Cities Index.
Agenda packet

Fontana City Council
February 10, 2026

Document
Agenda packet
Meeting
February 10, 2026
Body
Fontana City Council
Pages
63
Original file
165.3 MB
Text extracted from the city's file for reading and search. Open the original on fontana.legistar.com. That file is the official record.

Camera Format: Digital (Camera A, B, C, D, Kodak #3)
Original Media Kept at: Pacific Legacy, Inc., 44702 10th St. West, Lancaster, CA 93534 DPR 523I (1/95)

Mo. Day Year Exp./Frame Subject/Description View Toward Accession # CAMERA A (Continued)
Geoglyph, Segment 1 (Continued)
06 5 2014 6474 Feature 1 overview from the south end of geoglyph, Segment 1
N -
06 5 2014 6475-6476 Feature 1 close-up of the letter “C,” Segment 1 - - 06 5 2014 6477-6478 Feature 1 close-up of the letter “A,” Segment 1 - - 06 5 2014 6479-6480 Feature 1 close-up of the letter “M,” Segment 1 - - 06 5 2014 6481-6482 Feature 1 close-up of the letter “P,” Segment 1 - - 06 5 2014 6483-6484 Feature 1 close-up of the letter “O,” Segment 1 - - 06 5 2014 6485-6486 Feature 1 close-up of the letter “S,” Segment 1 - - Can Scatter #3, Segment 1
06 5 2014 7589-7595 Can Scatter #3 with Gale Substation in the background with National Old Trails Road/ US
Route-66on the south side
SE -

CAMERA C
Can Scatter #1, Segment 1
06 4 2014 5528 Overview from west side of Can Scatter #1 by National Old Trails Road/ US Route-66
NE -
06 4 2014 5529 Overview from west side E -
06 4 2014 5530 Overview from south side N -
06 4 2014 5531 Feature 1 overview from Route-66 S -
06 4 2014 5532 Impact overview, drainage, concentration W - 06 4 2014 5533 Site overview from east end W -
06 4 2014 5534 Site overview from across Route-66 SW -
06 4 2014 5535 Site overview from central/east side W/NW - 06 4 2014 5536 Site overview from east side, drainage NW - 06 4 2014 5537 Site overview, center of site with Route-66 S - 06 5 2014 5538 Lug and Bail can w/ substance and drip holes (front)
Plan -
06 5 2014 5539 Lug and Bail can w/ substance and drip holes (front)
Plan/W -
06 5 2014 5540 Lug and Bail can w/ substance and drip holes (back)
Plan/W -
06 5 2014 5541 Close-up of Lug and Bail can w/ substance and drip holes (back)
Plan/W -
06 5 2014 5542 Close-up of Lug and Bail can w/ substance and drip holes (front)
Plan/W -
06 5 2014 5543 Overview of Lug and Bail can w/ substance W - Locus A, Segment 1
10 27 2014 4102-4103 Overview of Locus A with train tracks in background
NE -
10 27 2014 4104-4105 Overview of Locus A with train tracks in background
N -
10 27 2014 4106-4109 Close-up of side seam from all-steel can Close-up - 10 27 2014 4110-4112 Partial rock ring feature in Locus A Plan - 10 27 2014 4113 Profile of partial rock ring feature E - 10 27 2014 4114 Profile of partial rock ring feature with wood pile and north shoulder of National Old Trails
Highway/ Route-66
SE -
10 27 2014 4115 Partial rock ring Plan -
CAMERA KODAK #3
Locus D, Segment 2
10 26 2014 608 Locus D rock ring feature N -
10 26 2014 609 Locus D rock ring N -
10 26 2014 610 Height profile of rock ring feature in Locus D N - 10 26 2014 611 Ground view, rock ring feature in Locus D E - 10 26 2014 612-614 Washed-out photo, rock ring feature in Locus D, truck and road in background
E -
10 26 2014 615-617 Washed-out photo, rock ring feature in Locus D S - State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
PHOTOGRAPH RECORD Trinomial CA-SBR-2910H (Update)

Page 13 of 63 ends

Camera Format: Digital (Camera A, B, C, D, Kodak #3)
Original Media Kept at: Pacific Legacy, Inc., 44702 10th St. West, Lancaster, CA 93534 DPR 523I (1/95)
Mo. Day Year Exp./Frame Subject/Description View Toward Accession # CAMERA KODAK #3 (Continued)
Locus D, Segment 2 (Continued)
10 26 2014 618-619 Washed-out photo, rock ring feature in Locus D W - 10 26 2014 620-622 Bird’s eye view, rock ring feature in Locus D Detail - 10 26 2014 623 Feature rock ring in Locus D; mountains and transmission in background
W -
10 26 2014 624 Feature rock ring in Locus D; King Road in background
E -
10 26 2014 625 Feature rock ring in Locus D; road and truck in background
E -
10 26 2014 626 Feature rock ring in Locus D E -
10 26 2014 627-628 Feature rock ring in Locus D S -
10 26 2014 629-630 Feature rock ring in Locus D -
10 26 2014 Overview of Locus D, rock ring feature in
foreground
N -
10 26 2014 631 Overview of Locus D with road and trucks in background
E -
10 26 2014 632 Overview of Locus D with road and trucks in background
S -
10 26 2014 633 Locus D Overview W -
10 26 2014 634 Overview of Locus D with train in background, rock ring feature in foreground in road
N -
Locus F, Segment 2
10 29 2014 749-750 Overview Locus F rock ring E -
10 29 2014 751-752 Overview of Locus F rock ring, crew, truck, and Santa Fe railroad in background.

N -
10 29 2014 753-754 Overview of rock ring S -
10 29 2014 755-756 DELETED DELETED -
10 29 2014 757-761 Plan view of Locus F rock ring Plan - 10 29 2014 762-766 Profile view of rock ring E -
Locus E, Segment 2
10 27 2014 4102-4103 Overview of site with train tracks in background NE - 10 27 2014 4104-4105 Overview of site with train tracks in background N - 10 27 2014 4106-4109 Close-up of side seam from all steel cans Close-up - 10 27 2014 4110-4112 Partial rock ring Plan -
10 27 2014 4113 Partial rock ring, profile E -
10 27 2014 4114 Partial rock ring with wood pile and north shoulder of National Old Trails Highway/ Route66
SE -
10 27 2014 4115 Partial rock ring Plan -
Locus H
10 27 2014 651-656 Feature 1 overview of collapsed stone building N - 10 27 2014 657-660 Feature 1 overview of collapsed stone building E - 10 27 2014 661-664 Feature 1 overview of collapsed stone building S - 10 27 2014 665-668 Locus H Feature 1 overview of collapsed stone building with trucks on road.

W -
10 27 2014 669-673 Interior of collapsed stone building Feature 1 Plan - 10 27 2014 674 Locus H Artifact 1 UPPT rusted can Plan - 10 27 2014 675 Locus H Artifact 2 church key can Detail - 10 27 2014 676 Locus H Artifact 4 bottle base Detail -
10 28 2014 677-678 Locus H Artifact 3 Bottle base “20 [OI in diamond] 50”
Detail -
10 28 2014 679-682 Feature 2 rock ring Plan -
10 28 2014 683-684 Locus H Feature 2 rock ring overview, railroad in background, crew truck at National Old Trails
Highway/ Route-66
N
10 28 2014 685-686 Locus H Feature 2 rock ring, A4 visible with striped flagging, crew member for scale
W -
10 28 2014 687-690 Feature 3 concrete foundation Plan - State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
PHOTOGRAPH RECORD Trinomial CA-SBR-2910H (Update)

Page 14 of 63 ends

Camera Format: Digital (Camera A, B, C, D, Kodak #3)
Original Media Kept at: Pacific Legacy, Inc., 44702 10th St. West, Lancaster, CA 93534 DPR 523I (1/95)
Mo. Day Year Exp./Frame Subject/Description View Toward Accession # CAMERA KODAK #3 (Continued)
Locus H (Continued)
10 28 2014 691-692 Locus H Feature 3 overview of concrete foundation with railroad in background and crew
N -
10 28 2014 693-694 Locus H Feature 3 overview of concrete foundation
E -
10 28 2014 695-699 Locus H Feature 4 structural remains Plan - 10 28 2014 700-701 Locus H Feature 4 overview of structural remains with truck in background at National Old
Trails Road/ US Route-66
N -
10 28 2014 702-703 Feature 4 overview of structural remains with truck in background at National Old Trails Road/
US Route-66 with crew visible in background
S -
10 28 2014 704-707 Locus H Feature 5 structural remains Plan - 10 28 2014 708-709 Feature 5 overview of structural remains with crew at Feature 6
N -
10 28 2014 710-711 Locus H overview of Feature 5 structural remains
W -
10 28 2014 712-715 Locus H Feature 6 close overview of structural remains with one foundation at foreground and
crew in background at other foundation
E -
10 28 2014 716-717 Feature 6 overview of structural remains E - 10 28 2104 718-719 Feature 6 western part of structural remains Plan - 10 28 2014 720-721 Feature 6 eastern part of structural remains Plan - 10 28 2014 722-723 Locus H Feature 6 in foreground, Feature 5 with blue and pink flagging, and crew at Feature 4
S -
10 28 2014 724-725 Feature 6 in foreground, F5 with blue and pink flagging, and crew at Feature 3
S -
10 28 2014 726-730 Locus H Artifact 5 bottle base Detail - 10 28 2014 731-732 Locus H Feature 7 structural remains Plan - 10 28 2014 733-734 Feature 7 structural remains S -
10 28 2014 735-736 Locus H Feature 7 structural remains E - 10 28 2014 737-738 Locus H overview with track on right on road, crew member at Feature 1
W -
10 28 2014 739-740 Locus H overview from south portion of site with truck on road in background, crew member at
Feature 7
N -
10 28 2014 741-742 Locus H overview from south portion of site with truck on road and crew member at Feature 1
E -
10 28 2014 743 Locus H overview with trucks on dirt road S - 10 28 2014 744-748 Locus H overview with crew members in background
S -
10 29 2014 767 Overview of refuse deposit 650 @ 66°
(southeast) from Locus H
N -
10 28 2014 768 Overview of refuse deposit 650 @ 66°
(southeast) from Locus H
NE -
10 28 2014 769 Overview of refuse deposit 650 @ 66°
(southeast) from Locus H
E -
10 28 2014 770 Transfer print white improved earthenware Detail - 10 28 2014 771 Blue-glazed chine Detail -
10 28 2014 772 white improved earthenware maker’s mark Detail - 10 28 2014 773 Rectangular bottle base Detail -
10 28 2014 774-776 Interesting maker’s mark Detail -
10 28 2014 777 Decorative white improved earthenware and color transfer print
Detail -
10 28 2014 778 White improved earthenware with color transfer print
Detail -
10 28 2014 779-780 Blue-glazed china tea cup Detail -
State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
PHOTOGRAPH RECORD Trinomial CA-SBR-2910H (Update)

Page 15 of 63 ends

Camera Format: Digital (Camera A, B, C, D, Kodak #3)
Original Media Kept at: Pacific Legacy, Inc., 44702 10th St. West, Lancaster, CA 93534 DPR 523I (1/95)
Mo. Day Year Exp./Frame Subject/Description View Toward Accession # CAMERA KODAK #3 (Continued)
Locus H (Continued)
10 28 2014 781 Interesting bottle neck Detail -
10 28 2014 782 White improved earthenware with color transfer print
Detail -
10 28 2014 783 Art deco (?) ceramics Detail -
Daggett Minneola
Copyright:© 2013 National Geographic Society, i-cubed
SOURCE: National Geographic TOPO! through ArcGIS Online. SCALE: 1:24,000.

DPR 523J (1/95) *Required Information
32910
Segment 1
0 0.5 1
Miles
0 0.5 1
Quadrangle Location Kilometers
State of California - The Resources Agency

DEPARTMENT OF PARKS AND RECREATION

LOCATION MAP
Primary #:_____________________________
HRI #:_____________________________
Trinomial:_____________________________
Page: of  * Resource Name or #

*Map Name: *Scale: Minneola *Date of Map: 1:24,000 1971 16 1DWLRQDO2OG7UDLOV5RDG
1DWLRQDO2OG7UDLOV5RDG865RXWH
mN
TN

15.0o
Can Scatter #2
Can Scatter #1
Can Scatter #3
CA-SBR-2910H (Update)
P-36-002910 (Update)
Hector Troy Lake
Copyright:© 2013 National Geographic Society, i-cubed
SOURCE: National Geographic TOPO! through ArcGIS Online. SCALE: 1:24,000.

DPR 523J (1/95) *Required Information
0 0.5 1
Miles
0 0.5 1
Quadrangle Location Kilometers
State of California - The Resources Agency

DEPARTMENT OF PARKS AND RECREATION

LOCATION MAP
Primary #:_____________________________
HRI #:_____________________________
Trinomial:_____________________________
Page: of *Resource Name or #

*Map Name: *Scale: Troy Lake; Hector 1:24,000 *Date of Map: PR 1982 (MR 1993); 1982 (MR 1992) P-36-002910
Segment 2
mN
TN

13.5 o
P-36-002910 (Update)
1DWLRQDO2OG7UDLOV5RDG865RXWH
CA-SBR-2910H (Update)
P-36-026490
Locus H
Locus F
17 63
P-36-0
Hector
Copyright:© 2013 National Geographic Society, i-cubed
SOURCE: National Geographic TOPO! through ArcGIS Online. SCALE: 1:24,000.

DPR 523J (1/95) *Required Information
32910
Segment 2
0 0.5 1
Miles
0 0.5 1
Quadrangle Location Kilometers
State of California - The Resources Agency

DEPARTMENT OF PARKS AND RECREATION

LOCATION MAP
Primary #:_____________________________
HRI #:_____________________________
Trinomial:_____________________________
Page:  of  * Resource Name or #

*Map Name: *Scale: Hector *Date of Map: 1:24,000 1982 (MR 1992) 1DWLRQDO2OG7UDLOV5RDG865RXWH
mN
TN

13.5o
Locus C
Locus A
Locus B
P-36-002910 (Update)
CA-SBR-2910H (Update)
Locus E
Locus D
Locus G
B
G
G
G
C
LEGEND
FEET
0 6 12
mN
TN

14.5o
- Site Boundary
- Site Datum
- Dirt Road
- Wood Pile
- Partial Rock Ring
G - Glass Scatter
C - Steel Can Scatter
- Rock Berm
B - Glass Bottle Base

SKETCH MAP
State of California - The Resources Agency

DEPARTMENT OF PARKS AND RECREATION
Primary #:_____________________________
HRI #:_____________________________
PageBBBBB 
ofBBBBB 
*Drawn By:___________________________________________ *Date of Map:_____________ DPR 523K (1/95) *Required Information
S. Brierty 10/26/2014
P-36-002910 (Update)

LOCUS A
Trinomial: CA-SBR-2910H (Update)
*Resource Name or #
1DWLRQDO2OG7UDLOV5RDG865RXWH
E
F1
F2
LEGEND
- Site Boundary
- Site Datum
- Rock Ring Feature
FEET
0 6 12
mN
TN

14.5o
- Road
E - Edge-Modified Flake
- Assayed Coble

SKETCH MAP
State of California - The Resources Agency

DEPARTMENT OF PARKS AND RECREATION
Primary #:_____________________________
HRI #:_____________________________
Trinomial:_____________________________
Page__BB_of_BB__
*Drawn By:___________________________________________ *Date of Map:_____________ DPR 523K (1/95) *Required Information
T. Herrera 10/26/2014
CA-SBR-2910H (Update)
P-36-002910 (Update)

LOCUS B
 * Resource Name or #
1DWLRQDO2OG7UDLOV5RDG865RXWH
- Site Boundary
- Site Datum
- Rock Ring
mN
TN

14.5o
0 2
METERS
1 LEGEND

SKETCH MAP
State of California - The Resources Agency

DEPARTMENT OF PARKS AND RECREATION
Primary #:_____________________________
HRI #:_____________________________
Trinomial:_____________________________
PageBBBB  ofBBBB 
*Drawn By:___________________________________________ *Date of Map:_____________ DPR 523K (1/95) *Required Information
T. Herrera 10/26/2014
CA-SBR-2910H (Update)
P-36-002910 (Update)

LOCUS C
* Resource Name or #
1DWLRQDO2OG7UDLOV5RDG865RXWH
- Site Boundary
- Site Datum
- Rock Ring
mN
TN

14.5o
LEGEND
- Drainage
- Berm
- Road
0 12
FEET
6 SKETCH MAP
State of California - The Resources Agency

DEPARTMENT OF PARKS AND RECREATION
Primary #:_____________________________
HRI #:_____________________________
Trinomial:_____________________________
Page__  B_of__B_
*Drawn By:___________________________________________ *Date of Map:_____________ DPR 523K (1/95) *Required Information
S. Lewis 10/26/2014
CA-SBR-2910H (Update)
P-36-002910 (Update)

LOCUS D
* Resource Name or #
1DWLRQDO2OG7UDLOV5RDG865RXWH
- Site Boundary
- Site Datum
- Rock Ring
mN
TN

14.5o
LEGEND
- Road
0 3
FEET
6 SKETCH MAP
State of California - The Resources Agency

DEPARTMENT OF PARKS AND RECREATION
Primary #:_____________________________
HRI #:_____________________________
Trinomial:_____________________________
PageBBBBB  ofBBBBB
*Drawn By:___________________________________________ *Date of Map:_____________ DPR 523K (1/95) *Required Information
T. Herrera 10/27/2014
CA-SBR-2910H (Update)
P-36-002910 (Update)

LOCUS E
 * Resource Name or #
1DWLRQDO2OG7UDLOV5RDG865RXWH
- Saltbush
- Site Boundary
- Site Datum
- Rock Ring
mN
TN

14.5o
LEGEND
0 6
FEET
3 SKETCH MAP
State of California - The Resources Agency

DEPARTMENT OF PARKS AND RECREATION
Primary #:_____________________________
HRI #:_____________________________
Trinomial:_____________________________
PageBBBB  ofBBBB 
*Drawn By:___________________________________________ *Date of Map:_____________ DPR 523K (1/95) *Required Information
S. Brierty 11/03/2014
CA-SBR-2910H (Update)
P-36-002910 (Update)

LOCUS F
* Resource Name or #
1DWLRQDO2OG7UDLOV5RDG865RXWH
- Site Boundary
- Site Datum
- Rock Ring
mN
TN

14.5o
LEGEND
0 6
FEET
3 SKETCH MAP
State of California - The Resources Agency

DEPARTMENT OF PARKS AND RECREATION
Primary #:_____________________________
HRI #:_____________________________
Trinomial:_____________________________
PageBBBBBofBBBBB
*Drawn By:___________________________________________ *Date of Map:_____________ DPR 523K (1/95) *Required Information
T. Herrera 10/27/2014
CA-SBR-2910H (Update)
P-36-002910 (Update)

LOCUS G
  * Resource Name or #
1DWLRQDO2OG7UDLOV5RDG865RXWH
B
B
B
A4
F2
F3
F4
F5
F6
F7
A5
A3
A1
A2
C
C F1
LEGEND
FEET
0 40 80
mN
TN

14.5o
B - Bottle Base
- Site Boundary
- Site Datum
- Dirt Road
- Saltbush/Vegetation
- Drainage
- Rock Ring
- Structural Remains
- Can
- Concrete Pad
- Utility Pole
C
W - Windmill

SKETCH MAP
State of California - The Resources Agency

DEPARTMENT OF PARKS AND RECREATION
Primary #:_____________________________
HRI #:_____________________________
Trinomial:_____________________________
PageBBBBRIBBBB  
*Drawn By:___________________________________________ *Date of Map:_____________ DPR 523K (1/95) *Required Information
S. Lewis 10/29/2014
CA-SBR-2910H (Update)
P-36-002910 (Update)

LOCUS H
* Resource Name or #
1DWLRQDO2OG7UDLOV5RDG865RXWH
66 66
Pole
#1847658E
Can Scatter #1
Feature 1
-Datum - Center of
Can Scatter #1
-Can Scatter #1 Boundary
-Feature 1
-Project Boundary/Area
-Major Drainage
66 -Route 66/National Old
Trails Highway
-Intermittent Drainage
-Dirt Road
-SCE Distribution
Line and Poles
-Bridge
-Building
-Flake
-Mailboxes
-Trees
mN
TN

15.0o
Legend
FEET
0 100 200 300

SKETCH MAP
State of California - The Resources Agency

DEPARTMENT OF PARKS AND RECREATION
Primary #:____________________________
HRI #:____________________________
Trinomial:____________________________
PageBBBBofBBBB 
*Drawn By:___________________________________________ *Date of Map:_____________ DPR 523K (1/95) *Required Information

CA-SBR-2910H (Update)
A. Ericson 6/7/2014
P-36-002910 (Update)
* Resource Name or #
1DWLRQDO2OG7UDLOV5RDG865RXWH
National Old Trails Highway/Route 66 (32910

Can
Scatter #2
-Can Scatter Boundary
Legend
mN
TN

15.0o
-Road
-"C" Block Marker
0 20
FEET
10 CONTINUATION SHEET
State of California - The Resources Agency

DEPARTMENT OF PARKS AND RECREATION
Primary #:_____________________________
HRI #:_____________________________
Trinomial:_____________________________
PageBBBBB   ofBBBBB
*Drawn By:___________________________________________ *Date of Map:_____________ DPR 523L (1/95) *Required Information
T. Fuerstenberg 5/22/2013
CA-SBR-2910H (Update)
P-36-002910 (Update)
* Resource Name or #
1DWLRQDO2OG7UDLOV5RDG865RXWH
66 66
Pole
#33087 PS 26B
Pole #4661709E
Pole #330869
Pole
#330868
Can Scatter #3
Gale Substation
-Can Scatter #3 Boundary
-Slope Aspect
(3-5 degrees)
-Dirt Road
-Fenced Enclosure
-Building
0 50 100
mN
TN

15.0o
-Datum - Center of Scatter
(pile of concrete)
-SCE Distribution
Line and Poles
66 -Route 66/National
Old Trails Highway
Legend
-Project Boundary/Area
FEET

SKETCH MAP
State of California - The Resources Agency

DEPARTMENT OF PARKS AND RECREATION
Primary #:____________________________
HRI #:____________________________
Trinomial:____________________________
PageBBBBB 
ofBBBBB 
*Drawn By:___________________________________________ *Date of Map:_____________ DPR 523K (1/95) *Required Information
CA-SBR-2910H (Update)
T. Schwennesen 6/5/2014
P-36-002910 (Update)
* Resource Name or #
1DWLRQDO2OG7UDLOV5RDG865RXWH
State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial CA-SBR-2910 (Update)

Page 30 of 63 ends

*Recorded by: T. Schneider, T. Fuerstenberg, D. Thomas *Date: 5/17/2013, 5/22/2013 _ Continuation 7 Update S. Pacheco, K. Lauko, N. Cox, A. Bailey 6/3 & 5/2014, 10/26-27/2014 J. Lente
DPR 523L (1/95) *Required information
*P2. Location (Continued)
*P2b. USGS 7.5’ Quad: Date: T ; R ; ¼ of ¼ of ¼ of Sec S.B.B.M Segment 1:

Quad: Minneola 1971 T9N; R1E
NW¼ of NE¼; SW¼ of SW¼ of NW¼; S½ of SE¼ of NW¼; N½ of NW¼ of SE¼; NW¼ SW¼ and SE¼ of NW¼ of SE¼, of Sec 22.

SW¼ of NW¼ of SW¼; NE¼ of SW¼ of SW¼; NW¼ of SE¼ of SW¼, of Sec 23.

Segment 2:

Quad: Hector T8NR5E
S½ of SW¼ of SW¼ of Sec 6.

N½ of NW¼ of NE¼; N½ of NE¼ of NE¼, of Sec 7.

N½ of NW¼ of NW¼; N½ of NE¼ of NW¼, N½ of NW¼ of NE¼ , NW¼ and SW¼ and SE¼ of NE¼ of NE¼, of Sec 8.

SW¼ of NW¼ of NW¼; N½ of SW¼ of NW¼ ; NW¼ and SE¼ of SE¼ of NW¼; S½ of SW¼ of NE¼; N¼ of NE¼ of SE¼ Sec 9.

NW¼ and NE¼ and SE¼ of NW¼ of SW¼ of Sec 10.

P2d. UTM: NAD83; Zone: 11 (Continued)
Segment 1: East end: 513578mE/ 3856768mN; West end: 512688mE/ 3857149mN; Can Scatter #1: 512981mE/ 3857003mN; Can Scatter #2: 512883mE/ 3857077mN; Can Scatter #3: SE corner at highway 512712 mE/ 3857365mN; “C” block near Can scatter #1: 513134mE/ 3856925mN; “C” block near Can Scatter #2: 512868mE/ 3857084mN; Wood Stringer Bridge A12105B:
513134mE/ 3856957mN; Wood Stringer Bridge A12116B: 513524mE/ 3856798mN (GPS NAD 83) Trimble GeoXT Segment 2: East end: 550467mE/ 3850603mN; West end: 545761mE/ 3851799mN; Locus A: 549986mE/ 3850800mN; Locus B 549754mE/ 3850888mN; Locus C 549622mE/ 3850903mN; Locus D: 549443 mE/ 38509272 mN; Locus E: 549208mE/ 3851045mN; Locus F: 545810mE/ 3851780mN; Locus G: 549030 mE/ 3851133 mN.

Locus A: datum 549986mE/ 3850809 mN, North extent 549985mE/ 3850813 mN, South extent 549981mE/ 3850803mN, East extent 549995mE/ 3850810mN, West extent 549978mE/ 3850814mN; Locus B: datum 549754mE/ 3850888mN, elevation 1,853 ft. amsl, North extent 549756mE/ 3850896mN, South extent 549754mE/ 3850885mN, West extent 549751mE/ 3850887mN, East extent 549760mE/ 3850887mN; Locus C: 549622mE/ 3850903mN; Locus E datum 549208mE/ 3851045mN at 1,828 ft. amsl elevation, North extent 549208mE/ 3851048mN, West extent 549206mE/ 3851045mN, East extent 549211mE/3851045 mN, and South extent at 549208mE/ 3851043mN. Locus D: 549443mE/ 3850972mN; Locus F: 545810mE/ 3851780mN; Locus G datum:
549030mE/ 3851133 mN, 1,819 ft. elevation amsl, N extent 549030mE/ 3851136mN, West extent 549028mE/ 3851133mN, South extent 549030mE/ 3851131mN, East extent 549033mE/ 3851133mN.

P2e. Other Locational Data (Continued)
Exit on Hector Road (exit 33) and turn left at the stop sign onto Hector Road. Travel approximately 0.5 mi. and bear left (northwest) onto a dirt road. Travel less than 0.5 mi. and turn left (west) onto National Old Trails Road/ US Route-66, continue approximately 2.5 mi. to Locus H, which is located immediately south of National Old Trails Road/ US Route-66. *P3a. Description (Continued)
The three can scatters were recorded in association with Segment 1 but not designated as separate loci due to their proximity to each other and to the road segments; they did not appear to clearly represent separate primary depositional events. Can scatter #1 measures 115 ft. (N/S) x 820 ft. (E/W) and is located near the eastern end of the recorded resource, and consists of 103 historic period cans with a maximum artifact density of three cans per 1-ft.², one geoglyph, and one flake. Can scatter #2 measures 26 ft. (N/S) x 19 ft. (E/W), is located near the center of the recorded road segment, and consists of 21 historic period cans with a maximum artifact density of 12 cans per 1-ft.². Can Scatter #3 measures 202 ft. (NW/SE) x 127 ft. (NE/SW) near the western end, located at Gale Substation, and consists of 66 historic period cans with a maximum artifact density of less than 1 can per 1-ft². Modern cans were also located within the loci, but were not included in the analysis. All can scatters range in age from the mid-1950s through the 1970s and represent an indeterminable number of non-discrete roadside dumping episodes with modern cans mixed in as well. The three can scatters are situated on an alluvial plain that slopes gently to the north, south of the railroad tracks and north of I-40, east of the town of Daggett, within a creosote shrub vegetation community. There are numerous residential compounds located in the area with their own non-native and native plants. There is no vegetation within the paved road itself, and the shoulders are routinely bladed to eliminate unwanted vegetation. The soils are tan basin in-fill alluvium with numerous rocky inclusions. The slope ranges from 1-5º, with an aspect to the north. Exposure and surface visibility are 100%.

The three scatters are in fair to poor condition with approximately 95% each moderately impacted by road maintenance, erosion, bioturbation, and pedestrian access/modern trash dumping.

State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial CA-SBR-2910 (Update)

Page 31 of 63 ends

*Recorded by: T. Schneider, T. Fuerstenberg, D. Thomas *Date: 5/17/2013, 5/22/2013 _ Continuation 7 Update S. Pacheco, K. Lauko, N. Cox, A. Bailey 6/3 & 5/2014, 10/26-27/2014 J. Lente
DPR 523L (1/95) *Required information
*P3a. Description (Continued)
Eight loci (Loci A-H) were identified adjacent to Segment 2 at discrete locations. Locus A consists of a historic period partial rock ring and its associated cultural constituents. Glass fragments ranging in color from colorless, amber, aqua and blue, representing at least six vessels, two metal cans and a pile of milled and rough-hewn wood lie in a concentration adjacent to a portion of National Old Trails Road/ US Route-66 (P-36-002910). The locus measures 41 ft. (N/S) x 59 ft. (E/W). Locus B contains two rock rings and historic period debris with an area 39 ft. (N/S) x 30 ft. (E/W). Locus C is an area 16.4 ft (N/S) x 16.4 ft. (N/S) that contains a single rock ring feature. Locus D consists of a historic period rock ring in an area 18 ft. (N/S) x 18 ft (E/W). Locus E is an area 16.4 ft. (N/S) x 16.4 ft. (E/W) that contains a historic to modern period partial rock ring. Locus F is an area 16.4 ft. (N/S) x 16.4 ft. (E/W) x 5 in. (height) and contains of a single historic period rock ring. Locus G is an area 16.4 ft (N/S) x 16.4 ft. (N/S) and correlates to Feature 2: Hearth 1 of P-36-002910 as originally reported by Newman and Belcourt (Newman and Belcourt 2010). Locus G comprises one historic period circular rock cluster. Locus H comprises seven features. Feature 1 is a historic period resource that consists of the remnants of a single-room building constructed from locally-sourced basalt cobbles and concrete. The next four features are associated with Feature 1. There is a concrete windmill pad, Feature 3; two formed-concrete structural/foundation remnants, Feature 6; one rock (basalt and granite)/concrete fire ring, Feature 2, and several features, Features 2, 4, 5 and 7, are constructed of the same materials as Feature 1, if not from pieces that came from Feature 1 itself. Locus H is immediately south of National Old Trails Road/ US Route-66 and 82 ft. south of the BNSF railroad grade, though their association with the site is unclear.

The loci are located within creosote, saltbush shrub, and tamarisk tree vegetation communities and lie within a flood zones within the greater alluvial plain. Although the vegetation is dominated by creosote and saltbush, tamarisk trees, Mojave Valley yucca, and native grasses are also present. Soils are tan basin infill alluvium with rocky inclusions, alkaline playa, and weakly-developed desert pavement. The slope ranges from 0-5° with an aspect to the north. Exposure is 90% and visibility is 80%. The loci are in fair to good condition with impacts including road maintenance and use, aeolian and alluvial erosion, pedestrian traffic, and vegetation growth.

P7. Landowners (Continued)
California State Lands Commission
Sacramento Office
100 Howe Ave.

Suite 100-South
Sacramento Ca 95825-8202
Bureau of Land Management
Barstow Field Office, 2601 Barstow Road
Barstow, CA 92311
Caudle, Christine Etal
6601 Cedar Oaks Cir
Hope Mills, NC 28348
Southern California Edison Company
Monrovia Office Building
1218 South 5th Avenue
Monrovia CA 91016
Golden, Willie L & Ruth C.
105 Biscayne Way
Folsom, CA 95630
Stearn, Frederic E
29926 Fort Cady Rd
Newberry Springs, CA 92365
Johnson Revocable Trust 7/20/09
Po Box 385
Daggett, CA 92327
*A1. Dimensions (Continued)
Can Scatter #1 a. Length: 115 ft. (N/S) x b. Width: 820 ft. (E/W) Can Scatter #2 a. Length: 26 ft. (N/S) x b. Width: 19 ft. (E/W) Can Scatter #3 a. Length: 202 ft. (NW/SE) x b. Width: 127 ft. (NE/SW) Locus A a. Length: 39 ft. (N/S) x b. Width: 30 ft. (E/W) Locus B a. Length: 26 ft. (N/S) x b. Width: 19 ft. (E/W) Locus C a. Length: 16.4 ft. (N/S) x b. Width: 16.4 ft. (N/S) Locus D a. Length: 18 ft. (N/S) x b. Width: 18 ft. (E/W) Locus E-G a. Length: 16.4 ft. (N/S) x b. Width: 16.4 ft. (E/W) Locus H a. Length: 130 ft. (N/S) x b. Width: 315 ft. (E/W) State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial CA-SBR-2910 (Update)

Page 32 of 63 ends

*Recorded by: T. Schneider, T. Fuerstenberg, D. Thomas *Date: 5/17/2013, 5/22/2013 _ Continuation 7 Update S. Pacheco, K. Lauko, N. Cox, A. Bailey 6/3 & 5/2014, 10/26-27/2014 J. Lente
DPR 523L (1/95) *Required information
A4. Features (Continued)
The westernmost wood stringer bridge (Feature #A12105B), at 513138mE/ 3856957mN, has a small “K” with hammered nails on the side of one of the wooden beams. The easternmost stringer bridge (Feature #A12116B) is located at 513524mE/ 3856798mN.

The second “C” Block is located near Can Scatter #2 at 512868mE/ 3857084mN, and measures 5 ¾” x 5 ¾” with 8 in. exposed.

Both markers have large “C”s in relief that face the highway. The two wood stringer bridges have board-molded concrete decks, wood wing walls, and wood guard rails of undetermined age. The wood posts and boards of the retaining wing walls are creosoteinfused and may or may not be historic period. The concrete deck is supported by heavy, square or rectangular, solid sawn wooden beams that rest on two vertical supports. The main vertical support appears to be a very large wooden cross beam on top of several wooden pilings directly in front of the second vertical support, a wooden retaining wall also constructed of large solid sawn wooden beams. The “C” blocks were used between 1914 and 1934 (Windmiller 2007). The first “C” Block is located near Can Scatter #1 at 513134mE/ 3856925mN, and measures 5 ¾” x 5 ¾” with 1 ft. exposed.

Within Can Scatter #1 is Feature #1, a geoglyph located on the south side of National Old Trails Road/ US Route-66, in the middle section of Can Scatter #1. This geoglyph feature is embedded 1½ in. deep in the surrounding soil and measures approximately

8.5 ft. long x 2.8 ft. wide and extends east to west, spelling out the world “CAMPOS” in quartzite, basalt, and granitic cobbles ranging from 2-4 in. in size. The letters “C” and “A” have some slight disturbance. There is a dead bush in the center of the top part of the letter “P,” slightly obscuring the letter. Letters “-MPOS” are clearly legible.

Segment 2 features consist of eight loci, Loci A-H, which contain one or more sub-features each.

Locus A is a partial historic period rock ring and associated historic period debris. The rock partial ring is comprised of 19 basalt and granitic cobbles that average 6 in. (diameter) and are likely locally sourced. Two pieces of charred wood are embedded in the feature and the pile of fragmented milled and rough-hewn lumber is located immediately to the south and outside of the rock ring.

The partial ring measures 51 in. (N/S) x 47 in. (E/W) with the opening/gap on the east side measuring 33 in. The southern extent of the rock ring is right at the base of the northern shoulder of the highway. Small creosote currently grows inside and adjacent to the southern edge of the ring. Seasonal grasses and an unidentified shrub are also growing within the ring. Although charred wood is within the feature, no evidence of darkened soil or rock rubification was observed.

Locus B contains two rock ring features and associated historic period debris. The first rock ring, Feature 1 of Locus B, measures approximately 36 ft. (N/S) x 41 ft. (E/W) x 9 in. (height) and is constructed from 17 rocks that range in size from 7-16 in. in diameter. Four of the rocks site outside the rock ring, but were likely originally incorporated into the ring. One rock sits atop two other rocks within the feature. Most of the rocks are embedded approximately 1 in. deep in the surrounding soil. The rocks exhibit signs of rubification and desert varnish. They have been rounded and weathered and show signs of blackening due to fire. The cobble and EMF appear much less weathered than other prehistoric material found in the surrounding area and are possibly historic period and associated with the rock ring, but were recorded as an isolate (P-36-027946). The second rock ring, Feature 2 of Locus B, is historic to modern period in age and measures 56 in. (N/S) x 45 in. (E/W) x 7 in. (height) with at least 25 rocks. The eastern and western dimensions are estimated because these perimeters are disturbed. The western perimeter has three rocks that are displaced 26 in. west of the rock ring. The rocks are locally-sourced meta-volcanic and volcanic rock that varies in size from 1-6.5 in. in diameter. Some rocks are on the surface while the majority is embedded up to 1 in. below surface. There are no darkened soils and the rocks are not blackened or heat-affected. Within the rock ring are charcoal, modern nails, and metal pieces. Rock Ring 2 contains modern nails that were likely in the wood used in the fire ring.

Locus C is an area 16.4 ft (N/S) x 16.4 ft. (N/S) that contains a modern to historic period single rock ring feature. The rock ring measures 19.5 in. (N/S) x 20 in. (E/W) x 6 in. (height). The ring is composed of six locally-sourced volcanic rocks that range from

4.5-7 in. in diameter. All rocks are partially embedded up to ¼ in. below the surface. There is no darkening of soil, presence of charcoal, or heating/blackening.

Locus D Locus D consists of a historic period rock ring in an area 18 ft. (N/S) x 18 ft (E/W). The rock ring is located two feet south of historic period National Old Trails Road/ US Route-66. The road traverses east-west and has two dirt and rock berms built by heavy equipment. The outside berm appears to be the original one made at the time of road construction and the second, smaller berm appears to have been made at a later date. The berms on the south side of the road are noticeably taller than on the north side. Locus D is located between the two berms. There is heavy disturbance due to alluvial erosion. The rock ring measures 27.6 in. (N/S) x 23.6 in (E/W) and consists of basalt, granite, and rhyolite. The nine rocks range in size from 4 ¾ -10 5 /8 in. The majority
are 6 ¾ - 10 5
/8 in. The two southernmost rocks are outside of the ring itself, but appear to be related. These two rocks are on the ground surface while the rest three in the rock ring are slightly embedded 1-1 ¼ in. with 80% of the rock visible. The single north most rock is embedded approximately 75% and only five inches are visible. No charcoal was observed.

State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial CA-SBR-2910 (Update)

Page 33 of 63 ends

*Recorded by: T. Schneider, T. Fuerstenberg, D. Thomas *Date: 5/17/2013, 5/22/2013 _ Continuation 7 Update S. Pacheco, K. Lauko, N. Cox, A. Bailey 6/3 & 5/2014, 10/26-27/2014 J. Lente
DPR 523L (1/95) *Required information
A4. Features (Continued)
Locus E is an area 16.4 ft. (N/S) x 16.4 ft. (E/W) that contains a historic to modern period partial rock ring comprising five volcanic rocks with a marker in the center of the ring. The rock ring measures 27 in. (N/S) x 6.5 in. (E/W) x 4 in. (height). The eastern perimeter has been displaced. The northern perimeter is depressed roughly 3 in. and displaced 30-40° from the surrounding soils.

The rocks vary in diameter from 2-6 in. and are all partially embedded in the soils up to ½ in. The marker in the center of the ring is made of rebar with a yellow plastic cap that reads “AZIMUTH” in molded letters. The marker measures 1 in. (exposed above surface) x 1 in. There is no evidence of darkened soils or heating/blackening. The rock ring was most likely a fire ring.

Locus F Locus F is an area 16.4 ft. (N/S) x 16.4 ft. (E/W) x 5 in. (height) and contains of a single historic period rock ring measuring 26 in. (N/S) x 27 in. (E/W) x 4 in. (height) and comprises eight locally-sourced rocks. Four are 5 in. tall vesicular basalt; two are rhyolitic and range in size from 3-9 in. in diameter. Five of the total rocks are embedded approximately 1-3 in. subsurface and three are on the surface. Two of the eight rocks are heat-affected; there is no evidence of darkened soils, charcoal, rubification, or desert varnish in or on the rock ring. The exact age of the rock ring is unknown, but likely has been used as a fire ring.

Locus G is a historic period rock cluster (previously Belcourt’s Feature 2: Hearth 1 [2011]).Belcourt (2011) identified four features in association with the road segment: a ceramic scatter, two hearths, and a can scatter. Upon investigation of the feature locations during the current inventory, only 1 hearth (Belcourt’s Feature 2 [2011]) was relocated and recorded as Locus G. Locus G is an area 16.4 ft (N/S) x 16.4 ft. (N/S) comprising one historic period circular rock cluster measuring 29 in. (N/S) x 26 in. (E/W) x 3.5 in. (height). The rock cluster is composed of 15 or more locally-sourced volcanic rocks ranging from 1.5-4.5 in. in diameter. All rocks are partially embedded up to 1/8 in. below surface. There are no darkened soils, heating/blackening, or charcoal present. The vent-hole can likely dates between 1915 and ca. 1930 (Simonis1997).

Locus H contains seven features: (1) a one room structure with door and windows, (2) a rock ring of material from Feature 1, (3) windmill leg supports of angle iron and concrete pad with threaded rod for pump, (4) structural remains comprising a foundation pad/wall section, (5) structural remains comprising construction materials, (6) structural remains comprising a formed concrete pad and two formed concrete foundations/structural remnants, and (7) structural remains comprising a wall section with chert cobbles. Also mapped but not recorded as features are a wood utility pole cut just above the ground and a 4 x 4 post.

Locus H Feature 1 is a rectangular single room structure with no foundation visible, a door opening to the north, and windows to the east and west. The building was constructed with large vesicular basalt cobbles, ranging in size from 3-19 in sourced from a lava flow 500 m to the south and laid in at least 8 courses of concrete likely made from clay and aggregate available within the site. The concrete was used as mortar between courses as well as a float on the inside walls. Another smother coat of concrete was floated on the inside walls. The nature of the roof is unclear but an impression in the concrete at the tops of the walls indicate that a 2 x 4 or 4 x 4 top plate was present to affix a roof. An iron frame, which appears to be a folding bed frame, is within and adjacent to Feature 1. The structure’s footprint measures 15.6 ft. (N/S) x 11.1 ft. (E/W). The front door faces north; openings in the east, west, and partially burned south wall indicated windows roughly 24 in. wide of unknown height. There is no identifiable roofing material in or adjacent to the feature. Plate glass is strewn about the site. The walls are approximately 8 ft. tall made with offset joints. No flooring materials remain, suggesting that the original floor was dirt. The doorway is 3 ft. wide, windows are 2 ft. wide and located 6 ft. from the inside corner of the front wall corners. Wall thickness varies from 8-12 in. There is a grooved ledge inset 1.5 in. x 4 in. that appears to be pitched upward toward the center of the building, possibly to support a pitched roof. The walls collapsed outward on the north side of the building: the northeast wall fell outward between the front and window, the southwest portion of wall fell inward, the south wall collapsed outward with a 3 ft. x 4 ft. portion falling inward and now almost fully buried in sediment and dunes, the west wall collapsed outward. One single artifact found inside the building is Artifact 3, a broken glass bottle base. There were three pieces of a metal bed frame that appears to be a fold up type. Other pieces of broken glass, ceramics, tin cans, burned wood and char are inside the building.

Locus H Feature 2 is a historic period circular fire-ring approximately 100 ft. to the south-southeast from Feature 1 and appears to be constructed from components of Feature 1, which indicates that it post-dates the collapse of Feature 1. It measures 47.5 in. (N/S) x 56 in. (E/W). It is situated in a large braided wash. The rocks are partially embedded in the soil with an average of 8 in. above surface. Ten basalt rocks are covered in a plaster/concrete mix. This aggregate of local materials is the same as in Locus H Feature 1. The rocks range in size from 6.75 -21.5 in. in length, with one large granite rock at 9.75 in. across and roughly 50% embedded in the soil. The sole designated artifact of this feature, Artifact 4, is a glass bottle base located 52.75 in. to the northwest of the rock ring. Inside the rock ring are a piece of wood measuring 3.25 in., two nails measuring 1.75 in and 5.5 in., and a broken piece of manufactured red brick measuring 3.25 in. The feature was likely a fire pit, though no charcoal or burned material was observed.

State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial CA-SBR-2910 (Update)

Page 34 of 63 ends

*Recorded by: T. Schneider, T. Fuerstenberg, D. Thomas *Date: 5/17/2013, 5/22/2013 _ Continuation 7 Update S. Pacheco, K. Lauko, N. Cox, A. Bailey 6/3 & 5/2014, 10/26-27/2014 J. Lente
DPR 523L (1/95) *Required information
A4. Features (Continued)
Locus H Feature 3 is a rectangular-shaped concrete pad with two threaded rods/bolts and four associated angle-iron supports for a historic period windmill and associated water pump located approximately 150 ft. southeast from Feature 1. The concrete pad has beveled edges and measures 20 in (N/S) x 48 in. (E/W) x 7.25 in. (height above surface); these measurements are approximate as the east end of the concrete pad is covered with soil and a large saltbush. The bolts protrude 3.5 in. out of the top of the concrete pad, 6.5 in. from the west end and 6 in. from the north and south sides. The threads appear to be the standard US thread gauge. Adjacent to the concrete pad are four L-shaped angle-iron foundation footings for a windmill superstructure measuring roughly 2.5 ft. on each side. One angle-iron strap lies on the ground surface and the other three are vertically embedded in the ground. The three embedded straps are located east of the concrete pad and are in what appear to e the corners of a standing frame structure. They are evenly spaced at 78.75 in. apart. There are four 5 /8 in. holes drilled out for
construction use. This feature is believed to be related to the collapsed historic period building Feature 1. Feature 3 is a historic period windmill and water pump foundation.

