withholding payments. The Contractor and his surety shall be liable and assessed for any and all costs for the re-procurement of the contract services and damages to City facilities.
C.12) INSPECTION
The Contractor might receive an inspection report from the Contract Manager, or their designee.
This form will indicate any deficiencies in the work performance of the Contractor. The Contract Manager, or their designee, may inform the Contractor by telephone of urgent deficiencies for immediate attention or repairs. Inspection by City staff will occur the following day the Contractor has serviced the areas.
Lack of Inspections by the City staff does not relieve the Contractor of his obligations to provide services as required by these specifications. Lack of receipt of inspection reports does not relieve the Contractor of his obligations to provide services as required by these specifications.
C.13) COMPLIANCE WITH STANDARD TERMS & CONDITIONS
The Contractor agrees to be bound by our standard contract conditions, a sample of which is attached to this RFB (Appendix A), and to all other terms and conditions in this RFB.
C.14) INSURANCE
The Contractor, upon being notified of being awarded the contract, shall have their Certificate of Insurance delivered to City of Rancho Cordova Public Works Department, 3303 Luyung Drive, Rancho Cordova, CA 9 5742, Attn: Victor Ramos. Contractor’s insurance shall comply with all insurance requirements as shown in Appendix B. No goods or s ervices shall be rendered by the contractor until a valid Certificate of Insurance is on file with The City of Rancho Cordova.
C.15) INDEMNITY
The Contractor indemnifies the City as stated in Section 9 of Appendix A.
C.16) CODES AND LEGAL REQUIREMENTS
(a) All reference to codes, specifications, and standards in the contract documents shall mean, and are intended to be, the latest editions, amendments, and/or revisions of such reference documents in effect, as of the date of this contract.
(b) Authorities shall apply the minimum work requirements available to any work done for this project. Nothing described in these contract documents shall be construed to permit work not conforming to the most stringent of applicable codes and regulations.
ITEM 9.4.
ATTACHMENT 2
Contract No. 2022-22
(c) When contr act documents call for materials or construction of better quality or larger size than required by applicable codes, laws, rules or regulations, the contract documents shall take precedence.
C.17) TERMINATION
Any contract resulting from this RFB may be canceled by either party upon thir ty (30) calendar days advance notice in writing.
C.18) SOUND CONTROL REQUIREMENTS
Sound control shall conform to the provisions in Section 12 -1.09B, "Noise" of the Standard Construction Specifications.
The noise level from the Contractor's operations, between the hours of 8:00 p.m. and 7:00 a.m., shall not exceed 86 dbA at a distance of 15 m (50 feet). Said noise level requirement shall apply to all equipment on the work or related to the work, including but not limited to trucks, transit mixers or transient equipment that may or may not be owned by the Contractor. The use of loud sound signals shall be avoided in favor of light warnings except those required by safety laws for the protection of personnel.
Full compensation for conforming to the requirements of this section shall be considered as included in the Contract prices paid for the various Contract items of work involved and no additional compensation will be allowed, therefore.
C.19) COOPERATION
Attention is directed to Section 5 -5, " Cooperation with Other Entities ," of the Standard Construction Specifications.
The Contractor shall notify United Service Alert (USA) prior to commencing any excavation:
Underground Service Alert (USA) – 811.
C.20) PUBLIC CONVENIENCE
Public convenience shall conform to the provisions in Section 7 -1.03, "Public Convenience," of the Standard Specifications. The Contractor shall limit his operations to weekdays between the hours of 7:00 A.M . to 6:00 P.M . unless otherwise approved by the Contract Manager, or their designee.
No work will commence before 8:30 A.M. on the City main arterial and collector street without prior written approval by the Contract Manager, or their designee.
Temporary closure of driveways may be allowed subject to the advance written approval of the affected property owners and the Contract Man ager, or their designee . Prior to closure of a driveway, the Contractor shall coordinate and notify the property owner at least twice of such closure. The Contractor shall deliver closure notices to residents and operators of commercial properties seventy -two (72) hours prior to each closure, (t wenty-four (24) hour notice for emergency repairs).
ITEM 9.4.
ATTACHMENT 2
Contract No. 2022-22
It is the Contractor's responsibility to provide and accommodate all residents, operators of commercial properties and property owners’ specific needs for driveway and pedestrian access at all times.
Full compensation for conforming to the provisions of this Section shall be considered as included in the prices paid for the various contract items of work and no additional compensation will be allowed, therefore.
C.21) OBSTRUCTIONS
Attention is directed to the presence of overhead and underground utilities in the construction sites. The Contractor shall exercise due caution in performing his work so as not to damage the utilities. The work specified shall be so conducted by the Con tractor as to permit the utility companies to maintain their services without interruption. Utilities which are to remain in place shall be worked around and protected from damage or interruption of service. The Contractor shall coordinate his work with the utility companies where utilities are to be relocated or set to grade.
The toll-free number for Underground Service Alert (U.S.A.) is 811. The Contractor shall take adequate measures to e nsure that their operations do not harm any existing underground facilities not specifically mentioned or shown on the plans.
Construction area signs shall be furnished, installed, maintained , and removed when no longer required by the Contractor in accordance with the provisions in Section 12 , “Safety, Public Convenience, and Traffic Control”, of the Standard Construction Specifications.
Full compensation for conforming to the requirements of this Section shall be considered as included in the prices paid for the various contract items of work and no additional compensation will be allowed, therefore.
C.22) WATER POLLUTION CONTROL
Water pollution control work shall conform to the requirements in Section 13 , “Water Pollution Control”, of the Standard Specifications, and these Specifications.
As part of the water pollution control work, a Water Pollution Control Program, hereafter referred to as the "WPCP," is required for this contract. The WPCP shall be prepared in accordance with Caltrans Storm Water Quality Handbooks, SWPPP and WPCP Preparation Manual, current addition.
Implementation, inspection, maintenance, and modification of the WPCP shall be in accordance with the Caltrans Storm Water Quality Handbooks, Construction Site Best Management Practice Field Manual and Trouble Shooting Guide, current addition.
Copies of the above Caltrans handbooks may be obtained from the Department of Transportation, Material Operations Branch, Publication Distribution Unit, 1900 Royal Oaks Drive, Sacramento, California 95815, Telephone: (916) 445-3520.
ITEM 9.4.
ATTACHMENT 2
Contract No. 2022-22
The Contractor shall become fully informed of, and comply with the applicable provisions of the Handbook and Federal, State and local regulations that govern the Contractor's operations and storm water discharges from both the project site and areas of disturbance outside the project limits during construction.
Unless arrangements for disturbance of areas outside the project limits are made by the City of Rancho Cordova and made part of the contract, it is expressly agreed that the City assumes no responsibility to the Contractor or property owner whatsoever with respect to any arrangements made between the Contractor and property owner to allow disturbance of areas outside the project limits.
The Contractor shall be responsible for the costs and for any liability imposed by law as a result of the Contractor’s failure to comply with the requirements set forth in this section "Water Pollution Control" including, but not limited to, compliance with the applicable provisions of the Handbook and Federal, State and local regulations. For the purposes of this paragraph, costs and liabilities include but are not limited to fines, penalties and damages whether assessed against the City or the Contractor, including those levied under the Federal Clean Water Act and the State Porter Cologne Water Quality Act.
Full compensation for conforming to the requirements of this section shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed, therefore.
C.23) QUANTITIES
The quantities shown in the RFB are given to provide bidders with an indication of potential work and the order of magnitude and scope of work. The actual amount of work done under this contract may differ from the quantities shown. The City does not expressly or by implication agree that the actual amount of work will correspond therewith but reserves the right to increase or decrease the amount of any class or portion of the work or to omit portions of the work as directed by the Contract Manager, or their designee.
C.24) PAVEMENT SURFACE PREPARATION
The Contractor shall be responsible for removing all vegetation from the edge of pavement, and cracks sweeping and washing the pavement in advance of slurry seal coat operations. P ressure washing shall be used for the complete removal of dust that may cause seal coat slippage. The Contractor shall remove and dispose of all pavement markers and traffic markings prior to the slurry seal coat as required by the Contract Manager, or their designee.
All thermoplastic limit lines, crosswalks and legends applied to the road surface shall be scarified prior to placing the pavement repairs or slurry seal coats. Scarification shall be performed by grinding such that approximately 20% of the underlying pav ement is exposed. All material resulting from the grinding operation shall be removed immediately from the right -of-way and shall be transported and properly disposed of off -site. Striping removal shall occur no sooner than one calendar day prior to slurry seal coat operations. If the striping removal is performed on a day other than the day of pavement repair or seal coat operations, the Contractor shall ITEM 9.4.
ATTACHMENT 2
Contract No. 2022-22
supply and install temporary pavement markings at no additional cost as detailed in these Special Provisions. The Contractor shall be responsible for the removal of the temporary pavement markings prior to placement of the slurry seal coat.
Pavement surface preparation shall include elastomeric applied sealing of pavement cracks. The Contract Manager, or their designee , shall direct the Contractor to seal asphalt surface cracks prior to the placement of the slurry seal.
Crack sealing material shall conform to the requirements for polymer -modified sealants as specified in ASTM D36, D5329, D3111 and D70 Specifications. Prior to the application of the crack sealant material the Contractor shall submit manufacturer’s printed Product Data Sheets to the Contract Manager, or their designee, to verify conformance with these ASTM Specifications.
Asphalt sealants shall be applied to clean, dry, properly prepared pavement cracks. If crack width is less than ¼ inch, they must be routed before sealant is applied. When ambient temperatures are below 40 degrees F. the Contractor shall use a hot compressed air lance to achieve clean, dry conditions for sealant installation.
Melt sealant in a kettle or melter constructed as an oil jacketed or “double” boiler. Sealant shall be applied at temperatures between 350 degrees and 400 degrees F. The kettle shall have temperature-monitoring capabilities to confirm conformance with this requirement.
Prior to sealant application remove vegetation and all incompressible materials from cracks by means of a ho t compressed air lance. Cracks less than one quarter (1/4) inch in width must be routed to a minimum one half (1/2) inch by one half (1/2) inch in shape. Cracks shall be prepared using approved backing material after cleaning, if necessary, to maintain 1 to 1 depth to width profile as specified by the Contract Manager, or their designee.
Install heated sealant directly into cracks not to exceed a one (1) inch wide band. Control thickness to one-eight (1/8) inch concave surface appearance.
All manholes, utility vaults, valve boxes and survey monument covers encountered in pavement areas to be repaired or sealed shall be carefully referenced out prior to pavement work by the Contractor. All exposed survey monuments shall be referenced out prior to the pavement work, covered by an appropriate method approved by the Contract Manager, or their designee , and uncovered after the slurry seal coat is completed without disturbing or damaging the survey monument.
The contract price paid for pavement surface preparation work is LANE MILE , along the edge of each paved lane parallel to the pavement’s centerline and adjacent shoulder; and shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals and for doing all work included in the preparation of pavement surface to receive slurry seal coat including the furnishing and placement of crack sealing material, the removal of thermoplastic limit lines, crosswalks and legends and the referencing out of all manhole, utility vaults, valve boxes and survey monuments, as specified in the Standard Construction Specifications, Special Provisions ITEM 9.4.
ATTACHMENT 2
Contract No. 2022-22
and as directed by the Contract Manager, or their designee, and no additional compensation shall be allowed therefore.
C.25) MOBILIZATION
Mobilization shall be in accordance with Section 8 -1.03, “Payment for Mobilization”, of the Standard Construction Specifications. Full compensation for conforming to the requirements of this Section shall be considered as included in the prices paid for the various c ontract items of work and no separate payment will be made, therefore.
C.26) SLURRY SEAL
This work includes placing of s lurry seals. The estimated quantities involved in this section are for bidding purposes only. The quantity may be extended, reduced, or deleted at the discretion of the Contract Manager, or their designee, with no change in unit price.
Slurry seal shall conform to Section 14-3.04.A, “Slurry Seal (Type 2)” , of the Standard Construction Specifications and these special provisions.
The aggregate for slurry seal shall be Type 2.
Polymer modified asphaltic emulsion shall be composed of a bituminous material uniformly emulsified with water and an emulsifying or stabilization agent and shall contain a polymer.
The polymer used in the manufacture of polymer modified asphaltic emulsions shall be at the option of the Contractor, either neoprene, or a copolymer of butadiene and styrene. The polymer used in the polymer modified asphaltic emulsion shall be homogenous and shall be milled into the product at the colloid mill.
ITEM 9.4.
ATTACHMENT 2
Contract No. 2022-22
The polymer modified asphaltic emulsion shall be Grade PMCQS1h and shall conform to the following requirements:
Type Cationic
Grade PMCQS1h
Properties Min. Max
Tests on Emulsion:
Viscosity SSF @ 25°C, sec
AASHTO Designation: T 59
15 90
Sieve Test, %
AASHTO Designation T 539
— 0.30
Storage Stability, 1 day, %
AASHTO Designation: T 59
— 1
Residue by Evaporation, %
California Test 331
57 —
Particle Charge
AASHTO Designation: T 59 Positive
Tests on Residue from Evaporation Test
Penetration, 25°C
AASHTO Designation: T 49
40 90
Ductility, 25°C, mm
AASHTO Designation: T 51
400 —
Torsional Recovery, %
California Test 332
18 —
or
Polymer Content, %
California Test 401
2.5 —
Note:
When the test for polymer content of polymer modified asphaltic emulsion is used, see sampling requirements in Section 94-1.03, "Sampling", of the Standard Specifications.
The Contractor shall be responsible for inspecting the street prior to performing the slurry seal operation to assure proper bonding. If the Contract Manager, or their designee, determines that additional sweeping is necessary, the Contractor shall schedule an additional sweeper as soon as possible at no cost to the City. The City shall be held free of any liability due to any delays experienced by the Contractor during the time a sweeper is scheduled and the sweeper finishes the work.
At least seventy-two (72) hours prior to the beginning of slurry seal operations, the Contractor shall notify all residents, businesses, and agencies by an approved, written notice detailing streets and limits of work to be done and the hours of work. The Contractor shall, prior to the beginning of slurry seal operations, post streets that are to be worked upon with approved "No Parking - ITEM 9.4.
ATTACHMENT 2
Contract No. 2022-22
Tow Away" signs at 100-foot intervals. These signs shall state the day of the week and the hours of no parking.
To prevent blockage, existing slotted drain and drainage inlet grates shall be protected during the slurry seal operations. If the slotted drain and drainage inlet grates are blocked as a result of the slurry seal operations, the Contractor shall remove the slurry seal materials from the inlet grates. Full compensation for protecting, inspecting and cleaning the grates shall be considered as included in the contract price paid per square foot of slurry seal and no additional compensation will be made therefore.
Payment for Slu rry Seal shall be made per square foot of application, as measured in the field.
Payment shall be at the contract unit price bid per square foot and shall include traffic control, surface preparation, application curing time and all labor and materials in volved and no additional payment allowed therefore.
Quantities of material wasted or disposed of in a manner not called for under the contract, or rejected loads of material, including material rejected after it has been placed by reason of the failure of the Contractor to conform to the provisions of the contract, or materials placed outside the lines indicated from the transporting vehicle, or material remaining on hand after completion of the work, will not be paid for and such quantities will be deduct ed from the final total quantities. No compensation will be allowed for hauling rejected material.
C.27) BASE REPAIR
Base Repair provides for the full removal and replacement of minor areas of failed pavement.
The estimated quantities involved in this section are for bidding purposes only. The quantity may be extended, reduced, or deleted at the discretion of the Contract Manager, or their designee with no change in unit price.
Tack coat of asphalt emulsion shall conform to Sections 37, “ Bituminous Seals ”, 39, “Asphalt Concrete”, and 94, “Asphaltic Emulsions” of the Standard Specifications. Aggregate Base –Class II and Asphalt Concrete, ¾” Type A shall comply with these Special Provisions.
Base Repair shall consist of saw cutting, excavation and removal of existing failed roadway pavement and basement material and proper disposal of all unsuitable materials. The structural section for Base Repair shall be the following unless directed otherwise by the Contract Manager, or their designee.
• Arterial Base Repair shall be 5.5” AC over 20.5” AB
The areas of Base Repair shall have a minimum width of three (3) feet, a minimum length of five (5) feet, although most areas may be significantly larger in both dimensions. The area of removal of failed pavement and basement materials shall be as determined by the Contract Manager, or their designee, in the field. Any pavement removal required near the lip of gutter, the existing edge of pavement, or another area of pavement removal shall be extended such that no existing pavement shall remain with a width of less than twenty-four (24) inches.
ITEM 9.4.
ATTACHMENT 2
Contract No. 2022-22
A tack coat of asphalt emulsion sh all be applied to all concrete and asphalt concrete edges in preparation for installing deep lift asphalt concrete. Each layer of asphalt concrete shall not exceed 0.40 foot in compacted thickness. No layer shall be placed over a layer which exceeds
0.25 foot in compacted thickness until the temperature at mid-depth, of the layer which exceeds
0.25 foot in compacted thickness, is no more than 160oF. The maximum thickness of the surface layer of deep lift asphalt concrete, that layer directly below leveling course or overlay, shall be
0.25 foot. Areas of Base Repair shall be brought up to the existing surface grade.
Payment for Base Repair shall be made per square foot of area repaired, as measured in the field.
Payment shall be at the contract unit price bid per square foot and shall include all traffic control, saw cutting, excavation, removal and disposal of un-suitable material, furnishing and placement of Class II Aggregate Base, tack coat and ¾” Type A Asphalt Concrete and labor and mate rials involved and no additional payment allowed therefore.
C.28) CLASS 2 AGGREGATE BASE (AB)
Aggregate base shall be Class 2 and shall conform to Section 22 -2, “Aggregate Base ”, of the Standard Construction Specifications, Section 26, “Aggregate Bases ”, of the Standard Specifications.
Aggregate base shall be produced from commercial quality aggregate consisting of broken stone, crushed gravel, clean, rough-surfaced gravel and sand, or a combination thereof. The grading of the material shall be three -fourth in ch (3/4”) maximum. Spreading and compacting shall be performed by methods that will produce a uniform base when firmly and properly compacted free from pockets of coarse or fine material.
The Contractor shall insure the subbase is compacted to the requirements set forth in Section 25, “Aggregate Subbases”, of the Standard Specifications before placing aggregate base.
The aggregate base and aggregate subbase shall be placed in layers not to exceed 5" thick and shall have a relative compaction of 95% Class 2 aggregate. Aggregate base that is used to provide temporary access to work areas, driveways, and all other work that is necessary shall be paid for by the Contractor.
Full compensation for conforming to the requirements of this section shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed, therefore.
C.29) ASPHALT CONCRETE (AC), TYPE A
The work in this Section shall include all labor, materials, and equipment required to complete all asphalt paving work, including, but not necessarily limited to, asphalt pavements and bases, asphalt overlays, and asphalt as specified herein or otherwise necessary so that other materials or work may be installed and/or performed and that the whole work is completed in accordance with the contract documents.
ITEM 9.4.
ATTACHMENT 2
Contract No. 2022-22
Tack coat of Type SS -1 asphaltic emulsion shall conform to Section 39 , “Asphalt Concrete”, and 94, “Asphaltic Emulsions”, of the Standard Specifications and shall be included in the unit bid price for asphalt concrete. All asphalt concrete on this project shall be as follows and as specified in Section 39 “Asphalt Concrete”, of the Standard Specifications and these Specifications.
All asphalt shall be viscosity grade AR-8000 and shall conform to the requirements of Section 92, “Asphalt Binders”, of the Standard Specifications. Supplying, mixing, proportioning and storing Asphalt Concrete, Type A shall conform to the requirements as specified in Section 39, “Asphalt Concrete” of the Standard Specifications.
Mix Design Tolerances – Certificate of compliance shall be required from the supplier of the asphalt concrete and delivered to the Contract Manager, or their designee, not less than ten (10) working days prior to any scheduled asphalt concrete work.
TEST INDIVIDUAL TEST
RESULTS
TEST METHOD
NO. CALIFORNIA
Loss in L.A. Rattler (after 500 rev.) 45% Max. 211
Kc and Kf 1.8 Max. 303
Sand Equivalent 45 Min. 217
Stabilometer Value
¾”
35 Min.
30 Min.
304
304
3/8”
Moisture Vapor Susceptibility 25 Min. 307
Swell 0.030” Max. 305
Lab Compacted Density 304
Maximum Specific Gravity ASTM D-2041
Air Voids Content (%) 3 Min. – 4.5 Max.
Preparation for AC Type A shall conform to these Specifications. The tack coat shall be applied at the approximate rate of 0.05 to 0.15 gallon per square yard. The exact rate will be determined by the Contract Manager, or their designee. The area to which a tack coat has been applied shall be closed to public traffic. Care shall be taken to avoid tracking binder material onto existing pavement surfaces beyond the limits of construction.
Hauling of asphalt concrete to the job site shall be in accordance with Section 23 -5, “Hauling Equipment”, of the Standard Construction Specifications and these Specifications. Placement of asphalt concrete shall be in accordance with Section 23 -8, “AC Placement Method”, of the ITEM 9.4.
