Agenda packet — Ukiah City Council, January 21, 2026 (part 3 of 6)

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X
423+00
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R / W R / W

R / W R / W
"T" LINE

RAIL CL
MATCHLINE STA 423+40
MATCHLINE STA 427+30
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427+00
428+00 429+00 430+00 431+00

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R/W R/W

RAIL CL
WATERS D5

PROTECT FENCE IN PLACE
"T" LINE
48" CMP

RIPARIAN HABITAT
MATCHLINE STA 427+30
MATCHLINE STA 431+20
Project
Client
Plot Date: 21 December 2022 - 6:32 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\EN\C3D\sheets\12557341-GHD-0000-ERO-EN-D101.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com
of
Title
1"
IssueNo. Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

EROSION CONTROL PLAN
0 10' 20' 40'

EROSION CONTROL PLAN
STA 423+40 TO STA 431+20
1" = 20' CE104 45
C. PHELPS
C. PHELPS
E. FANSELAU
E. FANSELAU SEP 30, 2022
N

EROSION CONTROL PLAN N

EROSION CONTROL LEGEND

TEMPORARY SILT FENCE PER CALTRANS BMP FACT SHEET
SC-1

PLACE TEMPORARY FIBER ROLLS FOR SLOPE PROTECTION

DURING CONSTRUCTION PER CALTRANS BMP FACT SHEET
SC-5

STORM DRAIN INLET PROTECTION PER CALTRANS FACT
SHEET SC-6
JUTE BLANKET PER CALTRANS BMP FACT SHEET SS-7

TEMPORARY TREE PROTECTION FENCING, SEE LANDSCAPE

PLAN FOR NOTES

TEMPORARY ESA WETLAND PROTECTION FENCING

RIPARIAN AREA TO REMAIN, TO BE PROTECTED

RIPARIAN AREA TO BE TEMPORARY IMPACT

RIPARIAN AREA TO BE PERMANENT IMPACT

WETLAND TO REMAIN, TO BE PROTECTED

WETLAND OR WATERS TO BE TEMPORARY IMPACT

WETLAND OR WATERS TO BE PERMANENT IMPACT

WATERS TO REMAIN, TO BE PROTECTED

EXISTING TREE TO REMAIN, TO BE PROTECTED

X EXISTING TREE TO BE REMOVED

SEE BELOW

SEE ABOVE
SEE SHEET CE105
SEE SHEET CE103

Page 336 of 895 ends

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X
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X
X
X
X
X
X
X
X
X
X
X
431+00 432+00
433+00
434+00
435+00

R/W R/W

R/W R/W R/W R/W

R/W R/W
"T" LINE

AIRPORT PARK BLVD
WATERS D4 CONTINUES PAST RIGHT OF WAY

AIRPORT RD

RAIL CL
WATERS D4 MATCHLINE STA 431+20 MATCHLINE STA 435+10
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X
435+00
436+00
437+00 438+00 439+00

R/W R/W

R/W R/W
"T" LINE
RAIL CL MATCHLINE STA 435+10 MATCHLINE STA 438+91
Project
Client
Plot Date: 21 December 2022 - 6:32 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\EN\C3D\sheets\12557341-GHD-0000-ERO-EN-D101.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

EROSION CONTROL PLAN
0 10' 20' 40'

EROSION CONTROL PLAN
STA 431+20 TO STA 438+91
1" = 20' CE105 46
C. PHELPS
C. PHELPS
E. FANSELAU
E. FLANSELAU SEP 30, 2022
N

EROSION CONTROL PLAN N

EROSION CONTROL LEGEND

TEMPORARY SILT FENCE PER CALTRANS BMP FACT SHEET
SC-1

PLACE TEMPORARY FIBER ROLLS FOR SLOPE PROTECTION

DURING CONSTRUCTION PER CALTRANS BMP FACT SHEET
SC-5

STORM DRAIN INLET PROTECTION PER CALTRANS FACT
SHEET SC-6
JUTE BLANKET PER CALTRANS BMP FACT SHEET SS-7

TEMPORARY TREE PROTECTION FENCING, SEE LANDSCAPE

PLAN FOR NOTES

TEMPORARY ESA WETLAND PROTECTION FENCING

RIPARIAN AREA TO REMAIN, TO BE PROTECTED

RIPARIAN AREA TO BE TEMPORARY IMPACT

RIPARIAN AREA TO BE PERMANENT IMPACT

WETLAND TO REMAIN, TO BE PROTECTED

WETLAND OR WATERS TO BE TEMPORARY IMPACT

WETLAND OR WATERS TO BE PERMANENT IMPACT

WATERS TO REMAIN, TO BE PROTECTED

EXISTING TREE TO REMAIN, TO BE PROTECTED
X EXISTING TREE TO BE REMOVED SEE BELOW SEE ABOVE SEE SHEET CE106 SEE SHEET CE104 1 WATERS D4 MODIFICATIONS KG KG 2022-12-19

Page 337 of 895 ends

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R/W R/W

RAIL CL
WATERS D3
"T" LINE

WETLAND D
D
STA 442+33.63, 8.75' L
BEGIN ESA FENCE MATCHLINE STA 438+91 MATCHLINE STA 442+91 585
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443+00
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446+00 447+00

R/W R/W

R/W R/W
"T" LINE

RAIL CL
"T" LINE

WETLAND D
STA 443+62.59, 9.18' L

END ESA FENCE
STA 443+73.50, 7.80' R

END ESA FENCE
STA 443+36.10, 9.61' R
BEGIN ESA FENCE MATCHLINE STA 442+91 MATCHLINE STA 446+83 Project
Client
Plot Date: 3 February 2023 - 9:05 AM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\EN\C3D\sheets\12557341-GHD-0000-ERO-EN-D101.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

EROSION CONTROL PLAN
0 10' 20' 40'