Locus H Feature 4 is a historic period foundation pad or wall section that is constructed similarly to the walls of Feature 2, with basalt flagstone and concrete construction. The feature is laid on the ground with the concrete surface facing up. It measures 62 in. (N/S) x 53.5 in. (E/W) x 5 in. (height above ground surface). The foundation is made of locally-sourced basalt cobbles of various sizes in a locally-made concrete mix. One the sides of the rocks are partially visible; these visible surfaces have a smooth, flat finish. The southwest corner is completely covered with soil, rocks, and other debris due to a braided wash running south of this feature. A brick is also associated with Feature 3. Additionally, strips of corrugated metal 1½ -2” wide were placed between Feature 1 walls and the interior concrete either as an anchoring or strengthening mechanism. Feature 4 is approximately 145 ft. east of Feature 1. There are two saltbush plants growing on the south edge of the feature. This feature appears to be contemporaneous to the collapsed building Feature 1, but the function of this feature is unknown.

Locus H Feature 5 is a group of historic period structural remains and construction material similar to that used to build Features 1 and 4. The materials are in a small pile just north of Feature 4 and 135 ft. east of Feature 1. These remains are embedded in soil, measure 114 in. (N/S) x 190 in (E/W) and are made of vesicular basalt, fragmentary concrete, red brick fragments, and two granitic rocks. There are approximately 60 vesicular basalt rock measuring 3-10 in. in diameter, 100+ concrete fragments <1-12 in. in diameter, and two granitic rocks of diameters 10 in. and 5 in., respectively. All the structural remains are partially embedded in the surrounding mounded soil to some degree with some material embedded only very slightly, while others are barely visible above the surrounding soil. The feature is situated on a small mound covered in saltbush and Mojave seablite, and surrounded by a braided wash. Soils are very light brown loamy sand with the only inclusions being pea-sized concrete fill that is mixed in with the other structural remains. There are no other artifacts or other cultural materials associated with this feature. The presence of heavily embedded structural remains on the periphery of the mound indicates there may be a component of the feature buried by aeolian and alluvial forces. Feature 5 may be structural/foundational remains related to the intact foundations of Feature 6 to the north and Feature 4 to the south.

Locus H Feature 6 consists of two historic period formed-concrete foundation pads/equipment pads and structural debris. The two sections are discrete formed foundations 18 ft. apart from each other. Overall they measure 130 in. (N/S) x 240 in. (E/W). The eastern foundation measures 22.8 in (N/S) x 33 in. (E/W) and protrudes from the soil 7.8 in. on the west side and is completely embedded in a saltbush-covered mound to the east. It tapers to a point on the embedded east side. The western foundation measures 20 in. (N/S) x 32 in. (E/W) and protrudes from the surrounding soil 9 in. on the west side and 6.5 inches on the east side and tapers to a point on the western side, mirroring the eastern foundation. The foundation pads are both constructed of molded concrete with vesicular basalt boulders as fill. It is possible that the foundations were originally a single elongated foundation from which the middle part was removed. The side of each foundation which faces the other is broken north-south, parallel to the other vesicular basalt boulders and chunks of concrete that are adjacent to the broken sections where they fell off. Nine inches east of the western foundation are two partially-embedded concrete pieces, together measuring 14.5 in. (N/S0 x 9.5 in. (E/W) and protruding from the surrounding soil up to 4-5 in. The concrete pieces have corresponding imprints with ferrous metal fragments set in them, likely from corrugated metal being set into the concrete curing construction. The feature is situated on an alluvial plain with very light brown alluvial silty clay soils. There is saltbush growing between and all around the foundations and related structural debris. Feature 5 to the south is a pile of the same construction material as that comprising Feature 6. There are galvanized steel nails, red fired brick, a small amount of ferrous metal fragments, and a ferrous metal tray/pan measuring 23 in. c 13 in. x 3 in. with bullet holes in it 5 ft. to the north of the eastern foundation. This feature is likely the foundational remains of a structure.

State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial CA-SBR-2910 (Update)

Page 35 of 63 ends

*Recorded by: T. Schneider, T. Fuerstenberg, D. Thomas *Date: 5/17/2013, 5/22/2013 _ Continuation 7 Update S. Pacheco, K. Lauko, N. Cox, A. Bailey 6/3 & 5/2014, 10/26-27/2014 J. Lente
DPR 523L (1/95) *Required information
A4. Features (Continued)
Locus H Feature 7 consists of historic period remnants of a wall section similar in construction to Feature 1, but with large orange chert cobbles used as well as vesicular basalt cobbles in the construction. The remains measure 26 in. (N/S) x 23.5 in. (E/W) x

7.5 in. at its maximum height. It is constructed of vesicular basalt boulders, rhyolite cobbles, and vesicular volcanic dark yellow cobbles mortared together by concrete into a roughly rectangular prism. Feature 7 is embedded in the surrounding soils and protrudes between 3-7 in. on the south side and is completely embedded on the north side. There are numerous impressions in the crumbling concrete mortar from rocks that have become dislodged. The cultural constituents are largely domestic, with 50+ plate glass, 200+ brown and colorless glass bottle fragments, 20 colorless glass jar fragments, and 30 white improved earthenware plate and bowl fragments included two with color transfer print designs. Also located were a spark plug labeled “W-B / HAND-E / ‘775’,” metal debris including strips of corrugate metal used as structural reinforcement for the built features (though not visible in Feature 1). A metal folding bed frame associated with Feature 1 reinforces the domestic/residential nature of the structure. A large refuse deposit was located 500 ft to the SW and outside of the project survey corridor. It contains domestic refuse dating from the 1930s-1950s. As it is outside the scope of this project, the refuse deposit, while assumed to be part of the site, was not recorded. Locus H is located on the northern edge of an alluvial plan 3.5 km east of Troy Lake, 1.35 km north of Interstate-40, 500 m northeast of a basalt lava flow, 25 m south of the BNSF railroad grade, and immediately south of the roadbed for National Old Trails Highway/ Route-66. Locus H is nearly level (0°-1 slope) with an overall west aspect (260°) and is fully exposed (100%). The ground surface is intermixed playa-like silty clay and weakly-developed desert pavement, with small areas of moderately-developed pavements. Sediments are a very light brown silty clay in the playa-like areas and a light brown loamy sand where there is desert pavement. Erosional rills and small, shallow braided washes traverse in various directions within the feature. Vegetation is sparse and well-spaced across the site, dominated by saltbush, with pickleweed and the occasional pencil cholla. Common purslane grows around the edges of the feature and there is saltbush and Mojave seablite in the immediate area.

An acacia is present near a culvert under the railroad grade. Visibility is good to excellent (85%) The use and nature of the site are unclear. While the source for the basalt cobbles are only 500 m southwest of the site, their transport would represent a significant output of labor. The use of concrete that is likely locally available clay/silt and aggregate (similar to adobe) and limited use of wood points to the historic and remote nature of the site location. Instead, locally available raw materials were utilized extensively. The presence of a windmill and pump indicate a well or water tank would have been located on site. Locus H Feature 7 structural materials have the same workmanship as Feature 1 and is likely the remains of a foundation or wall.

A5. Cultural Constituents (Continued)
Can Scatter #1
Can Scatter #1 is located on a sloped berm on the southern shoulder of the National Old Trails Road/ US Route-66 and just west of wooden stringer bridge (A12116B) which acts as a culvert. It measures 115 ft. (N/S) by 820 ft. (E/W) and consists of 103 historic period cans. There are a total of 103 cans, 90 of which are sanitary, 4 hole-in-top, 5 cone top, 1 lug and bail, and 3 upright tobacco tins. Miscellaneous items found in Can Scatter #1 include a wire hanger with clamps, 4 rusted metal pieces, 4 threaded twist top bottle caps, 1 Thermos vacuum bottle, 2 wire cut spikes, and 1 metal tag. The Thermos bottle has bottle #2264H and filler #22F stamped on the bottom. Additionally, Can Scatter #1 includes trash including modern beer and aerosol bottles deposited by travelers using National Old Trails Road/ US Route-66.

The historic period glass component of Can Scatter #1 consists mainly of amber, aqua, green, and colorless soda/beer/beverage bottles. There are 7 liquor bottles (2 amber, 5 colorless), 2 wine bottles (colorless and olive), 3 possible milk-type bottles, and 2 fragments of household glass including rose and milk glass. No amethyst glass was observed. The most common maker’s marks include Owens Illinois, Latchford Marble, Anchor Hawking, and Hazel Atlas, although Ball, Obear-Nester, and Brockway are among others noted. All glass in the scatter is fragmented; no bottles are whole. Potential for subsurface deposits is high as it appears that the concentration originates from the road itself and artifacts have likely been buried or unearthed over time through road maintenance and drainage creation. Maximum density of glass fragments is approximately 20 per 1-ft.².

The ceramic component of Can Scatter #1 includes eighteen fragments located in the central portion of the scatter. None of the fragments bear maker’s marks. Most of the fragments appear to be hollow or flatware. The function of the fragments appears to be mostly tableware/kitchenware. Five fragments appear to originate from the same vessel bearing “flowers” transfer print.

Another vessel indicated by nine fragments exhibited hand-painted “flower and vines” and had minimal crazing.

Can Scatter #2
Can Scatter #2 is 25 ft. from the northern shoulder of the National Old Trails Road/ US Route-66, near the western end of the recorded road segment. It measures 26 ft. (N/S) x 19 ft. (E/W) and consists of 21 historic period cans. The 21 cans include 20 sanitary and one cone-top. Of the 20 sanitary cans, 17 are internally lapped, all-steel beer cans with church key openings, one is an internally lapped regular-sized can with a rotary opening, one is an internally lapped rotary opened fruit can, and one is an State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial CA-SBR-2910 (Update)

Page 36 of 63 ends

*Recorded by: T. Schneider, T. Fuerstenberg, D. Thomas *Date: 5/17/2013, 5/22/2013 _ Continuation 7 Update S. Pacheco, K. Lauko, N. Cox, A. Bailey 6/3 & 5/2014, 10/26-27/2014 J. Lente
DPR 523L (1/95) *Required information
A5. Cultural Constituents (Continued)
internally lapped rectangular can with rounded ends that may be a fish tin with modified key wind top. The cone-top can is internally lapped with a low rise crown cap. There are also several modern cans including tabbed all steel beer cans and crimped sanitary cans.

Can Scatter #3
Can Scatter #3 is comprised of 66 sanitary and cone top cans and 1 tobacco tin. It measures 202 ft. (NW/SE) x 127 ft. (NE/SW) and is located along the north edge of National Old Trails Road/ US Route-66 and is bounded on the eastern edge by SCE’s Gate Substation. Two of the sanitary cans bear partial labels indicating that they were oil cans: one of which was “Stabile oil” both had stamped bottoms. Two of the sanitary cans have multiple church key punctures; one of them has eight punctures. One sanitary can is an oyster tin with a key wind opening that was punctured and was a small size. Two cone top cans were observed. The approximate density of cans in Can Scatter #3 is 1 per 1-m². The area of density of Can Scatter #3 is highest at 3 per 1-m2 at the
northern portion of the scatter. Modern trash including aerosol cans, beer bottles, and “toss zone” modern trash associated with travelers on the National Old Trails Road/ US Route-66. Miscellaneous metal debris include one crown top bottle top, two gas caps, two aerosol cans, and a small metal faceplate.

The glass component of Can Scatter #3 includes over 500 fragments concentrated in the interior of the scatter. The vast majority appears to originate from modern beverage bottles. It appears that Gale Substation, located on the eastern boundary of Can Scatter #3, may be a nocturnal beverage consumption locale. Glass colors noted included colorless, green, and brown. Historic period glass includes a bottle base from a 1-pint colorless whiskey bottle bearing an Anchor-Hocking maker’s mark dating from 1938 to present. No other historic period fragments were noted.

Locus A
Locus A cultural constituents include glass shards representing one colorless condiment bottle, one colorless jar, one amber medicine bottle, one amber bottle, one aqua bottle and one cobalt blue bottle body fragment. The aqua glass bottle is a thickwalled, circular body with a low kick-up and a stippled base embossed with “14- / CS & Co L°”; the base contains two bubble
inclusions. The number 14 may represent a federal liquor number (Kimball 2990:26). The small cobalt blue body fragment reads, “FFOR / …in…” The metal debris consists of a crushed soldered side-seam steel can and one church-key opened all-steel can measuring 4 6/8 in. (l) x 2 5/8 in and likely dates from 1935-59 (Kimball 2009) . The colorless condiment bottle is fragmented into approximately 50 pieces of shoulder, body, and base fragments. It has a 10-sided, circular base and a champagne shoulder shape (Ballard 2003). The base reads, “PACKED BY CAL. PACK CORP.” The colorless jar is machine-made with a screw-cap finish and is fragmented into two pieces. The jar measures 4 in. (h) x 2 ¼ in. (d) and is approximately that of a 14 oz bottle in size.

It has a sloped-down shoulder and a top seal. The amber medicine bottle is fragmented into approximately 25 pieces. It exhibits a circular base, a multi-part mold, and a blob-shaped finish (Ballard 2003). Approximately 50 amber bottle shards are located within 6 ft. of the medicine bottle; these represent another bottle due to the presence of a second circular base. Both of these fragmented bottles are lightly patinated.

Locus B
In Locus B an assayed cobble and edge modified CCS flake (PL-CWLTP-MMO-ISO-029) was identified next to Feature 1 rock ring. An all-aluminum Coca-Cola pull-tab can measuring 1 10/16 in. in diameter is immediately north of Locus B Feature 2 rock ring. A length could not be obtained due to the crushed state of the can. All-aluminum cans came into production in 1970 and removable pull tabs were phased out in 1976, giving this can a date range between 1970 and 1976 (Kimball 2009).

Locus C
In Locus C, a single colorless glass fragment is located within the northwestern portion of the sole feature in the locus, Feature 1.

Feature 1 is a rock ring that may date from the modern to historic period. The function of the feature is unknown but it most likely served as a fire ring adjacent to the historic period road. The cultural constituent is a single piece of colorless bottle base fragment with no diagnostic markers; it may be hand-blown. The glass is in the northwestern perimeter of Feature 1.

Locus D
In Locus D, adjacent to the sole rock ring is a lithic scatter which starts just south/west of the rock ring and continues north into the roadway, ending on the second berm on the north side of the rock. The debitage consists of CCS material and rhyolite situated in the highly disturbed area between the berms to the south, within the National Old Trails Road/ US Route-66 roadbed and in the berm itself to the north. The majority of the materials may be the result of mechanical disturbance, and is unlikely to be in-situ.

Spatial distribution and density of debitage is not sufficient for designation as an isolate or site. The function of Locus D is unknown.

State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial CA-SBR-2910 (Update)

Page 37 of 63 ends

*Recorded by: T. Schneider, T. Fuerstenberg, D. Thomas *Date: 5/17/2013, 5/22/2013 _ Continuation 7 Update S. Pacheco, K. Lauko, N. Cox, A. Bailey 6/3 & 5/2014, 10/26-27/2014 J. Lente
DPR 523L (1/95) *Required information
A5. Cultural Constituents (Continued)
Locus E
Locus E contains no cultural constituents associated with the single rock ring feature.

Locus F
Locus F contains colorless plate glass fragments with patina are scattered in and around the rock ring feature. Colorless glass jar fragments with patina are by the roadside 20 feet north of the ring.

Locus G contains one historic period evaporate/condensed milk can is situated in the northwestern perimeter of the rock cluster.

The diameter is 2 8
/16 in. and the height is 2 8/16 in. The side seam has eroded and the can has a vent hole. The can is most likely a Carnation evaporated milk can which was produced from c. 1914-1937+ (Bitting 1937). The function of the rock ring is unknown, but it is likely associated with National Old Trails Road/ US Route-66, to the south of Locus G.

Locus H
Locus H cultural constituents consist primarily of domestic refuse including 7+ plate glass, 1+ cans, 182 pieces of brown and colorless bottle glass fragments, approximately 20 colorless glass jar fragments, and 28 white improved earthenware fragments including two with green transfer print patterns, one of which was located next to Feature 2 rock ring with a flower print. Of the 182 glass fragments, the majority of them are colorless glass or amber glass scattered across five locations across the site. Also present are light blue window glass around Feature 1, colorless and non-identifiable bottle base and shoulder glass in Feature 1, two colorless glass bottle bases with the words, “BEST FOOD REGISTERED” but not age-diagnostic, and one intact amber bottle with crown finish found in situ but not dug out. Additionally, there are scrap metal and can fragments including angled iron, chicken wire, barrel hoops, crushed can fragments, milled wood, and five identifiable diagnostic artifacts. The five diagnostic artifacts identified are one upright pocket tobacco tin with an external friction lid with a date of post-1910 (Kimball 2009) and a church key-opened can dating post-1935 at the western end of the site. Three diagnostic bottle bases were found: one amber Owens-Illinois bottle base was found in Locus H Feature 1wtih a maker’s mark “20 [OI in diamond] 50” dating to 1950 (Toulouse 1971), one colorless glass maker’s mark Owens Illinois bottle base near Features 4 and 5 dating 1929-1956 (Toulouse 1971), and one glass bottle base near Feature 2 with a faint “A” or “[triangle]” embossed but not identifiable. One colorless Brockway glass bottle base was found with a date of 1925-present (Toulouse 1971). Based on the cultural constituents, Locus H has a generous date range of 1929-1956, with a conservative date of 1950 based on the Owens-Illinois bottle base with a date o f 1950. Also present are a fuel/oil can, a spark plug labeled “W-B / HAND-E / ‘775’,” metal debris including strips of corrugate metal used as structural reinforcement for the structural features, and various scraps of milled lumber.

A7. Site Condition (Continued)
Segment 1:Can Scatters #1-#3
Can Scatter #1 is impacted by highway road maintenance, shoulder clearing alongside the road, and associated berms along the northernmost boundary of the scatter, as well as a small drainage that splits from the main drainage. The main drainage is approximately 15 ft. wide x 6 ft. deep and runs east-west along the south boundary of Can Scatter #1. There are 15 small ephemeral drainages along the far northern boundary that flow to the north and converge with the main drainage. The scatter is impacted by weathering, crushing, and breaking of cans and glass as well as the depositing of modern trash. Crossing the easternmost portion of the scatter is a private dirt road with its associated berms and a small drainage. The small drainage splits from the main drainage, flowing northwest for approximately 50 ft., ending at the highway. Approximately 20% of the cans have been flattened and dispersed by the wind across the site. The drainages also transport both cans and class fragments along the southern boundary of the scatter. There are minimal impacts from bioturbation. Additionally, there are two or three small modern brush dumps.

Can Scatter #2 is located on a 3-5° northern-sloping alluvial plain in a creosote shrub vegetation community that reduces scatter visibility to 75%. The can scatter is in poor condition with impacts from several small drainages, vegetation overgrowth, road maintenance, and shoulder cleaning along the side road creating road berms. Modern trash amid the can scatter may be the result of its close proximity to residential homes. The can scatter is impacted by weathering from wind and rain, crushing and breaking of glass and cans.

Can Scatter #3 is situated on the north face of a gently sloping (3-5°) plain. Creosote and low-lying desert shrubs reduce scatter visibility to approximately 75%. The periodic grading of the northern shoulder of National Old Trails Road/ US Route-66 has likely slightly truncated the southern edge of the scatter. Erosion has also taken its toll, as several small areas of erosional impact were noted along the southern edge of the scatter. The scatter has also been heavily impacted by modern trash dumping events.

State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial CA-SBR-2910 (Update)

Page 38 of 63 ends

*Recorded by: T. Schneider, T. Fuerstenberg, D. Thomas *Date: 5/17/2013, 5/22/2013 _ Continuation 7 Update S. Pacheco, K. Lauko, N. Cox, A. Bailey 6/3 & 5/2014, 10/26-27/2014 J. Lente
DPR 523L (1/95) *Required information
A7. Site Condition (Continued)
A thick layer of modern garbage overlays the historic period aspect of this scatter. A large pile of cement is in the center of and several OHV tracks run along the northeastern edge of the scatter. Wind has likely distributed cans and lighter debris across the landscape.

Segment 2
Three of the four features identified by Belcourt (2011) were not relocated and likely obliterated by recent impacts within the last three years. The loci recoded along the road’s trajectory vary in condition from poor to fair to good.

Locus A
Locus A is in good condition with the exception of the eastern end where the rock ring is incomplete. Impacts to the locus are minimal and include alluvial and aeolian erosion. This locus appears to have served as a camp for users of the highway.

Locus B
Locus B is in fair condition with impacts from road maintenance, vehicular and pedestrian traffic, aeolian and alluvial erosion, and vegetation growth. After the nearby portion of National Old Trails Road/ US Route-66 fell into disrepair it was covered in soil. It appears that the second rock ring was utilized more recently than the first, so pedestrian traffic associated with rock ring 2 has impacted rock ring 1. Aeolian forces have rounded and weathered the rocks. Alluvial erosion is evidenced by the dislodged rocks that were once part of the rings.

Condition Locus C
Locus C is in good condition with impacts from alluvial/aeolian erosion, road construction/maintenance, and pedestrian traffic. Any maintenance could impact the locus. Pedestrian traffic is evident from scattered modern glass and plastic in areas surrounding the locus.

Condition Locus D
Locus D is in fair condition with heavy impacts from alluvial/aeolian erosion, mechanical disturbance from a road berm overlapping the north boundary and another berm just south of the locus.

Condition Locus E
Locus E is in fair condition with impacts from road maintenance and use, aeolian and alluvial erosion, pedestrian traffic, and vegetation growth. As this portion of National Old Trails Road/ US Route-66 fell into disuse, it became covered with dirt. Locus E sits on top of this dirt covering, and the soil is of Locus E is this same dirt. OHV traffic is a primary impact to the locus along with aeolian erosion that has weathered the marker in the center of the ring, making it unreadable. The locus is a washed-out and overgrown portion of the road, which may be the reason several of the rocks in the ring have been displaced.

Condition Locus F
Locus F is in fair condition with impacts from aeolian erosion and vegetation.

Condition Locus G
Locus G is in fair condition with impacts from aeolian/alluvial erosion, road maintenance and use, pedestrian traffic, bioturbation, and vegetation growth. There is modern trash around National Old Trails Road/ US Route-66 and Locus G. Creosote and saltbush are growing and displacing dirt within the locus. A collapsed den is four feet south of the rock cluster. The locus is located in an alluvial plain.

Condition Locus H
Locus H is in fair condition, with the different features in various states of condition. There is vegetation overgrowth in some areas, seasonal flooding on the south portions of the locus that cause erosion, and possible looting.

A10. Environmental Setting (Continued)
Segment 1 Features and Can Scatters 1-3 (Continued)
Vegetation in the surrounding area is dominated by creosote with some ephedra and seasonal grasses. The soils are a tan infill alluvium with numerous rocky inclusions. The slope ranges from 1-5º, with an aspect to the north and 100% exposure and visibility, although there are numerous small undulations throughout the area with smaller, different aspects.

State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial CA-SBR-2910 (Update)

Page 39 of 63 ends

*Recorded by: T. Schneider, T. Fuerstenberg, D. Thomas *Date: 5/17/2013, 5/22/2013 _ Continuation 7 Update S. Pacheco, K. Lauko, N. Cox, A. Bailey 6/3 & 5/2014, 10/26-27/2014 J. Lente
DPR 523L (1/95) *Required information
A10. Environmental Setting (Continued)
Locus A
Locus A is located in a gently-sloping (1-3°) alluvial plain with a southwest aspect. It is situated northeast of the Rodman Mountains and south of the Cady Mountains in Mojave River Valley in a sparse creosote shrub vegetation community. Vegetation is dominated by creosote, saltbush and native grasses. Soils are tan/brown loamy sand with granitic gravels. The locus is fully exposed and offers excellent (90-95%) visibility.

Locus B
Locus B is located in an alluvial plain south of the Cady Mountains within a creosote shrub vegetation community. Vegetation includes creosote, saltbush, and dry native grasses. The soil is a light brown sandy loam covered in fields of metavolcanic rock ranging from sub angular gravels to rocks that are 5 cm in diameter. The aspect is to the northeast and the slope is minimal (0-3°).

The exposure is 100% and surface visibility also 100%.

Locus C
Locus C is located within an alluvial plain south of the Cady Mountains within a creosote shrub vegetation community that includes creosote, saltbush, and dry native grasses. The soil is a light brown sandy loam mixed with pebble gravels forming a weaklydeveloped desert pavement. The aspect is to the northeast and the slope is minimal (0-2°). The locus is fully exposed with complete surface visibility. The National Old Trails Road/ US Route-66 traverses east-west just north of Locus C.

Locus D
Locus E Is located within an alluvial plain south of the Cady Mountains within a creosote shrub vegetation community that includes creosote, saltbush, and dry native grasses. Soils are a sandy loam basin infill alluvium with gravels, a north-northeast aspect, gentle (0-5°) slope, full exposure and complete surface visibility.

Locus E
Locus E is located in an alluvial plain south of the Cady Mountains in a creosote shrub vegetation community which includes creosote, saltbush, and dry native grasses. The soil is a light brown sandy loam with metavolcanic and volcanic rocks and gravels on the surface. The aspect is to the northeast, with a gentle (0-5°) slope, full exposure and complete ground surface visibility.

Locus F
Locus F is situated on weakly-developed desert pavement in an alluvial plain with very light brown loamy sandy soils. A dry saltbush grows immediately north of the rock ring. Alluvial/aeolian accumulation is the primary cause of embedding.

Locus G
Locus G is in an alluvial plain south of the Cady Mountains. The locus is within a creosote shrub vegetation community which includes creosote saltbush and dry native grasses. Soils are a light brown sandy loam mixed with metavolcanic and volcanic rocks ranging in size from pebbles and gravels that form a weakly developed desert pavement. The slope is to the north is very gentle (0-2°), surface visibility is excellent (95%) and the site is well exposed (95%).

Locus H
Locus H is on the northern edge of an alluvial plain about 3.5 km east of Troy Lake and 0.5 km northeast of a basalt lava flow.

The locus is nearly level (0-1°) with an overall west-facing (260°) aspect with fully open exposure. Soils are a playa-like silty clay with weakly-developed desert pavement and some areas of moderately-developed desert pavement. Sediments are a very light brown loamy sand in the areas of desert pavement and otherwise a very light brown silty clay/ clayey silt. Vegetation is sparse and well-spaced saltbush, pickleweed with the occasional pencil cholla. An acacia tree is present near a culvert near the site.

Erosional rills and small, shallow, braided washes traverse the site in various directions.

A11. Historical Information (Continued)
Can Scatter #1
The sanitary cans date from 1904 to present; hole-in-top 1915 to 1985 (Simonis 1997), cone top 1953 to 1955 (Rock 1978), and tobacco tins 1908 to present. Among the sanitary cans were 22 oil cans dating from 1932 to 1952 (Kimball 2009), four meat cans dating from 1904 to present, and one large rectangular fuel can. Among the sanitary cans were 13 3-tab seamed beverage cans, 3 7-tab seamed, and 7 9-tab seamed dating from late 1950s to 1980s. Among the sanitary cans were five cone top seamed beverage cans dating from 1935 to present. One of the cone top cans and a 7-tab seam and partial label that reads, “Top with…” The lug and bail can was full and unopened, covered with a tar-like substance. The maximum can density is approximately 10 per 1-m2
; average density is 1 per 1-m2. The area of maximum density is at the eastern end of Can Scatter #1. Overall date range for Can Scatter #1 is 1904 to present, but the majority of cans date from 1935 to 1980s.

State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial CA-SBR-2910 (Update)

Page 40 of 63 ends

*Recorded by: T. Schneider, T. Fuerstenberg, D. Thomas *Date: 5/17/2013, 5/22/2013 _ Continuation 7 Update S. Pacheco, K. Lauko, N. Cox, A. Bailey 6/3 & 5/2014, 10/26-27/2014 J. Lente
DPR 523L (1/95) *Required information
A11. Historical Information (Continued)
Can Scatter #2
Date ranges of production are 1880s-present (Rock 1989) although most artifacts appear to range from 1946 to present, with heavy concentration in the 1950s to 1960s. The all steel beer cans with no notches date from 1935 to late 1950s (Martells 1976), the all steel beer cans with notches date from 1960s to undetermined (Martells 1976), and the cone-top can dates from 1935 to 1957 (Kimball 2009). The majority of the cans date from 1950s to 1970s Can Scatter #3
Of the sanitary cans, 45 date from 1904 to present. The two cone top cans date from 1935 to 1955 (Rock 1978). One tobacco tin was found; these date from 1908 to present (Rock 1978).

A13. Interpretations (Continued)
All can scatters of Segment 1 likely represent historic period secondary debris scatters of materials generated off-site, then deposited on-site. All can scatters appear to have been deposited mainly between the 1930s and 1980s. The modern cans found in all can scatters suggest that the area continues to be used for modern trash dumping. The Loci of Segment 2 represent primary and secondary debris ranging in age from 1910s to the 1970s. At least some of the rock ring features may have served as camps for users of the National Old Trails Road/ US Route-66 before the segment was abandoned. Locus H of Segment 2 appears to be in the 1914-1945 age range.

A15. References (Continued)
Anderson
2009 Site record for P-36-002910. On file at the San Bernardino Information Center, San Bernardino, California.

Automobile Club of Southern California
1916 The National Old Trails Road to California, Part 1. Automobile Club of Southern California, Los Angeles.

Ballard, H.
2003 Manuscript prepared for the Anthropological Studies Center, Sonoma State University, California.

Newman, T. and T. Belcourt
2010 Cultural Resources Inadvertent Discovery Report for the Departure Park Water Well Discovery Report. S-1067336 on file at the San Bernardino Archaeological Information Center, Redlands, California.

Bischoff, M. C.
2005 Life in the Past Lane - The Route-66 Experience: Historic and Management Contexts for the Route-66 Corridor in California.

Volume I: Route-66 in the California Desert. Prepared for the U.S. Department of the Interior, Bureau of Land Management, California Desert District, Moreno Valley, California, under contract with the U.S. Army Corps of Engineers, Los Angeles District, Los Angeles, California. Technical Series 86, Statistical Research, Inc., Tucson, Arizona.

Bitting, A. W.
1937 Appetizing or the Art of Canning: Its History and Development. The Trade Pressroom, San Francisco, CA.

Earle, D.
2012 Work Plan for a Class III Cultural Resources Inventory for the South of Kramer Transmission Project San Bernardino County, California. On file at Pacific Legacy Office, Lancaster, California.

Hathaway, Roger
2001 The Late “Prehistory” of Route-66 in the California Mojave Desert. On file at the Archaeological Research Center, San Bernardino County Museum, Redlands, California.

Hewes, L. I.
1942 American Highway Practice, Volume I. John Wiley and Sons, Inc., New York.

Kimball, M.E.
2009 Guide to Historic Artifacts. Revised July 2009.

State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial CA-SBR-2910 (Update)

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*Recorded by: T. Schneider, T. Fuerstenberg, D. Thomas *Date: 5/17/2013, 5/22/2013 _ Continuation 7 Update S. Pacheco, K. Lauko, N. Cox, A. Bailey 6/3 & 5/2014, 10/26-27/2014 J. Lente
DPR 523L (1/95) *Required information
A15. References (Continued)
Krammerer, J.
1925 Map of San Bernardino County Showing Roads, Railroads, Springs and Mining Districts of the Desert Portion. On file at the San Bernardino Archaeological Information Center, San Bernardino County Museum, Redlands, California.

Martells, J.
1976 The Beer Can Collectors Bible. Ballantine Books: New York.

Maxwell, D.B.S.
1993 Beer Cans: A Guide for the Archaeologist. Historical Archaeology, Vol 27 (1), pp. 95-113.

McLean
2008 Site record for CA-SBR-2910H. On file at the San Bernardino Information Center, San Bernardino, California.

Rock, J.
1989 Tin Canisters: Their Identification. Ms. On file at the U.S. Forest Service, Klamath National Forest, Yreka, California.

Roland, C., H. Goodson, C. Moffett, and C. Slattery
2011 U.S. Highway 66 in California. National Register of Historic Places Multiple Property Documentation Form.

Scott, Q. and S.C. Kelly
1988 Route-66: The Highway and its People. University of Oklahoma Press, Norman, Oklahoma.

Simonis, D.
1997 Simonis Can Guide. USDI, Bureau of Land Management, Kingman Field Office, Kingman Arizona.

Thomas Brothers
1932 Map of San Bernardino County. On file at the San Bernardino Archaeological Information Center, San Bernardino County Museum, Redlands, California.

Thompson, D. G.
1921 Routes to Desert Watering Places in the Mohave Desert Region, California. U. S. Geological Survey Water Supply Paper 490B. Government Printing Office, Washington. Accessed September 2013. http://pubs.er.usgs.gov/browse/usgs-publications/WSP/1921. 1929 The Mohave Desert Region, California: A Geographic, Geologic, and Hydrologic Reconnaissance. United States Geological Survey Water Supply Paper 578. United States Department of the Interior, USGS, United States Govt. Printing Office, Washington, D.C.

U. S. Geological Survey
1956 Daggett 15’ topographic quadrangle. Aerial photographs taken in 1951. Electronic document accessed in September 2013. http://geonames.usgs.gov/pls/topomaps/f?p=262:1:4260253393782156. 1971a Daggett California Topographic Map. 15-minute series. US Geological Survey, Washington DC. 1971b Minneola California Topographic Map. 15-minute series. US Geological Survey, Washington DC. 1982 Hector California Topographic Map. 15-minute series. US Geological Survey, Washington DC.

Toulouse, J.
1971 Bottle Makers and Their Marks. Thomas Nelson Inc., New York.

Wedding
2001. Site record for CA-SBR-2910H. On file at the San Bernardino Information Center, San Bernardino, California.

Windmiller, J.
2007 “C” Block, California’s Right of Way Markers, Used on State Routes from 1914 to 1934. Electronic document accessed December 2012. http://www.goldenstatehwys.net/state/c_block_california.htm.

State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial CA-SBR-2910 (Update)

Page 42 of 63 ends

*Recorded by: T. Schneider, T. Fuerstenberg, D. Thomas *Date: 5/17/2013, 5/22/2013 _ Continuation 7 Update S. Pacheco, K. Lauko, N. Cox, A. Bailey 6/3 & 5/2014, 10/26-27/2014 J. Lente
DPR 523L (1/95) *Required information
A16. Photographs (Continued)
Segment 2: Camera B, Frames 4427-4438; Locus A: Camera C, Frames 4102-4115; Locus B: Camera D, Frames 1993-2001, 2034-2050, and 2055-2059; Locus C: Camera D, Frames 2060-2067; Locus D: Camera Kodak #3, Frames 608-634; Locus E:

A16. Photographs (Continued)
Camera D 2089-2101; Locus F: Camera Kodak #3, Frames 1-18; Locus G: Camera D: 2102-2116; Locus H: Kodak #3, Frames 652-748, 767-784. Original Media/Negatives Kept at: Pacific Legacy, Inc., 44702 10th Street West, Lancaster, CA 93534 Segment 1 L3. Description (Continued)
The road is a two-lane highway with modern paint denoting the white lines and dashed yellow centerline. The recorded road segment is 1.3 miles long, continues to the west and east beyond the survey corridor, and is 52 ft. 8 in. wide including the shoulders. The shoulders are composed of sand and gravel and are each approximately 14 ft. wide and 5 ft. deep with a slope of 20°. There are also 1 ft. tall dirt berms along either side of the highway at the bottom of these shoulders. The road has an eastern (A12116B) and a western (A12105B) wooden stringer bridge that act as culverts.

Segment 1 L5. Associated Resources (Continued)
Caltrans Highway Markers
The first of the two Caltrans highway markers is near the eastern edge of Can Scatter #1 and 99.5 ft. south of the Route-66 centerline. It is 5 ¾ in. wide x 5 ¾ in. thick and 1 ft. above the ground surface. The second marker is near Can Scatter #2 and 25 ft. north of the northern berm of Route-66. It is 5 ¾ in. wide x 5 ¾ in. thick and 8 in. above the ground surface. Both markers have large “C”s in relief that face the highway.

Segment 1 L7. Integrity Considerations (Continued)
The road is well maintained by modern machinery and is still used by recreational and commercial traffic. It continues to function as transportation through the Mojave Desert within this segment by Daggett residents, recreational drivers, and commercial vehicles. It is in fair to poor condition with approximately 95% of the road segment moderately impacted by road maintenance, erosion, bioturbation, and modern trash dumping.

Segment 1 L9. Remarks (Continued)
National Old Trails Road/ US Route-66 was the first major highway route passing through the Mojave River region. Laid out by 1914, it connected the eastern part of the U.S. and northern Arizona to Los Angeles by way of Needles, Barstow, and Cajon Pass.

In 1921, National Old Trails Road/ US Route-66 was also described as “the main artery of travel of the desert area of San Bernardino County” (Thompson 1921:118)
An accompanying 1921 photograph of National Old Trails Road near Newberry Springs demonstrates that it was an unpaved twotrack road at that time (Thompson 1921: Plate XV). In 1922, the National Old Trails Road/ US Route-66 was realigned from Hesperia to a point four miles to the west, creating economic difficulties for the town (Bischoff 2005:122-123). As of 1925, the highway had been paved from San Bernardino through Cajon Pass to Victorville, although the ascent through Cajon Pass remained hazardous.

At this time, the Victorville-Barstow section of the highway was still graveled, though it was soon paved. Finally, in preparation for the 1932 Olympics in Los Angeles, the entire highway in California was paved (Earle 2012:38). In November 1926, the National Old Trails Road was re-designated U.S. Route-66 which became part of the first nationally designated highway system and one of the 13 original U.S. Highways designated in California (Roland et al. 2011:E1). U.S. Route-66 improvements and innovations during the 1920s-1930s for the Mojave region included building timber-stringer bridges between Daggett and Topock, straightening road sections, and re-engineering roadbeds between Barstow and Needles to address sand drift (Roland et al. 2011:E17).

The California portion of U.S. Route-66 is listed on the NRHP under Criteria A and C. It meets Criterion A for its contribution to the pattern of commercial development seen in auto and tourism businesses due to their close proximity to U.S. Highway 66 (Roland et al. 2011:E2). The highway is listed on the NRHP for the contributions it made to Entertainment and Recreation by facilitating the growth and development of destinations of entertainment and recreation. The highway also is listed for its role as a migratory route that allowed large population shifts from other parts of the country to Southern California during the Depression and World War II periods, which affected regional settlement, development and growth patterns (Roland et al. 2011:E2). The highway is also listed under Criterion C (Architecture) for possessing high artistic value and as a representative example of important trends in twentieth century transportation development and design including constructing the first four-lane divided highway segments and freeways (Roland et al. 2011:E1). The period of significance for U.S. Highway 66 is 1926-1974.

State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial CA-SBR-2910 (Update)

Page 43 of 63 ends

*Recorded by: T. Schneider, T. Fuerstenberg, D. Thomas *Date: 5/17/2013, 5/22/2013 _ Continuation 7 Update S. Pacheco, K. Lauko, N. Cox, A. Bailey 6/3 & 5/2014, 10/26-27/2014 J. Lente
DPR 523L (1/95) *Required information
Segment 1 L9. Remarks (Continued)
A comparison of the 1916 National Old Trails Road guide book with the 1956 Daggett topographic map (surveyed in 1952) suggests that the route was altered over time (Automobile Club of Southern California 1916: Map 5; USGS 1956). In 1916, National Old Trails Road crossed the AT&SF Railroad tracks and ran along the north side of the tracks through the towns of Daggett and Minneola. This alignment through the towns remained present on maps until ca. 1930-1932 (Krammerer 1925; Thomas Brothers 1932; Thompson 1929). The route did not change during the 1926 re-designation of the state road to U.S.

Route status, but may have altered about the time the road was first paved. The 1932 and 1952 maps of U.S. Route-66 follow its current alignment on the south side of the tracks (Thomas Brothers 1932, USGS 1956).

Hewes (1942:61) illustrated the California state road standard for 1933 as consisting of a 22-25 ft. wide roadbed crown with 12-16- ft. wide sloping shoulders and a berm to direct drainage flow along the road edge. The shoulder was shown at a 6:1 slope and the crown raised approximately 2 ft. above the drainage base. The P-36-002910 road Segment 1 is consistent with these dimensions and design, suggesting a 1930s date for Segment 1.

Segment 2 L6. Setting (Continued)
The Cady Mountains are highly visible to the north and northeast, and the Popman Mountains and Sunshine Peak are visible to the south and southwest. A railroad is oriented parallel to and north of the road segment. Segment 2 is located within a creosote, saltbush shrub, and tamarisk tree vegetation communities and lies within a flood zones within the greater alluvial plain. Soils are basin infill alluvium with tan sand, copious volcanic gravels, and cemented clay surfaces in areas subject to flooding. The slope ranges from 0-5°. Aspect is to the north/northeast. Exposure is 90% and visibility is 80%. There are numerous small undulations through the area, especially near the sand dunes with varying small aspects.

Segment 2 L7. Integrity Considerations (Continued)
The road is no longer maintained and has been damaged by alluvial erosion, intermittent floods, aeolian mounding, modern vehicle and OHV use, bioturbation, vegetation growth, and modern metal trash from the adjacent railroad. Portions of this segment were recorded by URS Corporation (McClean 2008) as five segments of remnants of a batched, mixed oil road, and only designated as segments if the asphalt/batched oil road was still present. It was described as being in poor condition and as noncontributing elements of the highway as they retain little historic period integrity (McLean 2008). Almost the entirety of Segment 2 was recorded by LSA and Associates (Belcourt 2011) in 2011 and described as a batched mixed oil road in moderate condition that is mostly eroded but retains its overall aesthetic, and identified four features, only one of which—a historic period hearth—was relocated during this current recording inventory as Locus G. Portions of Segment 2 recorded by McClean (2008) were described as fragmented and in generally poor condition; they retain little historical integrity and are non-contributing elements to the overall historic period significance of P-36-002910. Belcourt (2011) recorded nearly the entirety of the current length of Segment 2 and described the condition as moderate, adding that most of the road’s surface had eroded but the overall aesthetic remained.

Segment 2 L9. Remarks (Continued)
Segment 2 is a remnant of the original 1914 National Old Trails Road. It was designated as US Route-66 in 1926 but was largely abandoned in the 1930s in favor of an alternate route to the south, which is the current alignment of historic period US Route-66, which is updated and documented as Segment 1 in this recording effort. In 1921 Segment 2 of the National Old Trails Road was described as the main artery of desert travel in San Bernardino, California (Thompson 1921: 18). Photographs from the early 1920s depict the road as an unpaved two-track (Thompson 1921: Plate XV). During the 1920s travelling by automobile was a new adventure for most Americans, and by the late 1920s most of this segment of the National Trails Old Road was widened and oiled or surfaced with gravel. However, the alternative southern route was probably chosen in the 1920s because in the early days this original segment (Segment 2) was notorious for its poor condition and was full of ruts and holes; it was narrow with no shoulders, and since it followed the natural topography in the area it was subject to erosion. Although testate of California designated it a public highway in 1919, the state took no responsibility for it and the County of San Bernardino was responsible for maintaining the road from Barstow to Needles until 1926 when the American Association for State Highway Transportation designated the National Old Trails Road in Mojave Desert as US Route-66. It is likely that by the time it was maintained and improved, people had already begin to favor the route to the south (a portion of which is discussed in this recording effort as Segment 1). That southern alternate route was chosen in the 1930s as the official alignment of National Old Trails Road/ US Route-66 and this original segment (Segment 2) was largely abandoned (Bischoff 2005, Hathaway 2001, Scott and Kelly 1981).

State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial CA-SBR-2910H (Update)

Page 44 of 63 ends

*Recorded by: Pacific Legacy, Inc. *Date: 2013-2014 _ Continuation † Update DPR 523L (1/95) *Required information
Photograph No. Camera D, Frame 5214
Direction: North
Date Taken: 5/17/2013
Description: Overview of western culvert
(A12105B) at Mile Marker 8 with crew.

Photograph No. Camera D, Frame 5239
Direction: Northwest
Date Taken: 5/17/2013
Description: Overview of eastern culvert
(A12116B) at east end of recorded section
of highway for site update.

State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial CA-SBR-2910H (Update)

Page 45 of 63 ends

*Recorded by: Pacific Legacy, Inc. *Date: 2013-2014 _ Continuation † Update DPR 523L (1/95) *Required information
Photograph No. Camera C, Frame 5528
Direction: Northeast
Date Taken: 6/4/2014
Description: Overview from west side of
Can Scatter #1 by National Old Trails
Highway/ Route-66.

Photograph No. Camera A, Frame 6473
Direction: South
Date Taken: 6/5/2014
Description: Overview of Feature #1
geoglyph within Can Scatter #1.

State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial CA-SBR-2910H (Update)

Page 46 of 63 ends

*Recorded by: Pacific Legacy, Inc. *Date: 2013-2014 _ Continuation † Update DPR 523L (1/95) *Required information
Photograph No. Camera D, Frame 5421
Direction: East
Date Taken: 5/22/2013
Description: Overview of Can Scatter
#2.

Photograph No. Camera A, Frame 7594
Direction: Southeast
Date Taken: 6/26/2014
Description: Can Scatter #3 with Gale
Substation in the background with Old
Trails National Highway on the south side.