ATTACHMENT 2
Contract No. 2022-22
Standard Construction Specifications and t hese Specifications. Should the methods and equipment furnished by the Contractor fail to produce a layer of asphalt concrete conforming to the requirements, including straightedge tolerance, of Section 39 , “Asphalt Concrete”, of the Standard Specification s, the paving operations shall be discontinued and the Contractor shall modify his equipment or furnish substitute equipment. Placing of the asphaltic concrete adjacent to the lips of gutters shall be such that a rise above said lips of 1/4 inch shall remain after compaction.
Acceptance testing shall be in accordance with Section 23-9, “AC Placement Acceptance Testing” of the Standard Construction Specification. The Contractor shall remove and replace asphalt concrete that is tested for in -place relative compaction of less than 93%. Finished asphalt concrete pavement which does not conform to the specified compaction requirements will be paid for using the following pay factors:
IN PLACE RELATIVE
COMPACTION
PAY FACTORS
93% or greater
100%
92.9% – 92%
95%
91.9% - 90%
90%
89.9% or less
Remove and replace as directed
by the Contract Manager, or their
designee.
The completed surface shall be thoroughly compacted, smooth, and true to grade and cross section, free from ruts, humps, depressions or irregularities. When a straight edge 10 feet long is laid on the finished surface and parallel with the center line of the highway, the surface shall not vary more than 0.01 feet from the lower edge of the straight edge. When tested transversely to traffic, the surface shall incline continuously in the direction of the drainage so that no depressions, which will not drain, remain in the surface after rolling. Any ridges, indentations or other objectionable marks left in the surface of the asphalt concrete by equipment shall be eliminated by rolling or other means. The use of any equipment that leaves ridges, indentations or other objectionable marks in the asphalt concrete shall be discontinued and other acceptable equipment shall be furnished by the contractor. A drop -off of more than 0.15 -feet will not be allowed at any time between adjacent lanes open to public traffic. Kraft paper, or other approved bond breaker, may be placed under the conform tapers to facilitate the removal of the taper when paving operations resume. Half-width surfacing operations shall be conducted in such manner that, at the end of each day’s work, the distance between the ends of adjacent surfaced lanes shall not be greater than can be completed in the following day of normal surfacing operations. Shoulders adjacent to a lane being paved shall be surfaced prior to opening the lane to traffic. Finishing roadway shall conform to Section 22, “Finishing Roadway” of the Standard ITEM 9.4.
ATTACHMENT 2
Contract No. 2022-22
Specifications. The entire roadway and right -of-way shall be left in a neat and presentable condition to the satisfaction of the Contract Manager, or their designee.
Quantities of material wasted or disposed of in a manner not called for under the contract, or rejected loads of material, including material rejected after it has been placed by reason of the failure of the Contractor to conform to the provisions of the contract, or materials placed outside the lines indicated from the transporting vehicle, or material remaining on hand after completion of the work, will not be paid for and such quantities will be deducted from the final total quantities. No compensation will be allowed for hauling rejected material. Asphalt Concrete, Type A is specified as included in other items of work listed in the RFB and no additional compensation shall be allowed, therefore.
C.30) TRAFFIC STRIPES AND PAVEMENT MARKINGS
Restoration and/ or removal and replacement of thermoplastic traffic stripes and pavement markings shall conform to Section 84, “Markings”, of the Standard Specifications and Section 48- 2, “Traffic Stripes and Pavement Markings”, of the Standard Construction Specifications.
The Contractor shall furnish all labor, equipment and materials required for restoration and/or removal and replacement of thermoplastic stripes and pavement markings. This work includes, but is not limited to, the following:
• Legends
• Arrows
• Limit Lines
• Barrier Lines
• Crosswalks
The Contractor shall furnish all labor, equipment, and materials required for removal and replacement of raised pavement markers.
Full compensation for conforming to the requirements of this section shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed, therefore.
ITEM 9.4.
ATTACHMENT 2
Contract No. 2022-22
ITEM 9.4.
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Contract No. 2022-22
ITEM 9.4.
ATTACHMENT 2
Contract No. 2022-22
ITEM 9.4.
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ITEM 9.4.
ATTACHMENT 2
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MEMORANDUM
City Council Staff Report - Page 1 of 1
ITEM 9.5.
DATE: February 22, 2022
TO: Honorable Mayor and Council Members
FROM: Joe Cuffe, Building Official
SUBJECT: A RESOLUTION AUTHORIZING THE CITY MANAGER TO EXECUTE
A CONTRACT AMENDMENT WITH BPR CONSULTING GROUP, LLC
TO INCREASE THE CONTRACT AMOUNT FROM $100,000
TO $750,000 AND EXTEND THE CONTRACT DATE TO DECEMBER
31, 2025 FOR ON-CALL PLAN REVIEW AND INSPECTION
SERVICES
RECOMMENDATION
Adopt the Resolution.
RESULT OF RECOMMENDED ACTION
The contract amendment will increase the total contract amount from $100,000 to $750,000 and extend the term to continue to provide plan review and inspection services for the Building and Safety Division through December 31, 2025.
BACKGROUND
In August 2021, the City entered into an agreement with BPR Consulting Group, LLC. to provide on-call plan review and technical support to the building and safety department. Based on an evaluation of work performed under the existing contract and forecasting the potential work effort that will need to be done over the next 3+ years, it is necessary to increase the current contract limit from $100,000 to $750,000 and extend the term of services to December 31, 2025.
FISCAL IMPACT AND FUNDING SOURCE
The cost of services are covered by permit fee revenues.
ATTACHMENT(S)
1. Resolution
2. Contract Amendment with BPR
ITEM 9.5. ATTACHMENT 1 Resolution No. XX-2022 Page 1 of 1
CITY OF RANCHO CORDOVA
RESOLUTION NO. XX-2022
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF RANCHO CORDOVA,
STATE OF CALIFORNIA, AUTHORIZING THE CITY MANAGER TO EXECUTE A
CONTRACT AMENDMENT WITH BPR CONSULTING GROUP, LLC
WHEREAS, the City of Rancho Cordova entered into Contract No. 2021-272 with BPR Consulting Group, LLC on August 31, 2021, in the amount of $100,000 for six (6) months to provide building plan review, inspection, and permit services to the Building and Safety Division; and
WHEREAS, adoption of this Resolution will authorize the City Manager to execute a contract amendment to extend the expiration date of the contract from March 1, 2022 to December 31, 2025 and increase the total compensation from $100,000 to $750,000; and WHEREAS, those services will exceed the maximum amount the City manager has authorization to approve; and
WHEREAS, there are sufficient funds budgeted to cover the costs of the contract.
NOW, THEREFORE, BE IT HEREBY RESOLVED THE CITY COUNCIL OF THE CITY OF RANCHO CORDOVA does authorize the City Manager to execute a Contract Amendment with BPR Consulting Group, Consultant, in a form approved by the City Attorney.
PASSED AND ADOPTED by the City Council of the City of Rancho Cordova on the 22nd day of February, 2022 by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
____________________________
Donald Terry, Mayor
ATTEST:
Stacy Leitner, CMC
City Clerk
ITEM 9.5. ATTACHMENT 2 Contract No. 2021-272-1
First Amendment to Professional Services Agreement between Page 1 of 2 City of Rancho Cordova and BPR Consulting Group
FIRST AMENDMENT TO THE ON-CALL PROFESSIONAL SERVICES AGREEMENT
BETWEEN THE CITY OF RANCHO CORDOVA AND BPR CONSULTING GROUP, LLC This First Amendment to the On-Call Agreement for Professional Services (“Amendment”) is made by and between the City of Rancho Cordova (“City”) and BPR Consulting Group, LLC (“Professional”) as of March 1, 2022. City and Professional are hereinafter collectively referred to as the "Parties."
RECITALS
WHEREAS, the Parties entered into a Professional Services Agreement (“PSA”) dated August 31, 2021 for the purpose of providing on-call professional plan review, permitting, and field inspection services; and
WHEREAS, this Amendment will extend the end date of the term from March 1, 2022, to December 31, 2025 and increase the amount from $100,000 to $750,000; and WHEREAS, the Parties agree that changes to the term and services provided for in the PSA are necessary in order for the City to continue receiving services by Professional.
NOW, THEREFORE, the Parties hereto agree as follows:
AGREEMENT
1. The Parties agree to modify the end date of the PSA from March 1, 2022, to December 31, 2025.
The first sentence of Section 1.1 of the PSA, “Term of Service,” is amended to read as follows:
"The term of this Agreement shall begin on the date first noted above and shall end on December 31, 2025, and Professional shall complete the work described in Exhibit A prior to that date; unless the term of the Agreement is otherwise terminated or extended, as provided in Section 8."
2. Section 2 of the PSA, “Compensation” provides for the City to pay Professional a sum not to exceed One Hundred Thousand Dollars ($100,000). The Parties agree to amend Section 2 of the PSA in order to increase the compensation amount to pay Professional for additional services. The first sentence of Section 2 of the PSA is amended to read as follows:
“City hereby agrees to pay Professional a sum not to exceed Seven Hundred Fifty Thousand Dollars ($750,000), notwithstanding any contrary indications that may be contained in Professional’s proposal, for services to be performed and reimbursable costs incurred under this Agreement:
ITEM 9.5. ATTACHMENT 2 Contract No. 2021-272-1
First Amendment to Professional Services Agreement between Page 2 of 2 City of Rancho Cordova and BPR Consulting Group
3. All other terms and conditions in the PSA shall remain in full force and effect to the extent they are not in conflict with this Amendment.
4. The signatures of the Parties to this Amendment may be executed and acknowledged on separate pages or in counterparts which, when attached to this Amendment, shall constitute one complete Amendment.
IN WITNESS WHEREOF, the Parties have executed this Amendment on the day and year first above written.
CITY OF RANCHO CORDOVA PROFESSIONAL
____________________________ ______________________________ Cyrus Abhar, City ManagerBill Rodgers,
Director of Plan Review Services
Date:___________________ Date:__________________
Attest:
____________________________
Stacy Leitner, CMC, City Clerk
Date:______________________
Approved as to Form:
____________________________
Adam U. Lindgren, City Attorney
Date:__________________
City Council Staff Report – Page 1 of 4
\
MEMORANDUM
ITEM 9.6.
DATE:February 22, 2022
TO:Honorable Mayor and Council Members
FROM:Kim Juran-Karageorgiou,
Administrative Services Director
SUBJECT: TREASURER’S REPORT – DECEMBER 31, 2021
RECOMMENDATION
This report is informational only. It is recommended that the City Council receive and file the December 31, 2021 Treasurer’s Report.
RESULT OF RECOMMENDED ACTION
The Treasurer’s Report is required to be submitted to the City Council at least quarterly in accordance with California Government Code Section 53600 et. seq. The purpose of the Treasurer’s Report is to update the City Council and the public on the status of the City’s cash balances and investments and highlight material changes from one period to another. The scope of this report covers the fourth quarter of the 2021 calendar year ending December 31, 2021 and is in compliance with the State’s reporting requirements.
BACKGROUND
Attached is the quarterly Treasurer’s Report for the period ending December 31, 2021.
Treasurer’s Reports are provided to the City Council on a quarterly basis.
At September 30, 2021, the value of the City’s total portfolio was $232.8 million. Since that time, the balances increased by $7.7 million with an ending balance of $240.5 million as of December 31, 2021. The funds are held as follows:
Investment Distribution Par Value Book Value Market Value Cash at Banking Institutions 71,907,195 71,907,195 71,907,195 Local Agency Investment Fund (LAIF) 6,196,056 6,196,056 6,196,056 CAMP Pool 59,153,916 59,153,916 59,153,916
CAMP Managed Account 60,322,514 60,885,443 60,610,822
Insight Investment 41,844,916 42,373,306 42,642,127
Total 239,424,597 240,515,917 240,510,117
City Council Staff Report – Page 2 of 4
Economic conditions in the fourth quarter of 2021 were impacted by a surge in COVID cases fueled by the Omicron variant along with continued high inflation and global supply chain disruptions. The consumer price index (CPI) rose a staggering 7% year-over-year and GDP growth slowed sharply in Q3 to 2.3%, well below the 6.5% growth rate during the first half of 2021. The investment strategy in Q4 gravitated towards short term investments such as commercial paper and CD”s as market expectations for rate hikes drove short term rates higher, making them favorable to investors.
At December 31, 2021, the City’s cash balance was allocated by fund type/purpose as follows:
General Fund: $37.3 million
Community Enhancement Fund: $14.5 million
Measure R Fund: $5.4 million
Sunrise Development Impact Fees (restricted for specific improvements needed as a result of development in the area): $48.2 million
Transportation Funds: $67.6 million
Storm Drain Fund: $18.7 million
Capital Projects/Grant/Special Revenue Funds: $43.9 million Cash at Banking
Institutions
29.9%
Local Agency
Investment Fund (LAIF)
2.6%
CAMP Pool
24.6%
CAMP Managed
Account
25.2%
Insight Investment
17.7%
Investment Portfolio
City Council Staff Report – Page 3 of 4
Agency Funds: $4.9 million
The overall portfolio is well diversified with $103.3 million invested in marketable securities, $65.3 million is invested in short-term investments that are considered liquid (LAIF, CAMP, and money markets), and another $71.9 million is on deposit with our banks, which includes $11.5 million on deposit with three local banks as part of the City’s participation in a local banking initiative and COVID-19 Lift Program. Staff, in conjunction with our financial advisors, periodically reviews the mix of liquid and long-term investments and adjusts the portfolio according to the market conditions and our short-term cash needs.
Staff thoroughly reviews investment statements and makes appropriate inquiries of its investment advisors to confirm the existence and viability of the City’s assets. The City invests conservatively in investment policy options in accordance with California State Government Code. The long-term assets are in securities that can be held to maturity, thus are less vulnerable to the fluctuations of the market. All securities are in compliance with the City’s investment policy. There are sufficient funds to meet the City’s expenditure requirements for the next six months.
The distribution of investments are displayed in the following charts:
Under 1 Year
64.4%
1 to 3 Years
27.6%
Over 3 Years
8.0%
Investment Ladder
City Council Staff Report – Page 4 of 4
ATTACHMENT(S)
1. City of Rancho Cordova Treasurer’s Report for the quarter ended December 31, 2021 Short Term Investment
Pool 57.2%
U.S. Treasury Bond /
Note 16.9%
Supra-National Agency
Bond / Note 0.5%
Municipal Bond / Note
0.9%
Federal Agency
Collateralized Mortgage
Obligation 0.2%
Federal Agency Bond /
Note 11.1%
Corporate Note 4.0% Corporate Bonds 5.0% Commercial Paper 0.4% Certificate of Deposit
0.9% Asset-Backed Security
2.9%
Allocation By Security Type
Security Held Par Value B ook Value Market Value
Wells Fargo Bank 60,356,009 60,356,009 60,356,009 5 Star Bank 5,280,264 5,280,264 5,280,264 American River Bank 5,270,907 5,270,907 5,270,907 Tri Counties Bank 1,000,015 1,000,015 1,000,015 Local Agency Investment Fund (LAIF) 6,196,056 6,196,056 6,196,056 CAMP Pool 59,153,916 59,153,916 59,153,916 CAMP Managed Account 60,322,514 60,885,443 60,610,822 Insight Investment 41,844,916 42,373,306 42,642,127 Total 239,424,597
240,515,917 240,510,117
CITY OF RANCHO CORDOVA
FOR THE QUARTER ENDED DECEMBER 31, 2021
TREASURER'S REPORT
ITEM 9.6.
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ATTACHMENT 1
SECURITIES HELD
As of December 31, 2021
CITY OF RANCHO CORDOVA
Amortized cost Fair value Unrealized
gain
(loss)
Coupon Maturity/
Call date
Historical costCusip Total
accrued
interest
%
Port
cost
Par value or
shares
Description
Asset Backed Securities
89239JAD6 2.5 70 08/15/2023 196,891.12 195,024.70 (358.89) 220.72 0.46194,665.81193,237.71TOYOTA AUTO RECEIVABLES OWNER TAOT 2019-B A3 Total Asset Backed Securities 196,891.12 195,024.70 194,665.81 (358.89) 0.46220.72193,237.71 Cash and Cash Equivalents
0.000 218 ,678.43 218,678.43 0.00 0.00 0.51218,678.43218,678.43Cash and Cash Equivalents Total Cash and Cash Equivalents 218,678.43 218,678.43 218,678.43 0.00 0.510.00218,678.43 Corporate Bonds
24422ETL3 2.6 50 01/06/2022 601,201.19 593,059.29 23.64 7,638.99 1.41593,082.93593,000.00JOHN DEERE CAPITAL CORP 2.65% 06JAN2022 89236TDP7 2.600 01/11/2022 1,002,090.00 1,000,024.05 398.04 12,277.78 2.351,000,422.091,000,000.00TOYOTA MOTOR CREDIT CORP 2.6% 11JAN2022 0258M0EG0 2.700 03/03/2022 507,845.00 500,263.85 582.61 4,425.00 01/31/2022
1.19500,846.46500,000.00AMERICAN EXPRESS CREDIT 2.7% 03MAR2022 (CALLABLE 31JAN22)
693476BN2 3.300 03/08/2022 771,150.00 751,017.91 1,051.95 7,768.75 02/06/2022
1.81752,069.86750,000.00PNC FINANCIAL SERVICES 3.3% 08MAR2022 (CALLABLE 06FEB22)
46625HJE1 3.250 09/23/2022 1,014,000.00 1,002,957.43 17,099.90 8,847.22 2.381,020,057.331,000,000.00JPMORGAN CHASE & CO 3.25% 23SEP2022 166764AH3 3.191 06/24/2023 1,143,759.00 1,116,807.53 15,857.30 682.52 03/24/2023
2.681,132,664.831,100,000.00CHEVRON CORP 3.191% 24JUN2023 (CALLABLE 24MAR23)
90331HNV1 3.400 07/24/2023 682,090.50 662,750.24 13,158.56 9,638.06 06/24/2023
1.60675,908.80650,000.00US BANK NA CINCINNATI 3.4% 24JUL2023 (CALLABLE 23JUN23)
8 ITEM 9.6.
ATTACHMENT 1
SECURITIES HELD
As of December 31, 2021
CITY OF RANCHO CORDOVA
Amortized cost Fair value Unrealized
gain
(loss)
Coupon Maturity/
Call date
Historical costCusip Total
accrued
interest
%
Port
cost
Par value or
shares
Description
Corporate Bonds
06051GHC6 3.0 04 12/20/2023 888,190.50 870,376.03 (2,755.70) 780.21 12/20/2022
2.08867,620.33850,000.00BANK OF AMERICA CORP 3.004% 20DEC2023 (CALLABLE 20DEC22)
02665WCT6 3.550 01/12/2024 654,468.00 636,713.24 (6,851.67) 9,999.17 1.53629,861.57600,000.00AMERICAN HONDA FINANCE 3.55% 12JAN2024 17325FAS7 3.650 01/23/2024 1,076,820.00 1,060,723.57 (8,684.96) 16,019.44 12/23/2023
2.521,052,038.611,000,000.00CITIBANK NA 3.65% 23JAN2024 (CALLABLE 23DEC23) 459200HU8 3.625 02/12/2024 652,356.00 637,887.25 (5,311.77) 8,397.92 1.53632,575.48600,000.00IBM CORP 3.625% 12FEB2024 037833CU2 2.850 05/11/2024 413,260.00 406,706.30 9,977.50 1,583.33 03/11/2024
0.97416,683.80400,000.00APPLE INC 2.85% 11MAY2024 (CALLABLE 11MAR24) 14913R2L0 0.450 05/17/2024 998,760.00 998,905.58 (11,104.35) 550.00 2.34987,801.231,000,000.00CATERPILLAR FINL SERVICE 0.45% 17MAY2024 06051GHL6 3.864 07/23/2024 856,216.00 840,012.15 (6,447.21) 13,566.93 07/23/2023
2.01833,564.94800,000.00BANK OF AMERICA CORP 3.864% 23JUL2024 (CALLABLE 23JUL23)
931142DV2 2.650 12/15/2024 1,009,812.00 1,004,154.11 (9,847.64) 1,118.89 10/15/2024
2.37994,306.47950,000.00WALMART INC 2.65% 15DEC2024 (CALLABLE 15OCT24) Total Corporate Bonds 12,272,018.19 12,082,358.53 12,089,504.73 7,146.20 28.75103,294.2111,793,000.00 Government Agencies
3135G0S38 2.0 00 01/05/2022 992,380.00 999,961.67 145.79 9,777.78 2.321,000,107.461,000,000.00FANNIE MAE 2% 05JAN2022 3137EADB2 2.375 01/13/2022 760,777.50 750,189.08 297.63 8,312.50 1.78750,486.71750,000.00FREDDIE MAC 2.375% 13JAN2022 313378WG2 2.500 03/11/2022 1,004,720.00 1,000,316.15 4,218.48 7,638.89 2.351,004,534.631,000,000.00FEDERAL HOME LOAN BANK 2.5% 11MAR2022 9 ITEM 9.6.