EROSION CONTROL PLAN
STA 438+91 TO STA 446+83
1" = 20' CE106 47
C. PHELPS
C. PHELPS
E. FANSELAU
E. FANSELAU SEP 30, 2022
N

EROSION CONTROL PLAN N

EROSION CONTROL LEGEND

TEMPORARY SILT FENCE PER CALTRANS BMP FACT SHEET
SC-1

PLACE TEMPORARY FIBER ROLLS FOR SLOPE PROTECTION

DURING CONSTRUCTION PER CALTRANS BMP FACT SHEET
SC-5

STORM DRAIN INLET PROTECTION PER CALTRANS FACT
SHEET SC-6
JUTE BLANKET PER CALTRANS BMP FACT SHEET SS-7

TEMPORARY TREE PROTECTION FENCING, SEE LANDSCAPE

PLAN FOR NOTES

TEMPORARY ESA WETLAND PROTECTION FENCING

RIPARIAN AREA TO REMAIN, TO BE PROTECTED

RIPARIAN AREA TO BE TEMPORARY IMPACT

RIPARIAN AREA TO BE PERMANENT IMPACT

WETLAND TO REMAIN, TO BE PROTECTED

WETLAND OR WATERS TO BE TEMPORARY IMPACT

WETLAND OR WATERS TO BE PERMANENT IMPACT

WATERS TO REMAIN, TO BE PROTECTED

EXISTING TREE TO REMAIN, TO BE PROTECTED
X EXISTING TREE TO BE REMOVED SEE BELOW SEE ABOVE SEE SHEET CE107 SEE SHEET CE105 1 WETLAND MITIGATION REVISIONS KG KG 2023-02-03

Page 338 of 895 ends

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X
447+00 448+00
449+00 450+00
451+00

R/W R/W

RAIL CL
"T" LINE

WETLAND C
WETLAND B WETLAND B MATCHLINE STA 446+83 MATCHLINE STA 450+75 TM
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R/W
R/W
R/W
R/W

RAIL CL
"T" LINE

WETLAND B

PROTECT COLUMN IN PLACE

NORGARD LN
SB HWY 101
NB HWY 101

RAIL CL

COUNTY R/W

COUNTY R/W
"T" LINE

CONSTRUCTION STAGING AREA

END BASE BID, BEGIN ADD-ALT
Project
Client
Plot Date: 3 February 2023 - 9:04 AM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\EN\C3D\sheets\12557341-GHD-0000-ERO-EN-D101.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

EROSION CONTROL PLAN
0 10' 20' 40'

EROSION CONTROL PLAN
STA 446+83 TO STA 456+33
1" = 20' CE107 48
C. PHELPS
C. PHELPS
E. FANSELAU
E. FANSELAU SEP 30, 2022
N

EROSION CONTROL PLAN N

EROSION CONTROL LEGEND

TEMPORARY SILT FENCE PER CALTRANS BMP FACT SHEET
SC-1

PLACE TEMPORARY FIBER ROLLS FOR SLOPE PROTECTION

DURING CONSTRUCTION PER CALTRANS BMP FACT SHEET
SC-5

STORM DRAIN INLET PROTECTION PER CALTRANS FACT
SHEET SC-6
JUTE BLANKET PER CALTRANS BMP FACT SHEET SS-7

TEMPORARY TREE PROTECTION FENCING, SEE LANDSCAPE

PLAN FOR NOTES

TEMPORARY ESA WETLAND PROTECTION FENCING

RIPARIAN AREA TO REMAIN, TO BE PROTECTED

RIPARIAN AREA TO BE TEMPORARY IMPACT

RIPARIAN AREA TO BE PERMANENT IMPACT

WETLAND TO REMAIN, TO BE PROTECTED

WETLAND OR WATERS TO BE TEMPORARY IMPACT

WETLAND OR WATERS TO BE PERMANENT IMPACT

WATERS TO REMAIN, TO BE PROTECTED

EXISTING TREE TO REMAIN, TO BE PROTECTED

X EXISTING TREE TO BE REMOVED
MATCHLINE STA 450+75 SEE BELOW SEE ABOVE SEE SHEET CE108 SEE SHEET CE106 1 WETLAND C REVISIONS KG KG 2022-12-19
2 WETLAND MITIGATION REVISIONS KG KG 2023-02-03

Page 339 of 895 ends

COM
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457+00
458+00
R/W
R/W

NORGARD LN

PROTECT COLUMN IN PLACE

PROTECT FENCE IN PLACE
WATERS D2

COUNTY R/W COUNTY R/W

PROTECT EXISTING RAIL BRIDGE IN PLACE

END BASE BID, BEGIN ADD-ALT
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459+00 460+00 461+00 462+00

R/W R/W

R/W R/W
"T" LINE
RAIL CL MATCHLINE STA 458+59 MATCHLINE STA 462+49
Project
Client
Plot Date: 21 December 2022 - 6:32 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\EN\C3D\sheets\12557341-GHD-0000-ERO-EN-D101.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

EROSION CONTROL PLAN
0 10' 20' 40'

EROSION CONTROL PLAN
STA 456+50 TO STA 462+49
1" = 20' CE108 49
C. PHELPS
C. PHELPS
E. FANSELAU
E. FANSELAU SEP 30, 2022
N