State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial CA-SBR-2910H (Update)

Page 47 of 63 ends

*Recorded by: Pacific Legacy, Inc. *Date: 2013-2014 _ Continuation † Update DPR 523L (1/95) *Required information
Photograph No. Camera D, Frame 5444
Direction: North
Date Taken: 5/22/2013
Description: Overview of A12116B with
“C” block marker in foreground, Route-66,
and Coolwater power plant in background.

Photograph No. Camera D, Frame 5437
Direction: Detail
Date Taken: 5/22/2013
Description: Close-up of “C” block
marker with scale.

State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial CA-SBR-2910H (Update)

Page 48 of 63 ends

*Recorded by: Pacific Legacy, Inc. *Date: 2013-2014 _ Continuation † Update DPR 523L (1/95) *Required information
Photograph No. Camera C, Frame 4102
Direction: Northeast
Date Taken: 10/27/2014
Description: Overview of Locus A with
train tracks in background.

Photograph No. Camera C, Frame 4112
Direction: Plan
Date Taken: 10/27/2014
Description: Partial rock ring feature in
Locus A.

State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial CA-SBR-2910H (Update)

Page 49 of 63 ends

*Recorded by: Pacific Legacy, Inc. *Date: 2013-2014 _ Continuation † Update DPR 523L (1/95) *Required information
Photograph No. Camera D, Frame 1993
Direction: North
Date Taken: 10/25/2014
Description: Locus B overview of both
rock features.

Photograph No. Camera D, Frame 2055
Direction: Plan
Date Taken: 10/25/2014
Description: Close-up of Coca-Cola Can
in Locus B, Segment 2.

State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial CA-SBR-2910H (Update)

Page 50 of 63 ends

*Recorded by: Pacific Legacy, Inc. *Date: 2013-2014 _ Continuation † Update DPR 523L (1/95) *Required information
Photograph No. Camera D, Frame 2060
Direction: West
Date Taken: 10/25/2014
Description: Locus C Overview.

Photograph No. Camera D, Frame 2064
Direction: Plan
Date Taken: 10/25/2014
Description: Plan view of Feature 1,
Locus C.

State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial CA-SBR-2910H (Update)

Page 51 of 63 ends

*Recorded by: Pacific Legacy, Inc. *Date: 2013-2014 _ Continuation † Update DPR 523L (1/95) *Required information
Photograph No. Camera Kodak #3,
Frame 633
Direction: West
Date Taken: 10/26/2014
Description:

Locus D Overview.

Photograph No. Camera Kodak #3,
Frame 608
Direction: North
Date Taken: 10/26/2014
Description: Locus D rock ring feature.

State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial CA-SBR-2910H (Update)

Page 52 of 63 ends

*Recorded by: Pacific Legacy, Inc. *Date: 2013-2014 _ Continuation † Update DPR 523L (1/95) *Required information
Photograph No. Camera D, Frame 2100
Direction: South
Date Taken: 10/27/2014
Description: Overview from National Old
Trails Highway/ Route-66 in front of Locus
E rock ring feature.

Photograph No. Camera D, Frame 2089
Direction: Plan
Date Taken: 10/27/2014
Description: Plan view of rock ring with
rebar in ring.

State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial CA-SBR-2910H (Update)

Page 53 of 63 ends

*Recorded by: Pacific Legacy, Inc. *Date: 2013-2014 _ Continuation † Update DPR 523L (1/95) *Required information
Photograph No. Camera Kodak #3,
Frame 751
Direction: North
Date Taken: 10/29/2014
Description: Overview of the Locus F
rock ring, crew, truck, and Santa Fe
Railroad in background.

Photograph No. Camera Kodak #3,
Frame 760
Direction: Plan
Date Taken: 10/27/2014
Description: Plan view of Locus F, a
rock ring.

State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial CA-SBR-2910H (Update)

Page 54 of 63 ends

*Recorded by: Pacific Legacy, Inc. *Date: 2013-2014 _ Continuation † Update DPR 523L (1/95) *Required information
Photograph No. Camera Kodak #3,
Frame 674
Direction: Plan
Date Taken: 10/27/2014
Description: Locus H Artifact 1 UPPT
rusted can.

Photograph No. Camera Kodak #3,
Frame 675
Direction: Plan
Date Taken: 10/27/2014
Description: Locus H Artifact 2 churchkey can.

State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial CA-SBR-2910H (Update)

Page 55 of 63 ends

*Recorded by: Pacific Legacy, Inc. *Date: 2013-2014 _ Continuation † Update DPR 523L (1/95) *Required information
Photograph No. Camera Kodak #3,
Frame 677
Direction: Detail view
Date Taken: 10/28/2014
Description: Locus H Artifact 3 Bottle
base “20 [OI in diamond] 50.”
Photograph No. Camera Kodak #3,
Frame 676
Direction: Detail view
Date Taken: 10/27/2014
Description: Locus H Artifact 4 bottle
base.

State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial CA-SBR-2910H (Update)

Page 56 of 63 ends

*Recorded by: Pacific Legacy, Inc. *Date: 2013-2014 _ Continuation † Update DPR 523L (1/95) *Required information
Photograph No. Camera Kodak #3,
Frame 726
Direction: Detail view
Date Taken: 10/28/2014
Description: Locus H Artifact 5 bottle
base.

Photograph No. Camera Kodak #3,
Frame 767
Direction: North
Date Taken: 10/29/2014
Description: Overview of refuse deposit
(southeast) of Locus H.

State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial CA-SBR-2910H (Update)

Page 57 of 63 ends

*Recorded by: Pacific Legacy, Inc. *Date: 2013-2014 _ Continuation † Update DPR 523L (1/95) *Required information
Photograph No. Camera Kodak #3,
Frame 665
Direction: West
Date Taken: 10/27/2014
Description: Locus H Feature 1
overview of collapsed stone building with
trucks on National Old Trails Highway/
Route-66.

Photograph No. Camera Kodak #3,
Frame 669
Direction: Plan
Date Taken: 10/27/2014
Description: Interior of collapsed stone
building Feature 1.

State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial CA-SBR-2910H (Update)

Page 58 of 63 ends

*Recorded by: Pacific Legacy, Inc. *Date: 2013-2014 _ Continuation † Update DPR 523L (1/95) *Required information
Photograph No. Camera Kodak #3,
Frame 683
Direction: North
Date Taken: 10/28/2014
Description: Locus H Feature 2 rock
ring overview, railroad in background, crew
truck at National Old Trails Highway/
Route-66.

Photograph No. Camera Kodak #3,
Frame 685
Direction: West
Date Taken: 10/28/2014
Description: Locus H Feature 2 rock ring,
A4 visible with striped flagging, crew
member for scale.

State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial CA-SBR-2910H (Update)

Page 59 of 63 ends

*Recorded by: Pacific Legacy, Inc. *Date: 2013-2014 _ Continuation † Update DPR 523L (1/95) *Required information
Photograph No. Camera Kodak #3,
Frame 691
Direction: North
Date Taken: 10/28/2014
Description: Locus H Feature 3
overview of concrete foundation with
railroad in background and crew.

Photograph No. Camera Kodak #3,
Frame 693
Direction: East
Date Taken: 10/20/2014
Description: Locus H Feature 3
overview of concrete foundation.

State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial CA-SBR-2910H (Update)

Page 60 of 63 ends

*Recorded by: Pacific Legacy, Inc. *Date: 2013-2014 _ Continuation † Update DPR 523L (1/95) *Required information
Photograph No. Camera Kodak #3,
Frame 700
Direction: North
Date Taken: 10/28/2014
Description: Locus H Feature 4
overview of structural remains with truck in
background at National Old Trails
Highway/ Route-66.

Photograph No. Camera Kodak #3,
Frame 695
Direction: Plan
Date Taken: 10/28/2014
Description: Locus H Feature 4
structural remains.

State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial CA-SBR-2910H (Update)

Page 61 of 63 ends

*Recorded by: Pacific Legacy, Inc. *Date: 2013-2014 _ Continuation † Update DPR 523L (1/95) *Required information
Photograph No. Camera Kodak #3,
Frame 710
Direction: West
Date Taken: 10/28/2014
Description: Locus H overview of
Feature 5 structural remains.

Photograph No. Camera Kodak #3,
Frame 704
Direction: Plan
Date Taken: 10/28/2014
Description: Locus H Feature 5
structural remains.

State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial CA-SBR-2910H (Update)

Page 62 of 63 ends

*Recorded by: Pacific Legacy, Inc. *Date: 2013-2014 _ Continuation † Update DPR 523L (1/95) *Required information
Photograph No. Camera Kodak #3,
Frame 712
Direction: East
Date Taken: 10/28/2014
Description: Locus H Feature 6 close
overview of structural remains with one
foundation at foreground and crew in
background at other foundation.

Photograph No. Camera Kodak #3,
Frame 722
Direction: South
Date Taken: 10/28/2014
Description: Locus H Feature 6 in
foreground, Feature 5 with blue and pink
flagging, and crew at Feature 4.

State of California  The Resources Agency Primary # P-36-002910 (Update) DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial CA-SBR-2910H (Update)

Page 63 of 63 ends

*Recorded by: Pacific Legacy, Inc. *Date: 2013-2014 _ Continuation † Update DPR 523L (1/95) *Required information
Photograph No. Camera Kodak #3,
Frame 735
Direction: 10/28/2014
Date Taken: East
Description: Locus H Feature 7
structural remains.

Photograph No. Camera Kodak #3,
Frame 731
Direction: East
Date Taken: 10/28/2014
Description: Locus H Feature 7
structural remains.

State of California  The Resources Agency Primary # 36-2910 UPDATE DEPARTMENT OF PARKS AND RECREATION HRI #
PRIMARY RECORD Trinomial CA-SBR-2910 H
NRHP Status Code 2S2
Other Listings
Review Code Reviewer Date

Page 1 of 5 ends

DPR 523A (1/95) *Required Information
P1. Other Identifier: National Old Trails Highway / Route 66 *P2. Location: ; Not for Publication † Unrestricted *a. County: San Bernardino and
*b. USGS 7.5' Quad: Minneola Date: 1971 T9N R1E; NW¼ of NW¼ of Sec 25; S.B.B.M. c. Address: N/A City: N/A Zip: N/A
d. UTM: Zone: 11 S; East: 514943 mE/ 3856385 mN (G.P.S.) West: 514853 mE/ 3856374 mN (G.P.S.) NAD 83 e. Other Locational Data: Elevation: 2080 feet AMSL
From Barstow, California travel eastbound on Interstate 40 toward Needles. Exit A Street turning north (left) and continue toward the town of Daggett. Turn east-southeast (right) onto National Trails Highway. Drive for approximately 3.0 miles to reach the western terminus of the updated segment. This portion lies under eastern-most line of the LADWP Boulder Transmission lines (P36-7694). *P3a. Description: This record serves as an update to a segment of the previously recorded resource, National Old Trails Highway, between Camp Rock Road and Hidden Spring Road. At this location the historic route intersects the AT&T Fiber Optic Replacement Project’s area of potential effect (APE).

The National Old Trails Highway/ Route 66 was first recorded in 1977 by P. Gallegos. In this record, he describes the western portions of the highway as one of the earliest trans-continental routes in the United States. Unpaved portions were first built between 1911 and 1914. These original roads paralleled the trails used by prehistoric and historic travelers crossing from the Colorado River Basin into California. By the time Gallegos recorded the site between Newberry and Essex California, re-alignments to the road had been constructed including Interstate 40. I-40 specifically was built along the same route and paralleling the National Old Trails Highway.

Portions of the National Old Trails Highway/ Route 66 have been updated 30 times since first recorded by Gallegos (refer to previous site updates). Only one previously recorded portion covered the segment of the route being updated within this record.

This portion of the highway was last recorded in 2003 by J. R. Wedding in association with the Henry Reid Center. The segment was noted as lying north of and paralleling Interstate 40 as a two lane, paved highway. No concerns over integrity were raised as this portion of the highway was still in use and actively maintained.

B. Bartram and B. Texier or Chambers Group, Inc. visited the segment of the Old National Trails Highway between Camp Rock Road and Hidden Spring Road that lies within the project APE on December 14, 2012. The resource was observed in the same condition as the 2003 recording. No significant changes have been made to the route and it remains in use to the public. No historic-period artifacts were observed within the updated segment. *P3b. Resource Attributes: AH16. Other (Linear Feature) *P4. Resources Present: †Building †Structure †Object ;Site †District †Element of District †Other (Isolates, etc.) P5b. Description of Photo:

Overview of the Road facing east
Photo 371 (12/14/2012)
*P6. Date Constructed/Age and
Sources: ;Historic
†Prehistoric †Both
*P7. Owner and Address:

Unclassified lands
*P8. Recorded by: B. Bartram and B.

Texier
Chambers Group, Inc.
5 Hutton Center Drive, Suite 750
Santa Ana, CA 92707
*P9. Date Recorded: 12/14/2012
*P10. Survey Type: Class III Intensive
Pedestrian Survey
State of California  The Resources Agency Primary # 36-2910 UPDATE DEPARTMENT OF PARKS AND RECREATION Trinomial CA-SBR-2910 H

PRIMARY RECORD

Page 2 of 5 ends

DPR 523A (1/95) *Required Information
*P11. Report Citation:

Chambers Group, Inc.
2013 A Class III Cultural Resources Inventory: AT&T Fiber Optic Cable Maintenance Project, Halloran Summit Road to Slash X Ranch Segment, San Bernardino County, California. *Attachments: †NONE ;Location Map †Sketch Map †Continuation Sheet †Building, Structure, and Object Record †Archaeological Record †District Record ;Linear Feature Record †Milling Station Record †Rock Art Record †Artifact Record ;Photograph Record † Other (List):

State of California  The Resources Agency Primary # 36-2910 UPDATE DEPARTMENT OF PARKS AND RECREATION Trinomial CA-SBR-2910 H

LINEAR FEATURE RECORD

Page 3 of 5 ends

DPR 523E (1/95) *Required Information
L1. Historic and/or Common Name: National Old Trails Highway / Route 66 L2a. Portion Described: † Entire Resource ; Segment † Point Observation Designation:
b. Location of point or segment: The location of this segment of the resource falls between Camp Rock Road and Hidden Springs Road. This portion lies under the eastern-most line of the LADWP Boulder Transmission lines (P-36-7694).

East end: 514943 mE/ 3856385 mN West end: 514853 mE/ 3856374 mN

L3. Description: Western portions of the National Old Trails Highway were opened between 1911 and 1914. The general route followed a Mojave Desert trade and travel route from the Colorado River to the California coast. The route was expanded between Los Angeles and Chicago by the 1920s; it was given the official designation as U.S. Route 66 in the summer of 1926. Route 66 was one of –if not the—most prominent east-west highways until the 1950s. Popularity of this route began to decline with the development of newer and more direct Interstates and highways. Today the route is listed on the National Registry of Historic Places and is designated State of California Historic Landmark number 781.

This segment of the historic linear feature, updated by Chambers Group archaeologists, is a paved, two-lane highway trending east-west. At this point, it lies approximately 0.4 miles north of I-40, between Camp Rock Road and Hidden Springs Road.

This highway is currently in use and is well maintained.

L4. Dimensions:
a. Top Width: 50 feet (including dirt shoulder)
b. Bottom Width: 50 feet (including shoulder)
c. Height or Depth: N/A
d. Length of Segment: 217 feet
L5. Associated Resources: No associated historic-period structures or artifacts were observed in this updated segment. This portion of the resource does fall directly under the easternmost line of the LADWP Boulder Transmission Lines (P-36-7694) but does not appear associated with the feature.

L6. Setting: The site is located on an alluvial fan 3.0 miles south of the Mojave River (dry). The surrounding area is characterized by sandy soils with patches poorly developed desert pavement. Vegetation consists of the Creosote Bush Community primarily consisting of creosote (Larrea tridentata), burrobush (Hymenoclea salsola), bursage (Ambrosia dumosa), and the occasional pencil cholla (Cylindropuntia ramosissima). The area surrounding the road is fairly developed with few remnants of farming plats and houses, but none significantly historic.

L7. Integrity Considerations: The current highway does not exhibit any attributes indicating its history as an early 20th century transportation route. It can be assumed that the original structural design of the route has been destroyed during subsequent construction and maintenance activities as the National Trail Highway/ Route 66 evolved over the years.

L8b. Description of Photo, Map, or
Drawing: Overview of AT&T fiber optic
crossing the highway, facing southsoutheast
Photo 369 (12/14/2012)
L9. Remarks: None.

L10. Form Prepared by:

K. Crosmer
Chambers Group, Inc.
5 Hutton Center Drive, Suite 750
Santa Ana, CA 92707
L11. Date: 3/26/2013
References:

Wedding, J. D.
2003 36-2910 Site Update.

On file at the Archaeological Information
Center, San Bernardino County
Museum. Redlands, California.

L4e. Sketch of Cross-Section (include scale) Facing:

Copyright:© 2013 National Geographic Society, i-cubed
State of California ⎯ The Resources Agency Primary # 36-002910 DEPARTMENT OF PARKS AND RECREATION HRI#
LOCATION MAP Trinomial CA-SBR-2910H

Page 4 of 5 ends

*Map Name: Minneola *Scale: 1:24,000 *Date of Map: 1971 DPR 523J (1/95) *Required information
O 0 1,000 2,000 3,000 4,000
Feet
0 400 800 1,200 1,600
Meters
NEBO
YERMO

DAGGETT
TOW

MINNEOLA
TOW
E

HARVARD
HILL
ORD

MOUNTAIN
M
ARD
LL
CAMP
ROCK
MINE

NEWBERRY

SPRINGS
WEST
ORD

MOUNTAIN
W
36-002910
State of California  The Resources Agency Primary # 36-2910 UPDATE DEPARTMENT OF PARKS AND RECREATION Trinomial CA-SBR-2910 H

PHOTOGRAPH RECORD

Page 5 of 5 ends

DPR 523J (1/95) *Required Information
Camera Format: Digital Photo Log: 20463-BB-36-2910H_14-12-2012 Film Type: Digital Negatives Kept at: Chamber Group, Inc. Santa Ana, CA Mo. Day Exp./Frame Subject/Description View Toward
12 14 368 Overview of updated highway segment South
12 14 369 Overview of updated highway segment South-southeast 12 14 371 Overview of updated highway segment East

'35/


 5HTXLUHGLQIRUPDWLRQLVEROG
State of California — The Resources Agency

DEPARTMENT OF PARKS AND RECREATION

CONTINUATION SHEET
Primary #: P-36-002910 UPDATE
HRS#:

Trinomial: CA-SBR-2910H UPDATE

Page 1 of 2 ends

Recorded by: ICF International Date: 10/16/2011 ڧ Continuation „ Update P3a. Description: CA-SBR-2910H is the National Old Trails Highway and has been determined eligible for the National Register of Historic Places. Only a small portion of the highway was examined during the current study (see location map). The examined highway segments are modern two-lane black top and appear to follow the highway alignment as found on a 30- Minute Historic Topographic map named Barstow and dating to 1932.

P8. Recorded by:

K. Chmiel, P. Shattuck, T. Sowles, J. Dunn and R. Hoffman ICF International
9775 Businesspark Avenue, Suite 200
San Diego, CA 92131
P9. Date Recorded: 10/16/2011
P10. Survey Type: Pedestrian
P11. Report Citation: ICF International. 2013. Archaeological Survey Report for High Desert Corridor/ SR 138 Widening Project from SR 14 to SR 18. Prepared for California Department of Transportation.

CA-SBR-2910H UPDATE
State of California - The Resource Agency P-36-002910 UPDATE

DEPARTMENT OF PARKS AND RECREATION

LOCATION MAP
Primary #:

Trinomial:

Page 2 of 2 ends

Map Name: Victorville 1:24,000 1956 (Revised 1981) Scale: Date of Map:

DPR 523J (1/95) Required information is bold
0 ± 2,000
Feet
CA-SBR-2910H
(Examined Portion)
CA-SBR-2910H
(Examined Portion)
CA-SBR-2910H
(Examined Portion)

State of California  The Resources Agency Primary #: P-36-2910 DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial: CA-SBR-2910
DPR 523L (1/95) *Required information

Page 1 of 2 ends

*Recorded by: S. Jow *Date: 10/19/2010  Continuation  Update P1. Other Identifier: Natinal Old Trails Highway; U.S. Route 66 *P2. Location:  Not for Publication  Unrestricted
*a. County: San Bernardino
*b. USGS 7.5' Quad: Barstow SE Date: 1971 (photorevised 1993) T9N; R2W; SE¼ of NE¼ of Sec 18; S.BB.M. c. Address: Vicinity City: Barstow Zip: 9231
d. UTM: Zone: 11; 489206 mE/ 3858907 mN (NE point in APE) (NAD 83) 489157 mE/ 3858873 mN (Sw point in APE)
e. Other Locational Data: From Barstow head south on Interstate 15 and exit Lenwood Road. Travel west on Lenwood for approximately 2.5 miles until it intersects with Main St. CA-SBR-2910H is Main St. and it is located between Tower Ave. and Coyote Road.
*P11. Report Citation: Cultural Resources Class III Survey Report for the Proposed Mojave Solar Project and Lockhart Substation Connection & Communication Facilities, San Bernardino County, California. AECOM 2010.

CA-SBR-2910H was originally recorded in 1978 by Berg and revisted over 20 times since then. It was first ldetermined eligible for the National Register in 1990 as an early automobile transportation route across the Mojave Desert and as an early route for the historically significant U.S. Route 66.

In support of the Proposed Lockhart Substation Connection and Communication Facilities for the Mojave Solar Power Plant Project, AECOM relocated a small portion of the site during the current intensive pedestrian survey. The current project APE includes its intersection with Lenwood Road in the city of Barstow (see location map). Although this resource was determined eligible for the National Register in 1990, AECOM contends that the 200 ft paved and regularly maintained section within the APE, does not contribute to the road’s eligibile status and is not eligible for the NRHP. Furthermore, it is unlikely that pole replacement efforts would disturb this section of CA-SBR-2910.
*Attachments: NONE Location Map Sketch Map Continuation Sheet Building, Structure, and Object Record Archaeological Record District Record Linear Feature Record Milling Station Record Rock Art Record Artifact Record Photograph Record  Other (List):

B
A
R
S
T
O
W
HIN
KLEY

BARSTOW

BARSTOW SE

HINKLEY
HODGE
B
A
R
S
T
O
W
SE
H
O
D
GE
* Resource Name or # (Assigned by recorder) ___________________________________________________ * Scale:______________________ _____________ * Date of Map:

Page___of____
Primary #_____________________________________________________ HRI #________________________________________________________ LOCATION MAP Trinomial_____________________________________________________

DEPARTMENT OF PARKS AND RECREATION
State of California - The Resources Agency
1:24,000 1993
2 2
* Map Name: CA 7.5' Quad BARSTOW SE ___________________________________________________ DPR 523J (1/95) *Required Information

SITE LOCATION
1 .5 0 1 KILOMETER
1000 0 1000 3000 2000 4000 5000 6000 7000 FEET

QUADRANGLE LOCATION
1 1/2 0 1 MILE
P-36-2910























State of California — The Resources Agency Primary # 36-002910 DEPARTMENT OF PARKS AND RECREATION HRI #
PRIMARY RECORD Trinomial CA-SBR-2910H, Update
Status Code 2S2
Other Listings
Review Code Reviewer Date
*Resource Name or #: Historic U.S. Route 66

Page 1 of 6 ends

P1. Other Identifier: National Old Trails Highway / Cajon Boulevard *P2. Location: *a. County San Bernardino, CA 6 Not for Publication Unrestricted
b. USGS 7.5ƍ Quad San Bernardino North Date 1967-1988 Within an un-sectioned portion of the Muscupiabe land grant; T1N; R5W; S.B.B.M.
c. Address: City Zip
d. Zone: 11; NAD 1927 Point A: 466,360 mE / 3,782,980 mN Point B: 466,880 mE / 3,782,330 mN
e. Other Locational Data (e.g., parcel #, legal description, directions to resource, additional UTMs, etc., when appropriate): From the I-215 freeway take the Palm Avenue exit. Turn left on Palm Avenue and drive approximately

0.3 miles to the Burlington Northern Santa Fe Railroad (BNSF). As you cross over the BNSF Railroad, Route 66 (Cajon Blvd) is to the immediate southwest paralleling the railroad. *P3a. Description (Describe resource and its major elements. Include design, materials, condition, alterations, size, setting, and boundaries): The segment of Cajon Boulevard crossing the Project APE and recorded and evaluated in this record measures approximately 2,750 feet long. An eight mile long segment of Route 66 (known locally as Cajon Boulevard) between Glen Helen Parkway and Mt Vernon Avenue was examined at a reconnaissance level from the windshield of an automobile to assess the integrity of this small segment of roadway. The recorded segment is an asphalt-paved and striped two-lane highway with a graded, narrow dirt shoulder. The pavement is cracked and eroded in many places, (Continued on page 5)
*P3b. Resource Attributes (List all attributes and codes): HP 37: Highway. *P4. Resources Present:

Building 7 Structure
Object
Site
District
Element of District
Other:

P5b. Description of Photograph:

Segment of Cajon Boulevard
approaching Palm Avenue, view to the
southwest, June 10, 2010.
*P6. Date Constructed/Age and
Sources:

Prehistoric
7 Historic
Both
*P7. Owner and Address: San
Bernardino County
*P8. Recorded by (Name, affiliation,
address) M. Colleen Hamilton and Josh
Smallwood, Applied EarthWorks, Inc.,
3292 E. Florida Ave., Suite A, Hemet,
CA 92544
*P9. Date Recorded: June 2010
*P10. Survey Type: Intensive-level for
compliance with Section 106 of the
NHPA
P11. Report Citation (Provide full citation or enter “none”): Hamilton, M. Colleen, and Josh Smallwood (2010) Historical Resources Evaluation Report for the Palm Avenue Grade Separation Project, San Bernardino County, California.

Submitted to Caltrans District 8, by Applied EarthWorks, Inc., July 2010.

Attachments:

None 7 Location Map
Site Map 7 Continuation Sheet 7 Building, Structure, and Object Record

Archaeological Record
District Record 7 Linear Feature Record
Milling Station Record
Rock Art Record

Artifact Record 7 Photograph Record Other:

DPR 523A (1/95) *Required Information
P5a. Photograph or Drawing: (Photograph required for buildings, structures, and objects.) State of California — The Resources Agency Primary # 36-002910 DEPARTMENT OF PARKS AND RECREATION HRI #
BUILDING, STRUCTURE, OBJECT RECORD Trinomial CA-SBR-2910H, Update Status Code 2S2
*Resource Name or #: Historic U.S. Route 66

Page 2 of 6 ends

B1. Historic Name: U.S. Route 66 B2. Common Name: Cajon Boulevard/Historic Route 66 B3. Original Use: Highway/Road B4. Present Use: Local road B5. Architectural Style: Standard asphalt-paved two-lane roadway B6. Construction History (Construction date, alterations, and date of alterations): Various Native American trails and wagon roads preceded Route 66 during the nineteenth century, but basically followed a similar route from San Bernardino west to Los Angeles (known as the San Bernardino Road), and north through Cajon Canyon to the Mojave Desert (known as the Mojave Trail), providing an important transportation link between these areas. By the 1910s, an alignment was established that followed the same general course as that used throughout the historic period. This was an oiled dirt road at first, later to be paved and incorporated into a continuous system of highways known as the National Old Trails Road. A section of the roadway was paved from San Bernardino to the summit of Cajon Pass and opened in (Continued on page 5)
B7. Moved? _ No
Yes
Unknown Date: Original Location:

B8. Related Features:

B9a. Architect: San Bernardino County, engineering department b. Builder: San Bernardino County B10. Significance: Theme Transportation, Migration, Tourism Area: San Bernardino County south of Cajon Pass Period of Significance 1914-1972 Property Type Highway Applicable Criteria A (Discuss importance in terms of historical or architectural context as defined by theme, period, and geographic scope.

Also address integrity): While many segments of Historic U.S. Route 66 in San Bernardino County have been recorded and evaluated, the segment of Route 66 (known locally as Cajon Boulevard) within the Project APE has not been individually evaluated for historical significance under criteria of the National Register. Historic Route 66 in California was determined eligible by the OHP for listing on the NRHP in 1990 and 1998. The historical significance of Historic Route 66 lies primarily in its association with an event or pattern of events important in national, state, and local history.

U.S. Route 66 was one of the first automobile routes across the U.S., bringing with it an influx of people, goods, and ideas that enhanced the settlement and growth of the southern California region. The period of significance established for the Route 66 corridor through California is from 1914 to 1972. The period of significance for that portion with the (Continued on page 5)
B11. Additional Resource Attributes (List attributes and codes): HP 37: Highway B12. References: Bischoff, Matt C. (2005) Life in the Past Lane, The Route 66 Experience. Historic and Management Contexts for the Route 66 Corridor in California. Volume I Route 66 in the California Desert. Technical Series 86.

Statistical Research, Inc. Tucson, Arizona; Bricker, Lauren Weiss (1994) Archaeological Site Record for CA-SBR2910H, 23 August 1994; San Bernardino Sun (1916) Cost of Every Bond Road Detailed: Figures Show the Amount Spent to Date and Estimate to Finish. 16 May: 5; Thompson, David G. (1921) Routes to Desert Watering Places in the Mohave Desert Region, California. Pp 118–119. U.S. Geological Survey Water Supply Paper 490-B. United States Geological Survey, Washington, D.C.

B13. Remarks:
*B14. Evaluator: Josh Smallwood, M.A., RPA
Applied EarthWorks, Inc.
3292 E. Florida Ave., Suite A
Hemet, CA 92544
*Date of Evaluation: June 5, 2010
(Sketch Map with north arrow required.)
(See pg. 6)
(This space reserved for official comments.)
DPR 523B (1/95) *Required information
State of California — The Resources Agency Primary # 36-002910 DEPARTMENT OF PARKS AND RECREATION Trinomial CA-SBR-2910H, Update

LINEAR FEATURE RECORD
*Resource Name or #: Historic U.S. Route 66

Page 3 of 6 ends

L1. Historic and/or Common Name: U.S. Route 66 (Cajon Boulevard) L2a. Portion Described: † Entire Resource 6 Segment † Point Observation Designation:
b. Location of point or segment (Provide UTM coordinates, legal description, and any other useful locational data.

Show the area that has been field inspected on a Location Map): A: 466,360 mE / 3,782,980 mN B: 466,880 mE / 3,782,330 mN.

L3. Description (Describe construction details, materials, and artifacts found at this segment/point.

Provide plans/sections as appropriate): The segment of Cajon Boulevard crossing the Project APE and recorded and evaluated in this record measures approximately 2,750 feet long and 40 feet wide. It is an asphalt-paved and striped twolane highway with a graded, narrow dirt shoulder. The pavement is cracked and eroded in many places, and resurfaced in others. A painted highway shield emblem labeled “Historic US 66” is found on one of the lanes along this recorded segment and measures approximately six feet across. In many towns along Route 66, painted emblems have been added along portions of the roadway during the last decade, commemorating the “Mother Road” while eliminating the need for road signs often stolen by collectors.

L4. Dimensions (In feet for historic features and meters for prehistoric features):
a. Top width 40 ft
b. Bottom width N/A
c. Height or Depth N/A; at ground surface.
d. Length of Segment 2,750 feet
e. Sketch of Cross-Section N/A
L5. Associated Resources: None.

L6. Setting (Describe natural features, landscape characteristics, slope, etc., as appropriate): The adjacent countryside through which the road passes is largely rural in character and bordered by undeveloped land on one side and the AT&SF Railroad on the other, much the way it was during the historic period. Approximately one mile to the northwest, a large commercial building/warehouse is visible, as are water tanks to the north. Much like other segments of Historic Route 66, traffic has been diverted to the nearby interstate. Interstate 215, the primary thoroughfare in this part of the valley, is located approximately 1,500 feet to the east, nearly paralleling this segment of Route 66.

L7. Integrity Considerations: Overall, this segment appears to retain sufficient levels of historical integrity with regard to location, design, materials, setting, feeling, and association to relate its historical significance, and therefore, should be considered a contributing component to the significance of Historic Route 66 in San Bernardino County.

L8b. Description of Photo, Map, or
Drawing (View, scale, etc.): A painted
highway shield emblem reading “Historic U.S.
66” painted on the roadway at intervals as part
of a stenciling program piloted by the Route
66 Preservation Association in 2000 and
maintained by the County of San Bernardino.

L9. Remarks: None.

L10. Form Prepared by (Name, affiliation,
and address):

Josh Smallwood
Applied EarthWorks, Inc.
3292 E. Florida Ave., Suite A
Hemet, CA 92544
L11. Date: June 11, 2010
DPR 523E (1/95) *Required information
L8a. Photograph, Map, or Drawing:

State of California — The Resources Agency Primary # 36-002910 DEPARTMENT OF PARKS AND RECREATION Trinomial CA-SBR-2910H, Update

PHOTOGRAPH RECORD
*Resource Name or #: Historic U.S. Route 66

Page 4 of 6 ends

Temporary Number/Resource Name: Cajon Blvd (Historic Route 66) Project Name: Palm Avenue Grade Separation
Photographer: J. Smallwood
Notes: Frames 24 through 44 were taken progressively while driving south along Cajon Blvd from Glen Helen Pkwy to its convergence with North Mt. Vernon Avenue.

Image Type:
(bw) 35mm B&W film
(cp) 35mm Color Print film
(cs) 35mm Color Slide film

(df) Digital-Floppy disk 6 (dm) Digital-Memory flash card Camera Type and Model: Kodak EasyShare CX7430
Film Type and Speed: SD disk
Roll Number: Palm-3-dm
Year: 2010
Mo. Day Time
Frame/
File Name Subject/Description Facing
6 9 1100 Picture 023 Cajon Blvd south of BNSF overhead bridge. N 6 9 Picture 024 Cajon Blvd at intersection of Glen Helen Pkwy. S 6 9 Picture 025 Cajon Blvd north of BNSF overhead bridge. S 6 9 Picture 026 View of modern BNSF overhead bridge addition carrying single track. S 6 9 Picture 027 View of BNSF overhead bridge dated 1936 carrying double track. N 6 9 Picture 028 Detail of the two BNSF overhead bridges. N 6 9 Picture 029 Detail of the board-formed poured concrete bridge dated 1936. E 6 9 Picture 030 Cajon Blvd south of RR bridge w/ striped median and turn lane. S 6 9 Picture 031 Cajon Blvd w/ paved shoulders. S
6 9 Picture 032 Cajon Blvd approaching Palm Ave. S
6 9 Picture 033 Verdemont siding along AT&SF parallel to Cajon Blvd. S 6 9 Picture 034 Crossing at Palm Avenue from east side of tracks. S 6 9 Picture 035 Crossing at Palm Avenue from east side of tracks, top of track bed S 6 9 Picture 036 Crossing at Palm Ave from center of roadway. S 6 9 Picture 037 Dirt shoulders along two-lane of Cajon Blvd. S 6 9 Picture 038 Widened segment of Cajon Blvd at intersection of 5th Avenue. N 6 9 Picture 039 Widened segment of Cajon Blvd at intersection of 5th Avenue. S 6 9 Picture 040 Widened segment of Cajon Blvd at intersection of June St. N 6 9 Picture 041 Widened segment of Cajon Blvd at intersection of June St. S 6 9 Picture 042 SR 210 freeway bridge over Cajon Blvd. N 6 9 Picture 043 Mt. Vernon Ave bridge over Cajon Blvd. SE 6 9 Picture 044 Mt. Vernon Ave bridge over Cajon Blvd. SE DPR 523I (1/95) *Required information
State of California--The Resources Agency Primary # 36-002910 DEPARTMENT OF PARKS AND RECREATION HRI #
CONTINUATION SHEET Trinomial CA-SBR-2910H Update

Page 5 of 6 ends

Recorded by: M. Colleen Hamilton and Josh Smallwood *Date May/June, 2010 ¥ Continuation Update *P3a. Description (continued): and resurfaced in others. A painted highway shield emblem labeled “Historic US 66” is found on one of the lanes along this recorded segment and measures approximately six feet across. In many towns along Route 66, painted emblems have been added along portions of the roadway during the last decade, commemorating the “Mother Road” while eliminating the need for road signs often stolen by collectors. The segment of roadway parallels the BNSF Railway at this location, and the immediate area is a mix of undeveloped land and light industry, with several utilities infrastructure elements nearby, and residential development in the far off distance. Interstate 215 (I-215), the primary thoroughfare in this part of the valley, is located approximately 1,500 feet to the east, nearly paralleling this segment of Route 66. Much like other segments of this historic highway, traffic has been diverted to the nearby interstate. The site was determined eligible by the California Office of Historic Preservation (OHP) for listing on the National Register of Historic Places (NRHP) in 1990 and 1998.

B6. Construction History (continued): September of 1916. It was not until after the adoption of a nationwide highway numbering system in 1926 that this segment was signed as Route 66. The portion of Route 66 from Needles to Santa Monica, California was hard-surfaced by 1934, and by 1938, U.S. Route 66 was fully paved from Chicago to Los Angeles. Its heyday lasted until the development of a federal highway system in the late-1950s that cut off and bypassed many segments, ultimately leading to its demise. The segment through the Cajon Pass was bypassed by Interstate 15E in the late-1950s (SR 215 after 1969), and later cut off at the base of Cajon Pass by the construction of the Interstate 15/ SR 215 interchange, returning this segment of Route 66 to a local thoroughfare designated as Cajon Boulevard. Throughout the historic period, the area bordering this segment of Route 66 was primarily undeveloped land covered with chaparral, with the AT&SF railroad track running along the eastern side of the roadway. *B10. Significance (continued): APE is 1926 to 1972. This segment of Cajon Boulevard exhibits none of the early construction characteristics such as macadamized pavement. Because the highway is not associated with persons important to history, it is not considered eligible under Criterion B. Under Criteria C, it has been suggested that Route 66 would be eligible “for the way it reflects the early development of highway engineering” based on numerous aspects of roadway engineering found along the route (Bischoff 2005:154). The segment located within the APE, however, does not exhibit distinctive characteristics of a type, period, or method of construction, or other physical elements that would demonstrate its ability to meet Criteria C. While some portions of the roadway in San Bernardino County are considered archaeological remains and possibly eligible for the NRHP under Criterion D, the material elements of Historic Route 66 that are located within the Project APE do not appear eligible under Criterion D because they lack the potential to provide information important to answering established research questions.

The character of this segment of Historic Route 66 is unlike other segments through the San Bernardino Valley that are completely modernized and bordered by dense residential and commercial development. In part due to the cut-off and bypassing that has occurred, this segment has remained a two-lane asphalt paved road with dirt shoulders, bordered by the AT&SF railroad tracks and undeveloped land, much the way it may have looked during the historic period. Due to this occurrence, the roadway exhibits many of the primary character-defining roadway features that portray a historic appearance, despite the encroachment of residential, commercial, and public infrastructure during the last 50 years. At present, modern development along Interstate 215 is screened from the view of Route 66 at this location by undeveloped hillsides. Overall, this segment appears to retain sufficient levels of historical integrity with regard to location, design, materials, setting, feeling, and association to relate its historical significance, and therefore, should be considered a contributing component to the significance of Historic Route 66 in San Bernardino County.

DPR 523L (1/95) *Required information
a
b
State of Calfornia --- The Resources Agency

DEPARTMENT OF PARKS AND RECREATION

LOCATION MAP
DPR 523J (1/95)

TRUE NORTH
*Required information
SCALE 1:24,000 1 0.5 0 1
Miles
101 0.5
Kilometers
1,000 0 1,000 2,000 3,000 4,000 5,000 6,000 7,000
Feet
*Resource Name or #: U.S. Highway 66 (Route 66) *Scale: 1:24,000 Primary # P36-002910
HRI#
Trinomial CA-SBR-2910H; Update

Page 6 of 6 ends

*Map Name: Devore (1966-1988) and San Bernardino North (1967-1988), CA *Date: 2009 Devore San Bernardino North
CA-SBR-2910H

State of California — The Resources Agency Primary # P36-002910 DEPARTMENT OF PARKS AND RECREATION HRI #
PRIMARY RECORD Trinomial CA-SBR-2910H, Update
Status Code 2S2
Other Listings
Review Code Reviewer Date
*Resource Name or #: U.S. Highway 66 (Route 66)

Page 1 of 4 ends

P1. Other Identifier: National Old Trails Highway / Cajon Boulevard *P2. Location: *a. County San Bernardino, CA 6 Not for Publication Unrestricted
b. USGS 7.5ƍ Quad San Bernardino North Date 1967-1988
T 1 N; R 5 W; of unsectioned Muscupiabe Land Grant Sec; S.B.B.M. c. Address: City Zip
d. Zone: 11 a: 466364 mE / 3782979 mN b: 466644 mE / 3782622 mN (NAD 27) e. Other Locational Data (e.g., parcel #, legal description, directions to resource, additional UTMs, etc., when appropriate): From the I-215 freeway take the Palm Avenue exit. Turn left on Palm Avenue and drive approximately

0.3 miles to the Burlington Northern Santa Fe Railroad (BNSF). As you cross over the BNSF Railroad, Route 66 (Cajon Blvd) is to the immediate southwest paralleling the railroad. *P3a. Description (Describe resource and its major elements. Include design, materials, condition, alterations, size, setting, and boundaries): This segment of Route 66, known as Cajon Blvd., within the Project Study Area is in relatively good condition. A “Historic U S 66” stamp is visible on the pavement. The single-lane highway (measuring ~30 feet across) within the southeastern section of the study area seems to be maintained, with wide dirt shoulders clear of trash and the north-bound lane appears to be resurfaced with a thin layer of asphalt. The segment of road located in the northwestern portion of the study area, however, has narrower dirt shoulders littered with modern trash and debris. With the exception of the lane mentioned above, the overall condition of the pavement within the Study Area is well worn and riddled with cracks. The adjacent countyside through which the road passes is largely rural in character and hence is intact. The immediate study area consists of undeveloped land and plowed fields. Approximately one mile to the northwest, a large commercial building/warehouse is visible, as are water tanks to the immediate north (~500ft). Much like other segments of this Historic Highway, traffic has been diverted to a freeway (I-215), located less than 2,000 ft away. The site was determined eligible by the California Office of Historic Preservation (OHP) for listing on the National Register of Historic Places (NRHP) in 1990 and 1998. Approximately 1,500 feet of Route 66 falls within the current Project Study Area (1,000 feet to the northwest of Palm Avenue and 500 feet to the southeast of Palm Avenue). Only the portion within the current Project Study Area has been examined and updated. The segment within the study area retains integrity.
*P3b. Resource Attributes (List all attributes and codes): HP 37: Highway. *P4. Resources Present:

Building 6 Structure
Object
Site
District
Element of District
Other:

P5. Photograph or Drawing: (Photograph required for buildings, structures, and objects.) See photograph on next page and attached photograph record. All photographs documenting cultural resource investigations are currently being housed at Æ in Hemet, California.
*P6. Date Constructed/Age and Source: ~1909
Prehistoric 6 Historic
Both
*P7. Owner and Address: County of San Bernardino
*P8. Recorded by (Name, affiliation, address): K-Abdo-Hintzman, J. George, Applied EarthWorks, Inc., 3292 E. Florida Ave., Suite A, Hemet, CA 92544.

P9. Date Recorded: 6 May 2009
*P10. Type of Survey:

Intensive 6 Reconnaissance
Other Describe:
*P11. Report Citation (Provide full citation or enter “none”): Draft Cultural Resources Report for the Palm Avenue Grade Separation Project, San Bernardino, California. Submitted to CH2MHILL, Santa Ana, California by Applied EarthWorks, Inc. May 2009.

DPR 523A (1/95) Required Information
State of California — The Resources Agency Primary # P36-002910 DEPARTMENT OF PARKS AND RECREATION HRI #
PRIMARY RECORD Trinomial CA-SBR-2910H, Update
Status Code 2S2
*Resource Name or #: U.S. Highway 66 (Route 66)

Page 2 of 4 ends

*P11. Report Citation continued:

Bricker, Lauren Weiss (1992)
Archaeological Site Record for CA-SBR-2910H, 23 August 1994. On file, Archaeological Information Center, San Bernardino County Museum, Redlands.

Attachments:

None 6 Location Map
Site Map
Continuation Sheet
Building, Structure, and Object
Record
Archaeological Site Record
District Record
Linear Feature Record
Milling Station Record

Rock Art Record
Artifact Record 6 Photograph Record Other:

Overview of historic Route 66 stamp within the Project Study Area (view is to the northwest) Overview of Route 66 within the Project Study Area (view is to the northwest) DPR 523A (1/95) Required Information
DPR 523A (1/95) Required Information
State of California — The Resources Agency Primary # P36-002910 DEPARTMENT OF PARKS AND RECREATION Trinomial CA-SBR-2910H, Update

PHOTOGRAPH RECORD

Page 3 of 4 ends

Temporary Number/Resource Name:

Project Name: Palm Avenue Grade Separation Project Photographer: K. Abdo-Hintzman Image Type:
(bw) 35mm B&W film
(cp) 35mm Color Print film
(cs) 35mm Color Slide film

(df) Digital-Floppy disk 7 (dm) Digital-Memory flash card Camera Type and Model: Nikon Coolpix L-14 Film Type and Speed: SD disk Roll Number: Palm -1-dm Year: 2009
Mo. Day Time
Frame/
File Name Subject/Description Facing
5 6 DSCN0005 Overview northwest of Route 66 within the study area and railroad crossing.

NW
5 5
6 6
DSCN0006
DSCN0007
Overview of historic Route 66 stamp on pavement.