ATTACHMENT 1
SECURITIES HELD
As of December 31, 2021
CITY OF RANCHO CORDOVA
Amortized cost Fair value Unrealized
gain
(loss)
Coupon Maturity/
Call date
Historical costCusip Total
accrued
interest
%
Port
cost
Par value or
shares
Description
Government Agencies
3135G0T78 2.0 00 10/05/2022 988,920.00 997,575.97 15,130.61 4,777.78 2.321,012,706.581,000,000.00FANNIE MAE 2% 05OCT2022 3133EA7E2 1.960 11/07/2022 1,009,046.00 1,002,722.67 12,880.90 2,940.00 2.361,015,603.571,000,000.00FEDERAL FARM CREDIT BANK 1.96% 07NOV2022 3135G0T94 2.375 01/19/2023 998,228.00 985,401.42 14,727.13 10,473.75 2.341,000,128.55980,000.00FANNIE MAE 2.375% 19JAN2023 3133EKKT2 2.250 02/08/2023 853,524.00 844,127.72 14,603.29 7,507.50 2.00858,731.01840,000.00FEDERAL FARM CREDIT BANK 2.25% 08FEB2023 3130ADRG9 2.750 03/10/2023 1,014,967.70 1,004,564.62 21,851.06 8,479.17 2.381,026,415.681,000,000.00FEDERAL HOME LOAN BANK 2.75% 10MAR2023 #0000 3133EKGC4 2.250 04/05/2023 996,160.00 998,784.13 26,086.86 5,375.00 2.331,024,870.991,000,000.00FEDERAL FARM CREDIT BANK 2.25% 05APR2023 3137EAEN5 2.750 06/19/2023 1,015,570.00 1,005,458.27 26,004.07 916.67 2.381,031,462.341,000,000.00FREDDIE MAC 2.75% 19JUN2023 3135G0U43 2.875 09/12/2023 1,022,617.15 1,000,306.98 21,116.22 8,574.29 2.401,021,423.20985,000.00FANNIE MAE 2.875% 12SEP2023 3133EKKU9 2.300 11/08/2023 1,122,682.00 1,109,595.68 27,589.85 3,724.72 2.631,137,185.531,100,000.00FEDERAL FARM CREDIT BANK 2.3% 08NOV2023 3133EJ2B4 3.000 12/06/2023 1,339,837.50 1,314,753.61 (4,593.82) 2,604.17 3.141,310,159.791,250,000.00FEDERAL FARM CREDIT BANK 3% 06DEC2023 3134GVP51 0.500 12/15/2023 1,000,000.00 1,000,000.00 (1,098.55) 222.22 2.34998,901.451,000,000.00FREDDIE MAC 0.5% 15DEC2023 CALLABLE 3133EKMX1 2.230 02/23/2024 2,129,174.84 2,113,735.60 60,936.28 16,650.67 4.992,174,671.882,100,000.00FEDERAL FARM CREDIT BANK 2.23% 23FEB2024 10 ITEM 9.6.
ATTACHMENT 1
SECURITIES HELD
As of December 31, 2021
CITY OF RANCHO CORDOVA
Amortized cost Fair value Unrealized
gain
(loss)
Coupon Maturity/
Call date
Historical costCusip Total
accrued
interest
%
Port
cost
Par value or
shares
Description
Government Agencies
3130AMQQ8 0.3 50 04/23/2024 999,000.00 999,188.90 (6,857.66) 77.78 03/23/2022
2.34992,331.241,000,000.00FEDERAL HOME LOAN BANK 0.35% 23APR2024 (CALLABLE 23MAR22)
3130A1XJ2 2.875 06/14/2024 881,814.28 859,647.90 15,987.93 1,133.63 2.07875,635.83835,000.00FEDERAL HOME LOAN BANK 2.875% 14JUN2024 3135GAC90 0.250 07/15/2024 500,000.00 500,000.00 (5,971.78) 576.39 01/15/2022
1.17494,028.22500,000.00FANNIE MAE 0.25% 15JUL2024 (CALLABLE 15APR22) 3130AL2A1 0.500 02/10/2025 1,002,860.00 1,000,315.15 (18,249.76) 1,958.33 02/10/2022
2.35982,065.391,000,000.00FEDERAL HOME LOAN BANK 0.5% 10FEB2025 (CALLABLE 10FEB22)
Total Government Agencies 19,632,278.97 19,486,645.52 19,711,450.05 224,804.53 45.99101,721.2419,340,000.00 Government Bonds
912828XW5 1.7 50 06/30/2022 983,164.06 997,413.15 10,164.97 0.00 2.301,007,578.121,000,000.00USA TREASURY 1.75% 30JUN2022 9128282S8 1.625 08/31/2022 977,854.91 995,660.28 13,363.16 5,476.52 2.291,009,023.441,000,000.00USA TREASURY 1.625% 31AUG2022 912828VB3 1.750 05/15/2023 854,548.83 851,719.13 12,325.79 1,890.19 2.00864,044.92850,000.00USA TREASURY 1.75% 15MAY2023 9128282D1 1.375 08/31/2023 987,734.38 994,642.60 17,271.46 4,633.98 2.311,011,914.061,000,000.00USA TREASURY 1.375% 31AUG2023 912828T26 1.375 09/30/2023 985,940.85 994,242.79 17,944.71 3,475.28 2.311,012,187.501,000,000.00USA TREASURY 1.375% 30SEP2023 912828T91 1.625 10/31/2023 512,638.39 511,303.59 (2,846.56) 1,369.13 1.20508,457.03500,000.00USA TREASURY 1.625% 31OCT2023 912828W71 2.125 03/31/2024 1,019,143.98 1,009,725.99 19,649.01 5,370.88 2.391,029,375.001,000,000.00USA TREASURY 2.125% 31MAR2024 11 ITEM 9.6.
ATTACHMENT 1
SECURITIES HELD
As of December 31, 2021
CITY OF RANCHO CORDOVA
Amortized cost Fair value Unrealized
gain
(loss)
Coupon Maturity/
Call date
Historical costCusip Total
accrued
interest
%
Port
cost
Par value or
shares
Description
Government Bonds
91282CCG4 0.2 50 06/15/2024 894,413.17 895,393.95 (8,472.07) 98.90 2.10886,921.88900,000.00USA TREASURY 0.25% 15JUN2024 912828YE4 1.250 08/31/2024 1,180,999.95 1,176,886.87 (16,060.70) 4,844.61 2.771,160,826.171,150,000.00USA TREASURY 1.25% 31AUG2024 912828YH7 1.500 09/30/2024 929,077.23 926,088.95 (11,674.89) 3,412.09 2.18914,414.06900,000.00USA TREASURY 1.5% 30SEP2024 912828YY0 1.750 12/31/2024 1,041,253.35 1,037,521.72 (14,435.78) 0.00 2.441,023,085.941,000,000.00USA TREASURY 1.75% 31DEC2024 Total Government Bonds 10,366,769.10 10,390,599.02 10,427,828.12 37,229.10 24.2930,571.5810,300,000.00 Grand total 42,686,635.81 42,373,306.20 268,820.9441,844,916.14 100.00235,807.7542,642,127.14 12 ITEM 9.6.
ATTACHMENT 1
MEMORANDUM
City Council Staff Report - Page 1 of 1
ITEM 10.1.
DATE: February 22, 2022
TO: Honorable Mayor and Council Members
FROM: Michelle Mingay, Senior Finance Analyst
SUBJECT: RESOLUTIONS AND AN ORDINANCE RELATED TO THE FORMATION OF
THE CITY OF RANCHO CORDOVA ARISTA DEL SOL COMMUNITY
FACILITIES DISTRICT NO. 2022-1
RECOMMENDATION
Continue the public hearing to the March 21, 2022 council meeting.
RESULT OF RECOMMENDED ACTION
This item will be continued to the March 21, 2022 City Council meeting.
ATTACHMENT(S)
None
MEMORANDUM
City Council Staff Report - Page 1 of 2
ITEM 10.2.
DATE: February 22, 2022
TO: Honorable Mayor and Council Members
FROM: Russell Ducharme, Neighborhood Services Manager
SUBJECT: A RESOLUTION TO SUPPORT A SACRAMENTO TRANSPORTATION
AUTHORITY TAX MEASURE WHICH WOULD EXTEND WITHOUT
INCREASE AN EXISTING FEE FUNDING THE SACRAMENTO
ABANDONED VEHICLE SERVICE AUTHORITY PROGRAM
RECOMMENDATION
Adopt the Resolution
RESULT OF RECOMMENDED ACTION
Adoption of the Resolution will allow the Sacramento Abandoned Vehicle Service Authority to place a tax measure on the June 7, 2022 ballot.
BACKGROUND
The Sacramento County Abandoned Vehicle Authority (AVA) Program was established in 1992 with the creation of the Sacramento Abandoned Vehicle Service Authority (SAVSA), the Governing Board that sits concurrently as the Sacramento Transportation Authority Governing Board (STA). SAVSA oversees a program that provides reimbursement to agencies that perform abandoned vehicle abatement using California Department of Motor Vehicles (DMV) license fees. SAVSA collects one dollar ($1) on each vehicle's annual registration in Sacramento County. AVA programs were initially authorized for a period of ten years and could be extended in 10-year increments thereafter. The Board extended the program for an additional ten years in 2001 and in 2011.
The current SAVSA fee program will expire on April 30, 2022. STA/SAVSA legal counsel has advised that the SAVSA fee qualifies as a tax under California Proposition 26 and, therefore, its extension would require a public vote with a supermajority (2/3) adoption threshold.
The County of Sacramento and the Cities of Isleton, Galt, and Sacramento were the original members of the Sacramento AVA program. The City of Folsom joined in 1999, followed by the City of Citrus Heights in 2000, the City of Elk Grove in 2003 and the City of Rancho Cordova in 2014. The only member to withdraw from the program was Isleton in 2014.
Revenue collected by the DMV is distributed by formula (per California Vehicle Code section 22710) on a quarterly basis to the SAVSA members. The formula is based on a split of two
City Council Staff Report - Page 2 of 2
factors; the relative population of the SAVSA and the relative number of abatements. On average, the Sacramento Transportation Authority (STA) deducts two percent of the total revenues to pay for administration and overhead costs.
In the nearly 30 years of the program’s existence, the program has generated about $30 million in revenues and abated over 300,000 vehicles in Sacramento County. With Sacramento County’s steady population growth over the last ten years, revenues have increased 24 percent (24%) and abatements by 207 percent (207%).
Since becoming a member of the SAVSA program in 2015, the City has abated 12,258 vehicles and requested $1,346,762 for reimbursement, of which $620,889 has been received with an average yearly reimbursement of $88,000. These funds are a reimbursement for the time expended by Code Enforcement and the Police Department while addressing abandoned vehicles located on both public and private property.
All SAVSA member agencies will cover the $200,000 cost related to placing a SAVSA tax measure on the June 7, 2022 ballot. The Sacramento Transportation Authority Board of Directors took the necessary steps to continue the program through a resolution initiating the renewal of the SAVSA program. The tax measure will put focus on the program which includes public education and outreach. In order to place this tax measure on the ballot, the City, along with other SAVSA member jurisdictions, have to approve a resolution. The City of Sacramento and County of Sacramento have already sought and received approval through resolution through their respective Councils and Boards to place the tax measure on the June 2022 ballot.
The cities of Elk Grove and Citrus Heights are scheduled to present this item to their City Council in March.
FISCAL IMPACT AND FUNDING SOURCE
The total cost for the Sacramento Transit Authority to place the tax measure on the June 2022 ballot is $200,000, of which $12,103 (6%) will be the City's responsibility. If the tax measure is not placed on the ballot or is voted down by Sacramento County residents, the City would lose approximately $88,000 per year in reimbursement funding toward abandoned vehicle abatement activities.
ATTACHMENT(S)
1. Resolution
2. Material from the December 9, 2021 Sacramento Transportation Authority Meeting
ITEM 10.2. ATTACHMENT 1 Resolution No. XX-2022 Page 1 of 2
CITY OF RANCHO CORDOVA
RESOLUTION NO. XX-2022
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF RANCHO CORDOVA, STATE OF
CALIFORNIA, SUPPORTING A SACRAMENTO TRANSPORTATION AUTHORITY TAX
MEASURE, WHICH WOULD EXTEND WITHOUT INCREASE AN EXISTING TAX, FUNDING
THE SACRAMENTO ABANDONED VEHICLE SERVICE AUTHORITY PROGRAM
WHEREAS, the Sacramento County Abandoned Vehicle Abatement program was formed in 1992; and
WHEREAS, the City of Rancho Cordova joined the Sacramento County Abandoned Vehicle Service Authority in 2015 for the purpose of receiving reimbursement for the cost of abating abandoned, unregistered and inoperable vehicles; and WHEREAS, the Sacramento County Abandoned Vehicle Abatement program has contributed over $600,000 toward the abatement of approximately 12,000 vehicles in Rancho Cordova; and
WHEREAS, the Sacramento County Abandoned Vehicle Abatement program is set to expire on April 30, 2022; and
WHEREAS, it is desired that the program, including a vehicle registration fee of $1.00 and an additional $2.00 for commercial vehicles, continue pursuant to Section 9250.7 of the California Vehicle Code; and
WHEREAS, the vehicle abatement fee may be extended in increments of up to 10 years each if the Board of Supervisors of the County, by a two-thirds vote, and a majority of the cities having a majority of the incorporated population within the County adopt resolutions providing for the extension of the fee; and
WHEREAS, the Abandoned Vehicle Abatement Fee is a "tax" under California Proposition 26 and, therefore, its renewal requires a public vote and a supermajority (2/3).
NOW, THEREFORE, BE IT HEREBY RESOLVED THE CITY COUNCIL OF THE CITY OF RANCHO CORDOVA that the extension of the Abandoned Vehicle Abatement Program and its associated vehicle registration fees, and supporting the placement of a measure on the June 2022 ballot therefore has been approved.
PASSED AND ADOPTED by the City Council of the City of Rancho Cordova on the 22nd day of February 2022 by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
ITEM 10.2. ATTACHMENT 1 Resolution No. XX-2022 Page 2 of 2
ATTEST:
Donald Terry, Mayor
Stacy Leitner, CMC
City Clerk
ITEM 10.2.
ATTACHMENT 2
ITEM 10.2.
ATTACHMENT 2
ITEM 10.2.
ATTACHMENT 2
ITEM 10.2.
ATTACHMENT 2
ITEM 10.2.
ATTACHMENT 2
City Council Staff Report – Page 1 of 12
MEMORANDUM
ITEM 10.3.
DATE:February 22, 2022
TO:Honorable Mayor and Council Members
FROM:June Cowles, Senior Planner
SUBJECT: WOODSIDE HOMES ARISTA DEL SOL SUBDIVISION MAJOR DESIGN REVIEW AND SPECIAL DEVELOPMENT PERMIT PROJECT NO. PLND 1021- 0011
____________________________________________________________________________ PROPERTY OWNER:
Woodside Homes
111 Woodmere Road, Suite 190
Folsom, CA 95630
APPLICANT/DEVELOPER:
Woodside Homes
111 Woodmere Road, Suite 190
Folsom, CA 95630
PROJECT: Applicant is requesting the following;
Major Design Review that includes 4 neighborhoods for 16 floor plans ranging from 1,670 to 3,519 square feet each with three proposed architectural styles.
Special Development Permit request to revise the building front setback to living area, rear yard setback, and distance between buildings.
FILE: PLND 1021-0011
LOCATION:
ZONING:
Located south of Douglas Road and west of Grant Line Road Sunridge Specific Plan Residential RD-10, RD-7, RD-5 and Open Park Space
APN: 067-0040-035, 036, and 037-0000
PLANNER: June Cowles, Senior Planner
RECOMMENDATION:
Determine the project Exempt per CEQA Guidelines Section 15182, Residential Projects Pursuant to a Specific Plan and Adopt the Resolution for Arista Del Sol Subdivision Major Design Review and Special Development Permit.
RESULT OF RECOMMENDED ACTION
Adoption of the Resolution would approve the Special Development Permit and Major Design Review to include 4 neighborhoods for 16 floor plans located within Arista Del Sol subdivision.
Approval would allow the applicant to pursue necessary building permits for new construction.
City Council Staff Report – Page 2 of 12
BACKGROUND / PROJECT HISTORY
The Arista Del Sol subdivision is located within the Sunridge Specific Plan which was approved in July 2002 by Sacramento County Figure 1: Arista Del Sol Subdivision Site Location. The Specific Plan area includes residential, commercial, office and open space throughout. Below is a timeline of the revisions and entitlements for the Arista Del Sol project:
Figure 1: Arista Del Sol Subdivision Site Location
2004 Sunridge Eastside Properties Specific Plan Amendment The Sunridge Eastside Properties (Douglas 98, Douglas 103, Grantline 208, and Arista Del Sol) were modified from the original plan due to increasing the wetland preserve. The amendment included the following;
Higher density zoning (RD-10).
Central park, paseo design; connectivity to parks and neighborhood. Greater diversity of lot configuration for different housing products.
2014 Arista Del Sol Rezone and Tentative Subdivision Maps In 2014, the tentative subdivision map was revised as follows; Reduced single family lots from 905 residential lots to 740 residential lots. Created various additional lots to accommodate parks, a 7.7 acre commercial/office area, open space, landscape corridors, detention basins, and other infrastructure supportive of the overall development.
Reduced park acreage and increased open space acres.
Arista Del Sol
City Council Staff Report – Page 3 of 12
Overall, the project as modified retains many of the original concepts for providing internal and external connectivity with the roads, connections to the open space amenities thru enhanced trails. Figure 2: 2014 Arista Del Sol Rezone and Subdivision Map.
Figure 2: 2014 Arista Del Sol Rezone and Subdivision Map EXISTING CONDITIONS:
Arista Del Sol is currently under construction for infrastructure installation. To the north is the Grantline 208 subdivision that is under construction for single family homes. To the east of the site is Grant Line Road and County zoned land, to the west is The Ranch subdivision that is under construction and to the south is Grantline 220 that is currently being graded with improvement plans under review.
PROPOSED PROJECT:
The applicant, Woodside Homes, is proposing the following:
Special Development Permit to revise the building front setback to living area, rear yard setback, and distance between buildings.
Major Design Review for 16 floor plans
Special Development Permit
The Arista Del Sol project is located within the Sunridge Specific Plan which was originally approved by Sacramento County prior to City incorporation. As such, provisions of the County of Sacramento Zoning Code are applicable in the review of subsequent actions on the Douglas 98 project.
Article 6 of the Sacramento County Zoning Code establishes procedures for Special Development Permits and includes the following statement:
“The purpose for which Special Development Permits may be issued is to encourage a creative and more efficient approach to the use of the land; to maximize the choice in the type of environment; to encourage more efficient allocation and maintenance of privately controlled common open space though the redistribution of overall density; to provide economy in housing
City Council Staff Report – Page 4 of 12
opportunities; and to provide a means of greater creativity and flexibility in design than is provided under the strict application of the zone design standards ….” The applicant is requesting a Special Development Permit to vary from the Sunridge Specific Plan setbacks as follows:
Building front setback to living area from 16 feet to 12.5 feet Rear setback from 20 percent of lot depth to 10 feet for single story and 15 feet for two- story.
Distance between buildings from 9 feet to 8 feet.
All other setbacks (front to garage, side yard, and street side yard) will remain the same under the Sunridge Specific Plan development standards. Table 1: Proposed Special Development Permit.
Table1: Proposed Special Development Permit
Required per Sunridge
Specific Plan
Proposed Acacia at
Cypress
Front setback to
building 16’ 12.5’
Front setback to
garage 19’ 19’
Side yard setback 5’ / 4’ 5’ / 4’
Street side yard
setback 12.5’ 12.5’
Rear yard setback 20% of the lot depth 10’ Single Story 15’ Two Story
Distance between
buildings 9’ 8’
Note 1: The garbage cans will be located on the garage side Note 2: The 40 x 100 product will be all two stories
Major Design Review:
The applicant, Woodside Homes, is proposing a Major Design Review to include 4 neighborhoods for 16 floor plans ranging from 1,670 to 3,519 square feet each with three proposed architectural styles with three color schemes for each elevation. Figure 3: Arista Del Sol 16 Floor Plan Front Elevations. Figure 4: Arista Del Sol Subdivision Neighborhoods.
City Council Staff Report – Page 5 of 12
Figure 3: Arista Del Sol 16 Floor Plan Front Elevations Palo Verde (40 wide lots)
Plan 1: (1,670 sqft) Plan 2: (1,834 sqft) Plan 3: (2,045 sqft) Plan 4: (2,358 sqft) Elevations: Spanish, California Cottage, Modern Prairie Valley Oak (45A wide lot)
Plan 1: (1,877 sqft) Plan 2: (2,070 sqft) Plan 3: (2,250 sqft) Plan 4: (2,438 sqft) Elevations: Modern Farmhouse, California Ranch, Modern Prairie
City Council Staff Report – Page 6 of 12
Sycamore (45B wide lot)
Plan 1: (2,166 sqft) Plan 2: (2,166 sqft) Plan 3 (2,578 sqft) Plan 4 (2,879 sqft) Elevations: Modern Farmhouse, Modern Prairie, California Contemporary Acacia (55 wide lot)
Plan 1: (2,395 sqft) Plan 2: (2,662 sqft) Plan 3: ( 3,102 sqft) Plan 4: (3,519 sqft) Elevation: Modern California Ranch, Modern Farmhouse, Modern Prairie
City Council Staff Report – Page 7 of 12
Figure 4: Arista Del Sol Neighborhoods
ANALYSIS:
The applicant is requesting a special development permit and major design review for Arista Del Sol Subdivision. The entitlements that will be analyzed individually are as follows:
Special Development Permit
Major Design Review
GENERAL PLAN CONSISTENCY:
The project site General Plan designation is Low and Medium Density Residential, Commercial Mixed Use, and Wetland. The Low and Medium Density Residential (LDR and MDR) is generally characterized by single-family detached and small lot single-family detached and attached. The approved subdivision map is consistent with the LDR and MDR General Plan designation, with lots, on average, approximately 1,670 to 3,519 square feet each. The MDR and LDR designation is related to the RD-10, RD-7 and RD-5 zoned lots. The approved subdivision lot density for this area is consistent with the MDR and LDR designation.