EROSION CONTROL PLAN N

EROSION CONTROL LEGEND

TEMPORARY SILT FENCE PER CALTRANS BMP FACT SHEET
SC-1

PLACE TEMPORARY FIBER ROLLS FOR SLOPE PROTECTION

DURING CONSTRUCTION PER CALTRANS BMP FACT SHEET
SC-5

STORM DRAIN INLET PROTECTION PER CALTRANS FACT
SHEET SC-6
JUTE BLANKET PER CALTRANS BMP FACT SHEET SS-7

TEMPORARY TREE PROTECTION FENCING, SEE LANDSCAPE

PLAN FOR NOTES

TEMPORARY ESA WETLAND PROTECTION FENCING

RIPARIAN AREA TO REMAIN, TO BE PROTECTED

RIPARIAN AREA TO BE TEMPORARY IMPACT

RIPARIAN AREA TO BE PERMANENT IMPACT

WETLAND TO REMAIN, TO BE PROTECTED

WETLAND OR WATERS TO BE TEMPORARY IMPACT

WETLAND OR WATERS TO BE PERMANENT IMPACT

WATERS TO REMAIN, TO BE PROTECTED

EXISTING TREE TO REMAIN, TO BE PROTECTED

X EXISTING TREE TO BE REMOVED
MATCHLINE STA 458+59

ADD ALTERNATIVE SEE BELOW SEE ABOVE
SEE SHEET CE109
SEE SHEET CE107

Page 340 of 895 ends

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463+00 464+00 465+00 466+00

R/W R/W

RAIL CL
"T" LINE MATCHLINE STA 462+49 MATCHLINE STA 466+39
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R/W R/W

R/W R/W R/W R/W

R/W R/W

RAIL CL
"T" LINE MATCHLINE STA 466+39 MATCHLINE STA 470+29
Project
Client
Plot Date: 21 December 2022 - 6:32 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\EN\C3D\sheets\12557341-GHD-0000-ERO-EN-D101.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

EROSION CONTROL PLAN
0 10' 20' 40'

EROSION CONTROL PLAN
STA 462+49 TO STA 470+29
1" = 20' CE109 50
C. PHELPS
C. PHELPS
E. FANSELAU
E. FANSELAU SEP 30, 2022
N

EROSION CONTROL PLAN N

EROSION CONTROL LEGEND

TEMPORARY SILT FENCE PER CALTRANS BMP FACT SHEET
SC-1

PLACE TEMPORARY FIBER ROLLS FOR SLOPE PROTECTION

DURING CONSTRUCTION PER CALTRANS BMP FACT SHEET
SC-5

STORM DRAIN INLET PROTECTION PER CALTRANS FACT
SHEET SC-6
JUTE BLANKET PER CALTRANS BMP FACT SHEET SS-7

TEMPORARY TREE PROTECTION FENCING, SEE LANDSCAPE

PLAN FOR NOTES

TEMPORARY ESA WETLAND PROTECTION FENCING

RIPARIAN AREA TO REMAIN, TO BE PROTECTED

RIPARIAN AREA TO BE TEMPORARY IMPACT

RIPARIAN AREA TO BE PERMANENT IMPACT

WETLAND TO REMAIN, TO BE PROTECTED

WETLAND OR WATERS TO BE TEMPORARY IMPACT

WETLAND OR WATERS TO BE PERMANENT IMPACT

WATERS TO REMAIN, TO BE PROTECTED

EXISTING TREE TO REMAIN, TO BE PROTECTED

X EXISTING TREE TO BE REMOVED
ADD ALTERNATIVE SEE BELOW SEE ABOVE SEE SHEET CE109 SEE SHEET CE108

Page 341 of 895 ends

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585 584
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470+00 471+00 472+00 473+00 474+00

R/W R/W

R/W R/W
"T" LINE MATCHLINE STA 470+29
RAIL CL MATCHLINE STA 474+19

ATT&T OPTICAL

ATT&T OPTICAL
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65 43
2 11110
582
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582
X
X
X
474+00 475+00 476+00
477+00
478+00

R/W R/W

R/W R/W R/W
R/W

RAIL CL
"T" LINE
WATERS D1

PROTECT EXISTING RAIL BRIDGE IN PLACE

PLANT RD
(E) STORM DRAIN INLET IS NOT LOCATED
INLET PROTECTION LOCATION IS APPROXIMATE MATCHLINE STA 474+19 Project
Client
Plot Date: 21 December 2022 - 6:33 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\EN\C3D\sheets\12557341-GHD-0000-ERO-EN-D101.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU

EROSION CONTROL PLAN
0 10' 20' 40'

EROSION CONTROL PLAN
STA 470+29 TO STA 478+25
1" = 20' CE110 51
C. PHELPS
C. PHELPS
E. FANSELAU
E. FANSELAU SEP 30, 2022
N

EROSION CONTROL PLAN N

EROSION CONTROL LEGEND

TEMPORARY SILT FENCE PER CALTRANS BMP FACT SHEET
SC-1

PLACE TEMPORARY FIBER ROLLS FOR SLOPE PROTECTION

DURING CONSTRUCTION PER CALTRANS BMP FACT SHEET
SC-5

STORM DRAIN INLET PROTECTION PER CALTRANS FACT
SHEET SC-6
JUTE BLANKET PER CALTRANS BMP FACT SHEET SS-7

TEMPORARY TREE PROTECTION FENCING, SEE LANDSCAPE

PLAN FOR NOTES

TEMPORARY ESA WETLAND PROTECTION FENCING

RIPARIAN AREA TO REMAIN, TO BE PROTECTED

RIPARIAN AREA TO BE TEMPORARY IMPACT

RIPARIAN AREA TO BE PERMANENT IMPACT

WETLAND TO REMAIN, TO BE PROTECTED

WETLAND OR WATERS TO BE TEMPORARY IMPACT

WETLAND OR WATERS TO BE PERMANENT IMPACT

WATERS TO REMAIN, TO BE PROTECTED

EXISTING TREE TO REMAIN, TO BE PROTECTED

X EXISTING TREE TO BE REMOVED
ADD ALTERNATIVE SEE BELOW SEE ABOVE SEE SHEET CE109

Page 342 of 895 ends

Project Client Plot Date: 30 September 2022 - 11:59 AM Plotted By: Carmela Sambo N:\Shared\PROJECTS\2021\00-2021-230 Ukiah, CA Great Redwood Trail Phase 4\CAD\L101.dwg 0 Bar is one inch on original size sheet Approved Date Author Drafting Check Designer Project Director Project No. Date Filename: Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo. Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D Size CITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 2022-09-30 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. B. BURCHFIELD R. BOOTH, C. SAMBO R. BOOTH R. BOOTH 304 12th Street, Suite 2A | Oakland, CA 94607 510-540-5008 | altago.com SCALE PLAN SCALE FEET 20 0 2010 40