Overview of Route 66 within the study area.

NW
SE
a
b
State of Calfornia --- The Resources Agency

DEPARTMENT OF PARKS AND RECREATION

LOCATION MAP
DPR 523J (1/95)

TRUE NORTH
*Required information
SCALE 1:24,000 1 0.5 0 1
Miles
101 0.5
Kilometers
1,000 0 1,000 2,000 3,000 4,000 5,000 6,000 7,000
Feet
*Resource Name or #: U.S. Highway 66 (Route 66) *Scale: 1:24,000 Primary # P36-002910
HRI#
Trinomial CA-SBR-2910H; Update

Page 4 of 4 ends

*Map Name: Devore (1966-1988) and San Bernardino North (1967-1988), CA *Date: 2009 Devore San Bernardino North
CA-SBR-2910H
Project
Study Area

State of CaDifornia - The ~esoUirces Agency
DEPARTMENT Or: PARKS AND RECREATION
Prim ary # _ ._0{o -0 I tL.'-'=---:.'""'-~ _____ _
~Rl # ____ . _____ __
P~~M ARY RECORD Trinomial ___ .________________ _
NRHP Status Corie .. :4",C""l\,,-'! __ ---------- ----
Page 'I of 3
P1 . Other Identifier:

Other Listings._
Review Code
·P2. Location: Not for Publication D Unrestricted
*b. USGS 7.5 Fontana
c. Address PM 13.70. SR-66 (Foothill Boulevard)
Reviewer __ . Date
'Resource Name or #: (Assigned by recorder)
Malaga Underpass Bridge Pumping Station
(#54-0004W)
"a. County San Bernardino
Date 1967; photorevised 1980
d. UTM: (Give more than one for lorge andlor linear resources ) Zone e. Other Locational Data : (e.g., parcel #. directions to resource, elevation, etc., as appropnate) Map Reference No. 3, Map 3, Study Area Map,
·P3a. Description: (Describe resource and its major elements. Include design, materials, condition, alterations, size, setting, ond boundaries).

The Malaga Underpass Bridge Pumping Station is a utilitarian building located to the southwest of the Malaga UP Bridge on south side of SR-66. The small reinforced concrete building houses equipment to pump water from the roadway below the bridge and was constructed as part of the bridge project. The approximate S' square, reinforced concrete buifding has a flat roof of galvanized iron. A galvanized sheet iron door is located on the (S) elevation, which allows access to the pumping equipment. (See Continuation Sheet, page 3 of 3) "P3b. Resource Attributes: (List attributes and codes) ' Ancillary Building HP4 "P4. Resources Present: 0Building DStructure DObject DSite DDistrict DElement of District DOther (Isolates. etc.) .. .:..., .. -" .. ::: .
·P1 '\. Report Citation: (Cite survey report and other sources 0 1' enter "none") "P5b. Description of Photo: (View,
date, accession #)
View NE, 8(2003
*P6.Date Constructed/Age and
Sources: 0Historic
DPrehistoric DBoth
1931
·P7. Owner and Address:

State of Califomia
"P8. Recorded by: (Name. affiliation. and address)
Christie Hammond
Caltrans. District 8
San Bemadino, CA
"pg. Date Recorded
12/2003
"'P10. Survey Type (Describe)
Intensive; Compiiance with CEQA
tor state highway relinquishment
Christie Hammond , August 2003 (Revised January 2004), Historical Resources Compliance Report (HRCR) fo r Reiinquisnmenl of Segment of SR-66 to the City of Fontana ... Caltrans, District e "Attachments: Location MaD Sketch Map Continuation Sheet 0auilding, Structure. and Object Record Archaeological Record DDistrict Record D Linear ;::eature Recore DMiliing Station Record DRock Art Record DArtifact Record DPhotograph Record :J:Jther (~!st)
DPR 523A (1/95) 'Required information
DEPARTMENT OF PARKS AN D RECREATION HRI# ___ _
BU~lD~NG, STRlUJCTURE, AND OBJECT RECORD 3& - 0 (C:{ d ~ Page _ ~_ of _:? __ -NRHP Status Code __ LlCtvL __ _
*Resource Name or #- (Assigned by recorded) Malaga Underpass Bridg(~ Pumping Statior; 61 .Historic Name Malaga Underpass Bridge Pumping Station

62.Common Name:

63.0riginal Use: highwayirailroad grade separation 84.Present Use: highway/railroad grade separation '-85. Architt!ctural Style:
""B6. Construction History: (Construction Date, alterations, and dale of alterations) Constructed '1931
*67. Moved? 0No
*68. Related Features:

DYes DUnknown Date
Malaga Underpass Bridge (California Historic Bridge Inventory, iI:;4-(Xl04); sec separate !)PR form. 69a. Architect: R. R. Gies, designer (Pacific Railroad Co.) b. Builder: unknown Area: Font;ma
Period of Significance: 1931 -1957 Property Type: Bridge Applicable Criteria: Criterion A (Discuss importance in terms of historical or architectural context as defined by theme, period, and geographic scope. Also address integrity.) The Malaga Underpass Bridge Pumping Station (#54-0004W) appears eligible for listing in the National Register and the California Register as an individual property at the state level of significance under Criterion A. due to its association with the Malaga Underpass Bridge (1t54-0004) and SR-56.
(See Continuation Sheet, page 3 of 3)
*B11 . Additional Resource Attributes (List attributes and codes) "B12. References:

Caltrans, District 8 files (bridge maintenance, contracts, as-builts, plans & draWings)
Q!3lifornia Highways & Puhlic Works
Walker, Jim, "Line of the Pacific Electric-Northern & Eastern Districts ," Interurbans Special 61 (Spring 1976), 56.
"613 Remarks
See separate DPR form for the Malaga Underpass Bridge
(#54-0004)
"B14. Evaluator: Christie i lammond
°Date of Evaluation: 12/2003
(Th is space: reserved for offlcia! comments)
DDR £;23B (1 195:
(Sketch Map with north arrow reqUIred) B
State Route 66
Mahlgil UP Bridy('
PllrnpUl~ SWII01J
(I':;4·0004wj
Stilt (~ Route 66
.)
' V (Foothill Blvd)
·Requlred rniormatl on
i '
I State of California _.- The Resources Agency
I DEPARTMENT OF PARKS AND RECRE/mON

CONTINUATION PAGE
Primary# 3(0'"" 0 {;).--:J.3Cf HRI# _____ . ________ _

Page 3 of 3 ends

Pumping Station
Recorded By Christie Hammond Date: 1212003 Ii'] Continued 810. Significance (continued from page 3 of 3)
The Pacific Electric Railway c.ompany was formed in 1911 with the merger of eight interurbml railroad complUlies ill the Los Angeles area. The company operated ovcr 1.000 miles of trdck and was the largest intercity electric railway system in the United States. The PE Railway provided service from Los Angeles to San Bernardino. Rivcrsicll;, and Orange Counties. TIlc longest roule was approximately 57 miles between Los Angeles alld San Bernardino with service beginning in 1914. Overall passenger operations declined in the late 1930~ , primarily due to the popularity or [ile aUlolTlobilc ownership and business-related factor~. Operations totally ceased in 1957.

By the 1920, with the rapid development of railroad~ in the United States. there were thousands ofhighv.':Jy atl'rdde railroad crossings in urban/suhurban area~ as well as rural arcas. With more roads heill~ constmcted and more vchicics on the roads, there were more accidenL5 at railroad crossings. According to published data nver 2.200 peoplc werc killed and ovcr six thousarld injured at grade crossing in the United Slates bet wcen 1918 and 1923. As more deaths occurred at grade crossings, the need for grade separation for railroads and hi~hways became an important issue. The elimination of these "ul!ath tmps·' made grade-separarion projects. a priorilY hy the early 1930s at both the nal.ional and Slal~ levels.
lip to this time, the railroads would have assumed the responsibility for constructing raiiroad crossmgs at gmd::
or ut separated grades, dCp'~nding on the lopography. With more highways crossing railroad tracks, funding for grade separation salety projects werc often jointly funded by state highway departments and the railroads. Between 1929 arid 1931, two overhead rossin~ railroad bridges were constructed at grade railroad crossing 011 the heavily traveled U.S .

Highway Ml (SR·9) in lJplaJld mid near Fontana, the East Upland Undcrpa!;, Bridge (19:29) and Malaga Underpass Bridge;:
(193 I). I The Mala~a Underpass Bridge was a joint construction projcct for the Slale of California. Depanment of Puhlic Works. Division or HI~hways and the Pacific Electric Ruilwuy Company . The state desil.!lled tbe substructure ami the railroad designed the steel girder overhead hridge. In 1935 . lhc j:cdcraJ Emerl'ency Relief Appropriation Act of 1935 provided Calit(lmia WJlh funds I'lli' 6l; project$ to elll11inutc the bazards at railroad graUl' crossmg~.

The Malaga Underpass Bridge PU!I1Ptnl! Station (#54-0004W) retatlls a lligb dcgre(' of historic integrity of location. uesign. wOl'kmanship .• md f('eling from its period of significance . This ;m~illary stnJcture to the Maiag:;:

Underpass Bridge retains the original location and relationship wthe bridg (~ and ROlile 66. Tht: design and workmanship or lhe )lurnpil1£ Slat ion arc still evident from liS period or constmction (1931). The pumping machinery housed 111 the structure has heen upgraded over tht' years in order to mu.intain the funclioll of the pumping stall on 10 reml.lvr water from the roadhed beneath the bridgc. There are no il1dic;mion~ lhattherc have h:~en allerUliom 10 thc structure .

The hlstorir Int.e~rity of setlm::, and association or the Mala~a Underpass Bridge Pumping Station is .,ji;dlti y less due t(. minor changes lilal hav!.' ocrurred in tilt' gt!neml arca since thc pe riod of significance. 'Ille )lulllping staUOIl r('trlln~ ils rclation.~hip and fUllction to the underpass hnd~e . The' underp;l~s hridge ancl pUlllniJl!:! station were constructed as ;, joillt pro,lGct for the I'acilic Eleclri(; Railwa~' c.omnany and thl' Californ ia Dcnanmenl of Pubiil· Works. Division lIf' Ilighwul's alld tile unde rpass bndf!c climinated the safcIY hazard. lTCal~t! by trarr,(' on SR··6(. CroSSIlI~! ra iil'llad tracks ai £jatie k\'c~
Jn conc:iusioll . the Mala;!" I indc'"p<lss Bridge I'umjlllll' Station n'lalllS a high (icf!rcc of 11lS:oric Im('!!ritv or iocal1m:. deS:);II. WOrhIlIJIISlllp. selllfl~. fcd lll~. alll! ;!~SOCial tlll. The 1I1l(:crpass hrlfj~~ allti <!s ~(lc ia lct! pUllliJillS Stalio:: oj II", :;lil ro:HI ~:':ld(' seJ1 ~rati{) 1l rcpr!~senl <In t:xc~11c1li CX<lIllPIt' of' LiIL' r. ;nI() n\V ld ~ progr;t111 illl li:lwd :il ti1~ iatc 1<)20, tl ' ei :n1I!'::.Hc til:.' s'lkl~' ilaZ~~ ld o:"aulOlllobik aDd lill(..:k llan\(o. C10:-. .... l!l~ !~!ilr(lud trac~-" at hi h\\'a ) .!2r:uil' Due i ll 1:.":
i1'iS""""I)(lIl wnh Ill(' Mahu:u {.nlil'rp:!ss Brid~ !.' a!ld R()~lIc ()(l. !IIe Ma:aga lilld~f1l::s, Brid~(' P~l:lIPIJli; Siil!IU'; :t:)p~:lI'.' I L' lg:lili~' {~:. illdl\'i du aJ hSllJl~ i i : ~!l'.: ,'\1RHP il\ 111:: Sla1C kvcll)r :;:~nirlC ilnt't Wl(..ier Crilerion :\.

I
i
U. S. Highway 66 (SR-9)
Looking east (Malaga UP Bridge)
Photograph taken I 1/1940
Photograph below taken from
Approximate location.
08-S8d-66-PM-13.70
Malaga UP Bridge, looking ea~t
San Bernardino County
EA OC5400
State of California - The Resources Agency

DEPARTMENT OF PARKS AND RECREATION
Prima~# __ P~~~~15397~ ______________________ ___
HRI # _ __ _____ __________ _
PRIMARY RECORD Trinomial, ____________ ______ _
NRHP Status Code __ 4C A--___ _ _ _ _ _ _ _ . __ _
Other Listings,---'C>dHS ~.::2331::<5::.J·l .... ___________ _ _ _ Review Code Reviewer Date

Page 1 of 4 ends

P1 . Other Identifier:
"P2. Location: Not for Publication 0 Unrestricted
*b. USGS 7.5' Fontana
c. Address PM 13.70, SR-66 (Foothill Boulevard)
"Resource Name or #: (Assigned by recorder)
Malaga Underpass Bridge
*a. County San Bernardino
Date: 1967, photorevised 1980
City N/A Zip
d. UTM: (Give more than one for large and/or linear resources) Zone e. Other Locational Data: (e.g. , parcel #, directions to resource, elevation, etc_, as appropriate) MapReference No_ 2, Map 3-Study Area Map-,
·P3a. Description: (Describe resource and its major elements. Include design, materials, condition, alterations, size, setting, and boundaries).

The Malaga Underpass Bridge (#54-0004) was constructed on a 30· skew alignment with State Route 66 (Foothill Boulevard) in an unincorporated portion of San Bernardino, adjacent to the City of Fontana. The 108', single-span bridge was constructed of two (2) steel plate girders on reinforced concrete seated abutments with spread footings. (See Continuation Sheet, page 3 of 4 )
·P3b. Resource Attributes: (List attributes and codes) Bridge, HP19 "'P4. Resources Present: ClBuilding 0Structure DObject DSite DDistrict DElement of District OOther (Isolates, etc.) "P11. Report Citation: (Cite survey report and other sources or enter "none") ·P5b. Description of Photo: (View.
date, accession, #)
View NE, 8/2003
*P6.Date Constructed/Age and
Sources: 0Historic
OPrehistoric OBoth
1931(F)
·P7. Owner and Address:

Stale of California
·PS. Recorded by: (Name, affiliation, and address)
Christie Hammond
Caltrans-Oistrict 8
San Bernardino, CA
"P9. Date Recorded
1212003
·P10. Survey Type (Describe)
Intensive; compliance with CEQA for
state highway relinquishment
Christie Hammond, August 2003 (Revised January 2004), Historical Resources Compliance Report (HRCR) for Relinquishment of Segment of SR-66 to the City of Fontana. , . Caltrans -District 8
"Attachments: Location Map Sketch Map 0Continuation Sheet 0Building, Structure, and Object Record Archaeological Record DDistrict Record OLinear Feature Record OMiliing Station Record ORock Art Record DArtifad Record OPhotograph Record OOther (Ust)
DPR 523A (1195) *Required Information
State of California - The Resources Agency Primary # P36-01539Z DEPARTMENT OF PARKS AND RECREATION HR~ ____________________________ ___

BUILDING, STRUCTURE, AND OBJECT RECORD
Page -2_ of _4_ *NRHP Status Code, _ _ 4~C""MC!!-__ _
*Resource Name or # (Assigned by recorded) Malaga Underpass Bridge 81 ,Historic Name Malaga Underpass Bridge
B2,Common Name:

B3.0riginal Use: highway/railroad grade separation 84.Present Use: highway/railroad grade separation *85, Architectural Style:
"'B6. Construction History: (Constntction Date, alterations, and date of alterations) Constructed 1931; roadway beneath bridge widened on the south side, 1940 *B7. Moved? ElNo DYes DUnknown Date
*B8. Related Features:
pump house (California Historic Bridge Inventory, #54-0004W); S<.'e separate DPR form 89a. Architect: R. R. Gies, designer (Pacific Railroad Co.) b. Builder: unknown Area: Fontana
Period of Significance: 1931-1957 Property Type: Bridge Applicable Criteria: C.riterion A (Discuss importance in terms of historical or architectural context as defined by theme. period. and geographic scope_ Also address integrity,) The Malaga Underpass Bridge appears eligible for listing in the National Register emd the California Register as an individual property at the state level of significance under Criterion A. due to Its importance as a railroad grade separation and its association with SA-66.
(See Continuation Sheet, page 4 of 4)
"811. Additional Resource Attributes (List attributes and codes) *812. References:

Caltrans, District 8 files (bridge maintenance, contracts, as-buUts, plans & drawings)
California Highways & Public Works
Walker, Jim, "Line of the Pacific Electric- Northern & Eastern Districts," Interurbans Special 61 (Spring 1976). 56.
*B13 Remarks
See separate CPR form for the Malaga Underpass Bridge Pumping Station (~54~004W)
*B14. Evaluator: Christie Hammond, Architectural Historian, Cattrans, District S
"Date of Evaluation; 1212003
(This space reserved for official comments.)
DPR 5238 (1/95)
(Sketch Map with north arrow required) -S
(Foothill Blvd)
"Required information
State of California - The Resources Agency

DEPARTMENT OF PARKS AND RECREATION

CONTINUATION PAGE

Page 3 of 4 ends

Prlmary# P36-015391
HRI#-________ _
*Resource Name or # (assigned by recorder):

Recorded By Christie Hammond Date: 12/2003 I!IContinued P3a. Oescription (continued from page 1 of 4)
The Pacific Electric Railway grade separation bridge for single trackage had a 10.8' width between steel plate girder rail and braces with a total width of 19'. In 1940, the SR-66 roadway beneath the bridge was widened approximately 4 feet on the south side, following the roadway widening project in 1937/1938.

Malaga Underpass
Pumping Station
#54-0004W
State of California -- The Resources Agency

DEPARTMENT OF PARKS AND RECREATION

CONTINUATION PAGE
Primary P36-015397 HR~. ____________________ __

Page 4 of 4 ends

Recorded By Christie Hammond Date: 1212003 &"1 Continued B10. Significance (continued from page 3 of 4)
The PadJje Electric Railway Company wa~ formed in 1911 with the merger of eight interurban railroad companies in the Los Angeles area. The cornpaIlY operated over I 000 miles of Inlck and wa.s the largest intercity electric railway system in the United States. The PE Railway provided service from Lo Angeles to San Bernardino. Riverside. and Orange Counties. The longest route was approximately 57 miles between Los Angeles and San Bemardino with service beginning in 19 14. Overall pa.ssenger operations dechned in the late 19305, primarily due to the JlOpularity of the automobile ownership and business-related factors. Operations totally ceased in 1957.

By the I 920s with the rapid development of railroads in the United Stales. there were thousands of highway atgrade railroad crossings in urban/suburban areas as well as rural areas. WiLh more roads being constructed and more vehicles on the roads, there were more accidents at railroad crossings. According to publi hed data over 2,200 people were killed and over six thousand injured at grdde crossing in the United States between 1918 and 1923. As more deaths occurred at grade crossings. the need for grade separation for railroads and highways becume an important issue. TIle elimination of these "death traps" made grade-separation pro ccl~. a priority by the early 1930s at both the national and state levels.

Up to this time. the railroads would have assumed the responsibility for (;QlIstructing rdilroad crosslllgs at grade or at separated grades, depending on the topography. With more highways crossing railroad tracks, funding for grade separation salety projects were often jointly funded by state highway departments and the railroads. Between 1929 and 193 I, two overhead crossing railroad bridges were constructed at grade railroad crossing un the heavily traveled lJ.S.

Highway 66 (SR-9) in Upland and ncar Fontana, the East Upland Underpass Bridge (1929) and Malaga Underpass Bridl!e (1931 ).1 The Malaga Underpa~s Bridge wa~ a joint construction project for the State of California, Department of Public Works, DiviSIOn of Highways and the Pacific Electric Railway Company. 1be state designed the substructure and the railroad designed the steel gjrder overhead bridge. In 1935, the Federal Emergency Relief Appropriation Act of 1935 provided California with funds fOT 6& projects to elimi nate the hai'..arcts at railroad grade crossings.

The Malaga Undcrpa~s Bridge (#54-0004) retains a high degree of historic integrity of locatJ on, design, workmanship. and feeling from ils period of significance. The underpass bridge with extant Pacific Electric Railway trackage still retains the original location and relallonship to Route 66. The design and workmanship of the underpass bridge are slill evident from its period of construction (1931). Other tban routine maintenance to the underpass bridge. there have been no alterations to the structure. The south side of the roadbed beneath lhe Malaga Underpass Bridge wa~ widened in 1940, following the widening of Route 66 in 1937-1938.

TIle historic mtegrity of selling and association of the Malaga Underpass Bridge is slightly less due to minor changes that have occurred in the general area since the period of significance. 'fllc bridge retains ilS relationship as a railroad grade separation on SR-66. Constructed as a joint project for the Pacific Electric Railway Company and the California Department of Public Works. Division of Highways. the underpass bridge eliminated the safety hazard. crealed hy Lranic on SR-66 croSSing railroad tracks at grade level.

In conclusion. the Malaga ndcrpa~s Bridge retains a high degree of historic intrgrity oflocution. design. workmanship. setting. reeling. and association. The underpas~ bndgc orthis railroad gra e separalion rcprescnt an excellent example of the nationwide program initialed in the laiC 19205 to eliminate the afcty hazard of automonile and lmck traffic crossing railroad tracks at highway grade. Due to its association to Route 66, the Mala,!!:! Underpass Undg,r appears eligihle for individual listing in the RHP at the state level or significance under Criterion A.

State of California - The Resources Agency

DEPARTMENT OF PARKS AND RECREATION
PR~MARY RECORD
Primary #_ P3b--.015397 ___ _
HRI #_ .. _ __ ___ _ ----------------------- Trinomial _ _________________________ __ NRHP Status Code __ 4~l\1.-- ----- ___ . __ ... __ . __ Other Listings __ CHS 2335-1_ __ _ _____ _
Review Code Reviewer___ _ _______ _ Date

Page 1 of 4 ends

P1 . Other Identifier:
*1'2. Location: Not for Publication 0 Unrestricted
'b. USGS 7.5' Fontana
c. Address PM 13.70, SR-66 (Foothill Boulevard)
·Resource Name or #: (Assigned by recorder)
. Malaga Underpass Bridge /I. _
'T I S l2 ~tV !J W&uO-/~ See-/ - ~ JI.-VU)
'a. Coun.ty San Bernardino
Date: 1967, photorevised 1980
City N/A Zip
d. UTM: (Give more than one ior large and/or linear resources) Zone e. Other Locationa! Data: (e.g., parcel #, directions to resource. elevation. etc .. as appropriate) MapRererence No. 2, Map 3--Study Area Map,
·P3a. Description: (Describe resource and Its major elements. Include design. materials, condition, alterations. size. setting, and boundaries).

The Malaga Underpass Bridge (#54-0004) was constructed on a 30· skew alignment with State Route 66 (Foothill Boulevard) in an unincorporated portion of San Bernardino, adjacent to the City of Fontana. The 108', single-span bridge was constructed of two (2) steel plate girders on reinforced concrete seated abutments with spread footings. (See Continuation Sheet, page 3 of 4 )
·P3b. Resource Attributes: (List attributes and codes) Bridge, HP19 ·P4. Resources Present: OBuilding 0Structure DObject OSite DDistrict DElement of District DOther (Isolates. etc.) ·P1 1. Report Citation : (Cite survey report and other sources or enter "none") "P5b. Description of Photo: (View.
date. accession #)
View NE, 8/2003
·?6.Date Constructed/Age and
Sources: 0Historic
DPrehistoriC DBoth
1931(F)
·'P7. Owner and Address:

State of California
"P8_ Recorded by: (Name, affiliation. and address)
Christie Hammond
Caltrans-District 8
San Bernardino, CA
"P9. Date Recorded
12/2003
·P10. Survey Type (Describe)
Intensive: compli2nce with CEQA for
state highway relinquishment
Christie Hammond, August 2003 (Revised January 20(4 ). Historical Resources Compiiance Report (HRCrt) for Relinquishment oi Segment of SR-66 to the City of Fontana . . . Caltrans - District 8 'Attachments: Location Map Sketch Map 0Continuation Sheet 0Building, Structure, and Object Record Archaeological Record DDistrict Record DUnear ;:: ~~a ture Record OMiliing Station Record ORock Art Record DArtifact Record OPhotograph Record OOther (List)
OPR 523A (1/95) 'Required infomnation
l
'.'i',
State 01 California - The Resources Agency Primary # P36-01539Z DEPARTMENT OF PARKS AND RECREATION HRI# _____________ _ BUILDING, S RLDCrURE? AND OBJECT RECORD
Page _~_ of __ _ *NRHP Status Code_._--.!4-",C,,-, N~1 ____ _ ___ _ "'Resource Name or # (Assigned by recorded) Malaga Underpass Bridge B1 .Historic Name Malaga Underpass Bridge
B2.Common Name:

B3.0riginal Use: highway/railroad grade separation 64 .Present Use: highway/railroad grade separation *85. ArchiteClural Style:
*B6. Construction History: (Construction Date, alterations, and date or altera tions) Constructed 1931; roadway benea th bridge widened on the south side, 1940 *B7. Moved? 6?lNo DYes DUnknown Date
*B8. Related Features:
pump house (California Histuric Bridge Inventory, it54-0004W); see separate DJ'/{ form 89a. Architect: R. R. Gies, designer (Pacific Railroad Co.) b . Builder: unknown Area: Fontana
Period of Significance: 1931-1957 Property Type: Bridge Applicable Criteria: Criteril)n A (Discuss importance in terms of historical or architectural context as defined by theme. period, and geographic scope. Also addresS integrity.) The Malaga Underpass 8ridge appears eligible tor listing in the National Register and the California Register as an individual property at the state level of significance under Criterion A. due to its importance as a railroad grade separation and its association with SR-66.
(See Continuation Sheet, page 4 of 4)
' 811 . Additional Resource Attributes (List attributes and codes) -B12, References:

Caltrans, District 8 files (bridge maintenance, contracts, as-builts, plans & drawings)
California Highways & Public Works
Walker, Jim, "Line of the Pacific Electric- Northern & Eastern Districts," Interurbans Special 61 (Spring 1976), 56.
*813 Remarks
See separate CPR form for the Malaga Underpass Bridge Pumping Station (#S4-D004W)
"B14. Evaluator: Christie HiJmmond, rch it t'r. tl.l ral l- i,m, Caitrans, District 8
°Date of Evaluation: i 2l2003
(This space reserved lor oiii:;ial comments.)
DPR 5236 (1 /95 )
(SketCh Map with north arrow required) B'
Mf,1.aga U1'
l:!r.idg0
( #:'1 0(') 0 4 )
Staie Route 66
.(Foothill Blvd)
'Requirer: mi orm !io~
State of California - The Resources Agency

OEPARTMENT OF PARKS AND RECREATION

CONTINUATION PAGE

Page 3 of 4 ends

Primary# P36-()15397
HRI# ____ .. ______ ._.
"Resource Name or # (assigned by recorder):

Recorded By Christie Hammond Date: 12/2003 ~Continued
P3a. Description (continued from page 1 of 4)
The Pacific Electric Railway grade separation bridge for single trackage had a 10.8' width between steel plate girder rail and braces with a total width of 19'. In 1940, the SR-66 roadway beneath the bridge was widened approximately 4 feet on the south side, following the roadway widening project in 1937/1938.

Maiaga Underpass
Pumping Station
#:;4-0004W
State of California - The Resources Agency

DEPARTMENT OF PARKS AND RECREATION

CONTINUATION PAGE
Primary "p~6-Q15397
HRI# ____________ _ .. _

Page 4 of 4 ends

Recorded By Christie Hammond Date: 12/2003 0 Continued
610. Significance (continued from page 3 of 4)
The Pacific Electric Railway Company wa.~ formed in 19 I J with the merger of eight interurban railroad companies in the Los i\ngeles area. The company operated over 1.000 miles of track and was the largest intercity electric rdilway system in the United States. The P[ Railway provided service from Los Angeles to San Bernardino, Riverside. and Orange Counties. The longest roule wa~ approximately 57 miles hetween Los Angeles and San Bernardino with service heginning in 1914. Overall passenger operations declined ill the late 1930s, primarily dlle to the popularity of the automobile ownership and husiness-related factors. Operations totally ceased in 1957 .

By the 19205 with the-rapid development of railroads in the United Stiites. there were thousands of highway <Itgrade railroad crossings in urban/suburhan areas as well as rural areas. With more roads beillg constructed and more vehicles on the roads. there were more accidents at railroad crossings. According lO publisheu data over 2,200 people were killed and over six thousand injured al grade crossing in the United States hetween 1918 and 1923. As morc deaths occurred at grade crossings, the need for grllde separation for railroads and highways became an important issue. The eilmination of these "death traps" made grade-separation proj ects, a priority hy the early 19305 at both the national and Slale levels.

Up to this lime, the railroads wOllld have assumed the responsibility for constructing nlilroad crossmgs at grade or at separated grades, depending nn U1C topography. With more highways crossin!! railroad tracks. funding for grdul:
separation safe ty projects were often jointly funded by state highway deparlments and the railroads. Between 1929 and 1931, two overhead crossing railroad hridges were comtructed at grade raiiroatl t.Tossing un the heavily traveled U.S.

Hi!Ihway 06 (SR-?) in Upland and ncar Fontana. the East Upland Underpass Bridge (1929) and Maiaga Underpass Bridge (1 ~ 1). 1 The Malaga lJnderp'l~s Bridge was a joinl construction pruject for the State of California. Department of Public Works, Division of Highways and the PacifiC Electric Railway Company. The state dcsi!,'11edthe suhstructure and the railroad designed the steel girder overhead bridge. In 1935. the F~deral Emergency Rehef Appropriat ion Act of 1 93.'i provided California with funds for oR proJCCts to eliminate the hazards at railroad grade crossings. '!lIC Malaga Underpa.~s Bridge (#:i4-0004) retains a high degree of histOric integnty of locatIOn. design. workmanship. and feeling from its period of significance . TIle underpass bridge with extanl Paciiic ElectriC Railway trackage still retains the original location and relationship to Ruut e 66. The design and workmanship of the underpass bridge are still evident from its period of wnstrllction (1931 ). Otherthan rouum: mairucnalK<: to tile underpass brid~(!. there have been no alterations to tile structure . Th:: sOllth side oi the roadbed neneath Ihe Malaga lindl;!rpass Brid~(' wa s widened in 1940, following the wideniIll! of Rout:! (,,, in 1937-1938.

The historic.: integrity of selling ilnd assm.:iatiol1 of the Malaga linde rpass Bridge is slightly less due 10 minor Climl)!c> that ha\'e occurred In the general arc~ since the penod of significance. The bridge retains its relationship as;1 wi lroad gmde separation Oil SR-66. ConstruclcU as ;1 joint projeci for the Pacific EleclTic Railway Company and lhe California l)eJ)artment of I'uhiil: WOTb. Divisinn of Highways, ~ underpass id~" c/iminatctllilc safelY bazard. crealed hy trarli e on SR-66 t;rosslllg railroad lracb at graclc level.

In CIIlJciusioll. the Mala!.!a lJndcrpass J.\ridg ~ rct~lI n5 11 high dc re(' of tllslOrie illll'grn)' of iocatlon. licsi~11. workman sh ip. sCll in):,. Il;d in ~. and aSSOclOltioL Th:' underpass hncigc of till.' railroad gra(!l: scparaliOJl r::pr ~:sclI l an ~·)( .. elicnt t:X,lnlpk or thr nal ionwide pl m inillateci in Ihe lal(' I <):!Os 10 ciiminale lk ~:~ !\ ' lI ~ard or autonlohi i('. ail e. lruck 1~:! iT r crossill:.! rai lroati lraCi" a: hi!!hway grade . DII(, to ii , .!ssoci atJOIl II' Roul(' ()(J. Ihe !"lala!!~: ljllLicrpass Bnul!<" appr::,I1 ~ clq.!ibk for in ui ld alli~ti n: ' ill Ih ~' I~HP:l : tile \1;11,' Ic\'d of Sii!:1ifiGllIcc: IInder Crilerion .. \.

1. SITE 1.0. NO OAHP Office of Archeology and Historic Preservat Departm ent of th e Interior, Washington, D.C. 20240
2 C I ass i fica t I on 3 PIlIORITY
·~- A: BE/d'1: Stee 1 71 5 '+1 C, 3 5 DATE
1931
8 NAMEISIOF STRUCTURE
Bridge #54-04 (Malaga Underpass)

TY NAME
• DANGER OF DEMOLITION' D YES 0 NO [){JNKNOWN
(SPECIFY THREATl
--p~~ -61 ':S 5 q 'i GOVT SOURCE OF TH REA ·r. _-,-_,.---, 7 OWNER/ADMIN
State of
atlon
Sacramento, CA 95Sl4

10. STAT E COUNTY NAME CITYIVICINITY
COUNTY Bernadino I-P; ~ 1 +: •• FONTANA
11 SITE ADDRESS ISTREET /I. NO l o NHL o HABS OHAER
State Rt. 66 at mp 13.72 o CONF O STATE
oHAER - 1
o COUNTY o LOCAL

15. CO NDITION 700 EXCELLENT 71 [5tGOOD
SCALE
13 SPECIAL FEATURE:'; ,DESCRIBE [JELOWI
o INTERIOR IN T 1-':' r
01:24
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Xl 1:6.2 5
SCALE 01:24 0 1"(? 5
o QTHER
730 DETERIORATED 740RUINS 75 0 UNEXPOSE D
o EXTERIOR INTACT
QUAD
NAME
QUAD
N AME
76 0 ALTERED
San Bernadino
8Z 0 DESTROYED

16. INVENTORIED BY AFFILIA TlON , DATE
Carroll Pursell 1·- UCSBLCaJ lfe Inventory I 19~9 17. DESCRIPTION AND BACKGROUND HISTORY. INCLUDING CONSTRUCTION DATE(SI. HISTORICAL DATEIS)' PHY SICAL DIMENSIONS.

MATERIALS. EXTANT EQUIPMENT. AND IMPORTANT BUILDERS. ENGINEERS. ETC.

ONPS O CL6
OOTHER
o ENVIRONS INTACT
IV 70
8S0DEMOLISHED
This bridge has 2 simple span steel plate girders on reinforced concrete seated abutments, on spread footings. It has a 102' span and is lOS' long. It was built by Pacific Electric Co. and the State. R.R. Gies was the designer. (Contract #2SVC11). (CONTQVERI
18 ORIGINAL USE (RESENT USE 1 ADAPTIVE USE
.9 REFERENCES - HISTORICAL REFERENCES. PERSONAL CON T ACTS. ANDIOR OTHER Caltrans r e cords, Bridge Maintenance Book 2S1.1
7()- 70 -arb (CONTOVER)
:?O URBAN ARE A 50.000 12 • IItRS I Reg i v n 122 PUBLIC ACCESSIBILITY o YES. LIMITED ES UNLIMITED 23 EDITOR POP OR MORE ? DYES oNO o NO o UNKNOWN INDEXER

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te of California--The Resources Agency Primary# 36-020137 (update) DEPARTMENT OF PARKS AND RECREATION HRI #
CONTINUATION SHEET Trinomial CA-SBR-15904H

Page 1 of 1 ends

This site was originally recorded in 2004 as a segment of the former Pacific Electric Railway’s San Bernardino Line, built in 1914 (White 2004). All of the track, ballast, ties, and hardware were removed in the 1990s, leaving only a vacant railway alignment. A modern concrete bike trail was constructed along the alignment in the last ten years (Figure 1). While the Pacific ElectricRailway’s San Bernardino Branch line was historically significant for its economic and cultural importance within the regional growth and development of the many towns it traversed, it has suffered a severe loss of historical integrity with the removal of all of its physical components, and at its last recording in 2005, it was found not eligible for the NRHP or CRHR for this reason (Hansen 2005:1). Other than the corridor itself, there are no other surface manifestations of the former Pacific Electric Railway’s line at this location within or adjacent to the Project alignment (George and Smallwood 2014). This resource is no longer extant and has been replaced with modern construction.

References
George, Joan, and Josh Smallwood
2014 Phase I Cultural Resources Assessment for the Etiwanda Pipeline North Liner Repair Project, Cities of Fontana and Rancho Cucamonga, San Bernardino County, California. Prepared for Helix Environmental Planning, La Mesa, CA. On file, San Bernardino Archaeological Information Center, San Bernardino County Museum, Redlands.

Hansen, Janet
2005 Primary Record, 36-020 137, November, 2005. On file, San Bernardino Archaeological Information Center, San Bernardino County Museum, Redlands.

White, Laura S.
2004 Primary Record, 36-020 137, March 2004. On file, San Bernardino Archaeological Information Center, San Bernardino County Museum, Redlands.

Figure 1 A modern bike trail within the former Pacific Electric Railway corridor where it intersects the Project alignment (view to the east).

State of California - The Resources Agency Primary # P-36-020137 DEPARTMENT OF PARKS AND RECREATION HRI #
PRIMARY RECORD Trinomial j /5;’
NRHP Status Code
Other Listings
Review Code Reviewer
Date

Page 1 of 8 ends

Element of District ElOther (Isolates, etc.)
*p5b. Description of Photo:

Facing W; 6/1/2011 Aqueduct and
culvert
*P6. Date Constructed/Age & Sources:

Historic LiPrehistoric [ Both
*7 Owner and Address:

PRIVATE PROPERTY, ADDRESSUNKNOWN
*p8. Recorded by:

Patrick Stanton
*9 Date Recorded: 6/1/2011*p1O. Survey Type:

Reconnaissance survey of highway
right-of-way
[ Building, Structure, and Object Record
Milling Station Record Rock Art Record
P1. Other Identifier: SRI-6529
* P2. Location: v Not for Publication Unrestricted *a. County: San Bernardino *b. USGS Quad: 7.5’ FONTANA (2009)
c. Address:d. UTM: Zone 11; 457190 mE/ 3773874 mN NAD27 GPSe. Other Locational Data:

The site is located on Route 66 at postmile 13.7, in Fontana. * P3a. Description:

This is an update for P-36-020137. The segment recorded here consists of a steel-girder bridge and an associated “C” highway datum that span Highway 66. The steel-girder bridge is approximately 145 by 16 feet, and spans Highway 66 several feet above the road in a northwest-southeast direction. This segment of Highway 66 was previously recorded as part of the National OldTrails Highway/Historic Route 66 (P-36-002910). Approximately 6-foot-high, continuous steel walls line the bridge. This bridgewas originally associated with the Southern Pacific railroad. The rails, however, have since been removed and replaced by a concrete footpath for pedestrians. A chain-link fence has been erected inside the bridge to prevent access to the walls of the bridge by pedestrians. Heavy concrete retaining walls extend approximately 490 feet to the east and west from the bridge alongHighway 66.

To the east of the bridge, on the north side of Highway 66, is a highway datum with “C” embossed on the side of a 6.5-by-6.5-by11-inch concrete pillar. The highway datum is located approximately 5 m north of Route 66. No artifacts were associated with either feature. The site was identified on the 1954 San Bernardino 15-minute and 1953 Fontana 7.5-minute USGS topographic nI art mane
*p3b. Resource Attributes: HP19 bridge; HP39 other-highway datum *4 Resources Present [BuIldIng I Structure Object ISite District I Citation: Report forthcoming
* Attachments: I None I’ Location Map L’i Sketch Map [‘ Continuation Sheet v’ Archaeological Record Li District Record v’] Linear Feature Record Li Artifact Record [v Photograph Record Other:

DPR523A (1/95) *Required Information
State of California - The Resources Agency Primary # P-36-020137 DEPARTMENT OF PARKS AND RECREATION HRI #

BUILDING, STRUCTURE, AND OBJECT RECORD

Page 2 of 8 ends

*Resource Name or #: SRI-6529
BI. Historic Name: Unknown
B2. Common Name: UnknownB3. Original Use: Bridge B4. Present Use: Bridge *B5. Architectural Style: Steel girder*B6. Construction History:

Unknown
*B7. Moved? v’ No D Yes D Unknown Date: Original Location:*B8 Related Features:

See previous site record
B9a. Architect: B9b. Builder:
*B1o. Signficance: Theme: Area:

Period of Significance: Property Type: Applicable Criteria:

The steel-girder bridge is approximately 145 by 16 feet, and spans Highway 66 several feet above the road in a northwestsoutheast direction. This segment of Highway 66 was previously recorded as part of the National Old Trails Highway/Historic Route 66 (P-36-002910). Approximately 6-foot-high, continuous steel walls line the bridge. This bridge was originally associated with the Southern Pacific railroad. The rails, however, have since been removed and replaced by a concrete footpath for pedestrians. A chain-link fence has been erected inside the bridge to prevent access to the walls of the bridge by pedestrians.

Heavy concrete retaining walls extend approximately 490 feet to the east and west from the bridge along Highway 66.

BI 1. Additional Resource Attributes:
*B12 References:

None (Sketch map with north arrow required.)
B13. Remarks:

See previous site record
* B14. Evaluator: Not evaluated
* Date of Evaluation:
(This space reserved for official comments.)
DPR523B (1195) *Required Information
State of California - The Resources Agency Primary # P-36-0201 37 DEPARTMENT OF PARKS AND RECREATION Trinomial

ARCHAEOLOGICAL SITE RECORD

Page 3 of 8 ends

*Al. Dimensions: a. Length 105 m (E/W) x b. Width 36 m (NIS) Method of Measurement: D Paced D Taped D Visual estimate GPS D Other:

Method of Determination: D Artifacts Features D Soil D Vegetation fl Topography D Cut bank D Animal burrow Excavation Property boundary / Other: The site was identified on the 1954 San Bernardino 15-minute and 1953 Reliability of determination: ‘ High fl Medium Low
Explain: Because the site is relatively well maintained, the site boundary is readily apparent.

Limitations: Restricted access Paved/built over f Site limits incompletely defined Disturbances E Vegetation Other:

A2. Depth: None V None Unknown Method of determination: None *A3. Human Remains: Present ‘F Absent E Possible Unknown *A4. Features:

This site, which was previously recorded as P-36-0201 37, consists of a steel-girder bridge (Feature 6534), an associated “C” highway datum (Feature 6536). The steel-girder bridge is approximately 145 by 16 feet, and spans Highway 66 several feet above the road in a northwest-southeast direction. This segment of Highway 66 was previously recorded as part of the NationalOld Trails Highway/Historic Route 66 (P-36-002910). Approximately 6-foot-high, continuous steel walls line the bridge. This bridge was originally associated with the Southern Pacific railroad. The rails, however, have since been removed and replaced by a concrete footpath for pedestrians. A chain-link fence has been erected inside the bridge to prevent access to the walls of the bridge by pedestrians. Heavy concrete retaining walls extend approximately 490 feet to the east and west from the bridge along Highway 66.

To the east of the bridge, on the north side of Highway 66, is a highway datum with “C” embossed on the side of a 6.5-by-6.5-by11-inch concrete pillar. The highway datum is located approximately 5 m north of Route 66. No artifacts were associated with either feature. The site was identified on the 1954 San Bernardino 15-minute and 1953 Fontana 7.5-minute USGS topographic quad maps.
*A5 Cultural Constituents:

No artifacts were observed.
*A6. Were Specimens Collected? :V, No D Yes*A7. Site Condition D Good [V Fair D Poor The rails have been removed in favor of a concrete footpath. Graffiti is spray painted all over the bridge and concrete ditch. Asprinkler system is installed along the edge of the footpath. *A8. Nearest Water: The nearest water appears to be Etiwanda Creek, which crosses Highway 66 approximately 2.8 miles *A9. Elevation: 390 m amsl
AlO. Environmental Setting:

The site is located within a well-developed area in Fontana. The land in the immediate vicinity of the site consists of empty lots filled with grasses and the occasional eucalyptus tree.

All. Historical Information:

The site was identified on the 1954 San Bernardino 15-minute and 1953 Fontana 7.5-minute USGS topographic quad maps. *A12. Age: D Prehistoric D Protohistoric D 1542-1769 D 1769-1848 D 1848-1880 D 1880-1914 D 1914-1945 Post-1945 D Undetermined
A13. Interpretations:

None
A14. Remarks:

The bridge over Route 66 is all that remains of the railroad. The tracks and track ballast have all be removed in favor of the pedestrian path.

A15. References:

None
A16. Photographs: See photograph record
Original MedialNegatives Kept At: 21 W. Stuart Aye, Redlands, CA 92373 *A17. Form Prepared By: Patrick Stanton Date: 6/1/2011
Affiliation and Address: Statistical Research, Inc., 21 W. Stuart Aye, Redlands, CA 92373 DPR523C (1195) *Required Information
State of California - The Resources Agency Primary # P-36-0201 37 DEPARTMENT OF PARKS AND RECREATION HRI #
LINEAR FEATURE RECORD Trinomial

Page 4 of 8 ends

LI. Historic and!or Common Name: NoneL2a. Portion Described: Entire Resource Segment D Point Observation Designation: Feature 6534L2b. Location of Point or Segment:

Zone 11; 457190 mEl 3773874 mN NAD27 GPS
L3. Description:

The steel-girder bridge is approximately 145 by 16 feet, and spans Highway 66 several feet above the road in a northwestsoutheast direction. This segment of Highway 66 was previously recorded as part of the National Old Trails Highway/Historic Route 66 (P-36-002910). Approximately 6-foot-high, continuous steel walls line the bridge. This bridge was originally associated with the Southern Pacific railroad. The rails, however, have since been removed and replaced by a concrete footpath for pedestrians. A chain-link fence has been erected inside the bridge to prevent access to the walls L4. Dimensions: L4e. Sketch of Cross-Section: Facing:
a. Top Width: 3.00 m
b. Bottom Width: N/A
c. Height or Depth: 2.00 md. Length of Segment: 44.00 m L5. Associated Resources:

None
L6. Setting:

The site is located within a well-developed area in Fontana. The land in the immediate vicinity of the site consists of empty lotsfilled with grasses and the occasional eucalyptus tree.