ZONING ORDINANCE:
The project site, Arista Del Sol subdivision, includes several zoning districts: Residential Density RD-5, RD-7, RD-10, and Park Open Space. The proposed project of 16 single-family floor plans is consistent with the Specific Plan designation and development standards with the exception of the requested revised setbacks.
Special Development Permit:
The applicant is requesting a Special Development Permit to reduce the building front setback to living area, rear setback, and distance between buildings as established in the Sunridge Specific Plan.
Building Front Setback to Living Area
Building living area front yard setback is reduced from 16 feet to 12.5 feet. The building area reduced setback provides “living area/porch forward” and recessed garage area.
Rear yard Setback
Rear yard setback is reduced from 20 percent of the lot depth to 10-feet for single story and 15 feet two-story buildings. The requested setbacks are consistent with the Sunridge Specific Plan condition relating to “in no case” statement:
City Council Staff Report – Page 8 of 12
“In no event shall the rear yard be less than ten (10) feet for one-story buildings and fifteen (15) feet for two-and three-story.”
Distance between Buildings
Distance between buildings reduced from 9 feet to 8 feet. A condition of approval is included that states a 5-foot minimum side yard setback is required on the side of the garage man door. This will ensure that trash bins can be stored behind the fence.
House Plan Characteristics.
The applicant is including desired home plans, such as single story, California rooms, tandem garage, 3- bay garage, and multi-generation options within the 16 floor plans offered at Arista Del Sol subdivision. The single story and multi-generation homes require a larger 1st story footprint because all of the multi-generation options are on the first floor. The table below identifies the neighborhood, plan, and various types of house plans, and characteristics/options.
Table 2: Neighborhood/Lot Width, Home Square Footage, and Characteristics/Options.
Table 2: Neighborhood/Lot Widths, Home Square Footage/type, and Characteristics/Options.
Neighborhood/ Lot
Width
Home Square footage/
type
Characteristics and Options
Palo Verde (40’) Plan 1: 1,670 (2-story) California Room (CA Rm) Palo Verde (40’) Plan 2: 1,834 (2-story) CA Rm
Palo Verde (40’) Plan 3: 2,045 (2-story) CA Rm, front courtyard Palo Verde (40’) Plan 4: 2,358 (2-story) CA Rm, portico Valley Oak (45’A) Plan 1: 1,877 (1-story) CA Rm
Valley Oak (45’A) Plan 2: 2,070 (1-story) CA Rm
Valley Oak (45’A) Plan 3: 2,250 (2-story) CA Rm
Valley Oak (45’A) Plan 4: 2,438 (2-story) CA Rm
Sycamore (45’B) Plan 1: 2,166 (1-story) CA Rm
Sycamore (45’B) Plan 2: 2,460 (2-story) CA Rm, interior courtyard, Multi- generation
Sycamore (45’B) Plan 3: 2,578 (2-story) CA Rm, interior courtyard, Multi- generation
Sycamore (45’B) Plan 4: 2,879 (2-story) CA Rm, Multi-generation Acacia (55’) Plan 1: 2,395 (1- story) CA Rm
Acacia (55’) Plan 2: 2,662 (1-story) CA Rm, Multi-generation Acacia (55’) Plan 3: 3,102 (2-story) CA Rm, 3-car Tandem Acacia (55’) Plan 4: 3,519 (2-story) CA Rm, 3-car garage, Multi-generation The above project Table 2 shows following plans that require a large footprint:
5 single story plans
5 optional multi-generation plans
3 plans with courtyards
1 plan 3-car tandem garage
1 plan 3 car garage
All plans include California Rooms
City Council Staff Report – Page 9 of 12
The applicant requests the Special Development Permit in order to revise setbacks: building front setback to living area, rear yard setback, and distance between buildings, to accommodate the approved subdivision lot sizes and to maintain the desired housing product. The following evidence supports the Special Development Permit request:
A.Finding: That the proposed development will carry out the intent of the General Plan and the appropriate community plan.
Evidence: The proposed project is consistent with the General Plan/Sunridge Specific Plan land use designation of Medium and Low Residential Density.
B.Finding: That the proposed development is of sufficient size and is designed so as to provide a desirable environment within its own boundaries.
Evidence: The approved Tentative Subdivision Map is of sufficient size that includes a RD10, RD-7, and RD5 zoning districts that meets the minimum density requirement within its own boundaries. The requested revised setbacks accommodate the smaller lot sizes and the desired housing product, that include single story homes, multi-generation options, tandem garage, 3- car garage for one plan, and California rooms within Arista Del Sol subdivision.
C.Finding: That the proposed development is compatible with existing and proposed land uses in the surrounding area.
Evidence: The proposed development is compatible with the existing and the approved adjacent property subdivision land uses and consistent with the General Plan and Sunridge Specific Plan in that they both allow for this type of development.
D.Finding: That any exceptions to, or deviation from, the use, density, requirements or design standards of the Land Use Zone in which the property is located, or of Title II of the Sacramento Code are justified by the design of the development or by the substantial energy savings proposed pursuant to Section 110-65(b). In case of the residential area, the rearrangement of dwellings and the mixing of dwelling types shall be justified by larger and more usable open spaces.
Evidence: The site is physically suitable for the proposed density of development.
The 2004 General Plan Amendment included a shift from lower density conventional lots to higher density (RD10 and RD-7 zoning district) and additional open space.
The overall residential density is 6 units per acre which is consistent with the zoning district that was implemented in the 2004 General Plan and Specific Plan Amendment for the Eastside properties.
E.Finding: That there is adequate assurance that all public improvements will be installed at the scheduled times, as required by Public Works.
Evidence: The project conditions of approval provide a time schedule for all public improvements as required by Public Works. In addition, infrastructure is currently being installed on site.
F.Finding: That there is adequate assurance that the development schedule will be met.
City Council Staff Report – Page 10 of 12
Evidence: Arista Del Sol includes a Development Agreement that has an expiration time. The improvements for Arista Del Sol are currently being installed.
G.Finding: That the existing or proposed utility services are adequate for the uses and population densities proposed.
Evidence: The existing and proposed utilities are adequate for the uses and population density proposed.
DESIGN REVIEW:
Major Design Review
The proposed project includes 16 floor plans with three architectural styles for each plan and, each with three color schemes (See Project Plans Attachment 2). The architecture designs for the floor plans includes the following:
Color schemes include colors for body, fascia, trim/garage, and accent colors as well as picture samples of stone and roof materials.
All floorplans include the living space/porch structure forward of the garage. Each of the four neighborhood lot sizes provides a variety of housing product. Multi-generation floor plan options.
Enhanced elevations that include additional shutters and/or siding, will be utilized for each floor plan that is to be located on a corner or that is visible from the public right of way.
A condition of approval is included that states the Acacia Plan four 3-car garage plan shall not be located adjacent to each other and for all elevations the garage door shall include windows/translucent.
Landscape Design
The submitted typical landscape plan depicts a variation of drought tolerant trees, shrubs and a small area of drought tolerant grass and natural grasses. Figure 5: Typical Landscape Plans.
The Model Water Efficient Landscape Ordinance (MWELO) states that new homes can only have lawns that do not exceed 25% of the total front, back and side yard square footage. This restriction is expected to reduce a home’s expected water use by 20% or 12,000 gallons per year.
Figure 5: Typical Landscape Plans
City Council Staff Report – Page 11 of 12
A 3-foot wide concrete path will also be provided from the driveway to the garage man- door.
City Design Guidelines
The proposed house plans offer a clear architecture style with unique designs. The proposed project is consistent with the City Design Guidelines and Sunridge Specific Plan Design Guidelines as stated below;
The design is visually interesting and establishes streetscape variety with the proposed single-story and two-story product, 16 floor plans and 3 elevations per a plan. The mass, scale, and form of the homes enhance the public realm with the front yard porches and living spaces.
The several different rooflines included in each plan and elevation ensure variation. The homes include living space/porch forward of the garage. The proposed plans offer diversity of architecture and include a modern architectural style.
To ensure variety and interest throughout the villages, a condition of approval has been added to state that no two identical floor plans and building elevations within a master home plan series shall be located directly adjacent.
Enhanced elevations are provided for homes that are located on the corner lots or adjacent to street public right-of-ways.
DESIGN REVIEW FINDINGS & EVIDENCE
Approval of the Major Design Review, subject to the Design Review Package (Attachment 2) and the Conditions of Approval (Attachment 3) must provide sufficient evidence for the Findings required by Zoning Code Section 23.141.070. Findings and supportive evidence are shown below:
A.Finding: The proposed project is consistent with the objectives of the General Plan, complies with applicable zoning regulations, Specific Plan provisions, and special planning area provisions, and is consistent with the applicable Rancho Cordova Design Guidelines.
Evidence: The General Plan designation for the subdivision is Medium Density Residential (MDR), Low Density Residential (LDR), and Open Space (OS). The MDR zone is generally characterized by small lot single-family detached, single-family attached and small apartment complexes. The proposed single family project site is zoned RD-10, RD-7, and RD-5. Therefore, the project is consistent with the Sunridge Specific Plan regarding density. The project follows all zoning regulations with the request of the Special Development Permit for the revised setbacks as well as the applicable Rancho Cordova Design Guidelines including height regulations and architectural detail requirements.
B.Finding: The proposed architecture, site design, and landscape are suitable for the purposes of the building and the site and will enhance the character of the neighborhood and community.
Evidence: Woodside Homes is presenting a design package which includes 16 different floor plans with three elevations per plan, for a total of 48 architectural configurations. Variations in colors and materials along with living spaces and porches forward of the garage and alley loading lots will create a vibrant and welcoming
City Council Staff Report – Page 12 of 12
streetscape that will provide a diverse house product. Conditions of Approval have been developed to alternate between sizes and architectural styles throughout the neighborhood to emphasize street variation.
C.Finding: The architecture, including the character, scale, and quality of the design, relationship with the site and other buildings, building materials, screening of exterior appurtenances, exterior lighting and signing, and similar elements establishes a clear design concept and is compatible with the character of existing or anticipated buildings on adjoining and nearby properties.
Evidence: The proposed architecture and landscaping are consistent with the Sunridge Specific Plan design standards and the City Design Guidelines. The applicant has provided 16 different floor plans with floor plans ranging from 1,670 to 3,519 square feet in size. A clear design concept is shown for each elevation and each design provides consistent characteristics of each stated style. All elevations and architectural style palettes are included in the Design Review Package.
D.Finding: The proposed project will not create conflicts with vehicular, bicycle, or pedestrian transportation modes of circulation.
Evidence: The subdivision map was approved prior to this Design Review action.
Vehicular, bicycle, and pedestrian circulation were studied and accepted as part of that prior approval. This Design Review approval will not impede any of the approved transportation modes.
ENVIRONMENTAL
The proposed project has been analyzed as part of the Sunridge Specific Plan Environmental Impact Report (EIR) and the Mitigated Negative Declaration (MND) for the Eastside properties in compliance with the California Environmental Quality Act (CEQA). Mitigation measures relating to Arista Del Sol are included in the SDCP/SRSP EIR and Sunridge East MND and are still applicable. Since the proposed residential project is in conformity with what was reviewed as part of the Specific Plan EIR and Eastside Properties MND, the project is then exempt under CEQA Exemption 15182, Residential Projects Pursuant to a Specific Plan.
RECOMMENDED MOTION
Staff recommends that the City Council find the project categorically exempt from further CEQA review and adopt the Resolution approving the Special Development Permit and Major Design Review for Arista Del Sol subject to the findings and Conditions of Approval (Attachment 2 and 3).
ATTACHMENT(S)
1. Resolution
2. Exhibit A to the Resolution – Project Plans
3. Exhibit B to the Resolution – Conditions of Approval
4. 500’ Radius Map with Mailing Labels
ITEM 10.3. ATTACHMENT 1 Resolution No. XX-2022 Page 1 of 4
CITY OF RANCHO CORDOVA
CITY COUNCIL RESOLUTION NO. XX-2022
A RESOLUTION OF THE CITY COUNCIL
APPROVING WOODSIDE HOMES ARISTA DEL SOL SUBDIVISION MAJOR DESIGN REVIEW AND SPECIAL DEVELOPMENT PERMIT PROJECT NO. PLND 1021-0011 WHEREAS, Woodside Homes (hereinafter referred to as Applicant) filed an application with the City of Rancho Cordova for a Special Development Permit and Major Design Review approval for Arista Del Sol subdivision, 16 new floor plans each with three architectural styles; and
WHEREAS, the City Council is the appropriate authority to hear and take action on this project; and
WHEREAS, the project site was previously analyzed as a part of the Sunridge Specific Plan Environmental Impact Report (EIR) and further analyzed within the Mitigated Negative Declaration for the Tentative Subdivision Maps for the Eastside Properties adopted by the City of Rancho Cordova, thereby satisfying the requirements for the California Environmental Quality Act (Resolution 16-2006); and
WHEREAS, the SDCP/SRSP was approved by the County of Sacramento (“County”) in July 2002. The County also prepared and certified an Environmental Impact Report (“EIR”) (State Clearinghouse Number 97022055) for the SDCP/SRSP. In July 2003, the City of Rancho Cordova incorporated an area that included the SDCP and SRSP. In response to litigation involving the SDCP/SRSP EIR, the City subsequently rescinded approval of the SDCP/SRSP, yet the court held that the SDCP/SRSP is still in effect for projects that were already vested through a development agreement, such as this one. The Court and City allowed projects with development agreements to develop consistent with the Specific Plan which utilized County standards. On November 7, 2012, the City certified a partially Revised EIR for the SDCP/SRSP, however, at that time the City determined to carry out the projects within the SDCP/SRSP area without re-approving the SDCP/SRSP; and
WHEREAS, the proposed residential project is in conformity with what was reviewed as part of the Specific Plan EIR and Eastside Properties Mitigated Negative Declaration, and therefore is exempt under CEQA exemption 15182, Residential Projects Pursuant to a Specific Plan; and
WHEREAS, the City Council of the City of Rancho Cordova has conducted a properly noticed public hearing pursuant to Government Code section 65090 and has duly considered all written and verbal testimony presented during the hearing.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RANCHO CORDOVA HEREBY RESOLVES AS FOLLOWS:
1.The CEQA exemption found in California Code of Regulation Title 14, section 15182 is an adequate exemption according to the Guidelines of the California Environmental Quality Act.
A.Finding: The project site has been analyzed and is exempt per California Environmental Quality Act Guidelines Section 15182, “Residential Projects Pursuant to a Specific Plan.”
ITEM 10.3. ATTACHMENT 1 Resolution No. XX-2022 Page 2 of 4
Evidence: The proposed residential project has been analyzed as part of the Sunridge Specific Plan Environmental Impact Report (State Clearinghouse Number 97022055) and the Mitigated Negative Declaration for the Eastside Properties. Since the proposed project is in conformity with what was reviewed as part of the Specific Plan EIR, the project is then exempt under CEQA Exemption 15182, “Residential Projects Pursuant to a Specific Plan.”
2.The Special Development Permit is requested in order to revise setbacks to accommodate the approved subdivision lot sizes and to maintain the desired housing product diversity.
The following evidence supports the Special Development Permit request:
A.Finding: That the proposed development will carry out the intent of the General Plan and the appropriate community plan.
Evidence: The proposed project is consistent with the General Plan/Sunridge Specific Plan land use designation of Medium and Low Residential Density.
B.Finding: That the proposed development is of sufficient size and is designed so as to provide a desirable environment within its own boundaries.
Evidence: The approved Tentative Subdivision Map is of sufficient size that includes a RD-10, RD-7, and RD-5 zoning districts that meets the minimum density requirement within its own boundaries. The requested revised setbacks accommodate the smaller lot sizes and the desired housing product, that include single story homes, multi-generation options, tandem garage, 3- car garage for one plan, and California rooms within Arista Del Sol subdivision.
C.Finding: That the proposed development is compatible with existing and proposed land uses in the surrounding area.
Evidence: The proposed development is compatible with the existing and the approved adjacent Eastside property subdivision land uses and consistent with the General Plan and Sunridge Specific Plan in that they both allow for this type of development. .
D.Finding: That any exceptions to, or deviation from, the use, density, requirements or design standards of the Land Use Zone in which the property is located, or of Title II of the Sacramento Code are justified by the design of the development or by the substantial energy savings proposed pursuant to Section 110-65(b). In case of the a residential area, the rearrangement of dwellings and the mixing of dwelling types shall be justified by larger and more usable open spaces.
Evidence: The site is physically suitable for the proposed density of development. The 2004 General Plan Amendment included a shift from lower density conventional lots to higher density (RD-10 and RD-7 zoning district) and additional open space. The overall residential density is 6 units per acre which is consistent with the zoning district that was implemented in the 2004 General Plan and Specific Plan Amendment for the Eastside properties.
E.Finding: That there is adequate assurance that all public improvements will be installed at the scheduled times, as required by Public Works.
ITEM 10.3. ATTACHMENT 1 Resolution No. XX-2022 Page 3 of 4
Evidence: The project conditions of approval provide a time schedule for all public improvements as required by Public Works. In addition, infrastructure is currently being installed on site.
F.Finding: That there is adequate assurance that the development schedule will be met.
Evidence: Arista Del Sol includes a Development Agreement that has an expiration time. The improvements for Arista Del Sol are currently being installed.
G.Finding: That the existing or proposed utility services are adequate for the uses and population densities proposed.
Evidence: The existing and proposed utilities are adequate for the uses and population density proposed.
3.To approve the Design Review, subject to the Major Design Review Package (Exhibit A) and the Conditions of Approval (Exhibit B); supported by the following Findings and Evidence, as required by Zoning Code Section 23.141.070:
A.Finding: The proposed project is consistent with the objectives of the General Plan, complies with applicable zoning regulations, Specific Plan provisions, and special planning area provisions, and is consistent with the applicable Rancho Cordova Design Guidelines.
Evidence: The General Plan designation for the subdivision is Medium Density Residential (MDR), Low Density Residential (LDR), and Open Space (OS). The MDR zone is generally characterized by small lot single-family detached, single-family attached and small apartment complexes. The proposed single family project site is zoned RD-10, RD-7, and RD-5. Therefore, the project is consistent with the Sunridge Specific Plan regarding density. The project follows all zoning regulations with the request of the Special Development Permit for the revised setbacks as well as the applicable Rancho Cordova Design Guidelines including height regulations and architectural detail requirements.
B.Finding: The proposed architecture, site design, and landscape are suitable for the purposes of the building and the site and will enhance the character of the neighborhood and community.
Evidence: Woodside Homes is presenting a design package which includes 16 different floor plans with three elevations per plan, for a total of 48 architectural configurations.
Variations in colors and materials along with living spaces and porches forward of the garage and alley loading lots will create a vibrant and welcoming streetscape that will provide a diverse house product. Conditions of Approval have been developed to alternate between sizes and architectural styles throughout the neighborhood to emphasize street variation.
C.Finding: The architecture, including the character, scale, and quality of the design, relationship with the site and other buildings, building materials, screening of exterior appurtenances, exterior lighting and signing, and similar elements establishes a clear
ITEM 10.3. ATTACHMENT 1 Resolution No. XX-2022 Page 4 of 4
design concept and is compatible with the character of existing or anticipated buildings on adjoining and nearby properties.
Evidence: The proposed architecture and landscaping are consistent with the Sunridge Specific Plan design standards and the City Design Guidelines. The applicant has provided 16 different floor plans with floor plans ranging from 1,670 to 3,519 square feet in size. A clear design concept is shown for each elevation and each design provides consistent characteristics of each stated style. All elevations and architectural style palettes are included in the Design Review Package.
D.Finding: The proposed project will not create conflicts with vehicular, bicycle, or pedestrian transportation modes of circulation.
Evidence: The subdivision map was approved prior to this Design Review action.
Vehicular, bicycle, and pedestrian circulation were studied and accepted as part of that prior approval. This Design Review approval will not impede any of the approved transportation modes.
PASSED AND ADOPTED by the City Council of the City of Rancho Cordova on the 22nd day of February, 2022 by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
____________________________
Donald Terry, Mayor
ATTEST:
Stacy Leitner, CMC
City Clerk
30'-3"19'-0"
4'-0" 31'-0"
40'-0" X 100'-0" MIN. LOT2-BAY GARAGE
20'-1" x 22'-1"
GREAT ROOM
17'-5" x 15'-0"
DINING
13'-0" x 11'-0"
50'-9"
UP
ROOM
CALIFORNIA
17'-5" x 10'-0"
KITCHEN
D/W
OVEN/
MICROREF
W/H
90°
ZOOM
90°
90°
45°
45°
PANTRY
PORCH
45°
5'-0"
90°
TRASH/RECYCLE
RAISE HD.HT.17'-0"
PRIMARY SUITE
14'-0" x 14'-0"
BEDROOM 3
10'-7" x 10'-1"
WD
90°
90°
90°
90°
OPEN TO
BELOW
DN
90°
90°
90°
BEDROOM 2
10'-4" x 10'-1"
LAU
17'-4" HNG
4016 @ 8'-6" WHH.