MATCHLINE - SEE BELOW LEFT

MATCHLINE - SEE ABOVE RIGHT
MATCHLINE - SEE SHEET L-102 1"=20' LANDSCAPE AND SITE FURNISHINGS PLAN L-101 52 MATERIALS LEGEND SEATING BENCH PICNIC TABLE BOULDERS SHADE STRUCTURE BIKE RACK BIKE REPAIR STATION INTERPRETIVE SIGN CONCRETE PAVING S 13 L-301 400+00 401+00 402+00 403+00 S COMMERCE DR EC 42 SF EC 142 SF EC 154 SF HA AM AM AM AM AMAM AM QL CE QL QL CE AM AM HA HA CE AM CE EC 104 SF PERENNIALS (272 sf) EC 147 SF GRASSES (1,125 sf) PERENNIALS (255 sf) PERENNIALS (328 sf) PERENNIALS (161 sf) PERENNIALS (451 sf) AM INTERPRETIVE SIGN SEATING BENCH CONCRETE PAD (55 SF) CONCRETE PAVING (17.5 SF) R / W R / W 12 L302 11' 5' 404+00 405+00 406+00 407+00 408+00 CE AMHA AM QL AM QL CE AM CE AM CE AM CE CE AM AM EC 96 SF EC 155 SF EC 44 SF PERENNIALS (120 sf) GRASSES (326 sf) PERENNIALS (108 sf) GRASSES (177 sf) PERENNIALS (56 sf) GRASSES (2,420 sf) PERENNIALS (721 sf) PERENNIALS (776 sf) EC 159 SF PERENNIALS (270 sf) PERENNIALS (174 sf) STONE SEATING BOULDER (2) SEATING BENCH (2) CONCRETE PAD (199 SF) CONCRETE PAVING (42 SF) R / W R / W R / W 12 L302 MODULAR RETAINING WALL 3 C-502 18' 14' 11'
7' R8' PANDA EXPRESS PARKING LOT

Page 343 of 895 ends

SCALE PLAN SCALE FEET 20 0 2010 40
MATCHLINE - SEE SHEET L-103 Project Client Plot Date: 30 September 2022 - 12:00 PM Plotted By: Carmela Sambo N:\Shared\PROJECTS\2021\00-2021-230 Ukiah, CA Great Redwood Trail Phase 4\CAD\L102.dwg 0 Bar is one inch on original size sheet Approved Date Author Drafting Check Designer Project Director Project No. Date Filename: Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo. Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D Size CITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 2022-09-30 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. B. BURCHFIELD R. BOOTH, C. SAMBO R. BOOTH R. BOOTH 304 12th Street, Suite 2A | Oakland, CA 94607 510-540-5008 | altago.com LANDSCAPE AND SITE FURNISHINGS PLAN 53 MATCHLINE - SEE SHEET L-101 1"=20' L-102 D 415+00 416+00 417+00 418+00 419+00 S EC 52 SF EC 56 SF EC 110 SF AM AM QL AM AM AM AM AM CE CE CE HA CE QL QL CE CE HA HA GRASSES (409 sf) GRASSES (723 sf) PERENNIALS (478 sf) PERENNIALS (554 sf) GRASSES (501 sf) PERENNIALS (219 sf) PERENNIALS (304 sf) GRASSES (282 sf) PERENNIALS (120 sf) GRASSES (488 sf) PERENNIALS (184 sf) PERENNIALS (823 sf) GRASSES (613 sf) PERENNIALS (357 sf) SEATING BENCH ON CONCRETE PAVING (17.5 SF) CONCRETE PAD (28 SF) R / W R / W 12 L302 12 L302 BIKE RACK (3) ON CONCRETE PAVING (14 SF) INTERPRETIVE SIGN SHADE STRUCTURE PICNIC TABLE (1) ON CONCRETE PAVING (73 SF) CONCRETE PAD (369 SF) STONE SEATING BOULDERS (3) 4' 7' 34'
13'
4' 24' R10' HOLIDAY INN PARKING LOT MATERIALS LEGEND SEATING BENCH PICNIC TABLE BOULDERS SHADE STRUCTURE BIKE RACK BIKE REPAIR STATION INTERPRETIVE SIGN CONCRETE PAVING S 13 L-301

Page 344 of 895 ends

SCALE PLAN SCALE FEET 20 0 2010 40
MATCHLINE - SEE SHEET L-104 Project Client Plot Date: 30 September 2022 - 12:00 PM Plotted By: Carmela Sambo N:\Shared\PROJECTS\2021\00-2021-230 Ukiah, CA Great Redwood Trail Phase 4\CAD\L103.dwg 0 Bar is one inch on original size sheet Approved Date Author Drafting Check Designer Project Director Project No. Date Filename: Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo. Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D Size CITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 2022-09-30 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. B. BURCHFIELD R. BOOTH, C. SAMBO R. BOOTH R. BOOTH 304 12th Street, Suite 2A | Oakland, CA 94607 510-540-5008 | altago.com LANDSCAPE AND SITE FURNISHINGS PLAN MATCHLINE - SEE ABOVE L-103 MATCHLINE - SEE BELOW LEFT MATCHLINE - SEE SHEET L-102 SCALE PLAN SCALE FEET 20 0 2010 40 1"=20' 54 431+00 432+00 433+00 434+00 R / W R / W EC 245 SF AIRPORT PARK BLVD EC 211 SF CE CE AM AM AM HA HA HA PERENNIALS (666 sf) GRASSES (975 sf) PERENNIALS (409 sf) CE EC 261 SF AM MATERIALS LEGEND SEATING BENCH PICNIC TABLE BOULDERS SHADE STRUCTURE BIKE RACK BIKE REPAIR STATION INTERPRETIVE SIGN CONCRETE PAVING S 13 L-301 XX XX XX XXXX 48"RCP FL=588.51' 48"RCP FL=587.69' 430+00 XX XX XX XXXX EC 711 SF CE CE CE CE AMHA HA AM AM AM AM AM AMAM AM AM AM AM HA HA HA HA HA HA HA AM AM AM AM
HA QL QL QL PERENNIALS (463 sf) GRASSES (2,106 sf) PERENNIALS (872 sf) GRASSES (717 sf) PERENNIALS (409 sf) CE
EC 261 SF