L7. Integrity Considerations:

The rails have been removed in favor of a concrete footpath. Graffiti is spray painted all over the bridge and concrete ditch. A sprinkler system is installed along the edge of the footpath.

L8b. Description of Photo, Map, or
Drawing
See sketch map
L9. Remarks:

The bridge over Route 66 is all that
remains of the railroad. The tracks and
track ballast have all be removed infavor of the pedestrian path.

Lb. Form Prepared By:

Patrick Stanton
LII. Date: 6/1/2011
DPR523E (1/95)
State of California - The Resources Agency Primary # P-36-0201 37 DEPARTMENT OF PARKS AND RECREATION HRI #
PHOTOGRAPH RECORD Trinomial

Page 5 of 8 ends

Camera Format: Lens Size:

Film Type and Speed: Digital Negatives Kept At: 21 W. Stuart Aye, Redlands, CA 92373 Date Time Exp/ Subject/Description View Accession #
Frame Toward
6/1/20116/1/20116/1/20116/1/20116/1/20116/1/2011
765
4 3
2 Aqueduct and culvert
Concrete highway marker
East side of bridge
West side of bridge
BridgeBridge
W
Down
SW
NE
N
S
DPR5231 (1/95)
State of California - The Resources Agency Primary # P-36-020137 DEPARTMENT OF PARKS AND RECREATION HRI #
LOCATION MAP Trinomial
.)U - -.
! ““N DEVORE iL :
.

N%.%\ 3E - .
“8!LSE :;:;— .._
— 3A LINE Jtr!L DA? 1395 ‘ V —
:

JLAWL ir p
- I SRI-12 1 IjSR1-6551 SRI-6544 SRI-5344
r
li
:,
•_ 2)
i
-------
--

Page 6 of 8 ends

*Map Name: 7.5’ FONTANA USGS Topographic Quad Scale: 1:24,000 *year: 2009 -;:i
Grapc
*_ 4*
mk•.
c
N
meters
v
i::
1,000
1B
DPR523J (1195) *Required Information
State of California -The Resources Agency Primary# P-36-020137 DEPARTMENT OF PARKS AND RECREATION HRI #
SKETCH MAP Trinomial

Page 7 of 8 ends

*Drawn By: Patrick Stanton *Date: 06/01/2011
PreviousI
recorded site:

P-36-O 12239
/
— — —
feet 50
dge of pavementEdge of right of way
Site boundary
DPR523K (1/95) *Requjred Information
State of California - The Resources Agency Primary # P-36-020137 DEPARTMENT OF PARKS AND RECREATION 1-IRI #CONTINUATION SHEET Trinomial

Page 8 of 8 ends

*Recorded By: Patrick Stanton *Date: 6/1/2011 [‘ Continuation D Update P2b. Legal descriptionPublic Land Survey System description not availableP4. Resources Present [X] Structure[X] Other (linear)
P7. Owner and Address

SAN BERNARDINO CO TRANS AUTHORITY
1170 W THIRD ST 2ND FLOOR

SAN BERNARDINO CASAN BERNARDINO CO TRANS AUTHORITY
472 ARROWHEAD AVE
SAN BERNARDINO CA 92401SHALLAN FAMILY TRUST 2/8/089077 REALES ST ALTA LOMA CA 91737Al. Method of determination
Fontana 7.5-minute USGS topographic quad maps. The site boundary was partially determined by the 15 m right-of-way establishedby Caltrans. Although the site extended beyond the right-of-way, only the portion within the right-of-way was recorded.

A8. Nearest waterwest of the site.

L3. Description
of the bridge by pedestrians. Heavy concrete retaining walls extend approximately 490 feet to the east and west from the bridge along Highway 66..

To the east of the bridge, on the north side of Highway 66, is a highway datum with “C” embossed on the side of a 6.5-by-6.5-by-11- inch concrete pillar. The highway datum is located approximately 5 m north of Route 66. No artifacts were associated with either feature. The site was identified on the 1954 San Bernardino 15-minute and 1953 Fontana 7.5-minute USGS topographic quad maps.DPR523L (1/95) *Required Information Primary# 36—020137
Recorded by Daniel Ballester
Affiliation: CRM TECH, Colton
Date February 5, 2008 Continuation ‘/ Update
Project No: CRM TECH 2199
On February 5, 2008, an archaeological field survey was conducted at the locations where the Pacific Electric Railways San Bernardino line once crossed present—day East Avenue and Baseline Avenue. No physical remains of the rail line were found within or adjacent to the public right—of—way at either location.

Report Citation:

Bai ‘Torn Tang, John J. Eddy, Harry M. Quinn, Tern Jacquemain, Daniel Ballester, and Laura H. Shaker
2008 Identification and Evaluation of Historic Properties: Northeast Recycled Water Expansion Projects, in and near the Cities of Rancho Cucamonga and Fontana, San Bernardino County, California. On file, Archaeological Information Center, San Bernardino County Museum, Redlands.

State of California--The Resources Agency
DEPARTMENT OF PARKS AND RECREATION HRI #_________________________ CONTINUATION SHEET TrinomialPage lof 1 Resource name or # (Assigned by recorder)______________________________ DPR 523L (1/95) *Required information
State of California C The Resources Agency Primary # 36-020 137 UPDATE DEPARTMENT OF PARKS AND RECREATION HRI #________________________ PRIMARY RECORD Trinomial_________________
NRHP Status Code 3CS
Other Listings
Review Code
Reviewer
______
Page ± of 2 *Resource Name or #: (Assigned by recorder)____________________________________________________ P1. Other Identifier: Pacific Electric San Bernardino Line/Pacific Electric-Southern Pacific Alienment *p2. Location: D Not for Publication Unrestricted a. County San Bernardino and (P2h and P2c or P2d. Attach a Location Map as necessary.) b. USGS 7.5’ Quad Guasti California Date 1966 (1981); T IN; R 6W; in the SW & SE ¼ of the SE ¼ Section 33; SB B.M. c. Address
City Rancho Cucamonga Zip
d. UTM: (Give more than one for large and/or linear resources) Zone 11; 452615—453090 mE /3775910 mN (NAD27) e. Other Locational Data: (e.g.. parcelS, directions to resource, elevation. etc.. as appropriate) This site record update documents an approximate I ,600—foot long segment of the overall 22-mile Pacific Electric San Bernardino Line that lies between East Avenue and Interstate 15 in the city of Rancho Cucamonga, CA.*P3a. Description: (Describe resource and its major elements. Include design, materials, condition, alterations. si/c. setting, and boundaries) The initial recording of this resource documented a segment of the railroad grade beginning approximately I ,350 feet west of this segment and extending for 3.25 miles to the west (White 2004: Primary Record for 36-020 137. On file at the San Bernardino Archaeological Information Center). The segment of the railroad line documented by this record consists of an 80-foot wide right-of-way (ROW) hounded by recent residential tract developments on the north and south. All railroad related material has been removed from the ROW and the ROW appears as a graded dirt corridor containing nothing to indicate its former use as a railroad. Even the ballast rock has been removed. *P3b. Resource Attributes: (List attributes and codes) (AH7) Roads/trails/railroad grades *p4• Resources Present: D Buildino D Structure D Object D District Ltement of District Other (Isolates. etc.) *P5. Overview of the abandoned railroad right-of-way from East Ave. View to the east. P6. Date Constructed/Age and Sources:

Historic UPrehistoric E itoth
1914
*p7 Owner and Address:

San Bernardino Associated
e7 North Arrowhead Avenue.
an Bernardino, Ca 92401
*p8. Recorded by: (Natne, affihiarion, and
address):
1 Fulton
20 Fxecutive Park, Suite 200
*p9 Date recorded:

13. 2006
P1O. Survey Type: (Describe)
econnaissance Survey
Attachments: EJNone uLocation Map ESketch Map EContinuation Sheet EBuilding, Structure, and Object Record DArchaeological Record EDistrict Record ELinear Feature Record LiMilling Station Record ERock Art Record EArtifact Record EPhotograph Record LiOther (List) DPR 523A (1/95) *Required Information
Governments
LSA Associates. Inc.
‘rvine. CA 92614
(cite survey report and other sources or enter none.’) Archaeological Survey Report for the 1-15/Base Line Road Interchance Prolect. Cities of Rancho Cucamonca and Fontana. County of San Bernardino. California. Fulton 2006.

P:\RBFO6O6\Cultural\0RA493\CA-RIV-493 Primary .doc (06/23/06) OD
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State of California -The Resources Agency Primary # 36-020137 UPDATE DEPARTMENT OF PARKS AND RECREATION HRI #
LOCATION MAP Trinomial

Page 2 of 2 ends

*Map Name: USGS 7.5 Gausti, California and Cucamona Peak, California *Scale: 1:24.000 *Date of Map: 1981 (1988) -— zi1 — -
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* Required Information
31 -

Page 1 of 7 ends

- *Resource Name or #: — P1. Other Identifier: — *P2 Location: El Not for Publication b. USGS 7.5 Quad Guastic. Address
*P3b Resource Attributes: (List attributes and codes) - *4 Resources Present: El Building El Structure AH7. Roads/trails/railroad grades El Object J Site El District El Element of District El Other (Isolates, etc.) P5b. Description of Photo: (View, date, etc.)
I
*5 Date Constructed/Age and Sources:

El Prehistoric Historic El Both
1914 (factual)
*7 Owner and Address:

San Bernardino Associated GovtsSan Bernardino, CA 92401 C--County
*PB Recorded by: (Name, affiliation, address)
Laura S. White
Archaeological Associates
P.O. Box 180
Sun City, CA 92586
*p9 Date Recorded: 03/10/2004
Survey Type: (Describe)
Intensive survey
P--Project Review
“HPSR for the Pacific F.1ctrir Tnl,ind mniri Trail Project El Building Structure and Object Record
El Rock Art Record El Artifact Record
State of California The Resources Agency Primary # 36-020137DEPARTMENT OF PARKS AND RECREATION HRI # PRIMARY RECORD Trinomial di 5)S9O‘
NRHP Status Code 3S
Other Ustings
Review Code f:eijlewer
(RC-3’) Pacific Electric San Bernardino Line
l Unrestricted
Pacific Electric/Southern Pacific Alignment
a. County San Bernardino
1981 T iN n 6W; SWi/4 of SW/4 of Sec .jSBM B.M.

City
Zip
d. UTM: (Give more than one for large and/or linear feature) Zone 11 , 452220 mE/ 3775930 mN e. Other Locational Data: (e.g. parcel #, legal description, directions to resource, elevation, additional UTM5, etc. as appropriate) Assessor’s Parcel Number: 0227-121-35. West end of study area alignment at Haven Ave. (NW 1/4 of the SW 1/4 of Section 36, T iN, R 7W-Cucamonga Peak 7.5’). UTM: 446960E/3776030N.; APE Map: 1-3;Site Number: RC-3 *p3a. Description: (Describe resource and Its major elements. Include design, materials, condition, alterations, size, setting, and boundaries.) This 3.25-mile single track section of the overall 22-mile Pacific Electric San Bernardino Line lies betweenHaven Avenue on the west to a point 1320 feet east of Etiwanda Avenue. All of the rails and ties have been removed with the exception of the rails embedded in the asphalt of the at-grade crossings on Rochester and Haven Avenues. Track ballast remains in place over much of the section. The width of the rail corridor varies between 80 and 100 feet with the majority of the railbed elevated above grade to prohibit flooding. A short, steel girder bridge spans the Day Creek Flood Control Channel. This bridge has been recorded separately as Primary #36-020 108. The reader is referred to that form for a morethorough discussion of the bridge. 427 North Arrnwhead Avenue
*Allachments: El NONE
El Archaeological RecordEl Photograph Record
*P1 1. Report Citation: (Cite survey report/other sources or “none”) -Phase 1, City of Rancho Cucamonga, San Bernardino County” by Van Horn, White, White 2004 Location Map El Sketch Map E Continuation Sheet
El District Record li Linear Feature Record El Milling Station Record El Other: (List)
DPR 523A (1/95) *Required information
State of California --The R

DEPARTMENT OF PARKS AND RECREATION

LINEAR FEATURE R
page 2 of 7Resource Name or #: (RC-3) Pacific Electric San Bernardino Line Li. Historic and/or Common Name: Pacific Electric San Bernardino LineL2a. Portion Described: 0 Entire Resource Segment 0 Point Observation Designation: RC-3 b. Location of point or segment: (Provide UTM coordinates, legal description, etc. Show field Inspected area on a Location Map.) From Haven Ave. on the west to a point 1320 ft. east of Etiwanda Ave. in the City of Rancho Cucamonga, San Bernardino County.

L3. Description: (Describe construction details, materials, and artifacts found at this segment or point. Provide plans or sections as appropriate.) Defunct section of Pacific Electric San Bernardino Line opened in 1914. All rails and ties have beenremoved from railbed with the exception of those rails which cross Rochester and Haven Avenues. Rail right-of-way varies in width from 80-100 ft. Most of railbed is elevated above surrounding grade.

L4. Dimensions: (In feet for historic features and
meters for prehistoric features.)
a. Top Width N/A
b. Bottom Width N/A
c. Height or Depth N/A
d. Length of segment ‘,.2S miles
L5. Associated Resources:

Bridge over Day Creek Channel
(P#36-020 138), Etiwanda Station
(P#36- 016448), Etiwanda Foothill
CitrusAssoc.packing house
L6. features, landscape characteristics, slope, etc. as appropriate.):

Historically, this section of railroad transected grove land and vineyards. They have been replaced with residential subdivisions.

17. Integrity Considerations:

Severe loss of integrity due to the removal of all ties and nearly all the rail. However, railbed is generally intact.

Lob. Description of Photo, Map,
or Drawing: (View, scale, etc.)
Looking west along PE corridorfrom near Day Creek Bridge.

L9. Remarks:
110. Form Prepared by: (Name, affiliation & address)
Laura S. White
Archaeological Associates P.O. Box 180
Sun City, CA 92586
..11. Date: 03 /08/2004
L4e. Sketch of Cross-Section (include scale) Facing:
:‘
DPR 523E-Test (01/95)
State of California — The Resources Agency

DEPARTMENT OF PARKS AND RECREATION

LOCATION MAP

Page 3 ends

*Resoue Name or #: (RC-3) Pacific Electric San Bernardino Line *Map Name: Guasti & Cucamonga Peak scale: 1 2000 ft.
. primaly # 3ó-020137
HRI# .:.Tnnomiai
..
..
*DateolMap. 1981 & 1996
/
z
DPR 523J (1/95)
State of California — The Resc Primary # 36.02O17 DEPARTM NT OF PARKS At KRI # CONTINUATION SHEE nnomial Page 4 of 7 *Recorded by Laura S. White *Date 03/10/2004 Continuation U Update *Resoue Name or #: (RC-3) Pacific Electric San Bernardino Line The San Bernardino Line: Upland to San Bernardino
On December 1, 1910, the eastbound branch of electric rail track was opened as far as Upland (ERHA n.d. :n.p.). Extension of the PE’s facilities across the final segment to the “Gateway City” of San Bernardino was only natural. Not only was San Bernardino a major railroad hub where the Santa Fe, Southern Pacific, and Salt Lake Railroads met, but it was also a cultural center featuring the Carnegie Library, Broadway and Sturges Theaters, and the Orange Show. The importance ofthe theaters is underscored by the fact that after the SB Line was completed, “MGM Studio executives would often charter PE “Big Red Cars” stocked with food and wine to bring its dignitaries to San Bernardino for premiers, as the city had one of the very few theaters equipped for sound” (Tobar n.d.:n.p.). San Bernardino also had an electric railroad connection with Arrowhead Hot Springs from which one coulde easily travel by carriage to the Arrowhead Hotel, apopular resort.

Other need for the line stemmed from transportation needs fo the small communities situated between Upland and San Bernardino; most notably loamosa (Alta Loma) and Etiwanda. In 1910,these communities were isolated citrus growing centers within the vast “golden green tapestry ofthe orange groves and majestic mountain ranges of the inland valleys” (ibid.). The local growers inthis region north of Base Line were compelled to haul their fruit by horse drawn wagon for severalmiles to the rail depots at Upland to the west or south to one of the small depots along the tracksconnecting Pomona with Colton (Stoebe 1981:17; Hickcox 1981:246). Moreover, thesecommunities were without a high school, the closest being Chaffey High in Ontario. High school students living in Ioamosa”...found it almost impossible to get there and back every day; some stayed out of school, others lived with a family in Ontario so they could go to school” (ibid. [Stoebe]).

The problem with that was the shortest route from Upland to San Bernardino was along Base Lineby way of Cucamonga. Thus, it was necessary to convince the PE to build along a more lengthy northerly alignment: “On April 11, 1912, a mass meeting of the people of loamosa was held, and a committee was elected to secure a right-of-way for the Pacific Electric Railway Company through the locality...The right-of-way committee worked very hard. They attended meetings in SanBernardino, Upland, and Etiwanda, and held many conferences with railroad officials in Los Angeles... the committee was finally able to persuade the officials that a railway was needed farther north.” (Ibid:the following year, the citizens of loamosa voted to change the name of thecommunity to Alta Loma).

Construction along the 21.63 mile segment was performed by the Grant Brothers, Southern Pacific’s construction contractor (Duke 2002:117 [29]; the SP had purchased PE in “the greatmerger” of 1910). The contract was awarded on May 28, 1913, at a cost of $1,424,000. “Work actually began on June 7, 1913, when the contractors...founded the town of Fontana and immediately started grading east and west from there (Interurbans 1976:56). It had been anticipated that construction would be completed by May, 1914 but there was a delay due to difficulties crossing Lytle Creek which could be subject to hazardous flooding during the Spring.

The creek was transected with due care and the rail segment was completed on July 14, 1914.The Los Angeles Times for July 15 reported the festivities which had transpired in San Bernardino the day before: “With 20,000 persons looking on, a pageant of transportation wended its waythrough San Bernardino’s streets...It was a day of rejoicing, scores of cities joining hands with San Bernardino in mutual felicitations. The spike used was a solid silver one, the gift of the citizens ofthe new community of Alta Loma. It was driven into an orangewood tie, presented to the PacificElectric by the Fontana Chamber of Commerce, with silver plated hammers presented by theChamber of Commerce of Rialto and the citizens of Etiwanda. All these communities are on the DPR 523L (1/95) *Required information
State of Cabtornia
— The Resources Pnmaly’# 36-020137 DEPARTMENT OF PARKS AND RECREATION ___________________
CONTINUATION SHEET TinomTal_____________________

Page 5 ends

new line.”
According to the Times article, the silver spike was driven by Mayor H.H. Rose of Los Angeles and Mayor Claude R. Davidson of San Bernardino (also Duke 2002:117[29]). Others claim the spike was driven by Ralph Swing of the San Bernardino right-of-way committee (Stoebe 1981:18; both reports may be correct). By today’s standards, 20,000 people might not seem like that large a crowd but its size becomes more impressive when one considers that this number exceeded the entire population of Redlands at the time.

In one technological respect, the new San Bernardino Line stood apart from all other PE rail segments; namely its electrical power. On the San Bernardino Line, the trolley wires transmitted 1200 volt electricity whereas all other PB segments were powered by only 600 volts. Substations for the 1200 volt line were spaced ten miles apart and were located at Ramona Park (Aihambra), Vineland (Baldwin Park), North Pomona, Etiwanda, and San Bernardino (Duke, bc. cit.). This increased voltage enabled the San Bernardino cars to operate at high speed, sometimes approximating 60 m.p.h. One can only imagine the thril that such a speed must have imparted to passengers riding a wooden car in 1914.

The early interurban cars on the San Bernardino line were “1000” series wooden cars built on steel frames by the Jewett Car Company of Newark, Ohio. The traction motors, which were built by Westinghouse and installed by the PE, consisted of four motors wired in parallel for 600 volt operation and two motors wired in series for 1200 volt operation. The design of the cars was “utilitarian, with nearly flat ends and curved glass corners” (ibid.). They were double-ended to enable multiple car trains and featured a vestibule and steps at each end. Trolley poles to conduct current from the overhead wires to the trolley traction motors were located at each end of the roof. Each car was equipped with a rolling roof destination sign, a gong, air whistle, and moveable arch headlight.

A number of PE cars survive, including some early examples. Most are stored at the Orange Empire Railway Museum in Perris (Coscia 2003:n.p.).

Most of the depot buildings along the San Bernardino Line were wood frame structures of the type previously favored by the PE. However, four of the new stations along the Upland-San Bernardino segment were built of concrete. Three of these single-story stations were similar in floor plan; featuring a roofed open-air waiting area at one end, lobby and ticket office in the center, and freight handling and loading area on the opposite end. Depots of this type were built at Rialto, Alta Loma, and Etiwanda, the latter differing from the others only in the fact that it was decorated with a Mission style parapet belfry. The fourth concrete station was a large affair at Fontana which was built in cooperation with a real estate business (ERHA n.d. :n.p.; for additional information on PE stations, see Heller 1998).

Although freight comprised an important part of the San Bernardino Line business from the beginning, the focus during the early days was on passenger service.

A one way trip took about two hours although time lessened slightly over the years. Initially, there were ten trains making the round trip from Los Angeles to San Bernardino (see Duke 2002:117{29J for additional details). In 1916, seven trains ran the round trip. By 1934, this number had increased to eight and by 1937, it had increased to nine. These increases may have been due to the affects of the Great Depression. But by 1940, when the Depression was ending, the number of trains had decreased to four (Crump 1965:231).

When the PE first opened the newly completed San Bernardino Line in 1914, the automobile was beyond the financial reach of most California families. Moreover, road conditions were poor and travel between Los Angeles and San Bernardino may not have been especially practical even for those who did own “motorcars.” As the years passed, all of this changed and demand for passenger DPR 523L (1/95) *Required Information
‘. i State of California —The ResourcesAg.ncy rmaiy# 36-O2fl37 [DEPARTMENT OF PARKS AND RECRE’flON HI#___________________________________ si—iE••

Page 6 of 7 ends

service on the PE declined with predictable regularity. On November 1, 1941, all regular passenger through service to San Bernardino ended, although numerous special troop trains made the trim during WWII (Interurbans 1976:56). However, demand for freight service, including citrus, cement, oil, gravel, and manufactured products, filled the gap.

Citrus was the most important freight for the San Bernardino Line. The PE directly competed with the Santa Fe for the regional citrus hauling business and during the early years, the Santa Fe enjoyed a particular advantage in that it had already established most of the local growers as patrons and it had laid spurs to the existing packing houses. These spurs served as barriers to construction of PE spurs. In order to combat this imbalance in competition, the PE “brought about” construction of new packing houses at advantageous locations including Alta Loma, Upland, and elsewhere (ERHA n.d.:n.p.; for a detailed account of the Alta Loma packing house development, see Stoebe 1981:18f.).

During WWII, demand for freight service on the San Bernardino Line was more than the PE’s regular cars could handle. Consequently, the PE leased several double-ended steam locomotives from the Southern Pacific (Interurbans 1976:60). Post-war demand for freight movement continued and, on October 1, 1951, the trolley wires were abandoned, all locomotion being provided by diesels. “Shortly thereafter, the double track from State St. yard, L.A., to Baldwin Park was converted to a single track and the SB line had completed its transition from a high-speed interurban operation to a low-speed diesel freight drag line” (ibid.).

As the region west of Baldwin Park continued to develop residentially, the orange trees gave way to homes and shopping centers. With this change came a lapse in the need for freight movement along the SB line. Service was discontinued in 1993 and title to the San Bernardino County portion of the right-of-way subsequently passed from the Southern Pacific to the San Bernardino Transportation Authority. The process of removing track, ties, and ballast commenced immediately (Burns & McDonnell 2002: 13f.).

Evaluation
The 3.25 mile PE railroad alignment segment within the APE is a component of the Pacific Electric’s Los Angeles/San Bernardino branch. It would be difficult to overestimate the economic and cultural importance of this branch to the early 20th century residents of the area between Upland and San Bernardino. Construction of the PE line permitted local citrus and grape growersto efficiently transport their fruit and the passenger service allowed people to conveniently travel to the cities not only to conduct business but to attend cultural events. The 3.25 mile Etiwanda segment must be evaluated within this regional historical context.

The integrity of the segment has been partially compromised because the tracks, ties, and other hardware relating to the railroad presence have been removed and because expansive tract housing developments now stand adjacent to much of the right-of-way, thereby altering its setting. On the other hand, the elevated roadbed for the tracks survives and, with the exception of paved roads transecting the alignment, the entire stretch remains unbroken by modern construction.

Moreover, two buildings relating to the railroad survive, namely the Etiwanda Depot (RC-1) and the Etiwanda Foothill Citrus Association packing house (RC-2). Thus, the alignment retains a degree of integrity sufficient for the viewer to easily identi1’ it for what it is.

The historical importance of the PE Los Angeles/San Bernardino branch is essentially regional in character and, for that reason, the segment within the APE does not appear to be eligible for inclusion in the NRHP. However, its association with the early 20th century arrival of rail DPR 5231 (1/95) *Required information
State of California — The Resourø
DEPARTMENT OF PARKS AND .L

CONTI NUATION SHEET

Page 7 ends

transportation in the area appears to make the segment eligible for inclusion in the CRHR at the regional level (PRC 5024.1(c)(1)).

References Cited
Burns & McDonnell
2002 Historic Report (49 CFR 1105.8), San Bernardino Associated Governments Abandonment of Railroad-22. 1 Miles in San Bernardino County, California. Unpubished portion of SANBAG environmental impact report on file with the City of Rancho Cucamonga.

Coscia, David
2003 Surviving Equipment of the Pacific Electric Railway. http://home.socal.rr.com/coscia/peequipment.html.

Crump, Spencer
1965 Ride the Big Red Cars: How Trolleys Helped Build Southern California. Trans-Anglo Books. Los Angeles.

Duke, Donald
2002 Pacific Electric Railway, vol. 2. The Eastern Division.

Golden West Books. San Marino.

ERHA (Electric Railroad Historical Association of Southern California) n.d. San Bernardino Line. www.erha.org/pensb.htm.

Heller, John
1998 Pacific Electric Stations. Electric Railway Historical Association of Southern California. Long Beach.

Hickcox, Robert L.
1981 A History of Etiwanda. City of Rancho Cucamonga Community Services Department. Rancho Cucamonga.

Interurbans Publications Inc.
1976 San Bernardino Line. In Pacific Electric 1976, Interurbans Special 61-Lines of Pacific Electric (Northern & Eastern Districts (Spring 1976), pp. 97-112. Glendale.

Stoebe, Martha Gaines
1981 The History of Alta Loma, California, 1880-1980. B&S Publishing Company. Alta Loma.

Tobar, Christian
n.d. The Pacific Electric Railway and its History in the San Bernardino Valley. 36-020137 /
I
DPR 523L (1/95) *Required nIormation
State of California •The Resources Agency
Prxmary# 36-020137 DEPARTMENT OF PARKS AND RECREATION
HRI #
________________________

CONTINUATION SHEET
Trinomial
________

Page 1 of 1 ends

*Recorded by Janet Hansen, LSA Associates, Inc. *Date: November 2005 Continuation X Update NRHP Status Code: 6Z
P11. Report Citation: Historical Property Survey Report, Pacific Electric Inland Empire Trail Project— Phase 1, City ofRancho Cucamonga, San Bernardino County, LSA Associates, Inc., February 2006 L3. Description: The 3.5 mile segment of the PE line within the project APE does not retain its integrity of design, workmanship, materials, setting, feeling, or association. The roadbed and associated concrete drainage culverts are the only extant features of the segment. All of the track, ballast, ties, hardware, and other features were removed in the late 1 990s. j Due to the lack of integrity, this segment of the resource does not appear eligible for listing in the National Register of Li’ Historic Places (NRHP) or the California Register of Historical Resources (CRHR). Should the entire linear resource be evaluated at some future time, this segment would not be a contributing segment to its potential eligibility for the NRHP or CRHR.

DPR 523L (1/95) *Required Information

State of California - The Resources Agency Primary #
DEPARTMENT OF PARKS AND RECREATION HRI #
PRIMARY RECORD Trinomial (j f&Q I
NRHP Status Code
Other Listings
Review Code
Reviewer
Date

Page 1 of 7 ends

P1. Other Identifier: SRI-3546
*P2 Location: Not for Publication Unrestricted *a. County: San Bernardino * b. USGS Quad: 7.5’ FONTANA (2009); Ti S R6W, SW¼ of SE¼ of Sec. 1; SBBM c. Address:
d. UTM: Zone ii; 457629 mEl 3773865 mN NAD27 GPS
e. Other Locational Data:

The site is located on Route 66 at postmile 14.0, in Fontana. *
P3a. Description:

This site is a well-maintained, historical-period road known as Almeria Avenue. The road has two lanes and is paved with asphalt. The road is oriented north-south and intersects Highway 66 from both sides. This segment of Highway 66 was previously recorded as part of the National Old Trails Highway/Historic Route 66 (P-36-002910). The area in the immediate vicinity of the road has been developed for residential and commercial use. The site was identified on the 1954 San Bernardino 15-minute, and 1953 Fontana 7.5-minute USGS topographic quad maps. The current project only examines the first 15 meters from the edge of pavement corresponding to the Caltrans right-of-way. The site continues beyond the right-of-way, but these portions were not recorded. No cultural material is associated with this site. *p6. Date ConstructedlAge & Sources:

Historic EPrehistoric ElBoth
*7 Owner and Address:
7006 WEST VALMONT LLC, P.O.

BOX 261 006

ENCINO, CA
*p8. Recorded by:

Patrick Stanton
*9 Date Recorded: 6/1/2011
*P1O. Survey Type:

Reconnaissance survey of highway
right-of-way
* P3b. Resource Attributes: AH7 historical-period road; HP37 historical-period road *4 Resources Present: EBuilding EStructure DObject Site EDistrict EElementof District EOther(lsolates, etc.) *p5b. Description of Photo:

Facing N; 5/7/2011; Almeria Avenue
* P11. Citation: Report forthcoming
*Attachments: El None Location Map Sketch Map Continuation Sheet El Building, Structure, and Object Record Archaeological Record El District Record Linear Feature Record El Milling Station Record El Rock Art Record El Artifact Record Photograph Record El Other:

DPR523A (1/95) *Required Information
State of California - The Resources Agency Primary #
DEPARTMENT OF PARKS AND RECREATION Trinomial

ARCHAEOLOGICAL SITE RECORD

Page 2 of 7 ends

*Al. Dimensions: a. Length 78 m (N/S) x b. Width 18 m (E/W) Method of Measurement: E Paced Taped Hi Visual estimate GPSE Other:

Method of Determination: Hi Artifacts Features Hi Soil Hi Vegetation Hi Topography E Cut bank Animal burrow Hi Excavation Hi Property boundary Other: The site boundary is determined in part by the right-of-way established Reliability of determination: High Hi Medium L Low
Explain: Because the site is well maintained, the site boundary is readily apparent.

Limitations: Restricted access Paved/built over Site limits incompletely defined Disturbances Vegetation Hi Other:

A2. Depth: None None Hi Unknown Method of determination: None *A3. Human Remains:

Present Absent Possible Unknown
*A4. Features:

The only feature associated with this site is a well-maintained, historical-period road known as Almeria Avenue (Feature 6524).

The road has two lanes and is paved with asphalt. The road is oriented north-south and intersects Highway 66 from both sides.

This segment of Highway 66 was previously recorded as part of the National Old Trails Highway/Historic Route 66 (P-36- 00291 0). The area in the immediate vicinity of the road has been developed for residential and commercial use. The site was identified on the 1954 San Bernardino 15-minute, and 1953 Fontana 7.5-minute USGS topographic quad maps. The current project only examines the first 15 meters from the edge of pavement corresponding to the Caltrans right-of-way. The site continues beyond the right-of-way, but these portions were not recorded. No cultural material is associated with this feature. *A5 Cultural Constituents:

No artifacts were observed.
*A6. Were Specimens Collected? No Hi Yes
*A7. Site Condition Good Hi Fair Hi Poor
No site disturbances were observed.
*As Nearest Water: The nearest water appears to be Etiwanda Creek, which passes under Highway 66 approximately 3.5 *A9. Elevation: 393 m amsi
A1O. Environmental Setting:

The site is located in an area developed for commerical and residential use. The southwestern and northwestern corners of the intersection are empty lots filled primarily with grasses. The occasional eucalyptus tree dots the landscape, usually along the side of the road.

All. Historical Information:

The site was identified on the 1954 San Bernardino 15-minute and 1953 Fontana 7.5-minute USGS topographic quad maps. *Al2. Age: Hi Prehistoric Hi Protohistoric Hi 1542-1769 Hi 1769-1848 Hi 1848-1880 Hi 1880-1914 Hi 1914-1945 Post-1945 Hi Undetermined
A13. Interpretations:

None
A14. Remarks:

None
A15. References:

None
A16. Photographs: See photograph record
Original MediaiNegatives Kept At: 21 W. Stuart Aye, Redlands, CA 92373 *Al7. Form Prepared By: Patrick Stanton Date: 6/1/2011
Affiliation and Address: Statistical Research, Inc., 21 W. Stuart Aye, Redlands, CA 92373 DPR523C (1195) “Required Information
State of California - The Resources Agency Primary #
DEPARTMENT OF PARKS AND RECREATION HRI #
LINEAR FEATURE RECORD Trinomial

Page 3 of 7 ends

LI. Historic andlor Common Name: Almeria Avenue
L2a. Portion Described: E Entire Resource Segment C Point Observation Designation: Feature 6524 L2b. Location of Point or Segment:

Zone 11 457628 mEl 3773895 mN NAD27 GPS
Zone 11 457629 mEl 3773835 mN NAD27 GPS
L3. Description:

The only feature associated with this site is a well-maintained, historical-period road known as Almeria Avenue (Feature 6524).

The road has two lanes and is paved with asphalt. The road is oriented north-south and intersects Highway 66 from both sides.

This segment of Highway 66 was previously recorded as part of the National Old Trails Highway/Historic Route 66 (P-36- 002910). The area in the immediate vicinity of the road has been developed for residential and commercial use. The site was identified on the 1954 San Bernardino 15-minute, and 1953 Fontana 7.5-minute USGS topographic quad maps. The current project only examines the first 15 meters from the edge of pavement corresponding to the Caltrans right-of-way. The site continues
L4. Dimensions: L4e. Sketch of Cross-Section: Facing: a. Top Width: 12.00 m b. Bottom Width: N/A
c. Height or Depth: None
d. Length of Segment: 67.00 m
L5. Associated Resources:

None
L6. Setting:

The site is located in an area developed for commerical and residential use. The southwestern and northwestern corners of the intersection are empty lots filled primarily with grasses. The occasional eucalyptus tree dots the landscape, usually along the side of the road.

L7. Integrity Considerations:

No site disturbances were observed.

L8b. Description of Photo, Map, or
Drawing
See sketch map
L9. Remarks:

None
LID. Form Prepared By:

Patrick Stanton
LII. Date: 6/1/2011
DPR523E (1195)
State of California - The Resources Agency Primary #
DEPARTMENT OF PARKS AND RECREATION HRI #

PHOTOGRAPH RECORD
Trinomial

Page 4 of 7 ends

Camera Format: Lens Size:

Film Type and Speed: Digital Negatives Kept At: 21 W. Stuart Aye, Redlands, CA 92373 Date Time ExpI Subject/Description View Accession #
Frame Toward
5/7/2011 3505 Almeria Avenue N
5/7/2011 3504 Almeria Avenue S
DPR5231 (1195)
paJ!nbeN UO!WWJO4UI ccciua (96I)
e6ed 9 OL 33JflOSO 8WCN Jo :# 9I9E-IdS
NOIIV3O7 dVIN IIWOU!J1
.LN3VJI.NVd3a dO S)IIVd aNy NOIIV3U33U INH #
ee;s o e!UJOJ!1E3 - aq serunose Aue6y AJeW!Jd #
I.

S
dI?IN. :eWeN 91 VNV±NOd sosn o!qd]6odo Peno :eos OOO’i: :Jee,J 6OO State of California - The Resources Agency Primary #
DEPARTMENT OF PARKS AND RECREATION HRI #
SKETCH MAP Trinomial

Page 6 of 7 ends

*Drawn By: Patrick Stanton *Date: 06/01/2011
Road continues 4
/
I,
I
-
‘. 10G) wio I
Q_.

SRI-3546
Previously
recorded site:

P.36-002910

14.0 HihWäi
•
Road donhnues
A Site datum
0 Postmile
N Edge of pavement
0 meters 25 — — Edge of right of way
— — — .1. o feet 50 —. Site boundary
DPR523K (1195) *Requjreu Information
State of California - The Resources Agency Primary #
DEPARTMENT OF PARKS AND RECREATION HRI #
CONTINUATION SHEET Trinomial

Page 7 of 7 ends

*Recorded By: Patrick Stanton *Date: 6/1/2011 Continuation D Update P2b. Legal description
T iS R 6W; NW¼ of NE1/4 of Sec 12; SBBM
P2d. UTM
Zone ii; 457629 mE/ 3773835 mN NAD27 GPS
P4. Resources Present
[XJ Other (linear)
P7. Owner and Address

CHEN, HUEI-LIN
127 S SECOND AVE #A
ARCADIA CA 91006

PRIVATE PROPERTY

ADDRESS UNKNOWN
Al. Method of determination
by Caltrans. The right-of-way extends 15 m from the edge of the highway. The site continues beyond the right-of-way, but these portions were not recorded. The site was identified on the 1954 San Bernardino 15-minute, and 1953 Fontana 7.5-minute USGS topographic quad maps.

A8. Nearest water
miles west of the site.

L3. Description
beyond the right-of-way, but these portions were not recorded. No cultural material is associated with this feature.

DPR523L (1195) *Required Information

State of California -The Resources Agency Primary #
DEPARTMENT OF PARKS AND RECREATION HRI #
PRIMARY RECORD Trinomial /‘3
NRHP Status Code
Other Listings
Review Code ReviewerDate

Page 1 of 8 ends

P1. Other Identifier: SRI-3548
* P2. Location: J Not for Publication Li Unrestricted *a County: San Bernardino * b. USGS Quad: 7.5’ FONTANA (2009); Ti S R6W, SE¼ of SE¼ of Sec. 2; SBBM c. Address:

U. UTM: Zone 11; 456211 mEl 3773870 mN NAD27 GPS
e. Other Locational Data:

This site intersects both sides of Foothill Boulevard/Highway 66 at postmile 13.1, neat Fontana. * P3a. Description:

This site is an asphalt-paved, historical-period toad known as Hemlock Avenue. This site is oriented north-south on both sides of Highway 66. This segment of Highway 66 was previously recorded as part of the National Old Trails Highway/Historic Route 66 (P-36-00291 0).

Feature 12212, the south segment of Hemlock Avenue, has three lanes: one southbound lane and two northbound lanes, separated by a solid double yellow line. Northbound, one lane is a left-turn-only lane, as indicated by a white arrow painted on the pavement (the arrow is outside the right-of-way, but still clearly visible). The other northbound lane is straight / tight turn lane.

The two northbound lanes are separated from each other by a solid white line painted on the pavement. At the edge of the south segment, there are two, parallel, solid-white lines perpendicular to Hemlock Avenue, which form a pedestrian crosswalk next to the highway.

Feature 12213, the north segment of Hemlock Avenue, has four lanes in a similar (but directionally opposite) arrangement to the south side. There are three southbound lanes: one left-turn-only lane, one straight lane, and one right-turn lane. The right-turn I,no dnoc nnf annoar in ho o fnrm,i1 ann hi if fho mirfdln lana ic nf gin, thin nnrIth no if in ar’nnmmndnfo tha nnhf ii rn * P3b. Resource Attributes: AH7 Historical-period road, HP37 Historical-period road *4 Resources C.. EObject lSite Disthct .Element of District LiOther (Isolates, etc.) *P5b Description of Photo:

Facing N; 5/7/2011; Hemlock Avenue
*p6. Date ConstructedlAge & Sources:
jHistoric Li Prehistoric LiBoth
*7 Owner and Address:

PRIVATE PROPERTY, ADDRESS

UNKNOWN
*p Recorded by:

J. Lev-Tov
*9 Date Recorded: 8/8/2011
*P1O. Survey Type:

Reconnaissance survey of highway
right-of-way
“Attachments: D None [ Location Map L Sketch Map Continuation Sheet Li Building, Structure, and Object Record Archaeological Record Li District Record i Linear Feature Record Li Milling Station Record Li Rock Art Record Artifact Record f Photograph Record Z Other:

DPR523A (1/95)
Citation: Report forthcoming
“Required Information
36-024698
State of California - The Resources Agency Primary #
DEPARTMENT OF PARKS AND RECREATION Trinomial

ARCHAEOLOGICAL SITE RECORD

Page 2 of 8 ends

*A1. Dimensions: a. Length 71 m (N/S) x b. Width 21 m (E]W) Method of Measurement: LI Paced LI Taped LI Visual estimate GPS LI Other:

Method of Determination: LI Artifacts LI Features LI Soil ti Vegetation LI Topography LI Cut bank LI Animal burrow LI Excavation LI Property boundary Other: The site boundary is determined in part by the right-of-way established Reliability of determination: High U Medium LI Low
Explain: This site is a paved road whose boundaries were determined by the edges of the asphalt pavement Limitations: LI Restricted access LI Paved/built over Site limits incompletely defined LI Disturbances LI Vegetation LI Other:

A2. Depth: None None LI Unknown Method of determination: None “A3. Human Remains: LI. Present Absent Possible LI Unknown *A4 Features:

This site has two features, the north and south segments of Hemlock Avenue. This is a historical-period road now paved with asphalt. Both segments feature very new asphalt pavement and concrete curbs. This site is oriented north-south on both sides of Highway 66. This segment of Highway 66 was previously recorded as part of the National Old Trails Highway/Historic Route 66 (P-36-002910).

Feature 12212, the south segment of Hemlock Avenue, has three lanes: one southbound lane and two northbound lanes, separated by a solid double yellow line. Northbound, one lane is a left-turn-only lane, as indicated by a white arrow painted on the pavement (the arrow is outside the right-of-way, but still clearly visible). The other northbound lane is straight / right turn lane.

The two northbound lanes are separated from each other by a solid white line painted on the pavement. At the edge of the south segment, there are two, parallel, solid-white lines perpendicular to Hemlock Avenue, which form a pedestrian crosswalk next to the highway.

Feature 12213, the north segment of Hemlock Avenue, has four lanes in a similar (but directionally opposite) arrangement to the south side. There are three southbound lanes: one left-turn-only lane, one straight lane, and one right-turn lane. The right-turn lane does not appear to be a formal lane, but the middle lane is of double width, as if to accommodate the right turn lane without its being so marked. The lanes are separated from each other in the same manner as the south segment’s lanes are; the north and southbound lanes are separated by a solid double yellow line, and the left-turn-only lane is separated from the other two southbound lanes by a solid white line.
*A5 Cultural Constituents:

No artifacts were observed.
*A6. Were Specimens Collected? No LI Yes
*A7 Site Condition V Good LI Fair LI Poor
No site disturbances were observed.
*A8. Nearest Water: The nearest water appears to be Etiwanda Creek, which crosses Highway 66 approximately 2.2 miles *A9 Elevation: 384 m amsl
Al 0. Environmental Setting:

This site is set within the valley south of the San Gabriel Mountains, and as such the area is mainly flat. Vegetation consists almost entirely of non-native planted species, such as eucalyptus and evergreen bushes. Some weed species in nearby empty lots may be native as well.

All. Historical Information:

The road appears on the 1953 Fontana 7.5-minute USGS topographic quad map. *A12. Age: LI Prehistoric LI Protohistoric IL 1542-1769 LI 1769-1848 IL 1848-1880 IL 1880-1914 UI 1914-1945 Post-1945 IL Undetermined
Al 3. Interpretations:

This is a mixed residential and commercial access road which has been improved (widened) over the years to accommodate a relatively large amount of traffic.

A14. Remarks:

None
A15. References:

None
A16. Photographs: See photograph record
Original MedialNegatives Kept At: 21 W. Stuart Aye, Redlands, CA 92373 “A17. Form Prepared By: J. Lev-Tov Date: 8/8/2011
Affiliation and Address: Statistical Research, Inc., 21 W. Stuart Aye, Redlands, CA 92373 DPR523C (1195) *Required Information
36-024698
State of California -The Resources Agency Primary #
DEPARTMENT OF PARKS AND RECREATION HRI #
LINEAR FEATURE RECORD Trinomial

Page 3 of 8 ends

LI. Historic andIor Common Name: Hemlock Avenue
L2a. Portion Described: D Entire Resource Segment LI Point Observation Designation: Feature 12212 L2b. Location of Point or Segment:

Zone 11; 456204 mEl 3773843 mN NAD27 GPS
Zone 11; 456218 mE/ 3773897 mN NAD27 GPS
L3. Description:

Feature 12212, the south segment of Hemlock Avenue, has three lanes: one southbound lane and two northbound lanes, separated by a solid double yellow line. Northbound, one lane is a left-turn-only lane, as indicated by a white arrow painted on the pavement (the arrow is outside the right-of-way, but still clearly visible). The other northbound lane is straight I right turn lane.

The two northbound lanes are separated from each other by a solid white line painted on the pavement. At the edge of the south segment, there are two, parallel, solid-white lines perpendicular to Hemlock Avenue, which form a pedestrian crosswalk next to the highway.