15°
LINEN
45°
PALO VERDE | 40' | WOODSIDE HOMES
group,incarchitectural
woodley
colorado // 731 southpark dr. suite B
littleton, co 80120 / 303 683.7231
caliIornia // 2943 pullman st. suite A
santa ana, ca 92705 / 949 553.8919
THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC.
01.14.22 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS
RANCHO CORDOVA, SACRAMENTO, CALIFORNIA
WDSCA-2101
NOTE: THE REFERENCE POINT FOR EACH
FRONT SETBACK WILL BE THE BACK OF WALK. PLAN ONE | 1670 SQ. FT.
FIRST FLOOR
SECOND FLOOR
TOTAL LIVINGTARGET
868 SQ. FT.
802 SQ. FT.
1670 SQ. FT.1600 SQ. FT.
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
24'-3"19'-0"
40'-0" X 100'-0" MIN. LOT2-BAY GARAGE
20'-1" x 22'-1"
56'-9"
GREAT ROOM
16'-0" x 14'-1"
DINING
16'-5" x 14'-0"
4'-0" 5'-0"31'-0"
ROOM
CALIFORNIA
14'-5" x 10'-0"
D/W
KITCHEN REF
90°
90°
PANTRY
90°
90°
PORCH
UP
ENTRY
45°
W/H
90°
DROPZOOM
90°
TRASH/RECYCLE
90°
OPTIONAL GLASS
WALL/DOOR
SLOPING VOLUME
18'-0"
PRIMARY SUITE
13'-10" x 14'-0"
BEDROOM 3
11'-0" x 10'-2"
BEDROOM 2
10'-2" x 10'-0"
W
D
OPEN TO
BELOW
21'-2" HNG
90°
90°
90°
90°
90°
LAUNDRY
90°
90°
45°
LINEN
SEAT
90°
DN
4016 @ 8'-6" WHH.
45°
PALO VERDE | 40' | WOODSIDE HOMES
group,incarchitectural
woodley
colorado // 731 southpark dr. suite B
littleton, co 80120 / 303 683.7231
caliIornia // 2943 pullman st. suite A
santa ana, ca 92705 / 949 553.8919
THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC.
01.14.22 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS
RANCHO CORDOVA, SACRAMENTO, CALIFORNIA
WDSCA-2101
NOTE: THE REFERENCE POINT FOR EACH
FRONT SETBACK WILL BE THE BACK OF WALK. PLAN TWO | 1834 SQ. FT.
FIRST FLOOR
SECOND FLOOR
TOTAL LIVINGTARGET
1006 SQ. FT.
828 SQ. FT.
1834 SQ. FT.1800 SQ. FT.
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
19'-10"19'-0"
40'-0" X 100'-0" MIN. LOT2-BAY GARAGE
20'-1" x 22'-1"
61'-2"
BEDROOM 4
10'-4" x 13'-10"
GREAT ROOM
14'-6" x 14'-6"
DINING
14'-6" x 11'-5"
4'-0" 5'-0"31'-0"
ROOM
CALIFORNIA
14'-10" x 10'-0"
90°
90°
KITCHEN
45°
DROP
90°
PANTRY
W/H
90°
45°
90°
ENTRY
UP
PORCH
D/W REF
90°
TRASH/RECYCLE
DESK
14'-61
2"
21'-01
2"
PRIMARY SUITE
13'-10" x 14'-1"
BEDROOM 3
11'-0" x 11'-1"
BEDROOM 2
11'-0" x 11'-7"
LOFT
13'-10" x 11'-7"
W
D
90°
90°
SEAT
4016 @ 8'-6" WHH.
90°
90°
90°
90°
LAUNDRY
90°
OPEN TO
BELOW
DN
45°
LINEN
20'-6" HNG
45°
PALO VERDE | 40' | WOODSIDE HOMES
group,incarchitectural
woodley
colorado // 731 southpark dr. suite B
littleton, co 80120 / 303 683.7231
caliIornia // 2943 pullman st. suite A
santa ana, ca 92705 / 949 553.8919
THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC.
01.14.22 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS
RANCHO CORDOVA, SACRAMENTO, CALIFORNIA
WDSCA-2101
NOTE: THE REFERENCE POINT FOR EACH
FRONT SETBACK WILL BE THE BACK OF WALK. PLAN THREE | 2045 SQ. FT.
FIRST FLOOR
SECOND FLOOR
TOTAL LIVINGTARGET
1047 SQ. FT.
998 SQ. FT.
2045 SQ. FT.2000 SQ. FT.
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
2-BAY GARAGE
20'-10" x 22'-1"
12'-0"19'-0"
40'-0" X 100'-0" MIN. LOT
69'-0"
BEDROOM 4
11'-0" x 10'-1"
GREAT ROOM
16'-0" x 14'-9"
DINING
15'-0" x 12'-0"
4'-0" 5'-0"31'-0"
PORCH
90°
45°
UP
90°
DROP
90°
45°
LINEN
90°
ZOOM
10'-1" x 4'-11"
KITCHEN
D/W
REF
ROOM
CALIFORNIA
14'-5" x 10'-0"
W/H
90°
ENTRY
90°
TRASH/RECYCLE
4016 @ 8'-6" WHH.
16'-0"
WD
22'-1" HNG
BEDROOM 3
10'-6" x 10'-0"
BEDROOM 5
LOFT/
10'-0" x 19'-8"
OPEN TO
BELOW
PRIMARY SUITE
16'-0" x 13'-0"BEDROOM 2
11'-9" x 12'-1"
90°
45°
LINEN
90°
90°
DN
90°
90°
90°
SEAT
4016 @ 8'-6" WHH.
90°
LAUNDRY
OPTTIONAL LINEN
BEDROOM 5
10'-0" x 11'-0"
45°
OPTIONAL BEDROOM 5
90°
4016 @ 8'-6" WHH.
45°
OPTTIONAL LINEN
PALO VERDE | 40' | WOODSIDE HOMES
group,incarchitectural
woodley
colorado // 731 southpark dr. suite B
littleton, co 80120 / 303 683.7231
caliIornia // 2943 pullman st. suite A
santa ana, ca 92705 / 949 553.8919
THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC.
01.14.22 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS
RANCHO CORDOVA, SACRAMENTO, CALIFORNIA
WDSCA-2101
NOTE: THE REFERENCE POINT FOR EACH
FRONT SETBACK WILL BE THE BACK OF WALK. PLAN FOUR | 2358 SQ. FT.
FIRST FLOOR
SECOND FLOOR
TOTAL LIVINGTARGET
1226 SQ. FT.
1132 SQ. FT.
2358 SQ. FT.2200 SQ. FT.
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
45'-0" X 105'-0" MIN. LOT
19'-0"
2-BAY GARAGE
20'-1" x 20'-1"
73'-0"
W/H
90°
90°
PRIMARY SUITE
12'-10" x 14'-0"
DINING
12'-4" x 14'-0"
GREAT ROOM
15'-0" x 15'-7"
ROOM
CALIFORNIA
20'-5" x 12'-0"
4'-0"5'-0" 36'-0"
BEDROOM 2
10'-1" x 11'-0"
BEDROOM 3
10'-1" x 11'-0"
W
D
13'-0"
26'-8" HNG
KITCHEN
PORCH
90°
90°
90°
90°
ENTRY
45°
45°
90°
LAUNDRY
WINE
LIBRARY/
8'-7" x 7'-9"
90°
90°
PANTRY
SEAT
4016 @ 8'-6" WHH.
90°
D/W
REF
OVEN/
MICRO
16'-0" 76'-0" 13'-0"
DROP
90°
TRASH/RECYCLE
90°
OPTIONAL GLASS
WALL/DOOR
45°
LINEN
SHELVES
OFFICE/
12" LOW CAB
90°
VALLEY OAK | 45' A | WOODSIDE HOMES
group,incarchitectural
woodley
colorado // 731 southpark dr. suite B
littleton, co 80120 / 303 683.7231
caliIornia // 2943 pullman st. suite A
santa ana, ca 92705 / 949 553.8919
THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC.
01.14.22 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS
RANCHO CORDOVA, SACRAMENTO, CALIFORNIA
WDSCA-2102
PLAN ONE | 1877 SQ. FT.
FIRST FLOOR
TOTAL LIVING
TARGET
1877 SQ. FT.
1877 SQ. FT.
1850 SQ. FT.NOTE: THE REFERENCE POINT FOR EACH
FRONT SETBACK WILL BE THE BACK OF WALK.
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
45'-0" X 105'-0" MIN. LOT
19'-0"
2-BAY GARAGE
20'-1" x 20'-1"
76'-0"
W/H
90°
4'-0"5'-0" 36'-0"
BEDROOM 4
10'-1" x 10'-6"
W
D
BEDROOM 2
10'-1" x 11'-10"
BEDROOM 3
10'-1" x 11'-0"
OFFICE
9'-11" x 8'-0"
ROOM
CALIFORNIA
21'-5" x 11'-5"
PRIMARY SUITE
14'-0" x 15'-0"
90°
22'-5" HNG
GREAT ROOM
15'-4" x 15'-6"
10'-0"
90°
90°
KITCHEN
D/W
OVEN/
MICRO
REF
90°
PANTRY
90°
LAUNDRY
90°
90°
45°
90°
PORCH
90°
90°
90°
90°
16'-0" 79'-0"
ENTRY
SEAT
4016 @ 8'-6" WHH.DINING
10'-1" x 16'-2"
10'-0"
90°
TRASH/RECYCLE
45°
DROP
45°
OPT BARN
DOOR15'-0"
VALLEY OAK | 45' A | WOODSIDE HOMES
group,incarchitectural
woodley
colorado // 731 southpark dr. suite B
littleton, co 80120 / 303 683.7231
caliIornia // 2943 pullman st. suite A
santa ana, ca 92705 / 949 553.8919
THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC.
01.14.22 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS
RANCHO CORDOVA, SACRAMENTO, CALIFORNIA
WDSCA-2102
PLAN TWO | 2070 SQ. FT.
FIRST FLOOR
TOTAL LIVING
TARGET
2070 SQ. FT.
2070 SQ. FT.
2050 SQ. FT.
NOTE: THE REFERENCE POINT FOR EACH
FRONT SETBACK WILL BE THE BACK OF WALK.
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
45'-0" X 105'-0" MIN. LOT
17'-0"
2-BAY GARAGE
20'-1" x 22'-1"
55'-3"
W/H
90°
4'-0" 5'-0"36'-0"
BEDROOM 4
10'-7" x 10'-10"
GREAT ROOM
18'-0" x 14'-5"
DINING
17'-5" x 10'-4"
ROOM
CALIFORNIA
17'-5" x 10'-0"
KITCHEN
D/W
90°
90°
PANTRY
DROP
OVEN/
MICRO
REF
ZOOM
16'-0" 56'-3"
32'-9"
UP
45°
90°
90°
PORCH
90°
ENTRY
OPT 12' CENTER MEET
90°
TRASH/RECYCLE
SLOPED CEILING
90°
OPTIONAL GLASS
WALL/DOOR
15'-0"
90°
W
LAUNDRY
BEDROOM 3
10'-0" x 13'-4"
BEDROOM 2
11'-0" x 10'-4"
LOFT
9'-0" x 11'-6"
PRIMARY SUITE
16'-6" x 13'-9"
90°
45°
LINEN
SEAT
4016 @ 8'-6" WHH.
19'-0" HNG
90°
LINEN
90°
90°
90°
DN
90°
D
45°
4016 @ 8'-6" WHH.
45°
VALLEY OAK | 45' A | WOODSIDE HOMES
group,incarchitectural
woodley
colorado // 731 southpark dr. suite B
littleton, co 80120 / 303 683.7231
caliIornia // 2943 pullman st. suite A
santa ana, ca 92705 / 949 553.8919
THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC.
01.14.22 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS
RANCHO CORDOVA, SACRAMENTO, CALIFORNIA
WDSCA-2102
PLAN THREE | 2250 SQ. FT.
FIRST FLOOR
SECOND FLOOR
TOTAL LIVINGTARGET
1241 SQ. FT.
1020 SQ. FT.
2261 SQ. FT.2250 SQ. FT.
NOTE: THE REFERENCE POINT FOR EACH
FRONT SETBACK WILL BE THE BACK OF WALK.
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
45'-0" X 105'-0" MIN. LOT
26'-6"
2-BAY GARAGE
20'-1" x 20'-1"
51'-3"
W/H
90°
4'-0" 5'-0"36'-0"
BEDROOM 4
10'-7" x 10'-10"
16'-0"
GREAT ROOM
25'-5" x 15'-0"
ROOM
CALIFORNIA
20'-4" x 10'-6"
27'-3"
DINING
15'-0" x 11'-0"
D/W
45°
90°
STORAGEDROP
90°
PORCH
UP
90°
90°
61'-9"
90°
PANTRY
KITCHEN
REF
OVEN/
MICRO
OPT 12' CENTER MEET
90°
TRASH/RECYCLE
15'-0"
90°
SEAT
4016 @ 8'-6" WHH.
PRIMARY SUITE
15'-0" x 14'-11"
25'-0" HNG
BEDROOM 2
11'-0" x 10'-1"
BEDROOM 3
10'-9" x 10'-1"
LOFT
11'-0" x 9'-6"
OPEN TO
BELOW
OFFICE
13'-7" x 6'-4"
90°
90°
45°
WD
90°
LAUNDRY
LINEN
90°
90°
90°90°
90°
DN
OPT GLASS
WALL/DR
OPT GLASS WALL
ON LOW WALL
VALLEY OAK | 45' A | WOODSIDE HOMES
group,incarchitectural
woodley
colorado // 731 southpark dr. suite B
littleton, co 80120 / 303 683.7231
caliIornia // 2943 pullman st. suite A
santa ana, ca 92705 / 949 553.8919
THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC.
01.14.22 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS
RANCHO CORDOVA, SACRAMENTO, CALIFORNIA
WDSCA-2102
PLAN FOUR | 2438 SQ. FT.
FIRST FLOOR
SECOND FLOOR
TOTAL LIVINGTARGET
1260 SQ. FT.
1178 SQ. FT.
2438 SQ. FT.2450 SQ. FT.
NOTE: THE REFERENCE POINT FOR EACH
FRONT SETBACK WILL BE THE BACK OF WALK.
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
45'-0" X 105'-0" MIN. LOT
19'-0"
2-BAY GARAGE
20'-1" x 20'-1"
76'-0"
W/H
4'-0"5'-0" 36'-0"
BEDROOM 2
10'-3" x 11'-1"
BEDROOM 3
11'-0" x 10'-2"
10'-0"
PRIMARY SUITE
14'-0" x 17'-0"
GREAT ROOM
14'-10" x 14'-2"
DINING
14'-10" x 12'-9"
13'-0" 10'-0"
ZOOM
10'-3" x 6'-5"
FITNESS
OFFICE/
10'-0" x 10'-1"
26'-0" HNG
LINEN
SEAT
W
D
KITCHEN
D/W
OVEN/
MICRO
REF
PANTRY
LAUNDRY
82'-0"
PORCH
ENTRY
TRASH/RECYCLE
OPTIONAL GLASS WALL/DOOR
CALIFORNIA ROOM
21'-5" x 10'-0"
OPTIONAL 12'-0" S.G.D.
SYCAMORE | 45 B | WOODSIDE HOMES
group,incarchitectural
woodley
colorado // 731 southpark dr. suite B
littleton, co 80120 / 303 683.7231
california // 2943 pullman st. suite A
santa ana, ca 92705 / 949 553.8919
THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC.
01.14.22 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS
RANCHO CORDOVA, SACRAMENTO, CALIFORNIA
WDSCA-2105
PLAN ONE | 2166 SQ. FT.
FIRST FLOOR
TOTAL LIVING
2166 SQ. FT.
2166 SQ. FT.
NOTE: THE REFERENCE POINT FOR EACH
FRONT SETBACK WILL BE THE BACK OF WALK.
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
45'-0" X 105'-0" MIN. LOT
19'-0"
2-BAY GARAGE
20'-4" x 22'-1"
68'-8"
W/H
4'-0"5'-0" 36'-0"
13'-0"
17'-4"
DINING
10'-7" x 18'-0"
GREAT ROOM
14'-10" x 18'-0"
ROOM
CALIFORNIA
20'-11" x 10'-0"
OFFICE
11'-1" x 7'-0"
REF
KITCHEN
PANTRY
DROP
D/W
OVEN/
MICRO UP
PORCH
COURTYARD
BEDROOM 4
10'-7" x 12'-9"
TRASH/RECYCLE
OPT
KITCHEN
PANTRY
BENCH
OPTIONAL 12'-0" S.G.D.
BEDROOM 2
10'-0" x 10'-0"
BEDROOM 3
10'-0" x 11'-10"
DN
22'-1"
HNG
LAUNDRY
LINEN
LINEN
PRIMARY SUITE
14'-6" x 13'-1"
LOFT
11'-1" x 13'-7"
W D
SYCAMORE |45 B | WOODSIDE HOMES
group,incarchitectural
woodley
colorado // 731 southpark dr. suite B
littleton, co 80120 / 303 683.7231
california // 2943 pullman st. suite A
santa ana, ca 92705 / 949 553.8919
THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC.
01.14.22 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS
RANCHO CORDOVA, SACRAMENTO, CALIFORNIA
WDSCA-2105
PLAN TWO | 2460 SQ. FT.
FIRST FLOOR
SECOND FLOOR
TOTAL LIVING
1306 SQ. FT.
1154 SQ. FT.
2460 SQ. FT.
NOTE: THE REFERENCE POINT FOR EACH
FRONT SETBACK WILL BE THE BACK OF WALK.
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
45'-0" X 105'-0" MIN. LOT
19'-0"
2-BAY GARAGE
20'-1" x 24'-1"
75'-0"
W/H
4'-0"5'-0" 36'-0"
BEDROOM 4
10'-7" x 12'-9"
13'-0"
GREAT ROOM
16'-1" x 14'-3"
DINING
15'-0" x 18'-1"
ROOM
CALIFORNIA
19'-4" x 10'-0"
17'-0"
KITCHEN
D/W
OVEN/
MICRO
REF
OFFICE
11'-6" x 7'-0"
PANTRY
DROP
ENTRY
PORCH
OPT BARN DOOR
UP
TRASH/RECYCLE
OPTIONAL
KITCHEN
BENCH
OPTIONAL 12'-0" S.G.D.
LOFT
12'-7" x 11'-0"
BEDROOM 3
10'-2" x 11'-6"
BEDROOM 2
11'-3" x 10'-11"
PRIMARY SUITE
14'-10" x 14'-4"
WD
27'-3" HNG
DN
LAUNDRYSEAT
LINEN
4016 @ 8'-6" WHH.
SYCAMORE |45 B | WOODSIDE HOMES
group,incarchitectural
woodley
colorado // 731 southpark dr. suite B
littleton, co 80120 / 303 683.7231
california // 2943 pullman st. suite A
santa ana, ca 92705 / 949 553.8919
THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC.
01.14.22 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS
RANCHO CORDOVA, SACRAMENTO, CALIFORNIA
WDSCA-2105
PLAN THREE | 2578 SQ. FT.
FIRST FLOOR
SECOND FLOOR
TOTAL LIVING
1393 SQ. FT.
1185 SQ. FT.
2578 SQ. FT.
NOTE: THE REFERENCE POINT FOR EACH
FRONT SETBACK WILL BE THE BACK OF WALK.
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
SLEEPING
11'-2" x 10'-6"
PORCH
LIVING
11'-1" x 10'-0"
REF
4016 @ 8'-6" WHH.
BARN DOOR
OPTIONAL HOME PLUS
SYCAMORE | 45 B | WOODSIDE HOMES
group,incarchitectural
woodley
colorado // 731 southpark dr. suite B
littleton, co 80120 / 303 683.7231
california // 2943 pullman st. suite A
santa ana, ca 92705 / 949 553.8919
THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC.
01.14.22 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS
RANCHO CORDOVA, SACRAMENTO, CALIFORNIA
WDSCA-2105
PLAN FOUR | OPTIONS
02.02.22 ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
01.28.22 Woodside Homes
DESIGN
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FIRST FLOOR
TOTAL LIVING
2395 SQ. FT. ••-
2395 SQ. FT.
PLAN ONE I 2395 SQ. FT.
ACACIA AT CYPRESS I WOODSIDE HOMES
RANCHO CORDOVA, CALIFORNIA
NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS WDSCA-2001 ,• woodley
architect.ural group,1nc
colorado // 731 southpark dr. suite B
littleton, co 80120 / 303 683.7231
california // 2943 pullman st. suite A
santa ana, ca 92705 / 949 553.8919
THESE DRAWINGS ARE NTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATffi WITHOUT THE EXPREiS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC.