Page 345 of 895 ends

SCALE PLAN SCALE FEET 20 0 2010 40 Project Client Plot Date: 30 September 2022 - 2:42 PM Plotted By: Carmela Sambo N:\Shared\PROJECTS\2021\00-2021-230 Ukiah, CA Great Redwood Trail Phase 4\CAD\L104.dwg 0 Bar is one inch on original size sheet Approved Date Author Drafting Check Designer Project Director Project No. Date Filename: Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" IssueNo. Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D Size CITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 2022-09-30 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. B. BURCHFIELD R. BOOTH, C. SAMBO R. BOOTH R. BOOTH 304 12th Street, Suite 2A | Oakland, CA 94607 510-540-5008 | altago.com LANDSCAPE AND SITE FURNISHINGS PLAN 55 MATCHLINE - SEE SHEET L-103 1"=20' L-104 476+00 477+00 478+00 479+00 480+00 54321 S WALL 12"PIPE INV=578.16' WALL PLANT RD EC 236 SF EC 189 SF EC 2,001 SF EC 245 SF CE CE AM AM AM AM CE QL CECE HAHA HA AMAM AM AM AMAM AMAM AM HA HA HA CE CE CE QL QL QL QL QL AM AM EC 124 SF GRASSES (1,213 sf) PERENNIALS (597 sf) PERENNIALS (409 sf) GRASSES (1,055 sf) GRASSES (908 sf) GRASSES (601 sf) GRASSES (1,215 sf) PERENNIALS (1,371 sf) PERENNIALS (619 sf) GRASSES (351 sf) PERENNIALS (255 sf) GRASSES (550 sf) PERENNIALS (349 sf) R / W R / W BIKE RACK (3) ON CONCRETE PAVING (14 SF) INTERPRETIVE SIGN SHADE STRUCTURE PICNIC TABLE (1) ON CONCRETE PAVING (73 SF) CONCRETE PAD (454 SF) SEATING BENCH ON CONCRETE PAVEMENT (17.5 SF) 12 L302 14' 40' BIKE REPAIR STATION (1) ON CONCRETE PAVEMENT (4 SF) TREES BOTANICAL NAME COMMON NAME SIZE QTY REMARKS QL Quercus lobata Valley Oak 24" Box 17 SHRUBS BOTANICAL NAME COMMON NAME SIZE QTY REMARKS AM Arctostaphylos manzanita Common Manzanita 3 gal. 60 CE Ceanothus sp. Ceanothus 3 gal. 31 HA Heteromeles arbutifolia Toyon 3 gal. 25 GROUND COVERS BOTANICAL NAME COMMON NAME SIZE QTY REMARKS PERENNIALS 13,332 sf Asclepias sp. Milkweed 1 gal. 739
Eriogonum fasciculatum California Buckwheat 1 gal. 14,964Eriophyllum lanatum Oregon Sunshine 1 gal. 6,651 Grindelia sp. Gumweed 1 gal. 1,663
Lupinus sp. Lupine 1 gal. 451 Monardella villosa Coyote Mint 1 gal. 451Penstemon heterophyllus Foothill Penstemon 1 gal. 73 Salvia clevelandii Cleveland Sage 1 gal. 1,153 PLANT SCHEDULE GRASSES 16,205 sf Danthonia californica California Oatgrass 1 gal. 1,053 Festuca californica California Fescue Plug 1,053 Muhlenbergia rigens Deer Grass 1 gal. 169 Stipa pulchra Purple Needle Grass Plug 1,516 Eschscholzia californica California Poppy seed 5,498 sf MATERIALS LEGEND SEATING BENCH PICNIC TABLE BOULDERS SHADE STRUCTURE BIKE RACK BIKE REPAIR STATION INTERPRETIVE SIGN CONCRETE PAVING S 13 L-301

Page 346 of 895 ends

3"
6"

B&B OR CONTAINERIZED

SHRUB (TYP)
MIN 3" OF WOOD CHIP MULCH

FINISH GRADE

REMOVE CONTAINER

COMPLETELY OR REMOVE
BURLAP FROM TOP 2/3 OF
ROOTBALL. REMOVE ALL WIRE

AND STRING

NATIVE BACKFILL SOIL
AMENDED WITH 25%

DECOMPSED ORGANIC MULCH
ROOTBALL + 1'-0" MIN ALL SIDES AMENDMENT

SET ALL SHRUBS AT

NURSERY LEVEL (TYP)

ROOTBALL
DEPTH

UNDISTURBED SUBGRADE
(PROVIDES FIRM BASE SO

THAT ROOTBALL WILL NOT
SINK)
PLAN

SECTION

GROUNDCOVER PLANT

FINISH GRADE

PLANTING EDGE

TRAIL, CURB, WALK,

DRIVEWAY, FENCE

OR PROPERTY LINE

ROOT MASS OF
GROUNDCOVER TYP.
"S" INDICATES APPROX.

SPACING. "S" SHALL
BE 2' FOR GROUNDCOVER.

SPACING SHALL BE

APPROXIMATED IN ORDER TO

ACHIEVE A NATURAL PLANTING
PATTERN.
1 2"S"
"S" X1.4 TYP.
"S" TYP. 1
2"S"
NOTE: PLANTINGS SHALL BE TAGGED FOR DORMANT SEASON IDENTIFICATION

AND SHALL REMAIN ON PLANT MATERIAL AFTER PLANTING FOR MONITORING PURPOSES.