L4. Dimensions: L4e. Sketch of Cross-Section: Facing: a. Top Width: 23.00 m b. Bottom Width: N/A
c. Height or Depth: None
d. Length of Segment: 15.00 m
L5. Associated Resources:

None
L6. Setting:

This site is set within the valley south of the San Gabriel Mountains, and as such the area is mainly flat. Vegetation consists almost entirely of non-native planted species, such as eucalyptus and evergreen bushes. Some weed species in nearby empty lots may be native as well.

L7. Integrity Considerations:

No site disturbances were observed.

L8b. Description of Photo, Map, or
Drawing
See sketch map
L9. Remarks:

None
Lb. Form Prepared By:

J. Lev-Tov
LII. Date: 8/8/2011
DPR523E (1/95)
36-024698
State of California -The Resources Agency Primary #
DEPARTMENT OF PARKS AND RECREATION HRI #
LINEAR FEATURE RECORD Trinomial

Page 4 of 8 ends

LI. Historic andlor Common Name: Hemlock Avenue
L2a. Portion Described: Li Entire Resource Segment D Point Observation Designation: Feature 12213 L2b. Location of Point or Segment:

Zone 11; 456204 mEl 3773843 mN NAD27 GPS
Zone 11; 456218 mEl 3773897 mN NAD27 GPS
L3. Description:

Feature 12213, the north segment of Hemlock Avenue, has four lanes in a similar (but directionally opposite) arrangement to the south side. There are three southbound lanes: one left-turn-only lane, one straight lane, and one right-turn lane. The right-turn lane does not appear to be a formal lane, but the middle lane is of double width, as if to accommodate the right turn lane without its being so marked. The lanes are separated from each other in the same manner as the south segment’s lanes are; the north and southbound lanes are separated by a solid double yellow line, and the left-turn-only lane is separated from the other two southbound lanes by a solid white line.

L4. Dimensions: L4e. Sketch of Cross-Section: Facing: a. Top Width: 26.00 m b. Bottom Width: N/A
c. Height or Depth: None
U. Length of Segment: 15.00 m
L5. Associated Resources:

None
L6. Setting:

This site is set within the valley south of the San Gabriel Mountains, and as such the area is mainly flat. Vegetation consists almost entirely of non-native planted species, such as eucalyptus and evergreen bushes. Some weed species in nearby empty lots may be native as well.

L7. Integrity Considerations:

No site disturbances were observed.

L8b. Description of Photo, Map, or
Drawing
See sketch map
L9. Remarks:

None
Lb. Form Prepared By:

J. Lev-Tov
LII. Date: 8/8/2011
DPR523E (1195)
36-024698
8/8/2011
8/8/2011
5/7/2011
5/7/2011
4147
4148
3507
3508
N
$
S
N
State of California - The Resources Agency Primary #
DEPARTMENT OF PARKS AND RECREATION HRI #
PHOTOGRAPH RECORD Trinomial

Page 5 of 8 ends

Camera Format: Lens Size:

Film Type and Speed: Digital Negatives Kept At: 21 W. Stuart Aye, Redlands, CA 92373 Date Time Exp/ Subject/Description View Accession #
Frame Toward
Hemlock Avenue North
Hemlock Avenue
Hemlock Avenue
Hemlock Avenue
DPR5231 (1195)
36-024698
State of California -The Resources Agency Primary #
DEPARTMENT OF PARKS AND RECREATION HRI #
LOCATION MAP Trinomial
Page6of8 *Resource Name or #: SRI-3548
*Map Name: 75’ FONTANA USGS Topographic Quad Scale: 1:24,000 *Year. 2009 -
/// DEVORE
3 . -
\__
-J N - -- -
-
SRI-5346 ISRI-3548j. lS122t4ir__L_1sm4525frJ - ..
. 1 róorHI4jL1SF-5344 .. I... .

J.- . LAra - -—
“: • :‘ :. p •Ii
- -ISRI-3549 1- ,JSRI4544 SR14555( l4546 - --
-jSRI-6551 IP-36-020137
] - Paik .. -,!_:&.. •- -,
.j Th:
_)t’ - -
___
I Kaiser1 çN 1 : --— 4f’ a—
r .. - -.
• ‘,j J, •, — I _. CCCS. •.. - —
1 “-a—— 4r-l---4, - — Ii . ; ‘
—
‘...••.. .. .. 4. •.• ...- •
L._ —. —
.

LPLANT
R . ‘
L ---- .,i.
0 mrs 1,000 r tR4flth*
Lj::.d_.J.[.._-
DPR523J (1195) *Required Information
36-024698
State of California - The Resources Agency Primary #
DEPARTMENT OF PARKS AND RECREATION HRI #
SKETCH MAP Trinomial

Page 7 of 8 ends

*Drawn By: J. Lev-Tov *Date: 08/08/2011
——
/
/ Previously / recorded site;
I’ I P-36-002910
•1
—-—-—-———--$----——-—---- /
/
/
/
I
/
---7-.
c,It / l I ‘.- I
/
%?adcootinues
A Site datum
0 Poatmite
— Edge of pavement
— Edge of right of way
Site boundary
‘
- ]_ --
(.I
r ]
Highway
SR13548
A
25 N 0 meters
0 feel 50
DPR523K (1195) *Required Information
36-024698
State of California -The Resources Agency Primary #
DEPARTMENT OF PARKS AND RECREATION HRI #
CONTINUATION SHEET Trinomial

Page 8 of 8 ends

*Recorded By: J. Lev-Tov *Date. 8/8/201 1 1 Continuation D Update P2b. Legal description
T 15 R6W; SW¼ of SE¼ of Sec 2; SBBM
T iS R 6W; NE%of NEXof Sec 11; SBBM
T iS R6W; NW¼ofNE¾ofSec 11; SBBM
P2d. UTM
Zone ii; 456218 mEl 3773897 mN NAD27 GPS
P3a. Description
lane without its being so marked. The lanes are separated from each other in the same manner as the south segmenVs lanes are; the north and southbound lanes are separated by a solid double yellow line, and the left-turn-only lane is separated from the other two southbound lanes by a solid white line.

The site appears on the 1953 Fontana 7.5-minute USGS topographic quad map. The current project only examines the first 15 meters from the edge of pavement corresponding to the Caltrans right-of-way. The site continues beyond the right-of-way, but these portions were not recorded. No cultural material is associated with this site.

P4. Resources Present
[X] Other (linear)
Al. Method of determination
by Caltrans. The right-of-way extends 15 m from the edge of the pavement. The site continues beyond the right-of-way, but these portions were not recorded. The site also appears on the 1953 Fontana USGS 7.5-minute topographic quad map.

Al. Reliability of determination
to the east and west, demarcated by concrete curbs. The north and south boundaries were determined by the right-of-way.

A8. Nearest water
west of the site.

DPR523L (1195) *Requjred Information
36-024698

Reports
ReportNum OtherIDs Authors CitYear CitTitle CitPublisher Resources SB-01189

NADB-R -
1061189;
Voided - 81-

9.7 SCIENTIFIC

RESOURCE
SURVEYS, INC.
1981

CULTURAL RESOURCES REPORT ON THE RANCHO FONTANA

PROJECT LOCATED IN THE FONTANA AREA OF THE COUNTY OF

SAN BERNARDINO
SCIENTIFIC RESOURCE SURVEYS, INC.

SB-01501

NADB-R -
1061501;
Voided - 85-

7.6 MASON, ROGER D. 1985 CULTURAL RESOURCE SURVEY REPORT FOR THE ETIWANDA PIPELINE AND POWER PLANT EIR SCIENTIFIC RESOURCES SURVEYS, INC.

SB-01506

NADB-R -
1061506;
Voided - 85-

9.2 SWOPE, KAREN K. and
MEG MCDONALD 1985
ENVIRONMENTAL IMPACT EVALUATION: ARCHAEOLOGICAL
ASSESSMENT OF TENTATIVE TRACT 13000, CITY OF FONTANA,

SAN BERNARDINO COUNTY, CALIFORNIA

ARCHAEOLOGICAL RESEARCH UNIT,
UCR
SB-02621

NADB-R -
1062621;
Voided - 92-

2.20A-B
ALEXANDROWICZ, J.

STEVEN, ANNE Q.

DUFFIELD-STOLL,
JEANETTE A.

MCKENNA, SUSAN R.

ALEXANDROWICZ,
ARTHUR A. KUHNER,
and ERIC SCOTT
1992

CULTURAL AND PALEONTOLOGICAL RESOURCES

INVESTIGATIONS WITHIN THE NORTH FONTANA

INFRASTRUCTURE AREA, CITY OF FONTANA, SAN BERNARDINO

COUNTY, CALIFORNIA

ARCHAEOLOGICAL CONSULTING

SERVICES
36-004296, 36-006110, 36-
006111, 36-006251, 36-
006583, 36-006584, 36-
006585, 36-006586, 36-
006587, 36-006588, 36-
006589, 36-006807, 36-
006808, 36-006809, 36-
006810, 36-006811, 36-
006812, 36-006813, 36-
006814, 36-006815, 36-
006816
SB-04176 NADB-R -
1064176

COTTERMAN, CARY
D., EVELYN N.

CHANDLER, and
ROGER D. MASON
2003
CULTURAL RESOURCES INVESTIGATION OF STATE ROUTE 66
(FOOTHILL BLVD) WIDENING PROJECT, PHASE II, CITY OF
FONTANA, SAN BERNARDINO COUNTY, CA. 72PP

CHAMBERS GROUP, INC
SB-05062 NADB-R -
1065062 Hoover, Anna M. 2005
An Archaeological Records Search and Survey Report: APN's 1110-331- 005 to -12 and -22; 1110-161-021 to -023 and 110-331-003, Tracts 16526, 16604 & 17010, +/- 58-acre Property, City of Fontana, San Bernardino County, California.

L&L Environmental, Inc

Page 1 of 2 ends

Reports
ReportNum OtherIDs Authors CitYear CitTitle CitPublisher Resources SB-05498
Caltrans - ;

NADB-R -
1065498
Hammond, Christie 2003
Historical Resources Compliance Report for Relinquishment of State Route 66 (Foothill Boulevard), City of Fontana, San Bernardino County, California.

Caltrans District 8 36-002910
SB-07401 NADB-R -
1067401
Tang, Bai "Tom",
Deirdre Encarnacion,
Terri Jacquemain, and
Daniel Ballester
2013
Historical/Archaeological Resources Survey Report: Vulcan Conservation and Flood Control Project, in and near the City of Fontana, San Bernardino County, California.

CRM Tech

Page 2 of 2 ends

City of Fontana
Action Report
Planning Commission
8353 Sierra Avenue
Fontana, CA 92335
File #: 25-0448 Agenda Date: 8/19/2025
Agenda #: PH-C Category: Public Hearing
FROM:

Planning Department
TITLE:

Master Case No. 23-0101: Conditional Use Permit No. 24-0022, and Design Review No. 23-0024; A request for the development of a mixed use project (163 multi-family units and 5,000 square feet of commercial retail) within the R-5 zoning district and for site and architectural review of a five-story 83,125 square foot mixed-use building and associate improvements, on a 3.5 acre site located on the northeast corner of Foothill Boulevard and Sultana Avenue (APNs: 1110-331-13 and 1110-331-25), pursuant to a Categorical Exemption in accordance with CEQA Guidelines Section 15332.

RECOMMENDATION:

Based on the information in the staff report and resolution, and subject to the attached Findings and Conditions of Approval, staff recommends that the Planning Commission adopt Resolution PC No. 2025-____, and

1. Determine that the project is categorically exempt pursuant to Section No. 15332 (Class No. 32.

Infill Development) of the California Environmental Quality Act (CEQA), and Section No. 3.22 (Categorical Exemption) of the Local 2019 Guidelines for Implementing the CEQA, and direct staff to file a Notice of Exemption; and

2. Approve Conditional Use Permit (CUP) No. 24-0022; and

3. Approve Design Review (DRP) No. 23-0024.

APPLICANT:

Andresen Architecture, Inc.
17087 Orange Way
Fontana, CA 92335
LOCATION:

The project site is located on the northeast corner of Foothill Boulevard and Sultana Avenue (APNs:
1110-331-13 and 1110-331-25).

REQUEST:

Conditional Use Permit (CUP) No. 24-0022- A request for the establishment of mixed-used project within an R-5 zone.

Design Review (DR) No. 23-0024 - A request for site and architectural approval for a new five (5) story, mixed-use development building consisting of 163 multifamily units, with amenities, retail use, and a first-floor parking garage.

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File #: 25-0448 Agenda Date: 8/19/2025
Agenda #: PH-C Category: Public Hearing
PROJECT PLANNER:

Salvador Quintanilla, Senior Planner
BACKGROUND INFORMATION:

Land Use Table:

General Plan Zoning/Overlay Existing Land Use
Site: Multi-Family High
Density (R-MFH)
Multi-Family High
Density Residential
(R-5)
Vacant
North: Public Facility (PPF)Public Facility (P-PF) Pacific Electric Trail
South: General
Commercial (CG)/County of San
Bernardino
General Commercial
(C-2)/ County of San
Bernardino
Warehouse
Building
East: General
Commercial (C-G)
General Commercial
(C-2)
Vacant
West: Multi-Family
Residential/MultiFamily High Density
(R-MF/ R-MFH)
Multiple Family/ Multi
Family High Density
Residential (R-3/R-5)
Water tank and
supporting
building/Vacant
PROJECT DESCRIPTION:

A. Site Area: 151,589 square feet, approximately 3.5 acres B. Building Analysis:

Height 62’9” at corner roof top deck
Retail 5,000 square feet
Multifamily Units 163
ADU Units 41
C. Parking:

Vehicle Required: 274 parking spaces
Vehicle Provided: 277 parking spaces
D. Landscaping:

Required: 10,270 square feet (15 percent)
Provided” 22,383 square feet (32.6 percent)
ANALYSIS:

The applicant, Andresen Architecture, Inc., is requesting that the Planning Commission review and approve Conditional Use Permit No. 24-0022 for the establishment of a mixed-use development within an R-5 zoning district and approve Design Review No. 23-0024 for site and architectural City of Fontana Page 2 of 5 Printed on 8/13/2025
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File #: 25-0448 Agenda Date: 8/19/2025
Agenda #: PH-C Category: Public Hearing
within an R-5 zoning district and approve Design Review No. 23-0024 for site and architectural review for the development of a new five (5) story mixed-use project which includes 163 multi-family units and 5,000 square feet of commercial retail. The ADUs are depicted on the plans and in the summary for informational purposes only; they are not a part of the Planning Commission’s consideration as they are not subject to discretionary review.

The project site is located on the northeast corner of Sultana Avenue and Foothill Boulevard. The project consists of a rectangular building with parking, commercial retail on the first floor and multifamily units on the 3rd through 5th floor, and amenities through various floors of the building.

Currently, the site is vacant and comprised of two (2) parcels totaling 3.5 acres that will be consolidated into (1) parcel as part of a future lot line adjustment.

Conditional Use Permit No. 24-0022
The project is a vertical mixed-use project, that includes residential units above ground-floor commercial uses. Mixed use projects are permitted in the R-5 zoning district with the approval of a Conditional Use Permit (CUP). As identified in the Zoning and Development Code and as proposed, this mixed-use project supports transit use by providing a denser residential project, enhances access to public transportation, and encourages pedestrian activities and use of non-motor vehicle transportation. The project is located along Foothill Boulevard, a major bus corridor in Fontana that provides access to the Fontana Metrolink station. In addition, the project promotes pedestrian activities by establishing a pedestrian commercial use along Foothill Boulevard. The building is pulled back at the corner of Foothill Boulevard and Sultana Avenue to create a more comfortable pedestrian space at the intersection.

Design Review (DRP) No. 23-0024
The proposed five-story mixed-use building will be comprised of 163 multi-family units with amenities.

Five (5) 1,000 square foot retail units are proposed on the ground floor along with a 277-vehicle parking spaces. The 1,054 square foot units, 1,000 square foot units and 863 square foot residential units are located on the second through fifth floors.

PLAN NO. Type A Type A
SIZE 1,054 sq. ft 1,000 sq. ft.

NO. BEDRMS 3-Bed 3-Bed
NO. BATHS 2-Bath 1-Bath
OPEN SPACE 107 sq. ft. 94-98 sq. ft.

The applicant proposes a Contemporary style of architecture for the building. The architectural features for the proposed building will incorporate a white/gray neutral tone color palette with black and blue accent, with aluminum panels and railings, stone and brick veneer, exterior metal doors, and glazed windows The variations to the building face, varying roof lines and building’s height from 55 feet high to 62.9 feet high at the front corner of the building, will make the project architecturally pleasing and be consistent with the surrounding area. The project will contain amenities for the residents of all age groups; amenities include a BBQ island and seating area, corn hole, pool & spa, a fitness center, a recreation room with balcony, firepit and sitting area, as well as an amenity outdoor roof top deck with seating area for residential units’ use.

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File #: 25-0448 Agenda Date: 8/19/2025
Agenda #: PH-C Category: Public Hearing
The Project includes associated on and off-site improvements to include installing parking spaces, impervious pedestrian paving, new landscaping, enhanced paving, and lighting.

Grading/Walls:

The topography of the Project Site is relatively flat. The existing drainage pattern flows from north to south, with the proposed drainage pattern to direct the water to the east into an underground storage chamber which will be installed as part of the project. The Project will construct a six (6) foot high masonry wall along the north side of the property along the Pacific Electric Trail, and a six (6) foot high wrought iron fence on the east and west side, with the west side having a decorative pilaster every 20-30 feet. Additionally, the main entrance to the multi-family area there will be a six (6) foot high wrought iron fence with a swing gate and a four-foot-wide man gate.

Site Access/Circulation/Parking:

The project includes vehicle ingress/egress on Sultana Avenue for residents only and on Foothill Boulevard for the retail patrons and the future residential tenants. Parking for the retail patrons will be located in the rear of the retail units that are facing Foothill Boulevard. Residential parking will be on the ground floor, with additional parking along the west and north property lines. The project size is suitable in size and shape to support the development of the proposed multi-family and retail use building.

The project site meets the minimum parking requirements pursuant to the Zoning and Development code based for this type of development. The internal circulation has been reviewed by Planning, Fire, Traffic, and Engineering. The internal circulation is sufficient to support this type of use.

The project site is physically suitable in size and shape to support the development of the proposed mixed-use development. Applicable building codes, zoning codes, and fire codes and standards will make for a safe, attractive, and well-designed project. The project design incorporates safety measures f/or pedestrians.

Environmental:

Pursuant to the California Environmental Quality Act (CEQA) Guidelines and Section No. 3.22 (Categorical Exemption) of the City of Fontana’s 2019 Local Guidelines for Implementing CEQA, the proposed Project is categorically exempt from CEQA pursuant to CEQA Guidelines Section No. 15332 as a Class 32, In-Fill Development Project. The project site is considered Infill Development and meets the CEQA requirements of Infill: (1) The Project is consistent with the Multi-family High Residential (R-MFH) designation of the General Plan and the Multi-family High Density Residential (R-5) zoning district; (2) The Project Site is less than five (5) acres at 3.5 acres; (3) The Project Site is not within any known sensitive or threatened habitat area; (4) The Project will not have any significant effects related to traffic, noise, air quality, or water quality; and (5) There are adequate public services for the development of the proposed residential project. Further, none of the exceptions in CEQA Guidelines section 15300.2 apply to the project.

MOTION:

Approve staff’s recommendation.

ATTACHMENTS:

City of Fontana Page 4 of 5 Printed on 8/13/2025
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File #: 25-0448 Agenda Date: 8/19/2025
Agenda #: PH-C Category: Public Hearing
Attachment No. 1 - Vicinity Map
Attachment No. 2 - Project Plans
Attachment No. 3 - Planning Commission Resolution, and Conditions of Approval Attachment No. 4 - Notice of Exemption
Attachment No. 5 - Public Hearing Notice
City of Fontana Page 5 of 5 Printed on 8/13/2025
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ATTACHMENT NO. 1

VICINITY MAP
DATE: August 19, 2025
CASE: Master Case No. 23-0101
Conditional Use Permit No. 24-0022
Design Review No. 23-0024

N CITY OF FONTANA PLANNING DEPARTMENT
Sultana Avenue
Foothill Boulevard
Project Site
6 FOOTHILL BLVD.
16 221
1 206
193
182 192
181
167
152
166
136
105
90 81
76 64'-0" 64'-0" 64'-0" 64'-0" 63'-0"
89 151
120 135
39 67
68 77
80 119
8'-0" 5
2'-0"
17 ELEV.
23 104
26'-0"
30 24

WROUGHT IRON FENCE
222
247
R 35'-0"

LINE OF
FLOOR
ABOVE

SWINGING
GATES

EXISTING

MANHOLE

EXISTING MANHOLE

EXISTING TRAFFIC SIGNAL AND

STREET LIGHT TO REMAIN
1 25
38 26
25 2'-3"
1,000 SF RETAIL UNIT
1,000 SF RETAIL UNIT
1,000 SF RETAIL UNIT
1,000 SF RETAIL UNIT
1,000 SF RETAIL UNIT
26'-0"
50 MIN
90'-8"
34'-0"
S
E
T
B
A
C
K
5'-0"

SETBACK
10'-0"

SETBACK
5'-0"
6'-0" HIGH

WROUGHT

IRON FENCE
6'-0" HIGH

MASONRY

SCREEN WALL
4'-0" WIDE MAN

GATE TO PACIFIC

ELECTRICAL TRAIL
TYP
9'-0"
19'-0"
TYP
TYP
9'-0"
19'-0"
TYP
TYP
9'-0"
TY
19 P
'-0"

SETBACK
5'-0"
80'-0"
3 PL1
26'-0"
STAIRS
ELEV.

STAIRS
205
34'-0"
9'-0"
TYP.

TYP.
19'-0"
2-MOTORCYCLE

PARKING SPACES

LOADING ZONE
7'-6"

PATH OF TRAVEL

PATH OF TRAVEL

PATH OF
TRAVEL

ELEVATOR
30'-0"
20' x 19' TRASH

STAGING AREA (FOR

TRASH ENCLOSURE IN

PARKING GARAGE)
164 165
55'-0"
12'-0"
5'-0"
9'-0" 10'-0"
179 180
2-MOTORCYCLE

PARKING SPACES
9'-0"
5'-0"
12'-0"
10'-0"PROPOSED 3:1 LANDSCAPING BERM PROPOSED 3:1 LANDSCAPING BERM 24'-0" 10'-0"

STREET LIGHT PER
CITY STANDARDS 60'-0"

STREET LIGHT PER

CITY STANDARDS

STREET LIGHT PER

CITY STANDARDS

STREET LIGHT PER

CITY STANDARDS

STREET LIGHT PER

CITY STANDARDS

FIRE HYDRANT PER

CITY STANDARDS

FIRE HYDRANT PER

CITY STANDARDS

FIRE HYDRANT PER

CITY STANDARDS

FIRE HYDRANT PER

CITY STANDARDS

UNDERGROUND

INFILTRATION

CHAMBER
50'-0" STACKING MIN.
15'-0" HALF SWINGING -
15'-0" HALF SLIDING GATE
(ENTRANCE/EXIT FOR

RESIDENTS ONLY)
4'-0" WIDE MAN GATE

RAMP DOWN TO

PARKING GARAGE
4'-11"

NO PARKING ZONE PROVIDED

AS A TURNAROUND FOR

PASSENGER VEHICLES
30'-0"
4'-0"
10'-0"
4'-0"
18'-0"
LIN
E
O
F
SIG
H
T
LIN
E
O
F
SIG
H
T

LINE OF SIGHT

LINE OF SIGHT
SULTANA AVE.

OWNER: MIKE MAHMOUDI
PROJECT ADDRESS: NEC FOOTHILL BLVD.& SULTANA ST
FONTANA, CA 92336
ARCHITECT: ANDRESEN ARCHITECTURE INC.
17087 ORANGE WAY
FONTANA, CA 92335
(909) 355-6688
[email protected]
TRAFFIC: K2 TRAFFIC ENGINEERING, INC.

KAY HSU
(714) 832-2116
[email protected]
FOOTHILL BLVD.
1,000 SF RETAIL UNIT
1,000 SF RETAIL UNIT
1,000 SF RETAIL UNIT
1,000 SF RETAIL UNIT
1,000 SF RETAIL UNIT
4'-0"
4'-0" MAN GATE
8'-6"
53'-7"
6'-0" HIGH

WROUGHT

IRON FENCE
6'-0" HIGH

MASONRY

SCREEN WALL
4'-0" WIDE MAN

GATE TO PACIFIC

ELECTRICAL TRAIL
26'-0"
277'-6"
43'-9"
54'-6" 4'-0" 332'-4"
174'-6"
47'-2"
R 45'-0" R 19'-0"
30'-0"
30'-0"
SULTANA AVE.
6'-0" HIGH

MASONRY

SCREEN WALL
50'-0" STACKING MIN.
6'-0" HIGH

WROUGHT IRON

FENCE WITH

DECORATIVE

PILASTER EVERY
20 ' - 30'
1 PL1
6'-0" HIGH

WROUGHT IRON

FENCE WITH

DECORATIVE

PILASTER EVERY
20 ' - 30'
1 PL1
15'-0" HALF SWINGING -
15'-0" HALF SLIDING GATE
(ENTRANCE/EXIT FOR

RESIDENTS ONLY)
4'-0" WIDE MAN GATE
4'-0"
10'-0"
4'-0"
18'-0"

1. ALL EXTERIOR LIGHTING SHALL BE DIRECTED AND SHIELDED TO ILLUMINATE ONLY THE PARKING, BUILDING, AND LOADING AREA AND AVOID GLARE IMPACTS ON ADJACENT PROPERTIES.

2. THE APPLICANT SHALL DESIGN THE PROJECT TO SHOW COMPLIANCE WITH THE LATEST ADOPTED EDITION OF THE FOLLOWING CODES AS APPLICABLE:

A. CALIFORNIA BUILDING CODE
B. CALIFORNIA RESIDENTIAL CODE
C. CALIFORNIA ELECTRICAL CODE
D. CALIFORNIA MECHANICAL CODE
E. CALIFORNIA PLUMBING CODE
F. CALIFORNIA ENERGY CODE
G. CALIFORNIA FIRE CODE
H. CALIFORNIA GREEN BUILDING STANDARDS CODE
145'-4"

PACIFIC ELECTRIC TRAIL
BASIN
NOTE: POWDER COATED W.I. FENCING
4"
EQ.
(6'-0" MAX)
EQ.
(6'-0" MAX)
EQ.
(6'-0" MAX)
6' HIGH
4"
(PILASTER AT 20' - 30' O/C) 3'-0"
3"
8"X16"X16" GRAY PRECISION

PILASTER WITH SMOOTH PLASTER FINISH
2" X 2"
16 GA. T.S.
@ 6'-0" O/C
2" X 2"
5/8" SQ.
16 GA. T.S.
16 GA. T.S.

POWDER
COATED
@6 1/2" O/C
EARTH OR A.C.

PAVING
2" X 2"
16 GA. T.S.

POWDER
COATED
C 2020 Doug Andresen, Architect expressly reserves his common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express written permission and consent of Douglas Andresen, Architect.

L I CENSED ARCH I TECT

STATE OF CAL I FORN I A
Douglas And r esen
C-14504
12-31-25

RENEWAL
DATE
C:\Users\JonatanBallesteros\Documents\20-3872 Mahmoudi Foothill R25_jonatan.ballesteros.rvt5/21/2025 1:44:05 PM Site Plan PL1
Proposed Apartment Complex For:

Mike Mahmoudi
20-3872
16 Apr. 2025
NEC Foothill Blvd & Sultana St, Fontana, CA 92336
1" = 30'-0"
Site Plan / Parking Garage
Proposed Apartment Complex For:

Mike Mahmoudi
NEC Foothill Blvd & Sultana St,
Fontana, CA 92336
APN: 111033113 / 111033125
ZONING: R-5
OCCUPANCY: GROUP R-2
CONSTRUCTION: PARKING GARAGE: TYPE 1 / TYPE V-A
FIRE SPRINKLERS: AUTOMATIC LIFE SAFETY SPRINKLER SYSTEM REQUIRED.

PROJECT DESCRIPTION: PROPOSED 163 UNITS APARTMENT AND 41 ADU UNITS COMTEMPORARY STYLE COMPLEX (TOTAL 204 UNITS) WITH PARKING STRUCTURE. FIRST FLOOR TO HAVE (5) 1,000 SF RETAIL UNITS AND 277 PARKING SPACES. SECOND FLOOR THROUGH FIFTH FLOOR TO HAVE PROPOSED 1,000 SF AND 800 SF UNITS THROUGHOUT ALL FOUR FLOORS.

AMENITIES ON SITE INCLUDE POOL & SPA (1ST FLOOR), FITNESS CENTER (3RD FLOOR), RECREATION CENTER (4TH FLOOR), SITTING AREA WITH BBQ AND TRELLIS AND ROOF TOP DECK WITH FIREPIT.

LOT AREA: 151,589 SQ. FT. (3.5 AC.)
BUILDING FOOTPRINT: 83,125 SQ. FT.

NET LOT AREA: 68,464 SQ. FT. (100%)
LANDSCAPE AREA: 22,383 SQ. FT. (32.6%)
HARDSCAPE AREA: 44,725 SQ. FT. (67.4%)
COMBINED TOTAL PRIVATE AND COMMON OPEN SPACE REQUIRED:
37,898 SQ. FT. (25.0%)
PRIVATE OPEN SPACE (BALCONIES) TOTAL:
18,894 SQ. FT.

COMMOM OPEN SPACE (ATRIUM): 17,415 SQ. FT.
(POOL AREA): 2,341 SQ. FT.
(UPPER POOL AREA): 1,107 SQ. FT.
(ROOF TOP DECK): 2,341 SQ. FT.

TOTAL COMMON OPEN SPACE: 23,204 SQ. FT.

COMBINED TOTAL PRIVATE AND COMMON OPEN SPACE PROVIDED:
42,098 SQ. FT. (27.7%) OK!
LOT COVERAGE: 54.8%
DENSITY:

39.1 UNITS MIN. (3.5 x 39.1) = 137 UNITS MIN.
50 UNITS MAX. (3.5 x 50) = 175 UNITS MAX.

UNITS PROVIDED = 163 UNITS
PROJECT DENSITY (163 UNITS / 3.5 ACRES): 47 UNITS / AC.

TOTAL ADU UNITS (163 UNITS x 25%) = 41 UNITS
41 of 60 (2) BEDROOM UNITS (863 SF) TO BE ADU'S
UNIT BREAK DOWN:
3 BEDROOM UNITS (1,054 SF): 28 UNITS
3 BEDROOM UNITS (1,000 SF): 116 UNITS
2 BEDROOM UNITS (863 SF): 60 UNITS
TOTAL OVERALL UNITS PROVIDED:

TOTAL UNITS 204 UNITS
BALCONIES VARY FROM UNIT TO UNIT FROM 82 SF TO 107 SF
(SEE SITE PLAN / OVERALL FIRST FLOOR PLAN)
(NO GROUND LEVEL UNITS. ALL UNITS PROVIDED ARE UPPER-LEVEL) PARKING TABULATION:

TOTAL PARKING SPACES REQUIRED:
163 UNITS x 1.50: 245 SPACES
TOTAL UNIT PARKING SPACES PROVIDED:

TOTAL SPACES 247 SPACES
INCLUDING ADA SPACES: 7 SPACES
INCLUDING EV-CAPABLE (10%): 25 SPACES
INCLUDING EVSE-READY (25%) 62 SPACES
INCLUDING EVSE-INSTALLED (5%): 13 SPACES
RETAIL UNITS 175 SF / 1 (5,000): 29 SPACES
TOTAL REQUIRED SPACES: 29 SPACES
(175 SF/ PER 1 SPACE FOR THE FIRST 5,000 SF THEN 200 SF / PER 1 SPACE AFTER THAT) TOTAL RETAIL PARKING SPACES PROVIDED:

TOTAL SPACES 30 SPACES
INCLUDING ADA SPACES: 2 SPACES
INCLUDING EV-CAPABLE (10%): 3 SPACES
INCLUDING EVSE-READY (25%) 8 SPACES
INCLUDING EVSE-INSTALLED (5%): 2 SPACES
TOTAL OVERALL PARKING SPACES PROVIDED:

TOTAL SPACES 277 SPACES

TREES REQUIRED
(1/4 / 279 PARKING SPACES): 70 TREES
TREE PROVIDED: 71 TREES
Building Data
1" = 30'-0"
Fence/Fire Plan
General Notes
1" = 30'-0"
Distance to North Side of Pacific Electric Trail
Overhead View
Area Schedule
Name Area
Parking Garage
Commercial Units 5,000 SF
Conditioned 5,000 SF
Parking Garage 71,044 SF
Unconditioned 71,044 SF
Parking Garage 76,044 SF
1st Floor
2-Bed Unit 12,819 SF
3-Bed Unit "A" 29,002 SF
3-Bed Unit "B" 7,386 SF
Men's RR 230 SF
Women's RR 230 SF
Conditioned 49,668 SF
Atrium 17,415 SF
Pool Area 2,341 SF
Open Space 19,756 SF
Balcony 4,740 SF
Corridor 7,830 SF
Unconditioned 12,570 SF
1st Floor 81,994 SF
2nd Floor
2-Bed Unit 12,819 SF
3-Bed Unit "A" 29,011 SF
3-Bed Unit "B" 7,382 SF
Men's RR 230 SF
Women's RR 230 SF
Conditioned 49,672 SF
Upper Pool Area 1,107 SF
Open Space 1,107 SF
Balcony 4,657 SF
Corridor 7,805 SF
Unconditioned 12,462 SF
2nd Floor 63,242 SF
3rd Floor
2-Bed Unit 12,819 SF
3-Bed Unit "A" 29,002 SF
3-Bed Unit "B" 7,380 SF
Fitness Center 2,341 SF
Men's RR 230 SF
Women's RR 230 SF
Conditioned 52,003 SF
Balcony 4,740 SF
Corridor 7,830 SF
Unconditioned 12,570 SF
3rd Floor 64,573 SF
4th Floor
2-Bed Unit 12,802 SF
3-Bed Unit "A" 29,002 SF
3-Bed Unit "B" 7,380 SF
Men's RR 230 SF
Women's RR 230 SF
Conditioned 49,645 SF
Balcony 4,752 SF
Corridor 7,847 SF
Unconditioned 12,599 SF
4th Floor 62,244 SF
Roof Top Deck
Roof Top Patio 2,626 SF
Open Space 2,626 SF
Roof Top Deck 2,626 SF
Grand total 350,723 SF
Sequence Of Drawings - DR
Number Description
PL1 Site Plan
PL2 Site Plan/Overall First Floor Plan
PL2.1 Overall Floor Plans
PL3 Typical Floor Plans
PL4 Main Corner Plans
PL4.1 Main Corner Plans
PL4.2 Main Corner Plan
PL5 Exterior Elevations
PL6 Roof Plan
PL7 3D Views
PL8 3D Renderings
PL9 3D Renderings
1 of 1 Preliminary Grading Plan
E-1 Site Photometric Plan
L-1 Preliminary Landscape Plan
L-2 Preliminary Landscape Plan
1 3/8" = 1'-0"
Wrought Iron Fencing
7 STAIRS
3 BEDROOM
UNIT TYP.

OPTION "A"
2 BEDROOM
UNIT TYP.
32'-11" 6'-0" 40'-0" 27'-0"59'-0" 40'-0" 6'-0" 37'-0"
31'-4" 6'-0" 40'-0" 59'-0" 40'-0" 6'-0" 5'-8" 31'-4" 3'-0" POOL
12'-0" 191'-11" 8'-0" 40'-0" 6'-1"
53'-0"
37'-0" 17'-11" 25'-0" 12'-11" 25'-0" 25'-0" 10'-0" 25'-0" 6'-1" 40'-0" 111'-0" 7'-4" 40'-0"
6'-0" 25'-0" 19'-6" 50'-0" 19'-6" 25'-0" 6'-0" 40'-0"
SPA
5'-0"
3 BEDROOM
UNIT TYP.

OPTION "B"
3 BEDROOM
UNIT TYP.

OPTION "B"
2 BEDROOM
UNIT TYP.
2 BEDROOM
UNIT TYP.
2 BEDROOM
UNIT TYP.
3 BEDROOM
UNIT TYP.

OPTION "B"
3 BEDROOM
UNIT TYP.

OPTION "A"
3 BEDROOM
UNIT TYP.

OPTION "A"
3 BEDROOM
UNIT TYP.

OPTION "A"
3 BEDROOM
UNIT TYP.

OPTION "A"
27'-6"
ELEV.

TRASH
SHOOT
STAIRS
STAIRS
ELEV.

ELEV.

TRASH
SHOOT
TRASH
SHOOT
18'-6"
107 SF
98 SF
98 SF
98 SF
107 SF
107 SF
98 SF
98 SF
82 SF
82 SF
83 SF
96 SF
82 SF 82 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF 94 SF
94 SF 94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
98 SF
82 SF
82 SF
82 SF
82 SF
82 SF 82 SF
94 SF
94 SF
94 SF
98 SF
(2) ALL-GENDER

RESTROOM
2-BEDROOM UNITS
3-BEDROOM OPTION "A" UNITS
3-BEDROOM OPTION "B" UNITS

UNIT BALCONIES

ELEVATOR

ELEVATOR MACHINE ROOM / STORAGE

TRASH SHOOT ENCLOSURE
C 2020 Doug Andresen, Architect expressly reserves his common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express written permission and consent of Douglas Andresen, Architect.

L I CENSED ARCH I TECT

STATE OF CAL I FORN I A
Douglas And r esen
C-14504
12-31-25

RENEWAL
DATE
C:\Users\JonatanBallesteros\Documents\20-3872 Mahmoudi Foothill R25_jonatan.ballesteros.rvt5/21/2025 1:44:09 PM PL2
Site Plan/Overall
First Floor Plan
Proposed Apartment Complex For:

Mike Mahmoudi
20-3872
16 Apr. 2025
NEC Foothill Blvd & Sultana St, Fontana, CA 92336
1/16" = 1'-0"
Site Plan / Overall First Floor Plan
NOTE: ALL UNITS ARE PROPOSED WITH 126 CUBIC FEET OF STORAGE SPACE Field Region Legend
8 STAIRS
ELEV.

TRASH
SHOOT
STAIRS
STAIRS
ELEV.

ELEV.

TRASH
SHOOT
TRASH
SHOOT

FITNESS
CENTER
107 SF
102 SF
102 SF
98 SF
107 SF
105 SF
98 SF
88 SF
82 SF
82 SF
96 SF
98 SF
101 SF 99 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF 94 SF
94 SF 94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
98 SF
82 SF
82 SF
82 SF
82 SF
114 SF 113 SF
94 SF
94 SF
94 SF
98 SF
(2) ALL-GENDER

RESTROOM
94 SF
94 SF
STAIRS
ELEV.

TRASH
SHOOT
STAIRS
STAIRS
ELEV.

ELEV.

TRASH
SHOOT
TRASH
CHUTE

FITNESS
ROOM
108 SF
98 SF
97 SF
98 SF
102 SF
107 SF
98 SF
98 SF
82 SF
82 SF
82 SF
98 SF
82 SF 82 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF 94 SF
94 SF 94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
95 SF
100 SF
82 SF
100 SF
100 SF
108 SF 108 SF
94 SF
94 SF
94 SF
98 SF
3'-6"
5'-8" 6'-4"
94 SF
94 SF
(2) ALL-GENDER

RESTROOM
STAIRS ELEV.

TRASH
SHOOT
STAIRS
STAIRS
ELEV.

ELEV.

TRASH
SHOOT
TRASH
SHOOT
(2) ALL-GENDER

RESTROOM

OPEN TO
BELOW

FITNESS
CENTER
107 SF
98 SF
98 SF
98 SF
107 SF
107 SF
98 SF
98 SF
82 SF
82 SF
83 SF
96 SF
82 SF 82 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
94 SF 94 SF
94 SF 94 SF
94 SF
94 SF
94 SF
94 SF
94 SF
98 SF
82 SF
82 SF
82 SF
82 SF
82 SF 82 SF
94 SF
94 SF
94 SF
98 SF
35'-11"
2-BEDROOM UNITS
3-BEDROOM OPTION "A" UNITS
3-BEDROOM OPTION "B" UNITS

UNIT BALCONIES

ELEVATOR

ELEVATOR MACHINE ROOM / STORAGE

TRASH SHOOT ENCLOSURE
C 2020 Doug Andresen, Architect expressly reserves his common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express written permission and consent of Douglas Andresen, Architect.

L I CENSED ARCH I TECT

STATE OF CAL I FORN I A
Doug las And resen
C-14504
12-31-25

RENEWAL
DATE
C:\Users\JonatanBallesteros\Documents\20-3872 Mahmoudi Foothill R25_jonatan.ballesteros.rvt5/21/2025 1:44:25 PM PL2.1
Overall Floor
Plans
Proposed Apartment Complex For:

Mike Mahmoudi
20-3872
16 Apr. 2025
NEC Foothill Blvd & Sultana St, Fontana, CA 92336
3/64" = 1'-0"
Overall Third Floor Plan
3/64" = 1'-0"
Overall Second Floor Plan
3/64" = 1'-0"
Overall Fourth Floor Plan
NOTE: ALL UNITS ARE PROPOSED WITH 126 CUBIC FEET OF STORAGE SPACE Field Region Legend
9 DW
REF.

W/D
REF.

DW
W/D
W/D
REF.

DW
W/D
REF.

DW
REF.

DW
W/D
DW
REF.

W/D
Kitchen
Dining Room
Living Room
Bedroom #1
Bathroom
Bedroom #2
25'-0"
5'-1" 5'-7" 1'-10" 6'-10" 5'-8"
2'-11" 5'-0" 2'-11" 7'-3 1/2" 6'-9"
15'-8" 5'-10 1/2" 3'-7 1/2" 11'-10"
10'-0"
6'-0"
Storage
14 SQ. FT. x 9 FT HIGH =
126 CUBIC FEET. OK!
B
D
B
B
E
E
6080
A
A1
LH
LHR
LHR
LH
LH
RH
Balcony
Private Open Space
36'-0"
13'-3 1/2" 11'-5" 11'-3 1/2"
31'-4"
Bedroom #2
14 SQ. FT. x 9 FT HIGH =
126 CUBIC FEET. OK!
5080
4050 4050 3040
M.Bedroom
Living Room
13'-3 1/2" 7'-7" 3'-10" 11'-3 1/2"
10'-6" 2'-3 1/2" 6'-0 1/2" 2'-6" 10'-0"
13'-1" 2'-4" 6'-0" 9'-11"
#3 Bedroom
Storage
Bathroom #2
M. Bathroom
Kitchen
Dining Room
B
B
B
E
E
A
D
B
E
B
LRH
LH
RHR
LH
RH
RH
RH
LH
A1
Balcony
Private Open Space
5065
5065
10'-9"
5'-2"
M.Bedroom
M. Bathroom
Laundry
Bedroom #2 Bedroom #3
Bathroom #2
Dining Room
M.Bedroom
M. Bathroom
Laundry
Bathroom #2
Bedroom #2
Bedroom #3
Dining Room
25'-0" 25'-0"
50'-0"
5'-9" 7'-1" 1'-10" 5'-3" 5'-1" 5'-1" 5'-3" 1'-10" 7'-1" 5'-9" 4040
40'-0"
24'-8 1/2" 4'-0" 11'-3 1/2"
11'-8" 11'-4" 6'-0" 11'-0"
11'-3 1/2" 4'-0" 24'-8 1/2"
40'-0"
14 SQ. FT. x 9 FT HIGH =
126 CUBIC FEET. OK!
Kitchen
Storage
Kitchen
Storage
Living Room Living Room
3640
25'-0" 25'-0"
3'-0" 5'-0" 2'-4" 2'-4" 2'-0" 2'-4" 5'-0" 3'-0" 10'-4" 2'-0" 2'-4" 10'-4" A
B
B
D
B
B B
E
E E
?
A
B
B
D
B
B B
E E
LH
RH
LHR
LHR
LH
LH RH
LH
B
RH
LH
RHR
RHR
RH
LH RH
B
RH

REVERSE TYPICAL
Balcony
Private Open Space
Balcony
Private Open Space
5065 5065
5'-0"
8'-0"
8'-0"
8'-0"
8'-0"
5'-0"
30'-0"
8'-0"
8'-0"
2'-6" 25'-0" 2'-6"
33'-4"
30'-0"
Bedroom #2
M.Bedroom #3 Bedroom
Storage
Bathroom #2
M. Bathroom
Kitchen
Dining Room
Living Room
B
A1
B
B
B
E
E
E
B
D
A
RHR
RH
LHR
RH
LH
LH
LH
RH
Balcony
Private Open Space
Dining Room
Living Room
Kitchen Bedroom #2
Laundry
Bathroom
Bedroom #1
Storage
A1
B
B
D
A
B
RH
RHR
RHR
RH
RH
LH
6080
Balcony
Private Open Space
C 2021 Doug Andresen, Architect expressly reserves his common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express written permission and consent of Douglas Andresen, Architect.

L I CENSED ARCH I TECT

STATE OF CAL I FORN I A
Douglas And resen
C-14504
12-31-25

RENEWAL
DATE
C:\Users\JonatanBallesteros\Documents\20-3872 Mahmoudi Foothill R25_jonatan.ballesteros.rvt5/21/2025 1:44:28 PM PL3
Typical Floor
Plans
Proposed Apartment Complex For:

Mike Mahmoudi
20-3872
16 Apr. 2025
NEC Foothill Blvd & Sultana St, Fontana, CA 92336
1/4" = 1'-0"
Typical 2-Bedroom Floor Plan
1/4" = 1'-0"
Typical 3-Bedroom Floor Plan - Option "B"
1/4" = 1'-0"
Typical 3-Bedroom Floor Plan - Option "A"
1/4" = 1'-0"
Typical Retail Unit
1/4" = 1'-0"
Typical 3-Bedroom (Reverse) Floor Plan - Option "B"
1/4" = 1'-0"
Typical 2-Bedroom (Reverse) Floor Plan
10 W/D
DW
REF.