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
01.28.22 Woodside Homes
�BETTER BY DESIGN
FRONT ELEVATION 'A' - MODERN CALIFORNIA RANCH '\.. SCALE: 114"= l'-O"
FRONT ELEVATION 'B' - MODERN FARMHOUSE
FRONT ELEVATION 'C' - MODERN PRAIRIE
'\.. SCALE: l /4" = l'-0"
'\.. SCALE: l /4" = l'-0"
PLAN ONE I FRONT ELEVATIONS
ACACIA AT CYPRESS I WOODSIDE HOMES
RANCHO CORDOVA, CALIFORNIA
NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS WDSCA-2001 •' woodley: architect.ural group,1nc
colorado // 73 l south park dr. suite B
littleton, co 80120 / 303 683.7231
calHornia // 2943 pullman st. suite A
santa ana, ca 92705 / 949 553.8919
Tt-£S.E ORAW!NGS ME Nlt'NOl:D FOR DESIGN OE:VElOPt.U:Nl AND PRB.lMN:AAY sruoe c..iL Y ANO Ail£ N01 to SE USEO fOR ANY OTHER PU((POSE. SUCH AS FINAL PLOntNG OR fNAl. ENGN8:RING. COPYRIGHT WOODlEY ARCttTECTtlRAl G�UP. NC. THESE DAAwtNGS MAY NOf BE usro OR OUPLICAteO WTTHCX.11 THE EXPRESS WRITTEN PERMISSION 0, WOOOLEY AACHrTECl\JRAl GRCll.lP INC. '
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
r--------------,
ROOF PLAN
REAR ELEVATION
01.28.22 II Woodside Homes
�BETTER BY DESIGN
........
4:12
4:12
�---� ...........
'-------,-+ - - - - - - -
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'\. SCALE: l /4" = l'-0"
RIGHT ELEV A TION
-
LEFT ELEVATION
PLAN ONE I ELEVATION A MODERN CALIFORNIA RANCH
ACACIA AT CYPRESS I WOODSIDE HOMES
RANCHO CORDOVA, CALIFORNIA
NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE l)AAWV,,,GS ARE INTENDED FOR OESIGN OEVEI.OPMENT ANO PRS.IWilNAA't S1IJ01es ONLY ANO ARE NOT TO BE USED FOf( NJY OTHBt PURPOSE, SUCH AS FINAi. PI.OTTNG OR FINAi. ENGINWi'fNG, COPYRIGHT WOOctEY ARCHTECT!JRAl GROVP INC, lHE.�E ORA.WINGS MAY NOT 8E USED OR OUPUCATEO WITHOUT THE EX.PR:ESS WRfTTEN PERMISSION OF WOOO\.EY ARCtl1tCT\IR.AL GROUP INC.
WDSCA-2001
•
'\. SCALE: 1/4"= l'-0"
-
SCALE: I/ 4" = l'-0"
woodley architectural group,1nc
colorado // 731 southpark dr. suite B
littleton, co 80120 / 303 683.7231
california // 2943 pullman st. suite A
santa ana, ca 92705 I 949 553.8919
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ROOF PLAN
,. -------------- .,
----------------------,
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01.28.22 Woodside Homes
�BETTER BY DESIGN
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'-., SCALE: l /8" = r-a·
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RIGHT ELEVATION
1\
LEFT ELEVATION
PLAN ONE ELEVATION B I MODERN FARMHOUSE
ACACIA AT CYPRESS I WOODSIDE HOMES
RANCHO CORDOVA, CALIFORNIA
NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THElE ORAY/1.JGS ARE INTENDED FOR OESIGN OEVElOPMENT ANO PRa!Ml"AAY STUDIES ONLY ANO ARE NOT TO 8£ USED FOR �y OlHEfi': PURPOSE, SUCH A.$ R-,AJ. PLOTTNG OR FINAL ENGINEERiNG. COPYRIGHT WOODl.EY ARCI-ITECTURAJ. GROUP. INC. Tl£SE DRAWINGS MAY NOT BE USED OR OOPUCATED Wm-tQIJT THE EXPQESS WRtTTEN PERMISSION OF WOOC>l£Y A.RCKTECTVRAL GROI.N>, INC.
WDSCA-2001
•
'-., SCALE: l /4" = l'-0"
-3CALE: l / 4" = 1 '-0"
woodleY.
architect.ural group,1nc
colorado // 731 southpark dr. suite B
little ton, co 80120 / 303 683.7231
california // 2943 pullman st. suite A
santa ana, ca 92705 / 949 553.8919
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
L-------------
�--------,
L--------�
ROOF PLAN
REAR ELEVATION
01.28.22 Woodside Homes
4:12
........
4:12
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Ill
LEFT ELEVATION
PLAN ONE I ELEVATION C MODERN PRAIRIE
ACACIA AT CYPRESS I WOODSIDE HOMES
RANCHO CORDOVA, CALIFORNIA
NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTeNOEO FOR OESIGN OEVELOPMENT ANO PRRIMNARY S1UOIES ONl Y ANO ARE NOT TO 8E oseo FOR ANY OTHER PURPOSE. SUCH AS FNAl PLOTTNG OR FINAL ENGINEBKNG. COPYRIGHT WOOOlEY ARCl-flfC'TURAI. GROUP, INC. lHESE ORA WINGS tM Y NOT BE USED OR OUPOCAlEO wmt0VT THE EXP1tES.-S WRITTEt-1 ffRMISSION OF Woootf'V ARCHITECTIJRAL GROIJP, INC.
WDSCA-2001
•
D
'\., SCALE: l / 4" = l'-0"
DU
-3CALE: 1/4" = 1'-0"
woodley
architectural group,1nc
colorado / / 73 l southpark dr. suite B
littleton, co 80120 / 303 683.7231
callfornia // 2943 pullman st. suite A
santa ana, ca 92705 / 949 553.8919
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
---------- .. -------------- .. -------------- .. ---------- ..
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01.28.22 Woodside Homes
DESIGN
FIRST FLOOR
TOTAL LIVING
2662 SQ. FT.
2662 SQ. FT.
PLAN TWO I 2662 SQ. FT.
ACACIA AT CYPRESS I WOODSIDE HOMES
RANCHO CORDOVA, CALIFORNIA
NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS WDSCA-2001 ,• -·-
woodley
architect.ural group,1nc
colorado // 731 southpark dr. suite B
littleton, co 80120 / 303 683.7231
california // 2943 pullman st. suite A
santa ana, ca 92705 / 949 553.8919
THESE DRAWINGS ARE NTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPREiS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC.
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
01.28.22 Woodside Homes
�BETTER BY DESIGN
FRONT ELEVATION 'A' - MODERN CALIFORNIA RANCH '\.. SCALE: 114"= l'-O"
FRONT ELEVATION 'B' - MODERN FARMHOUSE
FRONT ELEVATION 'C' - MODERN PRAIRIE
'\... SCALE: l /4" = 1'-0"
'
\.. SCALE: l /4" = l'-0"
PLAN TWO I FRONT ELEVATIONS
ACACIA AT CYPRESS I WOODSIDE HOMES
RANCHO CORDOVA, CALIFORNIA
NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS WDSCA-2001 •' I
woodley: architect.ural group,1nc
colorado // 73 l south park dr. suite B
littleton, co 80120 / 303 683.7231
calHornia // 2943 pullman st. suite A
santa ana, ca 92705 / 949 553.8919
Tt-£S.E ORAW!NGS ME Nlt'NOl:D FOR DESIGN OE:VElOPt.U:Nl AND PRB.lMN:AAY sruoe c..iL Y ANO Ail£ N01 to SE USEO fOR ANY OTHER PU((POSE. SUCH AS FINAL PLOntNG OR fNAl. ENGN8:RING. COPYRIGHT WOODlEY ARCttTECTtlRAl G�UP. NC. THESE DAAwtNGS MAY NOf BE usro OR OUPLICAteO WTTHCX.11 THE EXPRESS WRITTEN PERMISSION 0, WOOOLEY AACHrTECl\JRAl GRCll.lP INC.
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
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ROOF PLAN
REAR ELEVATION
01.28.22 II Woodside Homes
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RANCHO CORDOVA, CALIFORNIA
NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE l)AAWV,,,GS ARE INTENDED FOR OESIGN OEVEI.OPMENT ANO PRS.IWilNAA't S1IJ01es ONLY ANO ARE NOT TO BE USED FOf( NJY OTHBt PURPOSE, SUCH AS FINAi. PI.OTTNG OR FINAi. ENGINWi'fNG, COPYRIGHT WOOctEY ARCHTECT!JRAl GROVP INC, lHE.�E ORA.WINGS MAY NOT 8E USED OR OUPUCATEO WITHOUT THE EX.PR:ESS WRfTTEN PERMISSION OF WOOO\.EY ARCtl1tCT\IR.AL GROUP INC.
WDSCA-2001
•
'\. SCALE: 1/4"= l'-0"
-
SCALE: I/ 4" = l'-0"
woodley architectural group,1nc
colorado // 731 southpark dr. suite B
littleton, co 80120 / 303 683.7231
california // 2943 pullman st. suite A
santa ana, ca 92705 I 949 553.8919
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ROOF PLAN
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RIGHT ELEVATION
LEFT ELEVATION
PLAN TWO I ELEVATION B I MODERN FARMHOUSE
ACACIA AT CYPRESS I WOODSIDE HOMES
RANCHO CORDOVA, CALIFORNIA
NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS WDSCA-2001
•
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woodley
architect.ural group,1nc
colorado / / 731 south park dr. suite B
littleton, co 80120 / 303 683.7231
californla / / 2943 pullman st. suite A
santa ana, ca 92705 / 949 553.8919
�SE DRAWINGS AA!: f,,ITENDS'> fOQ OESIGN 0€V8,QPM&,T AND PR8.MINAAY STUC>f.S ONLY AND ME"NOT TO 8E US.ED t()R ANY OHER PURPOSE, SUCH AS FINAL Pl OTTING OR f'f,,IAl ENGf-18:RING. COPYR«:;Hl WOODt.EY ARCHITECTVRAl GROUP . .,c. THESE OiAWINGS lv\A'f NOl BE USEO OR OUPLICAlEO WJJHOUT lHE EXPRESS WRITTEN PERWilSSl()N Of woomn ARCHITtOURAl C'�P tJC.
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
----------,-----------
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01.28.22 Woodside Homes
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RANCHO CORDOVA, CALIFORNIA
NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTeNOEO FOR OESIGN OEVELOPMENT ANO PRRIMNARY S1UOIES ONl Y ANO ARE NOT TO 8E oseo FOR ANY OTHER PURPOSE. SUCH AS FNAl PLOTTNG OR FINAL ENGINEBKNG. COPYRIGHT WOOOlEY ARCl-flfC'TURAI. GROUP, INC. lHESE ORA WINGS tM Y NOT BE USED OR OUPOCAlEO wmt0VT THE EXP1tES.-S WRITTEt-1 ffRMISSION OF Woootf'V ARCHITECTIJRAL GROIJP, INC.
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•
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woodley
architectural group,1nc
colorado I I 73 l southpark dr. suite B
littleton, co 80120 / 303 683.7231
callfornia I I 2943 pullman st. suite A
santa ana, ca 92705 / 949 553.8919
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
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woodley
architect.uralgroup,1nc
Woodside Homes
ACACIA AT CYPRESS I WOODSIDE HOMES
RANCHO CORDOVA, CALIFORNIA
colorado // 731 southpark dr. suite B
littleton, co 80120 / 303 683.7231
california // 2943 pullman st. suite A
santa ana, ca 92705 / 949 553.8919
DESIGN
NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS WDSCA-2001 ,• THESE DRAWINGS ARE NlENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, .SUCH AS FINAL PLOTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATffi WITHOUT THE EXPREiS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC.
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
-
01.28.22 Woodside Homes
DESIGN
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woodley
architect.ural group,1nc
ACACIA AT CYPRESS I WOODSIDE HOMES
colorado // 73 l southpark dr. suite B
littleton, co 80120 / 303 683.7231
california / / 2943 pullman st. suite A
santa ana, ca 92705 / 949 553.8919 RANCHO CORDOVA, CALIFORNIA NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS WDSCA-2001 ,• THESE DRAWINGS ARE NTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPREiS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC.
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
01.28.22 Woodside Homes
�BETTER BY DESIGN
FRONT ELEVATION 'A' - MODERN CALIFORNIA RANCH '\.. SCALE: 114"= l'-O"
FRONT ELEVATION 'B' - MODERN FARMHOUSE
ff 1
FRONT ELEVATION 'C' - MODERN PRAIRIE
'\.. SCALE: l /4" = l'-0"
'\.. SCALE: l /4" = l'-0"
PLAN THREE I FRONT ELEVATIONS
ACACIA AT CYPRESS I WOODSIDE HOMES
RANCHO CORDOVA, CALIFORNIA
NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS WDSCA-2001 •' woodley: architect.ural group,1nc
colorado // 73 l south park dr. suite B
littleton, co 80120 / 303 683.7231
calHornia // 2943 pullman st. suite A
santa ana, ca 92705 / 949 553.8919
Tt-£S.E ORAW!NGS ME Nlt'NOl:D FOR DESIGN OE:VElOPt.U:Nl AND PRB.lMN:AAY sruoe c..iL Y ANO Ail£ N01 to SE USEO fOR ANY OTHER PU((POSE. SUCH AS FINAL PLOntNG OR fNAl. ENGN8:RING. COPYRIGHT WOODlEY ARCttTECTtlRAl G�UP. NC. THESE DAAwtNGS MAY NOf BE usro OR OUPLICAteO WTTHCX.11 THE EXPRESS WRITTEN PERMISSION 0, WOOOLEY AACHrTECl\JRAl GRCll.lP INC.
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
.........
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NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE l)AAWV,,,GS ARE INTENDED FOR OESIGN OEVEI.OPMENT ANO PRS.IWilNAA't S1IJ01es ONLY ANO ARE NOT TO BE USED FOf( NJY OTHBt PURPOSE, SUCH AS FINAi. PI.OTTNG OR FINAi. ENGINWi'fNG, COPYRIGHT WOOctEY ARCHTECT!JRAl GROVP INC, lHE.�E ORA.WINGS MAY NOT 8E USED OR OUPUCATEO WITHOUT THE EX.PR:ESS WRfTTEN PERMISSION OF WOOO\.EY ARCtl1tCT\IR.AL GROUP INC.
WDSCA-2001
•
'\. SCALE: 1/4"= l'-0"
-
SCALE: I/ 4" = l'-0"
woodley architectural group,1nc
colorado I I 731 southpark dr. suite B
littleton, co 80120 / 303 683.7231
california I I 2943 pullman st. suite A
santa ana, ca 92705 I 949 553.8919
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
/
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01.28.22 Woodside Homes
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NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE l)AAWV,,,GS ARE INTENDED FOR OESIGN OEVEI.OPMENT ANO PRS.IWilNAA't S1UOles ONLY ANO ARE NOT TO BE USED FOf( NJY OTHBt PURPOSE, StJCH AS FINAi. Pl.01TNG OR FINAi. ENGINWi'fNG, COPYRIGHT WOOctEY ARC'H'TECT!JRAl GROUP INC, THE.�E ORA.WINGS MAY NOT 8E USED OR OUPUCATEO WITHOIJT THE EX.PR:ESS WRfTTEN PERMISSION OF WOOO\.EY ARCKftCTIJR>,L GROUP INC.
WDSCA-2001
•
" SCALE: l / 4" = l '-0"
--
3CALE: l / 4" = I '-0"
woodley architectural group,1nc
colorado // 73 l southpark dr. suite B
little ton, co 80120 / 303 683.723 l
california // 2943 pullman st. suite A
santa ana, ca 92705 / 949 553.8919
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ROOF PLAN
REAR ELEVATION
01.28.22 Woodside Homes
�BETTER BY DESIGN
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ACACIA AT CYPRESS I WOODSIDE HOMES
RANCHO CORDOVA, CALIFORNIA
NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS TI-ESE ORA WINGS ARE NftNOB) FOR DESfGN OEVet.Of',',o\S'H ANO PRB.�ARY STUOES ONI. y ANO ARE NOY ro Sf us.so FOR ,AN'( Oll-ER PURPOSE. S.UCM AS FINAi, ft.OTIING OR ff'Al fNGf',11:ERING,, COPYRk3Hl woooc.ev ARCHTECYURAl GROUP. l'lC, THESE ORA WINGS MA'( NOT ee useo OR OUPUCAlEO WITHOUT lHt EXPRESS WRITTEN PS(tllt$SION OF WOOOLE'f ARCHITT:C'l\JRAl GROOP. NC, t
WDSCA-2001
• •
'\. SCALE: 1 /4" = l'-0"
-SCALE: 1 /4" = l'-0''
woodley architectural group,1nc
colorado / / 731 south park dr. suite B
littleton, co 80120 / 303 683.7231
callfornia // 2943 pullmon st. suite A
santa ana, ca 92705 / 949 553.8919
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ROOF PLAN
REAR ELEVATION
01.28.22 Woodside Homes
�BETTER BY DESIGN
/
◄1�
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........ 3:12
........ m
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RIGHT ELEVATION
LEFT ELEVATION
PLAN THREE I ELEVATION C I MODERN PRAIRIE
ACACIA AT CYPRESS I WOODSIDE HOMES
RANCHO CORDOVA, CALIFORNIA
NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS TI-ESE ORA WINGS ARE NftNOB) FOR DESfGN OEVet.Of',',o\S'H ANO PRB.�ARY STUOES ONI. y ANO ARE NOT TO Sf us.so FOR ,AN'( Oll-ER PURPOSE. SUCM AS FINAi, ft.OTIING OR ff'Al fNGf',11:ERING, COPYRk3Hl woooc.ev ARCHTECTURAl GROUP. l'lC, THESE ORA WINGS MA'( NOT ee useo OR OUPUCAlEO WITHOUT lHt EXPRESS WRITTEN PS(tllt$SION OF WOOOLEY ARCHITT:C'l\JRAl GROOP. NC, t
WDSCA-2001
• •
'\. SCALE: 1 /4" = l'-0"
-SCALE: 1 /4" = l'-0''
woodley architectural group,1nc
colorado / / 731 south park dr. suite B
littleton, co 80120 / 303 683.7231
callfornia // 2943 pullmon st. suite A
santa ana, ca 92705 / 949 553.8919
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
/
01.28.22 Woodside Homes
:: BETTER BY OESIGN
RIGHT ELEVATION
PLAN THREE I ELEVATION C ENHANCED MODERN PRAIRIE
ACACIA AT CYPRESS I WOODSIDE HOMES
RANCHO CORDOVA, CALIFORNIA
NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE OAAWINGS ARE INTENOEO FOR OESIGN OEVELOPMENT ANO PRS.IWilNAA't S1UOIES ONLY ANO ARE NOT TO 8E USED FOR NJY OTHBt PURPOSE, SUCH AS FINAi. PLO�G OR FINAL Et«;INWi'iNG, COPYRIGHT WOO�EY ARCHTECT!JRA1. GROUP INC. lHE.�E ORA.WINGS MAY NOT 8E USED OR OUPUCATEO WITHOUT THE EX.PR:ESS WRfTTEN PERMISSION OF WOQO\.EY ARCtl1tCl\lR.AL GROUP INC. "\.. SCALE: l I 4" =
l '-0"
WDSCA-2001
•
woodley architectural group,1nc
colorado I I 73 l southpark dr. suite B
littleton, co 80120 I 303 683.7231
california II 2943 pullman st. suite A
santa ana, ca 92705 I 949 553.8919
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
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01.28.22 FIRST FLOOR
SECOND FLOOR
TOTAL LIVING
1774SQ. FT.
1745 SQ. FT.
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PLAN FOUR I 3519 SQ. FT.
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-·-
woodley
architect.uralgroup,1nc
Woodside Homes
ACACIA AT CYPRESS I WOODSIDE HOMES
colorado // 731 southpark dr. suite B
littleton, co 80120 / 303 683.7231
california // 2943 pullman st. suite A
santa ana, ca 92705 / 949 553.8919
DESIGN RANCHO CORDOVA, CALIFORNIA
NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS WDSCA-2001 ,• THESE DRAWINGS ARE NTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, .SUCH AS FINAL PLOTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC.
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
-
01.28.22 Woodside Homes
DESIGN
-------------------------------------------------7
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1745 SQ. FT.
3519 SQ. FT.
PLAN FOUR I 3519 SQ. FT.
I II I I
ACACIA AT CYPRESS I WOODSIDE HOMES
RANCHO CORDOVA, CALIFORNIA
NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS WDSCA-2001 ,• -·-
woodley
architect.ural group,1nc
colorado // 731 southpark dr. suite B
littleton, co 80120 / 303 683.7231
california // 2943 pullman st. suite A
santa ana, ca 92705 / 949 553.8919
THESE DRAWINGS ARE NTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, .SUCH AS FINAL PLOTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPREiS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC.
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
• , .