TYP.

FRONT VIEW SIDE VIEW
4'-01
4 "
2'-21
2 "
PRODUCT: URBAN RECYCLING RECEPTACLE 36 GALLON

OR APPROVED EQUAL, SIDE OPENING, WITH RECYCLING

ATTACHMENT
PATTERN: CUSTOM SOLID CYLINDER WITH VERTICAL BARS
FINISH: GREEN GLOSS, RAL NUMBER 35-49/51540-AG

EVERGREEN GLOSS ANTI-GRAFFITI
LINER: 32-GALLON GALVANIZED STEEL
MOUNTING: EMBEDMENT; DRILL 1-7/8" DEEP X 1
2 " DIAMETER
ANCHOR HOLE, INSERT 3
8 "-16 X 1-1/2" ANCHOR
BAY AREA CONTACT:MICHAEL RISSO-925-890-462 2'-0"MIN 3'-6"MIN SET TOP OF ROOT CROWN 2"

ABOVE ADJACENT CURB &

SIDEWALK GRADE
TREE PIT DEPTH = ROOTBALL

DEPTH (MEASURE BEFORE

DIGGING TO AVOID

OVEREXCAVATION)
DRIVE STAKES 6" TO 1'-0" INTO

UNDISTURBED SOIL BELOW

ROOTBALL

DRIVE STAKE AT ROOTBALL EDGE
(TYP)

UNDISTURBED SUBGRADE
(PROVIDES FIRM BASE SO THAT

ROOTBALL WILL NOT SINK)
NOTES:

1. INSTALLATION INCLUDES REMOVAL

OF STAKES ONE YEAR AFTER

INSTALLATION

2. SHAPE SOIL SURFACE TO PROVIDE
3' DIAMETER WATERING RING
1'-6"
STAKE TREE WITH (2)
TREATED 2"Ø FIR DOWELED
TREE STAKES (8'-0" LENGTH)
3" WOOD CHIP MULCH DEPTH
(TAPERED AT TRUNK)

HARDSCAPE

ROUGHEN SIDES OF

PLANTING HOLE MAXIMIZE

EXCAVATED AREA WITHOUT

UNDERMINING ADJACENT

PAVING/CURB

REMOVE ALL WIRE & STRING,

AND REMOVE ALL BURLAP
FROM TOP 2/3 OF ROOTBALL

NATIVE BACKFILL SOIL
AMENDMENT WITH 25% (@1/3

CU YD) DECOMPOSED

ORGANIC MULCH

AMENDMENT FOR ENTIRE

TREE PIT AREA TO ROOTBALL
DEPTH

MIN WIDTH OF TREE PIT
= 2X ROOTBALL DIAMETER OR
5'-0", WHICH EVER IS GREATER

MULCH AREA TO BE CLEAR OF

GRASS, WEEDS, ETC TO REDUCE

COMPETITION WITH TREE ROOTS
"CHAINLOCK" OR APPROVED
EQUAL TREE TIE MATERIAL (1"

WIDTH) NAIL OR STAPLE TREE TIE

MATERIAL TO STAKE TO HOLD
VERTICALLY. LOOP EACH TIE

AROUND HALF TREE LOOSELY TO
PROVIDE 1" SLACK FOR TRUNK
GROWTH
1 TYPICAL PLUG PLANTING 2 TYPICAL SHRUB PLANTING 3 GROUNDCOVER LAYOUT 4 TRASH/RECYCLING RECEPTACLE

PLANTING DETAILS
5 TREE STAKING
Project
Client
Plot Date: 30 September 2022 - 12:01 PM Plotted By: Carmela Sambo N:\Shared\PROJECTS\2021\00-2021-230 Ukiah, CA Great Redwood Trail Phase 4\CAD\03_References\21_230_DETAILS.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com
of
Title
1"
IssueNo. Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 2022-09-30 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

B. BURCHFIELD
R. BOOTH, C. SAMBO
R. BOOTH
R. BOOTH
304 12th Street, Suite 2A | Oakland, CA 94607
510-540-5008 | altago.com NTS L-201 56

Page 347 of 895 ends

NOTE:

CANOPY DETAIL DRAWING IS CONCEPTUAL. CONTRACTOR TO SUPPLY STAMPED AND SIGNED SHOP DRAWINGS FOR APPROVAL INCLUDING STRUCTURAL CALCULATIONS AND SPECIFICATIONS FOR MATERIALS. 65" 18"
19" 10" 4" 1 32"
72" 11" 65" 33"
NOTES:

1. Concrete mix design to include a mixture of Portland Cement, water, coarse and fine aggregates, pure mineral oxide coloring agents (when applicable) to yield a minimum compressive strength of 5000 psi.

2. Final product shall be reinforced with #4 and #5 rebar grid.

3. Product is cast in 1-piece with no assembly required.

4. Hairline cracks may develop over time. These are not structural failures, but inherent characteristics of the material itself.

5. Air pockets are a common occurrence in precast products. The frequency and size of air pockets are variable and to be expected, especially on vertical surfaces.

6. Concrete corners and edges will chip if not handled according to guidelines.

Patch kits are available but may or may not blend and can be variable.

7. There is a level of care and maintenance associated with your product and is the responsibility of the end user. Choosing the right sealer can help minimize those costs
WEIGHT: 2180 LBS
TEXTURE:

COLOR:

SEALER:

MODEL #101S - 72" CONCRETE PICNIC TABLE
©

BIKE REPAIR STATION - DERO
BIKE FIXIT STATION WITH AIR KIT 2 BY DERO
(888)337-6729
NOTE:

BIKE REPAIR STATION DETAIL DRAWING IS CONCEPTUAL. CONTRACTOR TO

SUPPLY STAMPED AND SIGNED SHOP DRAWINGS FOR APPROVAL INCLUDING STRUCTURAL CALCULATIONS AND SPECIFICATIONS FOR MATERIALS. 72" 25 3/4" 31 1/2"

FRONT ELEVATION

TOP ELEVATION

SIDE ELEVATION
NOTES:

1. 72" ALUMINUM BENCH WITH ARM 'PLAINWELL' MODEL BY LANDSCAPE FORMS OR APPROVED EQUAL.