W/D
W/D
POOL
SPA
9'-6" 9'-0"

LINE OF FLOOR ABOVE
10'-0"
STAIRS
ELEV.

TRASH
CHUTE

LINE OF FLOOR BELOW
C 2020 Doug Andresen, Architect expressly reserves his common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express written permission and consent of Douglas Andresen, Architect.

L I CENSED ARCH I TECT

STATE OF CAL I FORN I A
Doug las And resen
C-14504
12-31-25

RENEWAL
DATE
C:\Users\JonatanBallesteros\Documents\20-3872 Mahmoudi Foothill R25_jonatan.ballesteros.rvt5/21/2025 1:44:36 PM PL4
Main Corner
Plans
Proposed Apartment Complex For:

Mike Mahmoudi
20-3872
16 Apr. 2025
NEC Foothill Blvd & Sultana St, Fontana, CA 92336
1/4" = 1'-0"
First Floor Patio Plan
1/4" = 1'-0"
Second Floor Patio Plan
11 REF. REF.

STAIRS

ELEVATOR

CABLE FITNESS MACHINE

TREADMILLS

ELLIPTICAL MACHINE

EXERCISE SPINNING BIKES

FLAT BENCH CHEST PRESS

ROWING MACHINE

DUMBELL WEIGHTS EXERCISE BALLS
TRASH
CHUTE
Recreation Room
Recreation Balcony
C 2020 Doug Andresen, Architect expressly reserves his common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express written permission and consent of Douglas Andresen, Architect.

L I CENSED ARCH I TECT

STATE OF CAL I FORN I A
Doug las And resen
C-14504
12-31-25

RENEWAL
DATE
C:\Users\JonatanBallesteros\Documents\20-3872 Mahmoudi Foothill R25_jonatan.ballesteros.rvt5/21/2025 1:44:37 PM PL4.1
Main Corner
Plans
Proposed Apartment Complex For:

Mike Mahmoudi
20-3872
16 Apr. 2025
NEC Foothill Blvd & Sultana St, Fontana, CA 92336
1/4" = 1'-0"
Third Floor Fitness Center Plan
1/4" = 1'-0"
Fourth Floor Recreation Center Plan
12 STAIRS

ELEVATOR

SEE LANDSCAPING PLAN FOR ROOF TOP AMENITIES
C 2020 Doug Andresen, Architect expressly reserves his common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express written permission and consent of Douglas Andresen, Architect.

L I CENSED ARCH I TECT

STATE OF CAL I FORN I A
Douglas And r esen
C-14504
12-31-25

RENEWAL
DATE
C:\Users\JonatanBallesteros\Documents\20-3872 Mahmoudi Foothill R25_jonatan.ballesteros.rvt5/21/2025 1:44:37 PM PL4.2
Main Corner
Plan
Proposed Apartment Complex For:

Mike Mahmoudi
20-3872
16 Apr. 2025
NEC Foothill Blvd & Sultana St, Fontana, CA 92336
1/4" = 1'-0"
Roof Top Deck Patio
13 Parking Garage
1274'-0"
1st Floor
1287'-0"
T.P. 1
1296'-1"
T.O.P.P.G.
1284'-6"
2nd Floor
1297'-1"
T.P.2
1306'-2"
3rd Floor
1307'-2"
Parapet
1330'-10"
T.P.4
1326'-4"
T.P.3
1316'-3"
4th Floor
1317'-3"
Roof Top Deck
1327'-4"
M10 M4 M1 M2 M3 M1 M4 M1
10'-1" 10'-1" 10'-1" 10'-1" 13'-0"
M2 M4 M2 M1 M3
M9
M2
M8 M8 M9 M5
M6
M9
63'-4"
57'-0"
55'-0"
M12 M12 M12
M6 M12 M6
Parking Garage
1274'-0"
1st Floor
1287'-0"
T.P. 1
1296'-1"
T.O.P.P.G.
1284'-6"
2nd Floor
1297'-1"
T.P.2
1306'-2"
3rd Floor
1307'-2"
Parapet
1330'-10"
T.P.4
1326'-4"
T.P.3
1316'-3"
4th Floor
1317'-3"
Roof Top Deck
1327'-4"
M4
M3
M3 M2
M3
M2 M1 M2
M1 M2 M3
M2 M4
M8 M5
57'-0"57'-0"
55'-0"
52'-9" 2'-3"
M12 M12 M12
M12
Parking Garage
1274'-0"
1st Floor
1287'-0"
T.P. 1
1296'-1"
T.O.P.P.G.
1284'-6"
2nd Floor
1297'-1"
T.P.2
1306'-2"
3rd Floor
1307'-2"
Parapet
1330'-10"
T.P.4
1326'-4"
T.P.3
1316'-3"
4th Floor
1317'-3"
4'-6" 9'-1" 1'-0" 9'-1" 1'-0" 9'-1" 1'-0" 9'-1" 2'-6" 10'-6" 56'-10"
Roof Top Deck
1327'-4"
M4
M1
M3
M4
M4 M10 M2 M3
M2
M2 M4 M3
M10
M7
13'-0"13'-0"
55'-0" 2'-0" 6'-4"
M11
63'-4"
M11
M12 M12
M12 M4 M12 57'-0"63'-4"
M7
M7
M12 M11
1st Floor
1287'-0"
T.P. 1
1296'-1"
T.O.P.P.G.
1284'-6"
2nd Floor
1297'-1"
T.P.2
1306'-2"
3rd Floor
1307'-2"
Parapet
1330'-10"
T.P.4
1326'-4"
T.P.3
1316'-3"
4th Floor
1317'-3"
Roof Top Deck
1327'-4"
M1 M3 M2
M1 M12 M4 M2 M3 M2
M4
M11
M12
C 2020 Doug Andresen, Architect expressly reserves his common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express written permission and consent of Douglas Andresen, Architect.

L I CENSED ARCH I TECT

STATE OF CAL I FORN I A
Douglas And r esen
C-14504
12-31-25

RENEWAL
DATE
C:\Users\JonatanBallesteros\Documents\20-3872 Mahmoudi Foothill R25_jonatan.ballesteros.rvt5/21/2025 1:46:39 PM PL5
Exterior
Elevations
Proposed Apartment Complex For:

Mike Mahmoudi
20-3872
16 Apr. 2025
NEC Foothill Blvd & Sultana St, Fontana, CA 92336
1" = 10'-0"
South Elevation (Foothill Blvd)
1" = 10'-0"
East Elevation (Driveway)
1" = 10'-0"
West Elevation (Sultana Ave)
1" = 10'-0"
North Elevation
Material List
Material: Mark Material: Description
Material:

Manufacturer Material: Model
M1 MAIN COLOR - EGRET WHITE SHERWIN-WILLIAMS SW7570
M2 ACCENT COLOR - THUNDER GRAY SHERWIN-WILLIAMS SW7645
M3 ACCENT COLOR - GATEWAY GRAY SHERWIN-WILLIAMS SW7644
M4 ACCENT COLOR - ROOKWOOD CLAY SHERWIN-WILLIAMS SW2823 M5 ACCENT COLOR - TRICORN BLACK SHERWIN-WILLIAMS SW6258 M6 Natural Stone Veneer Cultured Stone Country Ledgeston - Ashfall M7 Expanded Mesh Amico Architectural Apex01
M8 Brick Veneer Cultured Stone Handmade Brick Veneer - Canvas M9 ALUMINUM STOREFRONT BLACK ANODIZED
M10 ALUMINUM COMPOSITE PANEL REYNOBOND DURAGLOSS 5000: ELEGANT BLACK M11 ALUMINUM VERTICLE FIN ALUMINUM WOOD FINISH
M12 ALUMINUM RAILING ALUMINUM WOOD FINISH
14 0.40:12

0.40:12

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0.37:12

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0.26:12

0.31:12

0.44:12

0.26:12

0.26:12

0.31:12

0.31:12

0.44:12

0.44:12

0.33:12

0.28:12

0.40:12

0.28:12

0.34:12 0.34:12 0.49:12 0.51:12

0.25:12

0.58:12 0.49:12

0.34:12

0.37:12

0.34:12 0.34:12

1.14:12

1.14:12

0.29:12

0.56:12

0.56:12

0.29:12

0.40:12

0.40:12 0.40:12

0.40:12

0.40:12

0.40:12

0.40:12

0.40:12

0.40:12

0.40:12

0.40:12

0.40:12

0.31:12

0.40:12

0.49:12 0.58:12

0.40:12

0.33:12

0.28:12

0.41:12

0.36:12

0.81:12

0.33:12

0.29:12

0.57:12

0.25:12

0.40:12

0.40:12

0.31:12

0.49:12

0.45:12

1.01:12

0.57:12

0.40:12

0.33:12

0.33:12

0.25:12

0.33:12

0.25:12

0.33:12

0.25:12

0.25:120.33:12 0.33:12

0.25:12

0.25:12

0.33:12

0.26:12

0.34:12

0.40:12

0.25:12

0.33:12

0.25:12

0.33:12

0.44:12

0.98:12

0.33:12

0.25:12

0.25:12

0.33:12 0.33:12

0.25:12

0.26:12

0.34:12

0.40:12

0.25:12

0.33:12

0.26:12

0.33:12

0.31:12

0.49:12

0.45:12 1.01:12

1.01:12

0.40:12

0.25:12

0.33:12

0.40:12

0.65:12

0.34:12
0 0.56:12
.33:12

0.40:12

0.25:12

0.33:12

0.40:12

0.25:12

0.33:12

0.33:12

0.25:12

0.25:12

0.33:12

0.25:12

0.40:12

0.25:12

0.33:12

0.46:12

0.30:12

0.25:12

0.33:12 0.33:12

0.25:12

0.33:12

0.25:12

0.33:12

0.25:12

0.33:12 0.33:12

0.25:12

0.25:12

0.33:12

0.33:12

0.25:12

0.40:12

0.33:12

0.60:12

0.33:12

0.60:12

0.25:12 0.32:12 0.37:12

0.27:12

0.73:12

0.73:12

0.40:12

0.28:12

0.28:12
55'-0" TP
54'-0 9/16" TS
55'-0" TP
54'-0 9/16" TS
54'-8 11/32" TS
55'-0" TP

0.40:12

0.40:12
C 2020 Doug Andresen, Architect expressly reserves his common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express written permission and consent of Douglas Andresen, Architect.

L I CENSED ARCH I TECT

STATE OF CAL I FORN I A
Douglas And r esen
C-14504
12-31-25

RENEWAL
DATE
C:\Users\JonatanBallesteros\Documents\20-3872 Mahmoudi Foothill R25_jonatan.ballesteros.rvt5/21/2025 1:46:47 PM Roof Plan PL6
Proposed Apartment Complex For:

Mike Mahmoudi
20-3872
16 Apr. 2025
NEC Foothill Blvd & Sultana St, Fontana, CA 92336
1/16" = 1'-0"
Roof Plan
15 C 2021 Doug Andresen, Architect expressly reserves his common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express written permission and consent of Douglas Andresen, Architect.

L I CENSED ARCH I TECT

STATE OF CAL I FORN I A
Douglas And resen
C-14504
12-31-25

RENEWAL
DATE
C:\Users\JonatanBallesteros\Documents\20-3872 Mahmoudi Foothill R25_jonatan.ballesteros.rvt5/21/2025 1:49:49 PM PL7 3D Views
Proposed Apartment Complex For:

Mike Mahmoudi
20-3872
16 Apr. 2025
NEC Foothill Blvd & Sultana St, Fontana, CA 92336
3D Street View
3D Aerial View
3/32" = 1'-0"
Corner Elevation
16 C 2020 Doug Andresen, Architect expressly reserves his common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express written permission and consent of Douglas Andresen, Architect.

L I CENSED ARCH I TECT

STATE OF CAL I FORN I A
Douglas And r esen
C-14504
12-31-25

RENEWAL
DATE
C:\Users\JonatanBallesteros\Documents\20-3872 Mahmoudi Foothill R25_jonatan.ballesteros.rvt5/21/2025 1:49:49 PM 3D Renderings PL8
Proposed Apartment Complex For:

Mike Mahmoudi
20-3872
16 Apr. 2025
NEC Foothill Blvd & Sultana St, Fontana, CA 92336
17 C 2020 Doug Andresen, Architect expressly reserves his common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express written permission and consent of Douglas Andresen, Architect.

L I CENSED
A

RCH I TECT
STATE
OF
CA

L I FORN I A
Doug la
s
A
nd resen
C-14504
12-31-25

RENEWAL
DATE
C:\Users\JonatanBallesteros\Documents\20-3872 Mahmoudi Foothill R25_jonatan.ballesteros.rvt5/21/2025 1:49:49 PM 3D Renderings PL9
Proposed Apartment Complex For:

Mike Mahmoudi
20-3872
16 Apr. 2025
NEC Foothill Blvd & Sultana St, Fontana, CA 92336
18 19
FOOTHILL BLVD.
1,000 SF

RETAIL UNIT
1,000 SF

RETAIL UNIT
1,000 SF

RETAIL UNIT
1,000 SF

RETAIL UNIT
1,000 SF
RETAIL UNIT 6'-0" HIGH WROUGHT IRON FENCE 6'-0" HIGH MASONRY SCREEN WALL 4'-0" WIDE MAN GATE TO PACIFIC ELECTRICAL TRAIL SULTANA AVE. 1 SITE PHOTOMETRIC PLAN E-1 SITE PHOTOMETRIC PLAN C 2020 Doug Andresen, Architect expressly reserves his common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express written permission and consent of Douglas Andresen, Architect.

C:\Users\JonatanBallesteros\Documents\20-3872 Mahmoudi Foothill R25_jonatan.ballesteros.rvt 6/19/2024 2:34:59 PM Proposed Apartment Complex For: Mike Mahmoudi 20-3872 1 Nov. 2023 NEC Foothill Blvd & Sultana St, Fontana, CA 92336 TYPE B - SINGLE HEAD POLE FIXTURE TYPE C - SINGLE HEAD POLE FIXTURE TYPE A - 11" SURFACE LIGHT FIXTURE 20 FOOTHILL BLVD. 16 221
1206 193 182 192 181 167 152 166 136 105 90 81 76
64'-0" 64'-0" 64'-0" 64'-0" 63'-0" 89 151 120 135 39 67 68 7780 119 8'-0" 52'-0" 17 ELEV. 23 104
26'-0" 30 24 WROUGHT IRON FENCE 222 247
R35'-0" LINE OF FLOOR ABOVE SWINGING GATES EXISTING MANHOLE EXISTING MANHOLE EXISTING TRAFFIC SIGNAL AND STREET LIGHT TO REMAIN 125 3826 25 2'-3"
1,000 SF

RETAIL UNIT
1,000 SF

RETAIL UNIT
1,000 SF

RETAIL UNIT
1,000 SF

RETAIL UNIT
1,000 SF

RETAIL UNIT
26'-0"
90'-8"
50 MIN 34'-0"
5'-0"

SETBACK
10'-0" SETBACK 5'-0" SETBACK 6'-0" HIGH WROUGHT IRON FENCE 6'-0" HIGH MASONRY SCREEN WALL 4'-0" WIDE MAN GATE TO PACIFIC ELECTRICAL TRAIL 9'-0" TYP 19'-0"
TYP 9'-0" TYP
19'-0"
TYP
9'-0" TYP
19'-0" TYP
5'-0" SETBACK
80'-0" 26'-0" STAIRS ELEV. STAIRS 205 34'-0"
9'-0"
TYP. 19'-0" TYP. 2-MOTORCYCLE PARKING SPACES LOADING ZONE 7'-6" PATH OF TRAVEL PATH OF TRAVEL PATH OF TRAVEL ELEVATOR 30'-0" 20' x 19' TRASH STAGING AREA (FOR TRASH ENCLOSURE IN PARKING GARAGE) 164 165 55'-0"
12'-0"
5'-0"
9'-0"10'-0" 179 180 2-MOTORCYCLE PARKING SPACES 9'-0" 5'-0" 12'-0" 10'-0" PROPOSED 3:1 LANDSCAPING BERM PROPOSED 3:1 LANDSCAPING BERM 24'-0" 10'-0" STREET LIGHT PER CITY STANDARDS 60'-0" STREET LIGHT PER CITY STANDARDS STREET LIGHT PER CITY STANDARDS STREET LIGHT PER CITY STANDARDS STREET LIGHT PER CITY STANDARDS FIRE HYDRANT PER CITY STANDARDS FIRE HYDRANT PER CITY STANDARDS FIRE HYDRANT PER CITY STANDARDS FIRE HYDRANT PER CITY STANDARDS UNDERGROUND INFILTRATION CHAMBER 50'-0"STACKING MIN. 15'-0" HALF SWINGING - 15'-0" HALF SLIDING GATE (ENTRANCE/EXIT FOR RESIDENTS ONLY) 4'-0" WIDE MAN GATE RAMP DOWN TO PARKING GARAGE 4'-11" NO PARKING ZONE PROVIDED AS A TURNAROUND FOR PASSENGER VEHICLES 30'-0" 4'-0" 10'-0" 4'-0" 18'-0" LINE OF SIGHT LINE OF SIGHT

LINE OF SIGHT

LINE OF SIGHT
DIANELLA tasmanica 'Variegata' LANTANA montevidensis Low VARIEGATED FLAX LILY TRAILING LANTANA 2' TALL & WIDE 1'-2' TALL, 3'-5' WIDE LAGERSTROEMIA indica 'Natchez' Mod. NATCHEZ CRAPE MYRTLE 20' TALL & WIDE SENECIO serpens BLUE CHALKSTICKS PLANT PALETTE WUCOLS SIZE Mod. LIRIOPE muscari 'Majestic' Mod. MAJESTIC LILYTURF 18" TALL, 2' WIDE MAGNOLIA grandiflora 'St. Mary' Low SWAN HILL FRUITLESS OLIVE 25' TALL, 20' WIDE Note: All planters shall receive 3" layer shredded bark mulch.

RHAPHIOLEPIS 'Majestic Beauty' Mod. MAJESTIC BEAUTY INDIAN HAWTHORN 25' TALL, 10' WIDE Low 1' TALL, 2-3' WIDE LANTANA 'New Gold' Low NEW GOLD LANTANA 1-2' TALL, 2-4' WIDE PITTOSPORUM tobira 'Shima' CREAM DE MINT™ DWARF PITTOSPORUM Mod. 24"-30" TALL & WIDE LANTANA montevidensis 'Monma' Low WHITE LIGHTNIN' TRAILING LANTANA 1' TALL, 3'-5' WIDE TREES FOUNDATION SHRUBS ACCENTS AND GROUNDCOVERS WINTER GEM BOXWOOD Mod. 3-4' TALL & WIDE CAREX tumulicola BERKELEY SEDGE Low 1-2' TALL, 2-3' WIDE BUXUS microphylla japonica 'Winter Gem' ROSMARINUS officinalis 'Tuscan Blue' TUSCAN BLUE ROSEMARY Low 5' TALL, 2-4' WIDE GARDENIA jasminoides 'Frostproof' FROSTPROOF GARDENIA Mod. 5' TALL, 4' WIDE Low LITTLE JOHN DWARF BOTTLEBRUSH CALLISTEMON 'Little John' 3' TALL, 3-5' WIDE PITTOSPORUM tenuifolium 'Oliver Twist' OLIVER TWIST PITTOSPORUM Mod. 8-10' TALL, 5-7' WIDE HEMEROCALLIS x 'Ruby Spider' CATAWBA CRAPE MYRTLE RUBY SPIDER DAYLILY Mod. 2-3' TALL,2' WIDE LAGERSTROEMIA indica 'Catawba' Mod. 15' TALL & WIDE EUPHORBIA characias 'Wilcott' SILVER SWAN EUPHORBIA Low 2' TALL & WIDE LEUCOPHYLLUM frutescens ‘Green Cloud’ GREEN CLOUD TEXAS SAGE Low 6-8' TALL & WIDE ROSA 'Pink' REMINISCENT PINK ROSE Mod. 3-4' TALL, 2' WIDE ANIGOZANTHOS Yellow Low YELLOW KANGAROO PAW 1-3' TALL & WIDE AFROCARPUS falcatus Mod. AFRICAN FERN PINE 40-60' TALL, 25' WIDE CERCIS canadensis 'Forest Pansy' Low PURPLE LEAF EASTERN REDBUD 30' TALL, 20-25' WIDE JOB NO. SHEET DESIGN PROJECT MANAGER Sara Zoll [email protected] (951) 264-8195 Proposed Apartment Complex
May 16, 2025632 DESCRIPTION
H
S
G r e g o r y P a u l Z o l l OR
T
E

A T C O
F

A L I F
S
I C L EN Signature Renewal Date Date 5204
I N
A
T
I T CE
L
A
ED
C
AN
DS A
PE
RC
April 30, 2026
May 16, 2025
Landscape Dynamics
Landscape Architecture - Consulting
Water Management - Certified Arboriculture
(951) 264-4839
URBAN | ECOSYSTEM | SOLUTIONS
Preliminary Landscape Plan of 2
NEC Foothill Blvd and Sultana Street, Fontana, CA 92336 Inland Empire | Los Angeles | Eugene GROUND FLOOR
1 21
STAIRS 3 BEDROOM UNIT TYP. OPTION "A" 2 BEDROOM UNIT TYP.

POOL
SPA 3 BEDROOM UNIT TYP. OPTION "B" DIANELLA tasmanica 'Variegata' LANTANA montevidensis Low VARIEGATED FLAX LILY TRAILING LANTANA 2' TALL & WIDE 1'-2' TALL, 3'-5' WIDE LAGERSTROEMIA indica 'Natchez' Mod. NATCHEZ CRAPE MYRTLE 20' TALL & WIDE SENECIO serpens BLUE CHALKSTICKS PLANT PALETTE WUCOLS SIZE Mod. LIRIOPE muscari 'Majestic' Mod. MAJESTIC LILYTURF 18" TALL, 2' WIDE MAGNOLIA grandiflora 'St. Mary' Low SWAN HILL FRUITLESS OLIVE 25' TALL, 20' WIDE Note: All planters shall receive 3" layer shredded bark mulch.

RHAPHIOLEPIS 'Majestic Beauty' Mod. MAJESTIC BEAUTY INDIAN HAWTHORN 25' TALL, 10' WIDE Low 1' TALL, 2-3' WIDE LANTANA 'New Gold' Low NEW GOLD LANTANA 1-2' TALL, 2-4' WIDE PITTOSPORUM tobira 'Shima' CREAM DE MINT™ DWARF PITTOSPORUM Mod. 24"-30" TALL & WIDE LANTANA montevidensis 'Monma' Low WHITE LIGHTNIN' TRAILING LANTANA 1' TALL, 3'-5' WIDE TREES FOUNDATION SHRUBS ACCENTS AND GROUNDCOVERS WINTER GEM BOXWOOD Mod. 3-4' TALL & WIDE CAREX tumulicola BERKELEY SEDGE Low 1-2' TALL, 2-3' WIDE BUXUS microphylla japonica 'Winter Gem' ROSMARINUS officinalis 'Tuscan Blue' TUSCAN BLUE ROSEMARY Low 5' TALL, 2-4' WIDE GARDENIA jasminoides 'Frostproof' FROSTPROOF GARDENIA Mod. 5' TALL, 4' WIDE Low LITTLE JOHN DWARF BOTTLEBRUSH CALLISTEMON 'Little John' 3' TALL, 3-5' WIDE PITTOSPORUM tenuifolium 'Oliver Twist' OLIVER TWIST PITTOSPORUM Mod. 8-10' TALL, 5-7' WIDE HEMEROCALLIS x 'Ruby Spider' CATAWBA CRAPE MYRTLE RUBY SPIDER DAYLILY Mod. 2-3' TALL,2' WIDE LAGERSTROEMIA indica 'Catawba' Mod. 15' TALL & WIDE EUPHORBIA characias 'Wilcott' SILVER SWAN EUPHORBIA Low 2' TALL & WIDE LEUCOPHYLLUM frutescens ‘Green Cloud’ GREEN CLOUD TEXAS SAGE Low 6-8' TALL & WIDE ROSA 'Pink' REMINISCENT PINK ROSE Mod. 3-4' TALL, 2' WIDE ANIGOZANTHOS Yellow Low YELLOW KANGAROO PAW 1-3' TALL & WIDE AFROCARPUS falcatus Mod. AFRICAN FERN PINE 40-60' TALL, 25' WIDE CERCIS canadensis 'Forest Pansy' Low PURPLE LEAF EASTERN REDBUD 30' TALL, 20-25' WIDE JOB NO. SHEET DESIGN PROJECT MANAGER Sara Zoll [email protected] (951) 264-8195 Proposed Apartment Complex
May 16, 2025632 DESCRIPTION
H
S
G r e g o r y P a u l Z o l l OR
T
E

A T C O
F

A L I F
S
I C L EN Signature Renewal Date Date 5204
I N
A
T
I T CE
L
A
ED
C
AN
DS A
PE
RC
April 30, 2026
May 16, 2025
Landscape Dynamics
Landscape Architecture - Consulting
Water Management - Certified Arboriculture
(951) 264-4839
URBAN | ECOSYSTEM | SOLUTIONS
Preliminary Landscape Plan of 2
NEC Foothill Blvd and Sultana Street, Fontana, CA 92336 Inland Empire | Los Angeles | Eugene ROOF TOP PATIO POOL DECK FIRST FLOOR 2 22
Resolution PC No. 2025-
ATTACHMENT NO. 3
RESOLUTION NO. PC 2025-

A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF
FONTANA APPROVING CONDITIONAL USE PERMIT NO. 24-0022 TO ESTABLISH A MIXED_USE DEVELOPMENT IN THE R-5 ZONE, AND
DESIGN REVIEW NO. 23-0024 FOR THE DEVELOPMENT OF A FIVESTORY BUILDING CONSISTING OF 204 MULTI-FAMILY UNITS AND 5,000 SQUARE FEET OF COMMERCIAL RETAIL SPACE WITH
ASSOCIATED IMPROVEMENTS ON APPROXIMATELY 3.5 GROSS

ACRES FOR PROPERTY LOCATED ON THE NORTHEAST CORNER OF

FOOTHILL BOULEVARD AND SULTANA AVENUE IDENTIFIED AS
ASSESSOR PARCEL NUMBERS 1110-331-13 AND 1110-331-25,

PURSUANT TO A CATEGORICAL EXEMPTION IN ACCORDANCE WITH
CEQA GUIDELINES SECTION 15332 AND DIRECTING STAFF TO FILE A NOTICE OF EXEMPTION.

WHEREAS, the project site identified as Assessor Parcel Numbers (“APNs”) 1110-331-13 and -25, (“Project Site”) was annexed from San Bernardino County into the City of Fontana on September 16, 2006; and
WHEREAS, on November 14, 2023, the City of Fontana (“City”) received an application from Andresen Architecture (“Applicant”) for a design review (DRP No. 23- 0024) for site and architectural review of a mixed-use building at the Project Site; and WHEREAS, on November 19, 2024, the City received a conditional use permit application (CUP No. 24-0022) for the establishment of a mixed-use development at the Project Site (CUP No. 24-0022 and DRP No. 23-0024 are referred to herein as the “Project”); and
WHEREAS, the Project Site has a General Plan Land Use designation of Multiple Family High Residential (R-MFH) and is located within the Multi-Family High Density Residential (R-5) zoning district, which allows for such projects; and WHEREAS, pursuant to the California Environmental Quality Act (“CEQA”), the Project is Categorically Exempt pursuant to CEQA Guidelines Section No. 15332 (Class No. 32, Infill Development) and Section No. 3.22 (Categorical Exemption) of the 2019 Local Guidelines for Implementing the CEQA as the project is consistent with the applicable general plan designation and all applicable general plan policies as well as with applicable zoning designation and regulations; the project development occurs within city limits on a project site of less than five acres substantially surrounded by urban uses; the approval of the project would not result in any significant effects relating to traffic, noise, air quality, or water quality; the site can be adequately served by all required utilities and public services, and none of the exceptions in CEQA Guidelines Section 15300.2 apply; and
WHEREAS, the City wishes to protect and preserve the quality of life throughout the City, through effective land use and planning; and
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WHEREAS, Conditions of Approval have been prepared and are attached hereto as Exhibit “A” for CUP No. 24-0022 and DRP No. 23-0024; and WHEREAS, all notices required by statute and the Fontana Municipal Code (FMC) have been given as required; and
WHEREAS, the owners of property within 660 feet of the Project Site were notified via public hearing notice mailer prior to the public hearing; and a notice of the public hearing was published in the Fontana Herald newspaper on August 8, 2025, and simultaneously displayed at City Hall and at the Project Site; and WHEREAS, on August 19, 2025, a duly noticed public hearing on CUP No. 24- 0022 and DRP No. 23-0024, was held by the Fontana Planning Commission (“Planning Commission”) to consider testimony and evidence presented by the Applicant, City staff, and other interested parties; and,
WHEREAS, on August 19, 2025, the Planning Commission carefully considered all information, evidence and testimony presented at its public hearing on CUP No. 24-0022 and DRP No. 23-0024; and
WHEREAS, all other legal prerequisites to the adoption of this Resolution have occurred.

NOW, THEREFORE, the Planning Commission RESOLVES as follows:

Section 1. Recitals. The above recitals are true, correct and incorporated herein by this reference.

Section 2. CEQA. The Planning Commission hereby determines that the Project is categorically exempt pursuant to Section No. 15332 (Infill Development) of the California Environmental Quality Act and Section No. 3.22 (Categorical Exemption) of the 2019 Local Guidelines for Implementing the California Environmental Quality Act (CEQA).

The Project site is considered Infill as: (1) The Project is consistent with the Multi-Family High Residential (R-MFH) General Plan Land Use Designation and the Multi-Family High Density Residential (R-5) zoning designation; (2) The Project Site is less than five (5) acres and is substantially surrounded by urban uses; (3) The Project Site is not within any known sensitive or threatened habitat area; (4) The Project will not have any significant effects related to traffic, noise, air quality, or water quality; and (5) There are adequate public services for the development of the residential project. The Planning Commission further determines that none of the exceptions in CEQA Guidelines Section 15300.2 apply to the Project and directs Staff to file a Notice of Exemption.

Section 3. Conditional Use Permit Findings. The Planning Commission hereby makes the following findings for CUP No. 24-0022 in accordance with Section 30-452(c) “Required Findings” for conditional use permits with mixed-use development, in the Fontana Zoning and Development Code.

Finding No. 1. The project consists of a use or mix of uses encouraging transit 24 Resolution PC No. 2025-
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use and is demonstrably oriented toward transit users.

Findings of Fact: The Project Site will create new commercial and residential uses along a major transit corridor and the conditions of approval regulate the use.

The Project Site is less than ½ mile from a major transit stop. This development it will encourage transit use and is demonstrably oriented towards transit users.

Finding No. 2. The project is designed to enhance pedestrian access and/or other non-motor vehicle modes of transportation to public transit.

Findings of Fact: The Project Site is located on a 3.5 gross acre lot. The Applicant has provided various access points for pedestrians to walk to the nearest public transit station. The Project consists of one (1) new five (5) story mixed-use building with 204 multi-family units and 5,000 square feet of commercial space, located on Foothill Boulevard, a major east-west bus route that connects to the Fontana, Montclair and San Bernardino Metrolink stations.

Finding No. 3. The project encourages pedestrian activity and/or other nonmotor vehicle modes of transportation and reduces dependency on motor vehicles.

Findings of Fact: The Project is designed to encourage pedestrian activity by locating a commercial retail suite along Foothill Boulevard, a major transit corridor. The Project’s proximity to public transit, with a transit stop less than 583 feet away, promotes the use of non-motor vehicle transportation.

Section 4. Conditional Use Permit Findings. The Planning Commission hereby makes the following findings for CUP No. 24-0022 in accordance with Section 30-150 “Required Findings” for conditional use permits in the Fontana Zoning and Development:

Code.

Finding No. 1. The proposed use is allowed within the applicable zoning district and complies with all other applicable provisions of the Zoning and Development Code, Municipal Code, general plan, any applicable specific plan or area plan, and City
regulations/standards.

Findings of Fact: The Project Site is located at the northeast corner of Sultana Avenue and Foothill Boulevard (APNs: 1110-331-13 and -25). The General Plan Land Use designation for the Project Site is R-MFH and it is located within the R-5 zone. In accordance with Section 30-452 of the Zoning and Development Code, mixed use developments are required to obtain a conditional use permit. The General Plan and the Zoning and Development Code support the development of new commercial and residential uses along a major transit corridor, and the conditions 25 Resolution PC No. 2025-
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of approval will regulate the use. The project site meets the requirements of the Fontana Municipal Code, General Plan, and Zoning and Development Code.

Finding No. 2. The site is physically suited for the type, density, and intensity of the proposed use including access, utilities, and the absence of physical constraints and can be conditioned to meet all related performance criteria and development standards.

Findings of Fact: The Project Site is located on a 3.5 gross acre lot, is already equipped with utilities and is physically suited for the type of use. The site improvements have been reviewed by the City of Fontana Fire, Building and Safety, and Engineering Department. During the review process, changes were made to the plans to ensure that the Project is well designed. The project has access along Sultana Avenue and Foothill Boulevard for the residents and the public. The project will meet all the requirements from the Fontana Municipal Code.

Finding No. 3. Granting the permit would not be detrimental to the public interest, health, safety, convenience, welfare, or materially injurious to persons, property, or improvements in the vicinity in which the project is located.

Findings of Fact: There will be no adverse effect to the neighboring sites or their permitted uses from this mixed-use development. There are other similar existing uses in the vicinity. The development will improve the public health, safety and welfare of the community. Additionally, the granting of the permit will not be detrimental to the public interest instead it will provide the necessary housing units and commercial units for the City.

Section 5. Design Review Findings. The Planning Commission hereby makes the following findings for DR No. 23-0024 in accordance with Section 30-120, “Findings for approval,” of the Fontana Zoning and Development Code:

Finding No. 1: The proposal is consistent with the General Plan, Zoning and Development Code, and any applicable Specific Plan.

Findings of Fact: The Project consists of the development of five (5) story mixed-use building totaling 83,125 square feet on a 3.5 adjusted gross acre lot.

Architectural features for the Project include aluminum panels and railings, stone and brick veneer, exterior metal doors, and glazed windows. The site and building design comply with the criteria contained in the design review section of the Fontana Zoning and Development Code as it has high quality architecture and appropriate screening comprised of screen walls and landscaping 26 Resolution PC No. 2025-
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that will make for an appropriate and desirable development.

More specifically, the Project meets Goal number 2 of Chapter 15 of the General Plan by encouraging livable corridor design, more walkable neighborhoods with higher density housing and a mixeduse development on larger infill sites along corridors such as Foothill Boulevard, connecting them to adjoining neighborhoods and locating multi-family development in mixed-use centers, preferably where there is nearby access to retail, services, and public transportation.” The project is located within the R-5 zoning district. The Project will meet all zoning and development standards set forth in the Zoning and Development Code, including the required density range. The density for the multi-family dwellings is 47 dwelling units/acre. This density is within the maximum of 50 dwelling units per acre range allowed by the R-5 zoning district. The Project is not within a specific plan.

Finding No. 2. The proposal meets or exceeds the criteria contained in this chapter and will result in an appropriate, safe, and desirable development promoting the public health, safety, and welfare of the community.

Findings of Fact: The Project consists of the construction of a five (5) story mixed-use building totaling approximately 83,125 square feet. This building will be built in accordance with all applicable building, zoning, and fire codes, Division 11 of the Zoning and Development Code, and the Conditions of Approval attached hereto as Exhibit “A” and referenced herein. Architectural features include aluminum panels and railings, stone and brick veneer, exterior metal doors, and glazed windows.

The exterior color palette for the building is comprised of white/gray and neutral tone with black and blue accent. The variations to the building face and roof lines, and tower elements at a maximum of

62.5 feet on a portion of the building, adds structural and visual interest to the building and is consistent with the surrounding area.

The Project includes sidewalks and landscape improvements along the project boundaries.

The site improvements have been reviewed by the City of Fontana Fire Prevention, Building and Safety, and Engineering Departments, Based on each department’s review, it was determined that the Project meets the minimum requirements of the Multi-Family High Density Residential (R-5) zone. The Project will promote the public health, safety, and welfare of the occupants and community.

Finding No. 3. The proposal, in its design and appearance, is aesthetically and architecturally pleasing, resulting in a safe, well-designed facility while enhancing the character of the surrounding 27 Resolution PC No. 2025-
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neighborhood.

Findings of Fact: The Project is aesthetically and architecturally pleasing and compatible with the surrounding area. The Project Site is approximately 3.5 adjusted gross acres and is physically suitable in size and shape to support the mixed-use building. The Project creates visual interest with architectural features such as window glazing, tower elements, with variations to the roof and roof lines. The development is designed with features of architectural relief, landscaping, street improvements and lighting to enhance the character of the surrounding neighborhood.

The Project has been reviewed by the Engineering, Building and Safety and Fire Department with respect to the site circulation, access, and safety and it was determined that the Project meets the standards of the Zoning and Development Code and will provide a safe design for public access.

Finding No. 4: The site improvements are appropriate and will result in a safe, well-designed facility.

Findings of Fact: The development will include appropriate improvements that benefit not only for the Project Site, but also the surrounding area. The Project features sidewalks, drainage, grading, curb, gutter, sidewalk, landscaping, lighting, perimeter walls and fencing to provide a safe and well-designed neighborhood.

The improvements have been reviewed by the City’s Planning, Fire, Building and Safety, and Engineering Departments. Based on the department’s review, it was determined that the Project met all the city standards regarding circulation, access and safety.

Section 6. Approvals. Based on the foregoing, the Planning Commission hereby approves CUP No. 24-0022 and DRP No. 23-0024 subject to the Conditions of Approval attached hereto as “Exhibit A” and incorporated herein by this reference.

Section 7. Resolution Regarding Custodian of Record: The documents and materials that constitute the record of proceedings on which this Resolution has been based are located at the Planning Department, 8353 Sierra Avenue, Fontana, CA 92335.

This information is provided in compliance with Public Resources Code section 21081.6.

Section 8. Certification. The Secretary of the Planning Commission shall certify to the adoption of this Resolution.

Section 9. Effective Date. This Resolution shall become effective immediately upon its adoption.

Section 9. Severability. If any provision of this Resolution or the application of any 28 Resolution PC No. 2025-
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such provision to any person or circumstance is held invalid, such invalidity shall not affect other provisions or applications of this Resolution that can be given effect without the invalid provision or application.

PASSED, APPROVED, AND ADOPTED by the Planning Commission of the City of Fontana, California, at a regular meeting held on this 19th day of August 2025.

City of Fontana

Idilio Sanchez, Chair
ATTEST:

I, Joseph Armendarez, Secretary of the Planning Commission of the City of Fontana, California, do hereby certify that the foregoing resolution was duly and regularly adopted by the Planning Commission at a regular meeting thereof, held on the 19th day of August. 2025, by the following vote, to-wit:

AYES:

NOES:

ABSENT:

ABSTAIN:

Joseph Armendarez, Secretary
29 Resolution PC No. 2025-
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Exhibit “A”

CITY OF FONTANA

CONDITIONS OF APPROVAL
PROJECT: Master Case No. 23-0101 DATE: August 19, 2025
Conditional Use Permit No. 24-0022
Design Review No. 23-0024
LOCATION: The project site is located at northeast corner of Foothill Boulevard and Sultana Avenue (APNs: 1110-331-13 and -25).

PLANNING DEPARTMENT:

1. The rights and privileges granted by this project shall not become effective, nor shall the Applicant commence the use for which this project is granted, until both of the following have occurred:

A. All of the improvements, construction, alteration and other work set forth in this project have been completed and have been accepted by the City, as evidenced by the City’s issuance of a Certificate of Occupancy or other document evidencing the City’s final inspection and acceptance of the work; and B. All other Conditions of Approval imposed by this project have been fulfilled.

2. The applicant shall defend, indemnify, protect and hold harmless the City of Fontana or its agents, officers, attorneys and employees from any and all actual or alleged claims, actions or proceedings against the City of Fontana or its agents, officers, attorneys or employees to attack, set aside, void, annul or seek monetary damages arising out of any challenge to the applicant’s proposed project or to any approvals of the Planning Commission and/or City Council concerning this project, including but not limited to actions challenging CEQA actions, permits, variances, plot plans, design plans, maps, licenses, and amendments. The City of Fontana shall promptly notify the applicant of any claim, action, or proceeding and the City of Fontana shall cooperate in the defense.

In the event of any such third party action or proceeding, the City shall have the right to retain legal counsel. The applicant shall be responsible and reimburse the City for such legal fees and costs, in their entirety, including actual attorneys’ fees, which may be incurred by the City in defense of such action or proceeding. This indemnification shall also include, but not be limited to, damages, fees and/or costs awarded against the City, if any, and cost of suit, attorneys’ fees, and other costs, liabilities and expenses incurred 30 Resolution PC No. 2025-
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in connection with such claim, action, or proceeding whether incurred by applicant, the City and/or any parties bringing such forth.

The City of Fontana and the applicant acknowledge that the City would not have approved this project if the City were to be liable to applicant in damages under or with respect to all or any part of this application or this condition of approval. Accordingly, applicant shall not sue the City for damages or monetary relief for any matter arising from or related to this condition of approval. Applicant’s sole and exclusive remedy shall be limited to declaratory/injunctive relief, mandate, and/or specific performance.

3. In the event that one or more of the Conditions of Approval for this project needs to be amended and/or deleted due to health, safety or welfare concerns, the City Manager is authorized to approve or conditionally approve such amendment/deletion, provided that City Manager shall bring such proposed amendment/deletion to the City Council at the next available meeting for City Council ratification, but in no event later than sixty (60) days following the City Manager’s decision. The noticing of such City Council meeting for possible ratification shall be pursuant to Sections No. 30-23 of the Municipal Code.

4. Prior to the construction of any modifications, all structural and aesthetic changes to the project design must be requested and approved in writing by the Director of Planning or his/her designee. Major structural and aesthetic changes exceeding the codified parameters of administrative policy shall be presented to the Planning Commission for approval. Changes made without approval as stated herein, will prevent the occupancy of the structure until corrections are approved in writing by all appropriate staff.

5. The occupants of this facility shall comply with applicable provisions of local, state and federal laws and regulations with respect to noise, vibration, smoke, odors, fire and explosive hazards, including, but not limited to the City’s adopted Hazardous Materials Management Plan and Industrial Wastewater/Discharge requirements.

6. The applicant shall develop the mixed-used project as shown in the Planning Commission approved plans.

7. All signs shall be reviewed under a separate Design Review Sign application. This includes, but is not limited to, building signs, monument signs, pylon signs, etc.

8. All temporary signs (banners, wind flags, etc.) shall not be placed on the property unless the proper permits are obtained.

9. All built in gas barbeques shall be installed with safety locks to the satisfaction of the Director of Planning.

10. The applicant shall install an underground electrical line for the built-in barbeques.

11. This Design Review Permit shall become null and void two (2) years from the date of approval, unless the appropriate permits have been obtained and construction, defined as permit obtainment, commencement of construction of the primary building on site, and successful completion of the first Building and Safety Division inspection, has commenced within this period.

12. The current Development fees must be paid prior to issuance of building/construction permit.
31 Resolution PC No. 2025-
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13. This project shall comply with all applicable provisions, regulations and development standards of the City of Fontana Municipal Code.

14. The developer shall provide clustered and/or individual mail box(es) for the delivery of mail to future residents of the development in a convenient location and is well-lit. The mail box shall not block the line of sight. The mail boxes shall be made of durable material and shall be installed in a manner that is resistant to vandalism and meets the requirements of the Post Office. The developer is responsible for contacting the Post Office for the type and location of the mail boxes within their development. Any replacements of the mail boxes subsequent to the original installation shall be the responsibility of the developer, the property management company, and/or the homeowners association, and the Post Office.

15. Graffiti and unauthorized markings on any wall, sign, or structure must be removed within twenty-four (24) hours.

16. All landscaping must be adequately maintained at all times.

17. All masonry block walls shall be a minimum of six (6) ft. tall with a prefabricated cap when fronting the public right of way.

18. The amenities for this project shall include the following:
a. Swimming Pool/Space
b. Seating areas
c. Built-in barbeques with tables
d. Firepit
e. Con hole
f. Community recreational room
g. Indoor gym/fitness facility

19. Color combinations and color schemes for multi-family buildings approved under a Design Review Permit application shall not be modified or changed without prior approval from the original approving body by a revision to the original application. Minor hue color changes may be approved by the Director of Planning. The Director of Planning shall have the authority to refer minor hue color changes to the Planning Commission for consideration under a revision to the original application if deemed necessary. Appeals shall follow provisions of the Municipal Code.

20. Any foam treatment used for architecture treatments and/or projections located on the first floor (under 14 feet) shall be covered with concrete or similar durable material a minimum of ½ inch thick, or as determined by the Director of Planning.

21. The applicant shall provide up-lighting on the perimeter and up-light proposed trees to the satisfaction of the Director of Planning and his/her designee.

22. The applicant shall post a publicly visible sign on the project site with the telephone number and 24-hour point of contact for dust, noise, and construction complaints. The 24-hour point of contact shall be available 24 hours a day, 7 days a week and have authority to commit additional assets to control dust, or respond to construction complaints after hours, on weekends and on holidays. Construction shall be limited to 32 Resolution PC No. 2025-
ATTACHMENT NO. 3
7:00am to 6:00pm on weekdays, 8:00am to 5:00pm on Saturdays, and no construction on Sundays and Holidays.