•1 A
01.28.22 Woodside Homes
�BETTER BY DESIGN
FRONT ELEVATION 'A' - MODERN CALIFORNIA RANCH '\.. SCALE: 114"= l'-O"
FRONT ELEVATION 'B' - MODERN FARMHOUSE
I f) I f)
I f) I f)
FRONT ELEVATION 'C' - MODERN PRAIRIE
'\.. SCALE: l /4" = l'-0"
'\.. SCALE: l /4" = l'-0"
PLAN FOUR I FRONT ELEVATIONS
ACACIA AT CYPRESS I WOODSIDE HOMES
RANCHO CORDOVA, CALIFORNIA
NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS WDSCA-2001 •' • • � ... ♦ -'. ,
� 1il ',,. ""' •
woodley: architect.ural group,1nc
colorado // 73 l south park dr. suite B
littleton, co 80120 / 303 683.7231
calHornia // 2943 pullman st. suite A
santa ana, ca 92705 / 949 553.8919
Tt-£S.E ORAW!NGS ME Nlt'NOl:D FOR DESIGN OE:VElOPt.U:Nl AND PRB.lMN:AAY sruoe c..iL Y ANO Ail£ N01 to SE USEO fOR ANY OTHER PU((POSE. SUCH AS FINAL PLOntNG OR fNAl. ENGN8:RING. COPYRIGHT WOODlEY ARCttTECTtlRAl G�UP. NC. THESE DAAwtNGS MAY NOf BE usro OR OUPLICAteO WTTHCX.11 THE EXPRESS WRITTEN PERMISSION 0, WOOOLEY AACHrTECl\JRAl GRCll.lP INC. '
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ROOF PLAN
.-------------..
I r-+-------------
1 I
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REAR ELEVATION 01.28.22
II Woodside Homes
�BETTER BY DESIGN
'\. SCALE: l /8" = l'-0"
'\. SCALE: l /4" = l'-0"
.
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RIGHT ELEV A TION
LEFT ELEVATION
PLAN FOUR I ELEVATION A I MODERN CALIFORNIA RANCH
ACACIA AT CYPRESS I WOODSIDE HOMES
RANCHO CORDOVA, CALIFORNIA
NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE l)AAWV,,,GS ARE INTENDED FOR OESIGN OEVEI.OPMENT ANO PRS.IWilNAA't S1UOles ONLY ANO ARE NOT TO BE USED FOf( NJY OTHBt PURPOSE, StJCH AS FINAi. PI.OTTNG OR FINAi. ENGINWi'fNG, COPYRIGHT WOOctEY ARCHTECT!JRAl GROUP INC, lHE.�E ORA.WINGS MAY NOT 8E USED OR OUPUCATEO WITHOIJT THE EX.PR:ESS WRfTTEN PERMISSION OF WOOO\.EY AROlltCTIJR>.L GROUP INC.
WDSCA-2001
•
'\. SCALE: 1/4"= l'-0"
-
SCALE: I/ 4" = l'-0"
woodley architectural group,1nc
colorado I I 731 southpark dr. suite B
littleton, co 80120 / 303 683.7231
california I I 2943 pullman st. suite A
santa ana, ca 92705 I 949 553.8919
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
.,---------------
1 ....+-------------�
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•
ROOF PLAN
REAR ELEVATION
01.28.22 Woodside Homes
"\. SCALE: 1 /8" = l'-0"
"\. SCALE: 1/4"= 1'-0"
'
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RIGHT ELEVATION
LEFT ELEVATION
PLAN FOUR I ELEVATION B MODERN FARMHOUSE
ACACIA AT CYPRESS I WOODSIDE HOMES
RANCHO CORDOVA, CALIFORNIA
NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENOEO FOR OESIGN OEVROPMENl ANO PRB.IMINARY s1001es ONLY ANO ARE N01 TO 8E useo FOR �y OTH� PURPOSE, SUCH AS f'NAI.. PLOTI"4G OR FINAL ENGINEERING, COPYRIGHJ WOOOt.EY ARCH'JECTIJRAL GROUP. INC. TtESE ORA WINGS M.A Y NOT 8E USED OR DOPUCATID WllHOl1T THE EX.PRes.s WRITTEN f(R',VJSSION OF WOOOlEY ARCKTECTUK>J. G,ROIJP, INC.
WDSCA-2001
•
"\. SCALE: 1/4"= 1'-0"
DU
-3CALE: 1 / 4" = I '-0"
woodley architectural group,1nc
colorado / / 731 southpark dr. suite B
liltleton, co 80120 / 303 683.7231
callfornia // 2943 pullman st. suite A
santa ana, ca 92705 / 949 553.8919
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ROOF PLAN
REAR ELEVATION
01.28.22 Woodside Homes
......... 4:12
◄I;
r -----------------------
1 I
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...
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"\. SCALE: 1/4"= 1'-0"
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T.O.FL.
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RIGHT ELEVATION
LEFT ELEVATION
PLAN FOUR I ELEVATION C I MODERN PRAIRIE
ACACIA AT CYPRESS I WOODSIDE HOMES
RANCHO CORDOVA, CALIFORNIA
NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENOEO FOR OESIGN OEVROPMENl ANO PRB.IMINARY s1001es ONLY ANO ARE N01 TO 8E useo FOR �y OTH� PURPOSE, SUCH AS f'NAI.. PLOTI"4G OR FINAL ENGINEERING, COPYRIGHJ WOOOt.EY ARCHlECTURAl GROUP. INC. TtESE ORA WINGS M.A Y NOT 8E USED OR DOPUCATID WllHOl1T THE EX.PRes.s WRITTEN f(R',VJSSION OF WOOOlEY ARCKTECTUit>J. GROVP, INC.
WDSCA-2001
•
"\. SCALE: 1/4"= 1'-0"
DU
-3C'ALE: 1 / 4" = I '-0"
woodley architectural group,1nc
colorado / / 731 southpark dr. suite B
liltleton, co 80120 / 303 683.7231
callfornia // 2943 pullman st. suite A
santa ana, ca 92705 / 949 553.8919
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
01.28.22 Woodside Homes
------�--------------------------------------------------------------------------------------- -----------
RIGHT ELEVATION
PLAN FOUR ELEVATION C ENHANCED I MODERN PRAIRIE
ACACIA AT CYPRESS I WOODSIDE HOMES
RANCHO CORDOVA, CALIFORNIA
NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE OAAWINGS ARE INTENOEO FOR OESIGN OEVElOPMENT ANO PRS.IWilNAA't S1UOIES ONlY ANO ARE NOT TO 8E USED FOR NJY OTHBt PURPOSE, StJCH AS FINAi. PLO�G OR FIN Al Et«;INWi'iNG, COPYRIGHT WOO�EY ARCHTECT!JRAl GROUP INC, lHE.�E ORA.WINGS MAY NOT 8E USED OR OUPUCATEO WITHOIJT THE EX.PR:ESS WRfTTEN PERMISSION OF WOQO\.EY AROlltCTIJR>.L GROUP INC. ' SCALE: 1 /4" = 1'-0"
WDSCA-2001
•
woodley
architectural group,1nc
colorado // 731 southpark dr. suite B
little ton, co 80120 / 303 683.7231
california // 2943 pullman st. suite A
santa ana, ca 92705 / 949 553.8919
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Arista Del Sol 40’s
Elevation A
Spanish
Roof Tile
Stucco
Entry Door
Trim Panel|
Fascia |Garage Door
Trim
Scheme 1
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Arista Del Sol 40’s
Elevation A
Spanish
Roof Tile
Stucco
Entry Door
Trim Panel|
Fascia |Garage Door
Trim
Scheme 2
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Arista Del Sol 40’s
Elevation A
Spanish
Roof Tile
Stucco
Entry Door
Trim Panel|
Fascia |Garage Door
Trim
Scheme 3
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Arista Del Sol 40’s
Elevation B
California Cottage
Roof Tile
Stucco
Entry Door
Lap Siding
Trim | Trim Panel
Fascia |Garage Door
Stone
Scheme 4
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Arista Del Sol 40’s
Elevation B
California Cottage
Roof Tile
Stucco
Entry Door
Lap Siding
Trim | Trim Panel
Fascia |Garage Door
Stone
Scheme 5
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Arista Del Sol 40’s
Elevation B
California Cottage
Roof Tile
Stucco
Entry Door
Lap Siding
Trim | Trim Panel
Fascia |Garage Door
Stone
Scheme 6
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Arista Del Sol 40’s
Elevation E
Modern Prairie
Roof Tile
Stucco
Entry Door
Trim
Lap Siding
Stone
Fascia |Garage Door
Scheme 7
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Arista Del Sol 40’s
Elevation E
Modern Prairie
Roof Tile
Stucco
Entry Door
Trim
Lap Siding
Stone
Fascia |Garage Door
Scheme 8
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Arista Del Sol 40’s
Elevation E
Modern Prairie
Roof Tile
Stucco
Entry Door
Trim
Lap Siding
Stone
Fascia |Garage Door
Scheme 9
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Arista Del Sol 45’s A
Elevation C
Modern Farmhouse
Roof Tile
Stucco
Entry Door
Fascia |Garage Door
Board and Batten
Siding
Trim |Trim Panel
Scheme 1
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Arista Del Sol 45’s A
Elevation C
Modern Farmhouse
Roof Tile
Stucco
Entry Door
Fascia |Garage Door
Board and Batten
Siding
Trim |Trim Panel
Scheme 2
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Arista Del Sol 45’s A
Elevation C
Modern Farmhouse
Roof Tile
Stucco
Entry Door
Fascia |Garage Door
Board and Batten
Siding
Trim |Trim Panel
Scheme 3
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Arista Del Sol 45’s A
Elevation D
California Ranch
Roof Tile
Stucco
Entry Door
Lap Siding
Fascia |Garage Door
10.15.20 Trim | Trim Panel
Stone
Scheme 4
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Arista Del Sol 45’s A
Elevation D
California Ranch
Roof Tile
Stucco
Entry Door
Lap Siding
Fascia |Garage Door
10.15.20 Trim | Trim Panel
Stone
Scheme 5
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Arista Del Sol 45’s A
Elevation D
California Ranch
Roof Tile
Stucco
Entry Door
Lap Siding
Fascia |Garage Door
10.15.20 Trim | Trim Panel
Stone
Scheme 6
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Arista Del Sol 45’s A
Elevation E
Modern Prairie
Roof Tile
Stucco
Entry Door
Trim
Lap Siding
10.15.20 Stone
Fascia |Garage Door
Scheme 7
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Arista Del Sol 45’s A
Elevation E
Modern Prairie
Roof Tile
Stucco
Entry Door
Trim
Lap Siding
10.15.20 Stone
Fascia |Garage Door
Scheme 8
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Arista Del Sol 45’s A
Elevation E
Modern Prairie
Roof Tile
Stucco
Entry Door
Trim
Lap Siding
10.15.20 Stone
Fascia |Garage Door
Scheme 9
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Arista Del Sol 45’s B
Elevation C
Modern Farmhouse
Roof Tile
Stucco
Entry Door
Trim|Trim Panel|
Fascia |Garage Door
Board & Batten Siding
Stone
Scheme 1
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Arista Del Sol 45’s B
Elevation C
Modern Farmhouse
Roof Tile
Stucco
Entry Door
Trim|Trim Panel|
Fascia |Garage Door
Board & Batten Siding
Stone
Scheme 2
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Arista Del Sol 45’s B
Elevation C
Modern Farmhouse
Roof Tile
Stucco
Entry Door
Trim|Trim Panel|
Fascia |Garage Door
Board & Batten Siding
Stone
Scheme 3
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Arista Del Sol 45’s B
Elevation E
Modern Prairie
Roof Tile
Stucco
Entry Door
Lap Siding
Trim
Fascia |Garage Door
Stone
Scheme 4
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Arista Del Sol 45’s B
Elevation E
Modern Prairie
Roof Tile
Stucco
Entry Door
Lap Siding
Trim
Fascia |Garage Door
Stone
Scheme 5
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Arista Del Sol 45’s B
Elevation E
Modern Prairie
Roof Tile
Stucco
Entry Door
Lap Siding
Trim
Fascia |Garage Door
Stone
Scheme 6
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Arista Del Sol 45’s B
Elevation F
California Contemporary
Roof Tile
Stucco
Entry Door
Trim
Lap Siding
Stone
Fascia |Garage Door
Scheme 7
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Arista Del Sol 45’s B
Elevation F
California Contemporary
Roof Tile
Stucco
Entry Door
Trim
Lap Siding
Stone
Fascia |Garage Door
Scheme 8
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Arista Del Sol 45’s B
Elevation F
California Contemporary
Roof Tile
Stucco
Entry Door
Trim
Lap Siding
Stone
Fascia |Garage Door
Scheme 9
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Acacia at Cypress
Woodside Homes
Electronic Color Book
Color Schemes
09.02.2020
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Notes:
*All non-decorative items such as meter doors & non-decorative vents are to be painted the surrounding color.
*Paint breaks to be turned at inside corner unless otherwise indicated. * Metal roof vents to be painted to match the darkest color from the roofing blend. *El Dorado & Cultured Stone: HEATHER JOHNSTONE (209) 843-3351 or [email protected] *Boral Roof : Please Contact Rita Torres (562) 400-9634 or [email protected] ROOF 1FBCJ4070 1FBCF3214 1FBCJ3181
SAXONY 900 SHAKE SEA PEARL BLEND SHADOW BROWN SMOKEY TOPAZ BLEND STUCCO 10-07 12-26 1100-2
BAY OF FUNDY ASSATEAGUE SAND ADOBE WHITE
ANTELOPE
TRIM 1010-1 14-23 1006-1
STONE: El Dorado & Cultured Stone
Scheme 3Scheme 2Scheme 1
NAPA RANCH
ELEVATION A
LAP SIDING 1009-5 14-27 15-09
PHOENIX FOSSIL TRUE KHAKI
ENTRY DOOR 15-24
14-27
1039-4
TRUE KHAKI
PEGASUS EDELWEISS INTROSPECTIVE
15-09
1033-5
FASCIA | GARAGE DOOR 1010-1 14-23 15-18
TRIM PANEL 1010-1
PEGASUS ANTELOPE
PAINT: PPG STONE GROUT: Orco 09.03.20 |Original Date
ROOF: Boral
METAL ROOF: Taylor Metal Products
PEGASUS EDELWEISS GYPSUM
FRENCH TOAST PACHYDERMGRAY HERON
WOODSIDE HOMES
ACACIA AT CYPRESS | RANCHO CORDOVA
EXTERIOR COLOR SCHEDULE WOODLEY ARCHITECTURAL GROUP, INC.
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Notes:
*All non-decorative items such as meter doors & non-decorative vents are to be painted the surrounding color.
*Paint breaks to be turned at inside corner unless otherwise indicated. * Metal roof vents to be painted to match the darkest color from the roofing blend. *El Dorado & Cultured Stone: HEATHER JOHNSTONE (209) 843-3351 or [email protected] *Boral Roof : Please Contact Rita Torres (562) 400-9634 or [email protected] ONYX
METAL ROOF
CHARCOAL GREY WEATHERED ZINC VINTAGE
ATRIUM WHITE
GLAZED GRANITE BLACK FOREST
ENTRY DOOR 1011-7
ATRIUM WHITE
DELICATE WHITE
FASCIA | GARAGE DOOR 1020-1
1011-6
ATRIUM WHITE
DELICATE WHITE
TRIM | TRIM PANEL 1020-1
1001-1
ATRIUM WHITE
THUNDERBOLT PRAIRIE FIRE
BOARD & BATTEN SIDING 1020-1
1001-1 12-13
SAXONY 900 SHAKE CHARCOAL BLEND SAHARA QUARTZ BLEND CHARCOAL BROWN BLEND STUCCO 1020-1
PPG10-06 1071-6
Scheme 4 Scheme 5 Scheme 6
ROOF 1FBCF1430 1FBCJ4072 1FBCF1132
09.03.20 |Original Date
1033-3
SILENT STORM
1101-4
ROCKY CLIFFS
CAMEL TAN
12-13
CAMEL TAN
1012-7
MODERN FARMHOUSE
ELEVATION B
WOODSIDE HOMES
ACACIA AT CYPRESS | RANCHO CORDOVA
EXTERIOR COLOR SCHEDULE WOODLEY ARCHITECTURAL GROUP, INC.
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ELEVATION C: STONE PATTERN | HSP3507Notes:
*All non-decorative items such as meter doors & non-decorative vents are to be painted the surrounding color.
*Paint breaks to be turned at inside corner unless otherwise indicated. * Metal roof vents to be painted to match the darkest color from the roofing blend. *El Dorado & Cultured Stone: HEATHER JOHNSTONE (209) 843-3351 or [email protected] *Boral Roof : Please Contact Rita Torres (562) 400-9634 or [email protected] 16-07
SOUTHERN WOOD
1024-4
MOTH GRAY
ROASTED CHESTNUT
15-30
ROASTED CHESTNUT
1011-6
GLAZED GRANITE
15-30
DUSTY TRAIL HOT STONE DESERT DUNE
Pattern # HSP3507 CULTURED STONE CULTURED STONE CULTURED STONE TRIM AT STONE : 1097-4 1007-4 1023-4
STONE GROUT DRYSTACK DRYSTACK DRYSTACK
STONE: Cultured Stone HEWN |FOUNDATION HEWN | SPAN HEWN | TALUS ENTRY DOOR 1002-7 1033-5
PHANTOM MIST GRAY HERON
FASCIA | GARAGE DOOR 14 -24 1007-1
DOGWOOD BLOSSOM WILLOW SPRINGS
TRIM 14 -24 1007-6
DOGWOOD BLOSSOM COOL CHARCOAL
LAP SIDING 1039-3 1007-6
MIRROR MIRROR COOL CHARCOAL
MODERN PRAIRIE
ELEVATION C Scheme 7 Scheme 8 Scheme 9
STUCCO 14-26 1021-2
HIDEAWAY SYNCHRONICITY
ROOF 1FACS1132 1FACS0330 1FACS1430
SAXONY 900 SLATE CHARCOAL BROWN BLEND APPALACHIAN BLEND CHARCOAL BLEND
09.03.20 |Original Date
WOODSIDE HOMES
ACACIA AT CYPRESS | RANCHO CORDOVA
EXTERIOR COLOR SCHEDULE WOODLEY ARCHITECTURAL GROUP, INC.
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Acacia @ Cypress
Elevation A
Napa Ranch
Roof Tile
Stucco
Entry Door
Fascia |Garage Door
8” Lap Siding
09.02.2020
Trim
Trim Panel
Scheme 1
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Acacia @ Cypress
Elevation A
Napa Ranch
Roof Tile
Stucco
Entry Door
Fascia |Garage Door
8” Lap Siding
09.02.2020
Trim
Trim Panel
Scheme 2
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Acacia @ Cypress
Elevation A
Napa Ranch
Roof Tile
Stucco
Entry Door
Fascia |Garage Door
8” Lap Siding
09.02.2020
Trim
Trim Panel
Scheme 3
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Acacia @ Cypress
Elevation B
Modern Farmhouse
Roof Tile
Stucco
Entry Door
Fascia |Garage Door
Board & Batten Siding
09.02.2020
Trim | Trim Panel
Scheme 4
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Acacia @ Cypress
Elevation B
Modern Farmhouse
Roof Tile
Stucco
Entry Door
Fascia |Garage Door
Board & Batten Siding
09.02.2020
Trim | Trim Panel
Scheme 5
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Acacia @ Cypress
Elevation B
Modern Farmhouse
Roof Tile
Stucco
Entry Door
Fascia |Garage Door
Board & Batten Siding
09.02.2020
Trim | Trim Panel
Scheme 6
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Acacia @ Cypress
Elevation C
Modern Prairie
Roof Tile
Stucco
Entry Door
Fascia |Garage Door
Stone
Lap Siding
Trim
09.02.2020
Scheme 7
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Acacia @ Cypress
Elevation C
Modern Prairie
Roof Tile
Stucco
Entry Door
Fascia |Garage Door
Stone
Lap Siding
Trim
09.02.2020
Scheme 8
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
Acacia @ Cypress
Elevation C
Modern Prairie
Roof Tile
Stucco
Entry Door
Fascia |Garage Door
Stone
Lap Siding
Trim
09.02.2020
Scheme 9
ITEM 10.3.
ATTACHMENT 2
Exhibit A to the Resolution
ITEM 10.3. ATTACHMENT 3 CONDITIONS OF APPROVAL Exhibit B to the Resolution
PLND 1021-0011 Woodside Homes, Arista Del Sol February 24, 2022 Conditions of Approval
Category Timing/
Implementation
Enforcement/
Monitoring
1. The approved entitlement is for a Special Development Permit and Major Design Review Permit for Woodside
Homes, Arista Del Sol subdivision. The project shall be constructed consistent with the Design Booklet (Exhibit A) for 16 residential plans, and preliminary landscape plans.
Project PLND 1021-0011.
Project
Description
On-Going Planning
2. The Special Development Permit setbacks shall include the following setbacks for Arista Del Sol:
Front Setback (Building) 12.5 feet
Front Setback (Garage) 19 feet
Side Setback 5 ft/4 ft
Side Setback Corner Lot 12.5 feet
Rear Setback 10 feet for single story 15 feet for two story
Minimum Distance 8 feet
Between Buildings
Special
Development
Permit
On-Going Planning/Building
3. A minimum 5 foot side yard setback shall be on the garage man door side.
Special
Development
Permit
On-Going Planning
4. The Applicant shall hold harmless the City, its Council Members, officers, agents, employees, and representatives from liability for any award, damages, costs and fees
incurred by the City and/or awarded to any plaintiff in an action challenging the validity of this permit or any
environmental or other documentation related to approval of this permit. Applicant further agrees to provide a defense for the City in any such action.
General On-Going Planning
5. Any future alteration to the buildings, change in use, intensification of the site, or modification to the parking and landscaped area must be reviewed by the City to ensure
compliance with all local, state, and federal regulations.