POWDERCOATED SILVER COLOR

2. VERIFY EXACT LOCATION WITH ENGINEER PRIOR TO INSTALLATION.

3. CONTRACTOR TO PROVIDE ANCHORING HARDWARE AS NEEDED FOR SURFACE MOUNTING TO CONCRETE SIDEWALK PER MANUFACTURER'S SPECIFICATIONS.

MIN. 48" CLEAR

ROADWAY CURB
NOTES:

1. PREFABRICATED BIKE RACK 'OPAL' (IN-GROUND MOUNT)
BY MADRAX STYLE OPR-2-IG OR APPROVED EQUAL.

2. LOCATE BIKE RACK PER PLAN

3. CONTRACTOR SHALL INSTALL BIKE RACK PER

MANUFACTURER'S SPECIFICATIONS
SIDE FRONT 27 5/8" 4 1/4"

INSTALL BIKE RACK

IN-GROUND EMBEDDED

IN CONCRETE PER

MANUFACTURER'S

SPECIFICATIONS
7 ROMTEC - 2-POST STEEL SHELTER 8 OUTDOOR CREATIONS INC. - CONCRETE PICNIC TABLE 9 BIKE RACK 10 BIKE REPAIR STATION

FURNISHING DETAILS
11 BENCH
Project
Client
Plot Date: 30 September 2022 - 12:01 PM Plotted By: Carmela Sambo N:\Shared\PROJECTS\2021\00-2021-230 Ukiah, CA Great Redwood Trail Phase 4\CAD\03_References\21_230_DETAILS.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com
of
Title
1"
IssueNo. Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 2022-09-30 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

B. BURCHFIELD
R. BOOTH, C. SAMBO
R. BOOTH
R. BOOTH
304 12th Street, Suite 2A | Oakland, CA 94607
510-540-5008 | altago.com NTS L-301 57

Page 348 of 895 ends

13 CONCRETE PAVING SECTION 14 CONCRETE AT EXISTING TRAIL, SECTION

FURNISHING DETAILS

COORDINATE WITH CIVIL ENGINEER

ON LAYOUT AND DIMENSIONS
6"
6" 4" 6" MIN.

STIFF BRISTLE BROOM

FINISH PERPENDICULAR

TO SIDE
3,500 PSI MINOR CONCRETE
SCORE JOINT, 1" DEEP
AND 1/4" WIDE

LOCATE AS PER PLAN
6X6-W2.9XW2.9 W.W.F.

CLASS 2 AGGREGATE BASE
COMPACTED TO 95% R.C.

EXISTING SUBGRADE
EQ EL

PREPARE, SAW-CUT OR CLEAN EXISTING

PAVEMENT EDGE AS REQUIRED

EXISTING

SUBBASE

EXISTING

SUBGRADE

MATCH OR EXCEED DEPTH OF
EXISTING PAVEMENT, 4" MIN.

MATCH OR EXCEED

EXISTING SUBBASE DEPTH

EXISTING MATERIAL

AND THICKNESS VARIES
CLASS 2 AGGREGATE BASE
COMPACTED TO 95% R.C.

L302
13 12 CONCRETE TRAILHEAD PLAN
SCORE

JOINTS, TYP
3,500 PSI CONCRETE,

STIFF BRISTLE BROOM
FINISH
SCORE JOINTS 2'
O.C. EACH WAY VARIES 2' TYP
2' TYP 2' TYP 2' TYP 2' TYP

CONCRETE
~
~ 2' TYP 2' TYP
VARIES

EXPANSION
JOINT
(EJ)
ALL
EDGES
TOOLED
NOTE:

1. SCORE JOINTS ARE TO BE INSTALLED TYPICALLY 2' O.C. MAX.

2. TO ACCOMODATE EVEN SPACING OF SCORE JOINTS IN AREAS WHERE THE MEASUREMENTS OF THE CONCRETE TRAILHEAD ARE NOT EVEN THE SPACING MAY VARY FROM 20" O.C. TO 28" O.C.

3. SCORE JOINTS SHALL BE LAYED OUT TO ENSURE THAT THE EDGE OF THE TRAILHEADS SLIVERS LESS THAN 1-4" ARE

PREVENTED
13 L302
Project
Client
Plot Date: 30 September 2022 - 12:01 PM Plotted By: Carmela Sambo N:\Shared\PROJECTS\2021\00-2021-230 Ukiah, CA Great Redwood Trail Phase 4\CAD\03_References\21_230_DETAILS.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com
of
Title
1"
IssueNo. Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 2022-09-30 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

B. BURCHFIELD
R. BOOTH, C. SAMBO
R. BOOTH
R. BOOTH
304 12th Street, Suite 2A | Oakland, CA 94607
510-540-5008 | altago.com NTS L-302 58

Page 349 of 895 ends

DESIGN BASIS

1. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE CALTRANS BRIDGE DESIGN SPECIFICATIONS AND AASHTO LRFD GUIDE SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES, AND THE GEOTECHNICAL REPORT TITLED "GREAT REDWOOD TRAIL PHASE 4, UKIAH, CA" BY CRAWFORD INC. DATED SEPTEMBER 2022. REFER TO THIS REPORT FOR ALL GEOTECHNICAL INFORMATION AND RECOMMENDATIONS.