23. A locator map or directory should be posted at the site entrances. The directory should be located on the site so as to be easily and quickly identified and free from visual obstruction. The directory should be illuminated from dusk until dawn. The directory should have vandal resistant glazing to minimize criminal damage and the structure should be weather resistant.

24. Community address numbers and complex numbers should be visible. Building and unit numbers should be posted and visible. Address specifications are meant to ensure identification and location of buildings. Proper posting and maintenance minimizes confusion as to location and expedites public safety response.

25. Adhere to the city light standard of one foot candle minimum of light for all entrances, exits, pedestrian walkways, parking lots and activity areas. Reflect all light fixtures on the site plan. The type of illumination shall be either florescent, metal halide or white L.E.D.’s., and the luminaries shall be vandal resistant. All luminaries shall remain lit from dusk until dawn. Provide a photometric layout under separate exhibit to ensure the minimum light standard is met.

26. Historic Archaeological Resources
A. Upon discovery of any tribal cultural or archaeological resources, cease construction activities in the immediate vicinity of the find until the find can be assessed. All tribal cultural and archaeological resources unearthed by project construction activities shall be evaluated by the qualified archaeologist and tribal monitor/consultant. If the resources are Native American in origin, interested Tribes (as a result of correspondence with area Tribes) shall coordinate with the landowner regarding treatment and curation of these resources. Typically, the Tribe will request preservation in place or recovery for educational purposes. Work may continue on other parts of the project while evaluation takes place.

B. Preservation in place shall be the preferred manner of treatment. If preservation in place is not feasible, treatment may include implementation of archaeological data recovery excavation to remove the resource along the subsequent laboratory processing and analysis. All Tribal Cultural Resources shall be returned to the Tribe. Any historic archaeological material that is not Native American in origin shall be curated at a public, non-profit institution with a research interest in the materials, if such an institution agrees to accept the material. If no institution accepts the archaeological material, they shall be offered to the Tribe or a local school or historical society in the area for educational purposes.

C. Archaeological and Native American monitoring and excavation during construction projects shall be consistent with current professional standards. All feasible care to avoid any unnecessary disturbance, physical modification, or separation of human remains and associated funerary objects shall be taken.

Principal personnel shall meet the Secretary of the Interior standards for archaeology and have a minimum of 10 years’ experience as a principal investigator working with Native American archaeological sites in southern California. The Qualified Archaeologist shall ensure that all other personnel are appropriately trained and qualified.
33 Resolution PC No. 2025-
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27. The construction contractor will use the following source controls at all times:

A. Construction shall be limited to 7:00 am to 6:00 pm on weekdays, 8:00 am to 5:00 pm on Saturdays, and no construction on Sundays and Holidays unless it is approved by the building inspector for cases that are considered urgently necessary as defined in Section 18-63(7) of the Municipal Code.

B. For all noise-producing equipment, use types and models that have the lowest horsepower and the lowest noise generating potential practical for their intended use.

C. The construction contractor will ensure that all construction equipment, fixed or mobile, is properly operating (tuned-up) and lubricated, and that mufflers are working adequately.

D. Have only necessary equipment onsite.

E. Use manually adjustable or ambient-sensitive backup alarms. When working adjacent to residential use(s), the construction contractor will also use the following path controls, except where not physically feasible, when necessary:

1. Install portable noise barriers, including solid structures and noise blankets, between the active noise sources and the nearest noise receivers.

2. Temporarily enclose localized and stationary noise sources.

3. Store and maintain equipment, building materials, and waste materials as far as practical from as many sensitive receivers as practical.

4. Applicant shall demonstrate that the project meets the driveway aisle setback standards.

5. Applicant shall submit a parking plan for approval of the Director of Community Development that each unit shall have at least one assigned parking space within 150’ of the unit.

Prior to Issuance of Grading Permit

28.All Conditions of Approval contained herein shall be incorporated into all applicable final construction plans and a copy of these conditions shall be placed on a sheet in the final building or grading plans prior to issuance of any building or grading permits.

Prior to Issuance of Certificate of Occupancy

29. Development fees and Planning Department final inspection fee must be paid prior to Certificate of Occupancy. Prior to the issuance of a Certificate of Occupancy, the applicant shall underground all utilities, which for the purpose of this condition shall include all boxes, structures and/or other equipment located in the public rights-of-way, any public utility easement(s), and on any private property, to the satisfaction of the Director of Planning.
34 Resolution PC No. 2025-
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POLICE DEPARTMENT

30. Install and maintain the Fontana Police Department’s R.E.A.C.T. electronic gate system (in addition to the County’s Knox Box system).

31. If a digital video surveillance system is available at the premise, it is recommended to be an internet-based system and shall be maintained in proper working order at all times.

The surveillance video/visual media shall be maintained for a minimum of sixty (60) days and upon request, shall be accessible to law enforcement personnel for viewing, copying and collection purposes during regular business hours.

ENGINEERING DEPARTMENT LAND DEVELOPMENT:

32. The project shall be served by the City’s sanitary sewer system, all sewer facilities shall be constructed in accordance with the City Standards. Main trunk sewer line shall be in accordance with master sanitary sewer plan or as approved by the City Engineer. Onsite sewer shall be owner maintained.

33. The Applicant shall obtain design and plan approval from all utility providers having jurisdiction over the on-site and off-site utilities. Completion of all undergrounding of onsite and off-site utilities is required by Section 27-52 of the City Municipal Code and in accordance with plans and specifications approved by the City Engineer.

34. The Applicant’s responsibility to maintain all improvements and utilities within the public right-of-way, including street sweeping, prior to issuance of final certificate of occupancy by the City.

35. Traffic specific conditions are provided under the Traffic Conditions of Approval section Prior to Issuance of Grading Permit

36. The Applicant shall submit and gain approval of a complete Water Quality Management Plan (WQMP) report in accordance with the County of San Bernardino Technical Guidance Document and latest template.

37. The Applicant shall submit and gain approval of a final drainage study prepared in accordance with the County of San Bernardino Hydrology Manual and Fontana Master Plan of Drainage.

Prior to Issuance of Construction Permits

38. The Applicant shall provide a Land Improvement Agreement, with accompanying security. The agreement shall be executed on City-provided forms.

39. The Applicant shall record All, lot line adjustments, right-of-way dedications, easements, as required for the development.

40. The Applicant shall submit engineered improvement plans and obtain full approval. All required public improvements, including but not limited to streets, storm drainage systems, sewers, traffic signals, streetlights, striping, signs, landscape, and any required traffic control and/or detour plans. All plans shall conform to City Standards and Specifications, and as approved by the City Engineer.
35 Resolution PC No. 2025-
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41. Project will be required to construct all offsite improvements along Foothill Boulevard if the City capital improvement project has not already completed the work. This includes construction of the center median on Foothill Blvd together with minor traffic signal equipment such as loop detectors and signage and striping modifications at the intersection of Foothill Blvd and Sultana Ave.

42. The Applicant shall perform a pavement quality analysis by a qualified geotechnical engineer for Sultana Avenue and Foothill Boulevard for the City to review and approve.

Depending on the results, Sultana Avenue and Foothill Boulevard along the project frontage may need to be fully replaced to bring the pavement structural section into conformance with City standards. Any remedial action less than full replacement shall be justified by the pavement analysis and shall bring the pavement condition to a 20 year pavement life.

Prior to Issuance of Final Certificate of Occupancy

43. Complete all public improvements required of the project. Underground utilities required of the project. Ensure streetlights are energized and operating properly.

44. The Applicant/Engineer to provide the City of Fontana with As-Built/Record Drawings for all public improvement plans. The Applicant/Developer shall provide a copy of the streetlight electric bill.

45. Slurry seal roads effected by the development as directed by the inspector. Slurry seal limits may extend past the project frontage to address existing striping/pavement markings that conflicts with new striping/pavement markings, repair trenches, and other areas as determined by the inspector.

46. The Surveyor of Record shall provide centerline ties to the City of Fontana reflecting proper setting of all survey monuments within the project limits and replace any existing survey monuments damaged or removed during construction.

47. The Surveyor of Record shall set survey monuments as required by the map and corner records must be recorded with the County. The Surveyor of Record shall notify the City in writing that monuments have been set in accordance with the recorded subdivision map and he/she has been paid in full for doing so.

48. The applicant/Landscape Architect shall provide a “Landscape Certificate of Compliance” certifying that the work has been designed, installed, and will be maintained in accordance with the City of Fontana’s Model Water Efficiency Landscape Ordinance (Ordinance 1743, FCC Section 28).

49. All sewer shall be video inspected by applicant/contractor. Sewer video shall include clean-out connection, clean-out to lateral segment, lateral, and main line. Contractor performing the video inspection must have a NASSCO PACP, LACP, and MACP certification. Applicant shall provide a copy of the video on DVD or flash drive to inspection staff with an accompanying full report. Videos to be inspected and approved by City Inspector. If removal and replacement of any utility is required, a subsequent video of the repair will be required.

50. All storm drains shall be video inspected by applicant/contractor. Storm drain video shall include main lines and laterals. Applicant shall provide a copy of the video on DVD or flash drive to inspection staff. Videos to be inspected and approved by City Inspector. If 36 Resolution PC No. 2025-
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removal and replacement of any utility is required, a subsequent video of the repair will be required.

51. The Applicant/Engineer of Record shall submit a conforming copy of the recorded Memorandum of Agreement for the Water Quality Management Plan and Storm Water BMP Transfer. The Access, Maintenance, and the WQMP Certification for BMP Completion must be submitted to the City Project Engineer.

ENGINEERING TRAFFIC:

52. Project ingress and egress locations and restrictions shall be as follows, with additional or lesser restrictions being necessitated subject to changes in the site plan and approval of the City Engineer:
a. The project may have a single ingress/egress point along Foothill Ave that shall be designed, constructed, and signed to restrict egress to right-in and right-out movements only.
b. The project may have a single ingress/egress point along Sultana Ave that shall be designed, constructed, and signed to allow for all movements.

53. Left-turn ingress and/or egress at all access locations may be restricted in the future due to traffic operational or safety concerns. Alternatives to such restrictions may be considered, subject to approval of the City Engineer.

54. Intersection sight distance and stopping sight distance must be shown to meet the required standards both horizontally and vertically at all ingress/egress locations including consideration for walls, landscaping, grading, and vegetation.

55. The location of bicycle parking shall be depicted on the site plan. Bicycle parking shall comply with the Association of Pedestrian and Bicycle Professionals.

56. The loading and unloading zone for the retail component of the project shall not interfere with on-site circulation or cause vehicles entering the site from Foothill Ave or Sultana Ave to queue within the public Right-of-Way, subject to approval of the City Engineer.

57. All gated ingress locations shall provide a visual indication to drivers prior to entering the gated driveway whether the gate is closed or open. This may be excluded if sufficient turn-around space is provided for the design vehicle or if the gate is manned with personnel who would permit an errant driver to enter the gate to turn around and depart.

At no time shall the project cause vehicles entering the site to need to reverse into a travel lane in the public right-of-way in order to depart or turn-around.

BUILDING & SAFETY DEPARTMENT:

General Conditions

58. The applicant shall design the project to show compliance with the latest adopted edition of the following codes as applicable:

A. California Building Code
B. California Residential Code
C. California Electrical Code
D. California Mechanical Code
37 Resolution PC No. 2025-
ATTACHMENT NO. 3
E. California Plumbing Code
F. California Energy Code
G. California Fire Code
H. California Green Building Standards Code

59. The applicant shall install an automatic fire suppression system, which is required in all new construction per FMC Chapter 11 Article II. Design and type of system shall be based upon the requirements of the Building Code, Fire Code and the requirements of the Fontana Fire Prevention District.

60. The applicant shall verify that any temporary building, trailer, commercial coach, etc. installed and/or used in connection with a construction project complies with FMC Chapter 5 Article XIV.

61. The applicant shall verify that all perimeter/boundary walls are designed and constructed so that the outer/exterior face of the wall is as close as possible to the lot line. In any case, the outer/exterior face of the wall shall be within two (2) inches of the lot line.

Distances greater than two (2) inches may be approved prior to construction by the Building Official on a case-by-case basis for extenuating circumstances.

62. The applicant shall have the lot line adjustment recorded prior to the issuance of any building permits.

63. The applicant shall comply with the following grading requirements:

A. Grading plans shall be submitted to and approved by Building & Safety. The grading plans shall indicate all site improvements and shall indicate complete drainage paths of all drainage water run-offs.

B. All drainage water shall drain via approved methods to an approved location, such as a public street, a public drainage system, etc.

C. Drainage water shall not cross over a public sidewalk. Drainage water may, however, cross under a sidewalk if an approved drainage structure is used.

D. A recorded drainage acceptance agreement is required from adjoining property(s) receiving flows from this property.

E. No water course or natural drainage shall be obstructed.

F. Minimum slope or grade for ALL drainage structures shall be one half (0.50) percent for concrete and one (1.0) percent for all other, or as otherwise approved by the Building Official.

G. Drainage water shall not pass from an ‘improved’ type of drainage structure to an ‘unimproved’ type of drainage structure (e.g., concrete swale to a dirt swale) unless otherwise approved by the Building Official.

H. A complete hydrology study using the latest edition of the San Bernardino County Flood Control Hydrology Manual, and complete hydraulic calculations justifying the size, slope, capacity, etc. of any and all drainage structures being utilized, shall be submitted to and approved by Building & Safety.

The on-site drainage system shall, as a minimum, be designed to handle the run-off generated by a ten (10) year storm. Check for flooding of all on-site structures (buildings) and all adjacent properties during a hundred (100) year 38 Resolution PC No. 2025-
ATTACHMENT NO. 3
storm.

I. The grading plans shall, as a minimum, contain sections at all lot lines and/or permit boundary lines. These sections shall clearly indicate:

1. The relationship between the proposed finished on-site grade elevations and the existing adjacent property grade elevations (Indicate any additional drainage water that may come from an adjacent property.); and

2. The ground cover/finished surface material being proposed (e.g., type of pavement, plant material, etc.); and

3. All proposed drainage structures; and

4. Any proposed and/or required walls or fencing.

64. The applicant shall verify that all exterior lighting shall be oriented, directed, and/or shielded as much as possible so that direct illumination does not infringe onto adjoining properties.

PRIOR TO ISSUANCE OF BUILDING/CONSTRUCTION PERMITS

65. The following items (as applicable) shall be completed by the applicant and submitted to Building & Safety prior to the issuance of building permits for this project:

A. Precise grading plans shall be approved
B. Rough grading completed
C. Compaction certification
D. Ped Elevation certification
E. Rough grade inspection signed off by a City Building Inspector FONTANA FIRE PREVENTION DISTRICT:

66. Jurisdiction. The above referenced project is under the jurisdiction of the Fontana fire Protection District (herein “Fire Department”). Prior to any construction occurring on any parcel, the applicant shall contact the Fire Department for verification of current fire protection requirements. All new construction shall comply with the current California Fire Code requirements and all applicable statutes, codes, ordinances, and standards of the Fire Department.

67. Fire Access Road Width. Prior to map recordation, all fire access roadways shall be designed to meet the requirements for this development and shall be approved by the Fire Department. All buildings shall have access provided by approved roads, alleys and private drives with a minimum twenty-six (26) foot unobstructed width and vertically to fourteen (14) feet six (6) inches in height. Buildings three (3) stories in height or more shall have a minimum access of thirty (30) feet unobstructed width and vertically to fourteen (14) feet six (6) inches in height. California Fire Code Chapter 5 & SBCoFD Standard A-1.

68. Turnaround. An approved turnaround shall be provided at the end of each roadway one hundred and fifty (150) feet or more in length. Cul-de-sac length shall not exceed six hundred (600) feet; all roadways shall not exceed a 12 % grade and have a minimum of nineteen (19) foot inside radius and a forty-five (45) foot outside radius for all turns.

California Fire Code Chapter 5 & SBCoFD Standard A-1.
39 Resolution PC No. 2025-
ATTACHMENT NO. 3

69. Fire Lanes. The applicant shall submit on a site plan to the Fire Department for review and approval all proposed signage and striping for all fire access roadways. All curbs adjacent to fire lanes shall be painted red and “No Parking, Fire Lane” signs shall be installed on public and private roads in accordance with approved standards. SBCoFD Standard A-2.

70. Water System Commercial. Prior to map recordation or lot line adjustment, all water supply systems shall be designed to meet the required fire flow for this development and shall be approved by the Fire Department. The required fire flow shall be determined by using Appendix BB of the California Fire Code. A minimum of one new six (6) inch fire hydrant assembly with two (2) two and one half (2 1/2) inch and one (1) four (4) inch outlet (4”x2.5”x2.5”) shall be provided. All fire hydrants shall be spaced no more than three hundred (300) feet as measured along vehicular travel-ways. California Fire Code Chapter & SBCoFD Standard W-2.

The Fire Flow for this project shall be: 4,000 GPM for a two-hour duration at 20 psi residual operating pressure. Fire Flow is based on a 350,438 sq ft structure.

71. Hydrant Marking. Blue reflective pavement markers indicating fire hydrant locations shall be installed as specified by the Fire Department. SBCoFD Standard W-2.

72. Water Improvement Plan: The applicant shall submit “Water Improvement Plans” to Fontana Fire Prevention. W.I.P. to include site plan, existing & proposed PUBLIC fire hydrant locations, building construction type, square foot details of the largest building, total square foot of ALL floors in a multifloored building, square foot size of entire site, and description of what is being constructed/occupancy type. Once approved by Fire Department, applicant will provide stamped/approved W.I.P to water purveyor for their construction needs. ON-SITE PRIVATE FIRE WATER SUPPLY SHALL BE

INSPECTED AND IN WORKING CONDITION PRIOR TO PLACING COMBUSTIBLE MATERIALS ON THE JOBSITE. California Fire Code Chapter 5.

73. Combustible Protection. Prior to combustibles being placed on the project site an approved paved roadway providing fire access and fire hydrants providing an acceptable fire flow shall be installed. California Fire Code Chapter 5.

74. Fire Sprinkler-NFPA #13. An automatic fire sprinkler system complying with NFPA 13 and Fire Department standards is required. A fire sprinkler contractor shall submit three (3) sets of detailed plans to the Fire Department for review and approval. The plans shall include hydraulic calculations and manufacturer specification sheets. The required fees shall be paid at the time of plan submittal. California Fire Code Chapter 9 & SBCoFD Standard F-1.

75. Standpipe system. A standpipe system is required. A fire sprinkler contractor shall submit three (3) sets of hydraulic calculations and detailed plans to the Fire Department for review and approval. The system shall comply with NFPA 14 and Fire Department standards. The required fees shall be paid at the time of plan submittal. California Fire Code Chapter 9.
40 Resolution PC No. 2025-
ATTACHMENT NO. 3
Hood and Duct Extinguishing system: (IF APPICABLE IN RETAIL SPACE) An automatic hood and duct fire extinguishing system is required. A licensed contractor shall submit three (3) sets of detailed plans (minimum 1/8” scale) with manufactures’ specification sheets to the Fire Department for review and approval. The required fees shall be paid at the time of plan submittal. California Fire Code Chapter 9, NFPA 17A, & NFPA 96.

76. Fire Alarm, Manual or Automatic. A manual, automatic or manual and automatic fire alarm system complying with the California Fire Code, NFPA 72 and all applicable codes is required. A fire alarm contractor shall submit three (3) sets of detailed plans to the Fire Department for review and approval. The required fees shall be paid at the time of plan submittal. California Fire Code Chapter 9, SBCFD Standard F-5, & NFPA 72.

77. Fire Extinguishers. Hand portable fire extinguishers are required. The location, type, and cabinet design shall be approved by the Fire Department. California Fire Code Chapter

9. 78. Commercial (large facility) Addressing. Commercial, industrial developments in excess of 100,000 sq. ft. shall have the street address installed on the building with numbers that are a minimum twelve (12) inches in height and with a one and one half (1 ½) inch stroke.

The street address shall be visible from the street. During the hours of darkness, the numbers shall be electrically illuminated (internal or external). Where the building is two hundred (200) feet or more from the roadway, additional non-illuminated contrasting six (6) inch numbers shall be displayed at the property access entrances. California Fire Code Chapter 5 & SBCoFD Standard B-1.

79. Key Box. An approved Fire Department key box is required. The key box shall be provided with a tamper switch and shall be monitored by a Fire Department approved central monitoring service. California Fire Code Chapter 5 & SBCoFD Standard A-4.

80. Security Gates. In commercial, industrial and multi-family complexes, all swing gates shall have an approved fire department Knox Lock. Where an automatic electric security gate is used, an approved Fire Department override switch is required. California Fire Code Chapter 5 & SBCoFD Standard A-3.

81. Material Identification Placards: (IF APPLICABLE IN RETAIL SPACES) The applicant shall install, in all locations deemed appropriate by the Fire Department, approved material identification placards on the outside of all buildings and/or storage tanks that store hazardous or flammable materials. Additional placards shall be required inside the buildings when chemicals are segregated into separate areas. California Fire Code Chapter 50 & NFPA 704

82. Secondary Access. The development shall have a minimum of 2 points of vehicular access during each phase of construction for fire and emergency access purposes and for evacuation routes. SBCoFD Standard A-1.
41 Resolution PC No. 2025-
ATTACHMENT NO. 3

83. San Bernardino County Fire Standards/Codes: Items not directly called out on these Conditions of Approval, shall also adhere to currently adopted San Bernardino County Fire Standards, California Fire Code, & NFPA.

END OF CONDITIONS OF APPROVAL
42 Notice of Exemption FORM “A”
ATTACHMENT NO. 4

NOTICE OF EXEMPTION
TO:
☐
Office of Land Use and Climate
Innovation
State Clearinghouse
P. O. Box 3044, Room 113
Sacramento, CA 95812-3044
FROM:
(Public
Agency)
Name: City of Fontana
Address: 8353 Sierra Ave,
Fontana CA 92335
Telephone: 909-350-6656
☒ Clerk of the Board of Supervisors
or
County Clerk (Include County
name)
Address:

1. Project Title: Master Case No. 23-0101, Conditional
Use Permit No. 24-0022, and Design
Review No. 23-0024.

2. Project Applicant (include address,
telephone number and email address):

Bobbie Rey,
Project Administrative Coordinator
[email protected]
(909) 355-6688
Andresen Architecture
17087 Orange Way
Fontana, CA 92335

3. Project Location – Identify street
address and cross streets or attach a
map showing project site (preferably a
USGS 15’ or 7 1/2’ topographical map
identified by quadrangle name):

The project site is located at the northeast
corner of Foothill Boulevard and Sultana
Avenue at (APNs: 1110-331-13 and -25)

4. (a) Project Location – City: Fontana (b) Project Location – County: San Bernardino

5. Description of nature, purpose, and
beneficiaries of Project:

The project is for the development
(Mahmoudi Mixed Use Project) of a
mixed-use development of multi-family
residential units that include 163 multifamily units, 5,000 square feet of commercial space, and first floor parking
garage on approximately 3.5 acres,
located at the northeast corner of Foothill
Boulevard and Sultana Avenue at (APNs:
1110-331-13 and -25)

6. Name of Public Agency approving
project:

City of Fontana
43 Notice of Exemption FORM “A”
ATTACHMENT NO. 4

7. Name of Person or Agency undertaking
the project, including any person
undertaking an activity that receives
financial assistance from the Public
Agency as part of the activity or the
person receiving a lease, permit,
license, certificate, or other entitlement
of use from the Public Agency as part of
the activity:

Bobbie Rey,
Project Administrative Coordinator
[email protected]
(909) 355-6688
Andresen Architecture
17087 Orange Way
Fontana, CA 92335

8. Exempt status: (check one)
(a) ☐ Ministerial project. (Pub. Resources Code § 21080(b)(1); State CEQA Guidelines § 15268)
(b) ☐ Not a project. State CEQA Guidelines 15050(c)(2)-(3) (c) ☐ Declared Emergency (Pub. Resources Code § 21080(b)(3); State CEQA Guidelines § 15269(a))
(d) ☐ Emergency Project. (Pub. Resources Code § 21080(b)(4); State CEQA Guidelines § 15269(b),(c))
(e) ☒ Categorical Exemption.

State type and section
number:

Exempt under Section 15332, Class 32
(Accessory Structures) of the California
Environmental Quality Act
(f) ☐ Statutory Exemption.

State Code section number:
(g) ☐ Other. Explanation:

9. Reason why project was exempt: The proposed Project is categorically exempt from CEQA pursuant to CEQA
Guidelines Section No. 15332 (Class No.
32 In-Fill Development Project), Class 32
The project site is currently two lots
surrounded by development within the
City’s designated infill boundary. The
project is consistent with the General
Plan and zoning, site is on five (5) gross
acres or less (3.5 acres), has no value as
habitat for endangered, rare, or
threatened species, the project would not
result in any significant effects relating to
traffic, noise, air quality, or water quality,
and streets, schools, water, and fire
protection have already been developed
and are provided in the general area.

Therefore, it has been determined that the
project qualifies for a categorical
exemption.
44 Notice of Exemption FORM “A”
ATTACHMENT NO. 4

10. Lead Agency Contact Person:

Telephone:

Salvador Quintanilla, Senior Planner
909-350-6656

11. If filed by applicant: Attach Certificate of Determination (Form “B”) before filing.

12. Was a public hearing held by the Lead Agency to consider the exemption? Yes ☐ No ☐
If yes, the date of the public hearing was: August 19, 2025 Date: August 20, 2025
________________________________
Signature
Name: DiTanyon Johnson
Title: Planning Manageer
☒ Signed by Lead Agency ☐ Signed by Applicant
Date Received for Filing:
(Clerk Stamp Here)
Authority cited: Sections 21083 and 21110, Public Resources Code.

Reference: Sections 21108, 21152, and 21152.1, Public Resources Code. 45 NOTICE OF PUBLIC HEARING
SI DESEA INFORMACION EN ESPAÑOL REFERENTE A ESTA NOTIFICACION O PROYECTO, FAVOR DE COMUNICARSE AL (909) 350-6728.

In compliance with Section 202 of the Americans with Disabilities Act of 1990 (42 U.S.C. Sec. 12132) and the federal rules and regulations adopted in implementation thereof, the Agenda will be made available in appropriate alternative formats to persons with a disability. Should you need special assistance to participate in this meeting, please contact the City Clerk’s Department by calling (909) 350- 7602. Notification 48 hours prior to the meeting will enable the City to make reasonable arrangements to ensure accessibility to this meeting.

A PUBLIC HEARING HAS BEEN SCHEDULED BEFORE THE PLANNING COMMISSION OF THE CITY OF FONTANA FOR THE FOLLOWING:

Master Case No. 23-0101, Conditional Use Permit No. 24-0022, and Design Review No. 23-0024 A request to develop a mixed-use development of 163 multi-family residential units and 41 ADU units, 5,000 square feet of commercial space, and first floor parking garage on approximately 3.5 acres.

Environmental
Determination:

This project is Categorically Exempt with studies pursuant to Section No. 15332 (In-Fill Development Project) of the California Environmental Quality Act and Section No. 3.22 of the 2019 Local Guidelines for Implementing CEQA.

Location: Northeast corner of Foothill Boulevard
and Sultana Avenue (APNs: 1110-331-
13 and -25).

Date of Hearing: August 19, 2025
Place of Hearing: City Hall Council Chambers
8353 Sierra Avenue
Fontana, CA 92335
Time of Hearing: 6:00 P.M.

Should you have any questions concerning this project,
please contact Salvador Quintanilla, Senior Planner, at (909) 350-6656 or [email protected].

ANY INTERESTED PARTY MAY APPEAR AND PRESENT ANY INFORMATION WHICH MAY BE OF ASSISTANCE TO THE PLANNING COMMISSION. A COPY OF THE APPLICATION AND ENVIRONMENTAL DOCUMENTATION IS AVAILABLE FOR INSPECTION IN THE PLANNING DEPARTMENT, CITY HALL.

IF YOU CHALLENGE IN COURT ANY ACTION TAKEN CONCERNING A PUBLIC HEARING ITEM, YOU MAY BE LIMITED TO RAISING ONLY

THOSE ISSUES YOU OR SOMEONE ELSE RAISED AT THE PUBLIC HEARING DESCRIBED IN THIS NOTICE, OR IN WRITTEN CORRESPONDENCE TO THE CITY AT, OR PRIOR TO, THE PUBLIC HEARING.

PUBLISH: August 8, 2025
Project
Site
Foothill Blvd
Sultana
Ave
46 Docusign Envelope ID: 7A832849- 1 AD8- 419B- 9A82- 58874267E54A City of Fontana
Planning Commission
Minutes
Idilio Sanchez, Chair
Ricardo Quintana, Vice Chair
Joe Armendarez, Secretary
Torrie Lozano, Commissioner
Dylan Keetle, Commissioner
Tuesday, August 19, 2025 6: 00 P. M. Grover W. Taylor Council Chambers CALL TO ORDER/ ROLL CALL:

A. Call to Order/ Roll Call:

A regular meeting of the City of Fontana Planning Commission was held on Tuesday, August 19, 2025. Vice Chair Quintana called the meeting to order at 6: 03 p. m.

Present: Vice Chair Quintana, Secretary Armendarez, Commissioners Keetle and Lozano.

Absent: Chair Sanchez
INVOCATION/ PLEDGE OF ALLEGIANCE:

A. Invocation/ Pledge of Allegiance:

Following the Invocation by Chaplain Bianca Pescina, the Pledge of Allegiance was led by Commissioner Lozano.

Docusign Envelope ID: 7A832849- 1 AD8- 419B- 9A82- 58874267E54A Planning Commission Minutes August 19, 2025
PUBLIC COMMUNICATIONS:

A. Public Communications:

None.

CONSENT CALENDAR:

A. Approval of Minutes:

Approve the Regular Planning Commission Meeting Minutes of July 15, 2025.

ACTION: A Motion was made by Secretary Armendarez and seconded by Commis sioner Keetle and passed by a vote of 4- 0 to approve the Consent Calendar.

The motion carried by the following vote:

Aye: Vice Chair Quintana, Secretary Armendarez, Commissioners Keetle and Lozano

Absent: Chair Sanchez
Abstain: None
PH -A Master Case No. 25- 0047 and Municipal Code Amendment No. 25- 0008:

Fontana Municipal Code amendments to Chapter 30 to modify multiple sections of the Zoning and Development Code, including modifications to the definition of and operating standards for restaurants, development standards for the Multi -Family Medium/High Density Residential ( R-4) zone, administrative procedures pertaining to administrative site plan and design review entitlements; and the establishment of a Paseo Overlay District; modification to Chapter 26 pertaining to time extensions for tentative maps; and modification to Chapter 33 to provide additional delivery standards for cannabis retail storefront businesses.

Vice Chair Quintana opened the Public Hearing.

Staff recommended that the Planning Commission continue this item to the September 16, 2025, Regular Planning Commission Meeting.

No written correspondence was received.

RECOMMENDATION:

Staff recommends that the Planning Commission continue this item to the September 16, 2025, Regular Planning Commission Meeting.

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ACTION: Motion was made by Commissioner Keetle and seconded by Commissioner Lozano and passed by a vote of 4- 0 to continue Public Hearing Item A" to the September 16, 2025, Regular Planning Commission Meeting.

The motion carried by the following vote:

AYES: Vice Chair Quintana, Secretary Armendarez, Commissioners Keetle and Lozano NOES: None; ABSTAIN: None; ABSENT: Chair Sanchez PH- B Master Case No. ( MCN) 23- 0085: Conditional Use Permit No. 23- 0018 and Administrative Site Plan No. 23- 0027 - A request to establish a trailer repair facility and a request for site and architectural review of a new approximately 11, 933 square foot trailer repair facility and associated site improvements on a 1. 7 acre site located at 15763 Boyle Avenue ( Assessor Parcel Number 0237- 052- 23) pursuant to a Categorical Exemption in accordance with CEQA Guidelines Section 15332.

Vice Chair Quintana opened the Public Hearing.

Alexia Barberena, Associate Planner, presented the staff report.

Secretary Armendarez inquired about rear emergency access. Staff noted the Fire Department found Boyle Avenue access sufficient and that Stover Avenue access is not feasible due to adjacent businesses.

The applicant, Suresh Doddiah, on behalf of S. D. Engineering & Associates stated that he read and agreed to the Conditions of Approval.

No written correspondence was received.

The Public Hearing was closed.

RECOMMENDATION:

Based on the information in the staff report and resolution and subject to the attached Findings and Conditions of Approval, staff recommends that the Planning Commission adopt Resolution No. PC 2025- 026 and,

1. Find that the project is categorically exempt pursuant to CEQA Guidelines Section No. 15332 ( Class No. 32, Infill Development), and Section No. 3. 22 Categorical Exemption) of the Local 2019 Guidelines for Implementing the CEQA, and direct staff to file a Notice of Exemption; and,

2. Approve Conditional Use Permit No. 23- 0018; and,

3. Approve Administrative Site Plan No. 23- 0027.

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Docusign Envelope ID: 7A832849- 1 AD8- 419B- 9A82- 58874267E54A Planning Commission Minutes August 19, 2025
ACTION: Motion was made by Commissioner Keetle and seconded by Secretary Armendarez and passed by a vote of 4- 0 to approve Public Hearing Item " B"; adopt Resolution No. PC 2025- 026; Approve Conditional Use Permit No. 23- 0018 and Administrative Site Plan No. 23- 0027.

The motion carried by the following vote:

AYES: Vice Chair Quintana, Secretary Armendarez, Commissioners Keetle and Lozano NOES: None; ABSTAIN: None; ABSENT: Chair Sanchez PH- C Master Case No. 23- 0101: Conditional Use Permit No. 24- 0022, and Design Review No. 23- 0024; A request for the development of a mixed use project ( 163 multi -family units and 5, 000 square feet of commercial retail) within the R-5 zoning district and for site and architectural review of a five -story 83, 125 square foot mixed -use building and associate improvements, on a 3. 5 acre site located on the northeast corner of Foothill Boulevard and Sultana Avenue ( APNs: 1110- 331- 13 and 1110- 331- 25), pursuant to a Categorical Exemption in accordance with CEQA Guidelines Section 15332.

Vice Chair Quintana opened the Public Hearing.

The City Clerk' s Department received two ( 2) written correspondences in opposition of this item.

Salvador Quintanilla, Senior Planner, presented the staff report.

Commissioner Lozano asked about parking and separation for retail and residents. Staff confirmed 277 spaces ( code requires 275), with first floor and outdoor parking, retail spaces in front, and residential parking behind fencing.

The applicant, Mike Mahmoudi, stated that he read and agreed to the Conditions of Approval. Project Architect, Doug Andresen provided the commission with a short overview of the project.

The following individual spoke in opposition:

Alree Young
Vice Chair Quintana inquired about the traffic study, surrounding land uses, and bike path safety. Staff confirmed the study showed acceptable traffic levels, described adjacent properties, and noted that safety would be supported through police patrols if needed, CPTED review, and a gated design.

The Public Hearing was closed.

Chair Quintana re -opened the Public Hearing.

Page4of8
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Commissioner Keetle commended the project design and inquired about courtyard access, retail uses, and building height impacts. Applicant explained the courtyard will be located above the podium level, accessible only to residents via secure elevator and stair access. Retail space will be leased, with typical uses such as a coffee shop or salon anticipated, and hours will be subject to lease terms. Applicant noted the project design and site grading reduce visual impacts to nearby residences, with several hundred feet of separation and elevation changes.

Additionally, Commissioner Keetle asked for clarification on traffic study numbers and potential impacts on Sultana Avenue. Staff explained the study provided total project peak trip counts ( 90 a. m. and 121 p. m.) and deferred to engineering for specific Sultana impacts. Commissioner Keetle also asked about crime, and staff noted that development generally reduces crime by increasing activity and visibility in the area.

The following individual spoke in favor:

Che Tang
The Public Hearing was closed.

RECOMMENDATION:

Based on the information in the staff report and resolution, and subject to the attached Findings and Conditions of Approval, staff recommends that the Planning Commission adopt Resolution No. PC 2025-027; and,

1. Determine that the project is categorically exempt pursuant to Section No. 15332 ( Class No. 32. Infill Development) of the California Environmental Quality Act ( CEQA), and Section No. 3. 22 ( Categorical Exemption) of the Local 2019 Guidelines for Implementing the CEQA, and direct staff to file a Notice of Exemption; and,

2. Approve Conditional Use Permit ( CUP) No. 24- 0022; and,

3. Approve Design Review ( DRP) No. 23- 0024
ACTION: Motion was made by Secretary Armendarez and seconded by Commissioner Keetle and passed by a vote of 4- 0 to approve Public Hearing Item C"; adopt Resolution No. PC 2025- 027; approve Conditional Use Permit ( CUP) No. 24- 0022 and approve Design Review ( DRP) No. 23- 0024.

The motion carried by the following vote:

AYES: Vice Chair Quintana, Secretary Armendarez, Commissioners Keetle and Lozano NOES: None; ABSTAIN: None; ABSENT: Chair Sanchez Page5of8
Docusign Envelope ID: 7A832849- 1 AD8- 419B- 9A82- 58874267E54A Planning Commission Minutes August 19, 2025
PH- D Master Case No. 24- 0055; Design Review No. 24- 0028; A request for site and architectural approval of a new residential development consisting of eight ( 8) multi -family units with associated improvements on a . 3- acre site located on Miller Avenue between Sierra Avenue and Acacia Street ( Assessor Parcel Number 0190- 171- 11), pursuant to a Categorical Exemption in accordance with CEQA Guidelines Section 15332.

Vice Chair Quintana opened the Public Hearing.

The City Clerk's Department received one ( 1) written correspondences in opposition of this item.

Rina Leung, Senior Planner, presented the staff report and noted a memo requesting modification to Condition No. 24 to require stucco and a decorative cap on the existing block wall along the east side of the project.

Commissioner Keetle inquired about parking for the proposed project, including the total number of spaces and requirements for the main units and ADUs. Staff explained that the project provides nine spaces, which meets code due to allowed reductions for long- term bike parking and proximity to a bus stop. Street parking is available to the east and on nearby interior streets, but not directly in front of the project. Staff also confirmed that the project complies with all applicable parking requirements.

Engineer, Doug Andresen, on behalf of the applicant stated that he read and agreed to the amended Conditions of Approval. The Applicant explained that the three- story design is intended to maximize development efficiency and affordability while exceeding parking requirements. The project aims to be visually appealing, complement the community, and provide long- term value.

The following individual spoke in opposition:

Karla Gutierrez
David Oei
Commissioner Keetle expressed concern about insufficient parking for ten units, potential traffic near the school, and impacts on nearby residents. Staff noted that the ADUs comply with parking requirements and are not within the discretionary view of the Planning Commission.

Vice Chair Quintana inquired about traffic safety near the adjacent school and whether the traffic study accounted for student crossings. Staff responded that a traffic analysis was completed, showing minimal trips, and noted a condition of approval allowing future traffic restrictions if needed. Vice Chair Quintana also raised a concern about privacy and setbacks. Staff confirmed the setback meets code requirements and explained the inclusion of perimeter landscaping and relocation of the three- story building away from nearby residences.

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Docusign Envelope ID: 7A832849- 1 AD8- 419B- 9A82- 58874267E54A Planning Commission Minutes August 19, 2025
The Public Hearing was closed.

RECOMMENDATION:

Based on the information contained in the staff report and resolution and subject to the attached Findings and Conditions of Approval, staff recommends that the Planning Commission adopt Resolution No. PC 2025- 028; and,

1. Find that the project is categorically exempt pursuant to Section No. 15332 (Class No. 32, Infill Development) of the California Environmental Quality Act, and Section No. 3. 22 (Categorical Exemption) of the Local 2019 Guidelines for Implementing the CEQA, and direct staff to file a Notice of Exemption; and,

2. Approve Design Review ( DRP) No. 24- 0028.

ACTION: Motion was made by Secretary Armendarez and seconded by Commissioner Lozano and passed by a vote of 3- 1 to approve Public Hearing Item D"; adopt Resolution No. PC 2025- 028 and approve Design Review ( DRP) No. 24- 0028 with amended conditions of approval.

The motion carried by the following vote:

AYES: Vice Chair Quintana, Secretary Armendarez and Commissioner Lozano NOES: Keetle; ABSTAIN: None; ABSENT: Chair Sanchez
DIRECTOR COMMUNICATIONS:

A. Director Communications:

Patricia Nevins, Director of Planning noted that there are no items scheduled for the September 2nd meeting and that the next regular meeting will be September 16th.

COMMENTS:

A. Public Communication Commission Comments:

Commissioner Keetle thanked city staff and the Director Nevins, for their hard work, expressed appreciation for the projects, wished everyone a happy Labor Day, and noted enjoyment in serving on the commission.

Commissioner Lozano thanked city staff and presenters for their efforts, acknowledged her son' s interest in city activities, and wished everyone a safe and enjoyable weekend.

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Docusign Envelope ID: 7A832849- 1 AD8- 419B- 9A82- 58874267E54A Planning Commission Minutes August 19, 2025
Secretary Armendarez expressed appreciation for the planning staff's work and thorough vetting of projects, emphasizing fairness and adherence to established standards, including ADU regulations. Commissioner praised the city's ongoing development and beautification efforts, highlighted the 163- unit project on the rail corridor, and thanked fellow commissioners and staff for their dedication.

Vice Chair Quintana expressed appreciation for the planning department's work and adherence to codes, acknowledged applicants' gratitude, and thanked fellow commissioners. Vice Chair also noted the cancellation of the September 2nd meeting and wished everyone a happy Labor Day before moving to adjournment.

ADJOURNMENT:

Vice Chair Quintana adjourned the meeting at 7: 15 p. m. to the next Regular Planning Commission Meeting on Tuesday, September 16, 2025, at 6: 00 p. m. in the Grover W.

Taylor Council Chambers located at 8353 Sierra Avenue, Fontana, California.

Swsaina atiliaY'do
Susana Gallardo
Deputy City Clerk

THE FOREGOING MINUTES WERE APPROVED BY THE PLANNING COMMISSION ON THE 16t" DAY OF SEPTEMBER 2025.
ricard.o G a tAl-aun a
Ricardo Quintana
Vice Chair
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0 docusign..

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Envelope Id: 7A832849- 1AD8-419B-9A82- 58874267E54A
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City of Fontana
Action Report
City Council Meeting
8437 Sierra Avenue
Fontana, CA 92335
File #: 26-0779 Agenda Date: 2/10/2026
Agenda #: D. Category: Public Hearing
FROM:

Finance
SUBJECT:

Quarterly Lien Action for Delinquent Sewer, Solid Waste and Weed Abatement Accounts RECOMMENDATION:

1. Authorize staff to complete and record lien against real property for those sewer accounts sixty days or more delinquent, solid waste accounts more than ninety days delinquent, and for properties with delinquent weed abatement charges outstanding as described in attached resolutions and written reports and to direct staff to file for the recording of liens for such properties.

2. Adopt Resolution No. 2026-005, of the City Council of the City of Fontana authorizing the collection of certain annual wastewater and solid waste service charges, including delinquent charges for each service, on the County property tax rolls and determining and record liens against current delinquent parcels.

3. Adopt Resolution No. 2026-006, of the City Council of the City of Fontana adopting the statement of unpaid expenses for weed abatement and imposing a lien against real property for payment thereof. ..End
COUNCIL GOALS:
· To operate in a businesslike manner by becoming more service oriented. · To practice sound fiscal management by developing long-term funding and debt management plans.
· To improve public safety by increasing operational efficiency, visibility, and availability.

DISCUSSION:

Public Hearings on proposed liens are scheduled quarterly to allow for timely collections and recording of indebtedness. The lien process protects revenues due to the City which would have otherwise been subject to loss through skipped accounts or property transfers.

The proposed written reports (one each for sewer, solid waste and weed abatement) are on file with the City Clerk. Each property owner has had notification provided as required by state law regarding the public hearing and intent to record the lien amount, as well as regular billing notification and legal advertisement as required by City Code. Further, with respect to Weed Abatement, all property owners had the opportunity to protest weed abatement citations through an administrative hearing City of Fontana Page 1 of 2 Printed on 2/5/2026
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File #: 26-0779 Agenda Date: 2/10/2026
Agenda #: D. Category: Public Hearing
process.

The lists recommended for adoption contain the following; Type of Account Number of Properties Current Lien Amount Receivables Protected to Date
Sewer 298 $207,215.98 $4,728,872.71
Solid Waste* 34 $20,636.08 $9,657,139.20
Weed Abatement 16 $3,264.70 $4,304,217.85
*Collections are payable to Burrtec Waste and should be made directly to them.

Numbers subject to change if payments are collected
An administrative fee will be included to offset the City's costs to record the lien, as well as the County fee associated with release of the lien to ensure that property titles are cleared once payment has been made. All properties with unpaid liens as of July 1st will be subject to having the remaining amounts placed on the property tax rolls for collection through separate City Council action.

FISCAL IMPACT:

The approval of this item will result in liens totaling approximately $231,117 being recorded with the San Bernardino County Recorder’s Office and other applicable County offices. These recorded liens will remain in effect until paid and, if still unpaid, will be included in the City’s next annual process to place delinquent charges on the County property tax roll for collection. This action will help prevent increases in customer charges due to uncollectible accounts. The Sewer lien list receivable amount has been included as revenue in the Sewer Operations Maintenance Fund for current and prior budget periods. Recording the solid waste liens strengthens Fontana solid waste’s ability to collect, thereby increasing the amount generated by the 12 % franchise fee remitted to the City.

MOTION:

Approve staff recommendation.

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