Minor modifications that are found to be in substantial conformance with the approved plans such as colors, plant General On-Going Planning
ITEM 10.3. ATTACHMENT 3 CONDITIONS OF APPROVAL Exhibit B to the Resolution
PLND 1021-0011 Woodside Homes, Arista Del Sol February 24, 2022 Conditions of Approval
Category Timing/
Implementation
Enforcement/
Monitoring
materials, or minor lot line adjustments, may be approved administratively. Major modifications shall be approved by the applicable decision making body.
6. Applicant/Developer shall not carry a negative account balance with the City for the processing of the project. If a negative account balance occurs, it will be the developer's responsibility to pay the balance due, in order to avoid delays in the processing of future permits or recordation of maps.
Please email the Finance Department at
[email protected] for the status of your account with the City.
General On-Going Planning
7. The Permit is valid for a period of three (3) years from the date of City Council approval unless an extension is granted by the Community Development Director or the Development Agreement expiration date.
Expiration On-Going Planning
8. The applicant shall comply with the Sunridge Specific Plan Mitigation Monitoring Reporting Plan (MMRP) and the
Eastside Property Mitigated Negative Declaration.
Environmental On-Going Planning
9. Signage is not approved with this permit. All signage shall comply with the City of Rancho Cordova Zoning Code.
Signage On-Going Planning
10. Noise sources associated with construction, repair, remodeling, demolition, paving and/or grading of any real property must adhere to the development standards outlined within the City’s Noise Element, RCMC 6.68 and RCMC
16.18.1407(F).
Noise On-Going Code Enforcement
/Building
11. The removal and replanting of landscape not listed on the approved plan set must be consistent with RCMC
23.716.080 through 23.716.090 and reviewed by the
Planning Department prior to the removal. All landscape care, maintenance, and tree pruning must adhere to RCMC
23.716.100 through 23.716.110.
Landscaping On-Going Planning
12. Applicant shall be responsible for all damage to City streets associated with construction of the project and shall repair any damage as soon as possible.
Infrastructure On-Going Public Works
ITEM 10.3. ATTACHMENT 3 CONDITIONS OF APPROVAL Exhibit B to the Resolution
PLND 1021-0011 Woodside Homes, Arista Del Sol February 24, 2022 Conditions of Approval
Category Timing/
Implementation
Enforcement/
Monitoring
Prior to Issuance of Building Permit
13. Submit Master Plans that include final landscaping and fence plans for review and approval by the Planning Department.
Landscape Prior to Issuance of
Building Permit
Planning
14. Final landscape plan shall include the addition of weed barrier, subject to planning staff approval, installed in Front yard prior to installation of ground cover for each production home.
Weed Barrier Prior to Issuance of
Building Permit
Planning
15. The following criteria will be used to ensure the project meets the adopted design guidelines:
No two identical floor plans with the same building
elevations within the same master home plan series
shall be located directly adjacent to each other.
Acacia Plan Four (3 car garage) shall not be located
adjacent to each other.
Acacia Plan Four (3 car garage) Plan Four garage doors for all elevations shall include windows/translucent
consistent with the Design Booklet (Exhibit A).
Plan Layout and
Architecture
Prior to Issuance of
Building Permit
Planning
16. The applicant shall contact Permit Services Unit at [email protected] or 916-876-6100 to
determine if sewer impact fees are due.
Sewer Prior to issuance of
Building Permits
Sacramento
Sewer District
17. Prior to the issuance of any building permits for the project, the project developer/owner shall pay appropriate
development fees applicable at the time of building permit issuance in accordance with Title 4 of the Sacramento
County Water Agency (SCWA) Code.
Water Prior to issuance of
Building Permits
Sacramento Water
Agency
18. Residential fire sprinkler plans shall be submitted for review and approval to the Sacramento Metropolitan Fire District for Fire Sprinklers Prior to issuance of
Building Permits
Fire
ITEM 10.3. ATTACHMENT 3 CONDITIONS OF APPROVAL Exhibit B to the Resolution
PLND 1021-0011 Woodside Homes, Arista Del Sol February 24, 2022 Conditions of Approval
Category Timing/
Implementation
Enforcement/
Monitoring
all new one and two family dwellings in accordance with the California Residential Code.
19. A final landscape plan shall be submitted to the Planning Department in conjunction with improvement plan and or
building permit submittal and approved by the Planning and Public Works Departments prior to issuance of permits
and/or any installation of landscape materials RCMC
23.716.020. The final landscape planting and irrigation plan shall be prepared by a registered licensed landscape
architect and include the following items per RCMC
22.180.060:
• Planting plan to scale that indicate slope
• Irrigation Plan
• Soils Test
• Water Use Calculations
• Irrigation Schedule
Landscaping Prior to issuance of
Building Permits
Planning/Public
Works
20. The applicant shall comply with SMUD conditions as follows; a. Structural setbacks less than 14-feet shall require the applicant to conduct a pre-engineering meeting with
all utilities to ensure property clearances are
maintained.
b. SMUD reserves the right to use any portion of its
easements on or adjacent to the subject property that
it reasonably needs and shall not be responsible for
any damages to the developed property within said
easement that unreasonably interferes with those
needs.
c. The Applicant shall not place any building foundations within 5-feet of any SMUD trench to maintain
adequate trench integrity. The Applicant shall verify
specific clearance requirements for other utilities
(e.g., Gas, Telephone, etc.).
d. Any necessary future SMUD facilities located on the
Applicant’s property shall require a dedicated SMUD
SMUD
Infrastructure
Prior to issuance of
Building Permits
SMUD
ITEM 10.3. ATTACHMENT 3 CONDITIONS OF APPROVAL Exhibit B to the Resolution
PLND 1021-0011 Woodside Homes, Arista Del Sol February 24, 2022 Conditions of Approval
Category Timing/
Implementation
Enforcement/
Monitoring
easement. This will be determined prior to SMUD
performing work on the Applicant’s property.
Prior to Final Inspection
21. A concrete path will be provided from the driveway to the garage person door and an additional concrete pad area shall be installed by the developer for the storage of garbage receptacles behind the fence line.
Outdoor area Prior to final Building
Inspection
Planning
22. Each home must be equipped with adequate outdoor lighting as well as an illuminated address plate located on the front elevation.
Lighting Prior to final Building
Inspection
Planning
23. Upon completion of the installation of the landscaping, the designer shall certify that the landscape complies with all city water conserving landscape requirements. Certification shall be accomplished by completion of a certificate of compliance on a form approved by the director of the city public works department. Specifically, for the Landscape Lots along the public right of way, failure to submit a complete and accurate certificate of compliance will delay final approval of the project and/or discontinue water service per RCMC
22.180.090. Upon receipt of the certificate of compliance and site inspection from City staff, the landscaping performance bond will be released.
Landscaping Prior to final Building
Inspection
Public Works
24. Residential roof coverings shall consist of materials having a minimum Class C rating.
Fire Prior to final Building
Inspection
Fire
25. Approved numbers or addresses shall be placed on all new or existing buildings in such a position as to be easily read from the street or road fronting the property. The minimum size of the numbers shall not be less than six (6) inches and shall be mounted immediately adjacent to a light source and shall also contrast with their background.
Address Prior to final Building
Inspection
Fire
RANCHO CORDOVA CITY LIMITS
GRANT LINE RD
06700400350000
06700400360000
06700400370000
/
500 Ft. Buffer
Subject Parcels
Parcels within Buffer
0 2,000
Feet
ITEM 10.3.
ATTACHMENT 4
LENNAR HOMES OF CALIFORNIA INC
1025 CREEKSIDE RIDGE DR 240
ROSEVILLE CA 95678
LENNAR HOMES OF CALIFORNIA INC
1025 CREEKSIDE RIDGE DR STE 240
ROSEVILLE CA 95678
AG ESSENTIAL HOUSING CA 1 LP
1025 CREEKSIDE RIDGE DR STE 240
ROSEVILLE CA 95678
WOODSIDE 05N LP
111 WOODMERE RD STE 190
FOLSOM CA 95630
KAKANI FAMILY REVOCABLE TRUST
1264 LOCKHAVEN WAY
SAN JOSE CA 95129
CURRENT RESIDENT
12686 SCHOLARLY WAY
RANCHO CORDOVA CA 95742
CURRENT RESIDENT
12692 SCHOLARLY WAY
RANCHO CORDOVA CA 95742
CURRENT RESIDENT
12696 SCHOLARLY WAY
RANCHO CORDOVA CA 95742
CURRENT RESIDENT
12700 SCHOLARLY WAY
RANCHO CORDOVA CA 95742
TRIBUIANO JR FAMILY LP
12701 RIDING TRAIL DR
WILTON CA 95693
BROGDON DUSTIN JEFFREY/KIRSTEN
KEANA ROMERO
12750 HERRINGBONE WAY
RANCHO CORDOVA CA 95742
BORBA HALEY/JULIANNE
12754 HERRINGBONE WAY
RANCHO CORDOVA CA 95742
BUSTOS RODERICK BERNARTE/MARIA
CAROLINA VILLAROMAN
12758 HERRINGBONE WAY
RANCHO CORDOVA CA 95742
CURRENT RESIDENT
12762 HERRINGBONE WAY
RANCHO CORDOVA CA 95742
CHENG ANDREW FENGCHAO
12766 HERRINGBONE WAY
RANCHO CORDOVA CA 95742
LAVENBARG EMILY
12770 HERRINGBONE WAY
RANCHO CORDOVA CA 95742
BODDU SIVANGESWARARAO
12774 HERRINGBONE WAY
RANCHO CORDOVA CA 95742
BROWNE CAMERON/CHRISTINE
RUMBAOA
12778 HERRINGBONE WAY
RANCHO CORDOVA CA 95742
TORRES MARIA R
12782 HERRINGBONE WAY
RANCHO CORDOVA CA 95742
LACKEY DONALD GARY/JANIS ROSALIA
12786 HERRINGBONE WAY
RANCHO CORDOVA CA 95742
BENOIT MATTHEW ELYOT
12790 HERRINGBONE WAY
RANCHO CORDOVA CA 95742
MARCILE SIMSIMAN LIVING
TRUST/DAVID K CAMMACK
12794 HERRINGBONE WAY
RANCHO CORDOVA CA 95742
WARWICK ROBERT LEE/NATASHA RHEA
12800 HERRINGBONE WAY
RANCHO CORDOVA CA 95742
JARA GUSTAVO GUERRA/NATALIE
MONTGOMERY
12804 HERRINGBONE WAY
RANCHO CORDOVA CA 95742
PAVIA FAUSTO EMILIANO/DANIELLE
LEEANN
12805 HERRINGBONE WAY
RANCHO CORDOVA CA 95742
KAPADIA AKSHALI TEJASH/TEJASH
BHARATKUMAR
12808 HERRINGBONE WAY
RANCHO CORDOVA CA 95742
TCACI RUSLAN
12811 HERRINGBONE WAY
RANCHO CORDOVA CA 95742
BEHVAND MAHTAB/MORTEZA
12812 HERRINGBONE WAY
RANCHO CORDOVA CA 95742
KHAN NOREEN NAAZ
12815 HERRINGBONE WAY
RANCHO CORDOVA CA 95742
GORITYALA LAXMIKANTH
12816 HERRINGBONE WAY
RANCHO CORDOVA CA 95742
ITEM 10.3.
ATTACHMENT 4
CURRENT RESIDENT
12819 HERRINGBONE WAY
RANCHO CORDOVA CA 95742
GAUR MANISH/SHIKHA KHANNA
12820 HERRINGBONE WAY
RANCHO CORDOVA CA 95742
WONG SOPHIA/VINCENT PHAM
12823 HERRINGBONE WAY
RANCHO CORDOVA CA 95742
TIPNIS PRANAV/NOOPURA RAJENDRA
GADKARI
12824 HERRINGBONE WAY
RANCHO CORDOVA CA 95742
DRAIS RYAN MATTHEW/BRITTANY
SHAWNA JORDAN
12827 HERRINGBONE WAY
RANCHO CORDOVA CA 95742
GAIKWAD AJIT ASHOK/NEHA A
12828 HERRINGBONE WAY
RANCHO CORDOVA CA 95742
SU DERYK
12831 HERRINGBONE WAY
RANCHO CORDOVA CA 95742
DE OCAMPO MARIA
12832 HERRINGBONE WAY
RANCHO CORDOVA CA 95742
CURRENT RESIDENT
12834 THORNTONHALL DR
RANCHO CORDOVA CA 95742
CURRENT RESIDENT
12835 HERRINGBONE WAY
RANCHO CORDOVA CA 95742
AVOONURI SRINIVAS/NILU
VISHNUKUMAR DWIVEDI
12836 HERRINGBONE WAY
RANCHO CORDOVA CA 95742
CURRENT RESIDENT
12836 THORNTONHALL DR
RANCHO CORDOVA CA 95742
ANDERSON ROBINN MATTLINE/WILLIE
FRANK WILLIAMS III
12839 HERRINGBONE WAY
RANCHO CORDOVA CA 95742
POREDDY PRASHANTH REDDY
12840 HERRINGBONE WAY
RANCHO CORDOVA CA 95742
KONDA SATYA NARAYANA/LAKSHMI
DURGA REDDIBATTULA
12843 HERRINGBONE WAY
RANCHO CORDOVA CA 95742
CURRENT RESIDENT
12844 HERRINGBONE WAY
RANCHO CORDOVA CA 95742
CURRENT RESIDENT
12847 HERRINGBONE WAY
RANCHO CORDOVA CA 95742
CURRENT RESIDENT
12848 HERRINGBONE WAY
RANCHO CORDOVA CA 95742
CURRENT RESIDENT
12851 ORRICK CT
RANCHO CORDOVA CA 95742
CURRENT RESIDENT
12855 ORRICK CT
RANCHO CORDOVA CA 95742
CURRENT RESIDENT
12859 ORRICK CT
RANCHO CORDOVA CA 95742
CURRENT RESIDENT
12863 ORRICK CT
RANCHO CORDOVA CA 95742
CURRENT RESIDENT
12913 KNIGHTSBROOK AVE
RANCHO CORDOVA CA 95742
CURRENT RESIDENT
12916 KNIGHTSBROOK AVE
RANCHO CORDOVA CA 95742
CURRENT RESIDENT
12917 KNIGHTSBROOK AVE
RANCHO CORDOVA CA 95742
CURRENT RESIDENT
12920 KNIGHTSBROOK AVE
RANCHO CORDOVA CA 95742
CURRENT RESIDENT
12921 KNIGHTSBROOK AVE
RANCHO CORDOVA CA 95742
CURRENT RESIDENT
12925 KNIGHTSBROOK AVE
RANCHO CORDOVA CA 95742
CURRENT RESIDENT
12929 KNIGHTSBROOK AVE
RANCHO CORDOVA CA 95742
LENNAR HOMES OF CALIFORNIA INC
1420 ROCKY RIDGE DR 320
ROSEVILLE CA 95661
ITEM 10.3.
ATTACHMENT 4
CURRENT RESIDENT
4169 NOBELTON WAY
RANCHO CORDOVA CA 95742
SHI MUCHUAN/SIYAO MO
4173 PAISLEYSHIRE WAY
RANCHO CORDOVA CA 95742
CURRENT RESIDENT
4174 CYPRESS GROVE DR
RANCHO CORDOVA CA 95742
WHITE KIMBERLY JOYCE
4177 PAISLEYSHIRE WAY
RANCHO CORDOVA CA 95742
CURRENT RESIDENT
4181 PAISLEYSHIRE WAY
RANCHO CORDOVA CA 95742
CURRENT RESIDENT
4200 GRANT LINE RD
RANCHO CORDOVA CA 95742
TRAN JON/SUSANNA TAM
48986 OAT GRASS TER
FREMONT CA 94539
CORDOVA HILLS LLC
5241 ARNOLD AVE
MCCLELLAN CA 95652
SOUTH SACRAMENTO CONSERVATION
AGENCY
827 7TH ST RM 225
SACRAMENTO CA 95814
CHAN RYAN
PO BOX 1232
RANCHO CORDOVA CA 95741
ITEM 10.3.
ATTACHMENT 4
SACRAMENTO SANITATION DISTRICT
10060 GOETHE ROAD
SACRAMENTO CA 95827
SACRAMENTO REGIONAL COUNTY
SANITATION DISTRICT
10060 GOETHE ROAD
SACRAMENTO CA 95827
SACRAMENTO COUNTY WATER
AGENCY
10151 FLORIN ROAD
SACRAMENTO CA 95829
PG&E
2730 GATEWAY OAKS DRIVE
SACRAMENTO CA 95833
PG&E
343 SACRAMENTO STREET
AUBURN CA 95603
SMUD
6301 S STREET MS B304
SACRAMENTO CA 95817
SMUD
6301 S STREET MS B304
SACRAMENTO CA 95817
SMUD
6301 S STREET MS B404
SACRAMENTO CA 95817
SACRAMENTO METROPOLITAN FIRE
10545 ARMSTRONG AVE STE 310
MATHER CA 95655
ELK GROVE UNIFIED SCHOOL DISTRICT
9510 ELK GROVE-FLORIN RD
ELK GROVE CA 95624
SACRAMENTO COUNTY WATER
AGENCY
827 7
TH STREET RM 301
SACRAMENTO CA 95814
CITY OF RANCHO CORDOVA
2729 PROSPECT PARK DR
RANCHO CORDOVA CA 95670
ITEM 10.3.
ATTACHMENT 4
MEMORANDUM
City Council Staff Report - Page 1 of 2
ITEM 12.1.
DATE: February 22, 2022
TO: Honorable Mayor and Council Members
FROM: Darcy Goulart, Planning Manager
SUBJECT: PLANNING COMMISSION MEMBER NOMINATION AND SELECTION
RECOMMENDATION
1. Make a motion to approve the nomination of Cynthia Stauss-Vlassopoulos, Kenneth Henderson, Lee Frechette, Robert McGarvey and Surender Deverapalli to fill the five (5) regular Planning Commission members. 2. Nominate and make a motion to approve the two (2) large Planning Commission members.
RESULT OF RECOMMENDED ACTION
City Council will finalize nominations and voting of the seven (7) member Planning Commission.
BACKGROUND
At the February 15, 2022 City Council Work Session, the Council heard a brief staff report and introductions from various applicants. Each Council member made their nomination for the regular Planning Commission members. Council asked for the item to come back at the February 22, 2022 City Council meeting for the majority vote of the five (5) regular members and nominations and a vote for the two (2) at large members.
DISCUSSION
The continued discussion will include a motion to confirm the five regular Planning Commission members nominated during the February 15, 2022 City Council Work Session. The City Council will also be asked to nominate no more than two (2) applicants from the remaining 21 applicants to fill the two at large members. Once nominations have been made, the Council could discuss the nomination and will then be asked to make a motion and vote on the two at large members.
SUMMARY
The Council will be asked to:
1. Make a motion to approve the nomination of Cynthia Stauss-Vlassopoulos, Kenneth Henderson, Lee Frechette, Robert McGarvey and Surender Deverapalli to fill the five (5) regular Planning Commission members.
2. Nominate and make a motion to approve the two (2) large Planning Commission members.
City Council Staff Report - Page 2 of 2
FISCAL IMPACT AND FUNDING SOURCE
Funding to support the Planning Commission will come from the City's General Fund.
ATTACHMENT(S)
None
MEMORANDUM
City Council Staff Report - Page 1 of 2
ITEM 12.2.
DATE: February 22, 2022
TO: Honorable Mayor and Council Members
FROM: Arlene Granadosin-Jones, Senior Planner
SUBJECT: WRITTEN REPORT REGARDING TOBACCO ORDINANCE
PURSUANT TO GOVERNMENT CODE SECTION 65868(D) AND
EXTENSION OF URGENCY ORDINANCE 3-2022 FOR A PERIOD OF
10 MONTHS AND 15 DAYS
RECOMMENDATION
Adopt the Urgency Ordinance extending the temporary moratorium on the establishment and operation of electronic cigarette retailers and electronic cigarette lounges and vapor bars.
RESULT OF RECOMMENDED ACTION
If adopted the Ordinance would extend the temporary moratorium established by Ordinance No. 3-2022 for an additional 10 months and 15 days. Ordinance No. 3-2022 established a temporary moratorium on the establishment and operation of electronic cigarette retailers and electronic cigarette lounges and vapor bars. An Ordinance amending the Municipal Code to ban the sale of flavored tobacco will be brought to the City Council at a future regular meeting for consideration and adoption.
BACKGROUND
In 2019, an estimated 4.31 million middle and high school students in the U.S. used flavored tobacco products within a given 30-day period. This included flavored e-cigarettes, menthol cigarettes, flavored cigars and hookah and flavored pipe tobacco. While the Food and Drug Administration (FDA) has announced that they have begun the process of adopting regulations to prohibit the sale of menthol cigarettes and all flavored cigars, to date, FDA has not issued any proposed rules. When previously discussed at a regular Council meeting, it was thought that the Federal Government would be passing additional legislation on the sale of flavored tobacco products. At that time, the City Council decided to wait and see what regulations were adopted before enacting a City ordinance to prohibit these types of tobacco products. No Federal or State prohibitions have been adopted, yet the use of these products is on the rise.
ANALYSIS
The Rancho Cordova Municipal Code currently regulates electronic cigarette retailers the same as tobacco retailers, and it imposes the same land use controls on electronic cigarette lounges and vapor bars as smokers’ lounges and hookah bars. Under state law, electronic cigarettes