2. STRUCTURE DESIGNED FOR SEISMIC LOADS BASED ON THE FOLLOWING PARAMETERS:

NORGARD LANE BRIDGE AND PLANT ROAD BRIDGES
SITE CLASS = D
MAX 0.2 SEC. SPECTRAL RESPONSE ACCELERATION, SS = 1.868 g MAX 1.0 SEC. SPECTRAL RESPONSE ACCELERATION, S1 = 0.713 g Fa SITE COEFFICIENT = 1.2
Fv SITE COEFFICIENT = 1.7
SITE MODIFIED PEAK GROUND ACCELERATION, PGAM = 0.941 g
RESPONSE MODIFICATION FACTOR (FOR BRIDGE FOOTINGS) = 2.0 NORGARD LN. BRIDGE PLANT RD. BRIDGE
LAT. = 39.113°N LAT. = 39.122°N
LONG. = -123.193°W LONG.= -123.198°W

3. DESIGN LIVE LOADS:

PEDESTRIAN LOAD = 90 PSF
VEHICLE LOAD = H10 DESIGN VEHICLE (20,000 LB)

4. DEFLECTION LIMITS:

BRIDGES (GREATER THAN 20FT SPAN) = L/360

PRE-ENGINEERED BRIDGES

1. PROVIDE AND INSTALL FULLY FUNCTIONAL PRE-ENGINEERED SINGLE SPAN BRIDGE AS SHOWN ON THE STRUCTURAL AND CIVIL DRAWINGS AND SPECIFICATIONS.

2. STRUCTURES TO BE DESIGNED BY A REGISTERED CALIFORNIA PROFESSIONAL ENGINEER AND CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND TO SUPPORT OWN WEIGHT, IMPOSED LIVE, WIND, AND SEISMIC LOADS. SEE "STRUCTURAL DESIGN BASIS" IN STRUCTURAL GENERAL NOTES FOR STRUCTURAL CRITERIA. 3. PROVIDE ALL FASTENERS AND OTHER APPURTENANCES NECESSARY TO INSTALL PRE-ENGINEERED BRIDGE TO THE CONCRETE FOOTINGS PER MANUFACTURER.

4. CONTRACTOR SHALL SUBMIT DESIGN DRAWINGS AND CALCULATIONS. DESIGNER SHALL RESPOND TO ALL COMMENTS FROM THE ENGINEER AND MAKE REVISIONS AS REQUIRED. SUBMIT DESIGN FOR REVIEW PRIOR TO FABRICATION. CONTRACTOR TO INCLUDE MULTIPLE STRUCTURAL REVIEWS IN PROJECT SCHEDULE.

5. PRE-ENGINEERED FOUNDATION DESIGN IS BASED ON ASSUMED REACTIONS INDICATED BY THE BRIDGE MANUFACTURER.

CONTRACTOR SHALL SUBMIT ACTUAL FOUNDATION REACTIONS AND OBTAIN APPROVAL FROM ENGINEER PRIOR TO CONSTRUCTION OF FOUNDATIONS OR REVIEW OF CONCRETE SHOP DRAWINGS. CONCRETE SHOP DRAWINGS WILL NOT BE REVIEWED WITHOUT FINAL PEB REACTIONS AND FINAL PEB SHOP DRAWINGS.

6. PREMANUFACTURED BRIDGE SHALL BE IN ACCORDANCE WITH:

STRUCTURAL MEMBERS: ASTM A606 OR ASTM A847 (Fy = 50 KSI) SECONDARY MEMBERS: ASTM A242 OR ASTM A588. WELDING
WELDING: AWS D1.1
BOLTS: ASTM A325 TYPE 3
DECKING: CONCRETE OVER METAL DECK

7. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH ASTM F1554, GRADE 105, HOT DIPPED GALVANIZED.

GENERAL NOTES

1. ALL WORK TO CONFORM TO REQUIREMENTS OF ALL PUBLICATIONS AND NOTES LISTED UNDER "DESIGN BASIS."

2. CIVIL DRAWINGS AND ALL OTHER DRAWINGS AS REQUIRED SHALL BE USED IN CONJUNCTION WITH STRUCTURAL DRAWINGS TO DEVELOP DETAILS AND DIMENSIONS FOR SHOP DRAWINGS, FABRICATION, ERECTION, AND CONSTRUCTION.

3. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS AND ALL DIMENSIONS IN FIELD PRIOR TO START OF CONSTRUCTION AND PROTECT AND MAINTAIN ALL EXISTING CONSTRUCTION AND ITS CONTENTS IN FULL.

4. THE CONTRACTOR SHALL MAINTAIN A SET OF LATEST REVIEWED SHOP DRAWINGS ON JOB SITE.

5. THE STRUCTURE HAS BEEN DESIGNED TO BE STABLE AND SELF SUPPORTING AFTER THE CONSTRUCTION HAS BEEN COMPLETE.

IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY FOR THE STRUCTURE'S STABILITY DURING CONSTRUCTION. THIS

RESPONSIBILITY ALSO INCLUDES BUT IS NOT LIMITED TO METHOD AND SEQUENCE OF ERECTION, TEMPORARY SHORING, AND TEMPORARY BRACING.

6. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION.

7. SHOULD ANY INFORMATION ON THE STRUCTURAL DRAWINGS CONFLICT WITH THE SPECIFICATIONS OR ANY OTHER PART OF THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND AN INTERPRETATION WILL BE GIVEN.

8. ALL SECTIONS, DETAILS, NOTES, DIMENSIONS AND CONDITIONS ARE APPLICABLE AT ANY OTHER LOCATION WHERE CONDITIONS AND DETAILS ARE SIMILAR BUT ARE NOT SPECIFICALLY NOTED AS SUCH OR ARE NOT SHOWN.

9. FOR QUALITY CONTROL INSPECTION AND TESTING REQUIREMENTS DURING CONSTRUCTION, SEE SPECIFICATIONS.

FOUNDATIONS FOR PEDESTRIAN BRIDGES NOTES

1. ALLOWABLE BEARING CAPACITY (DEAD PLUS LIVE LOAD) VALUES USED IN PEDESTRIAN BRIDGE FOUNDATION DESIGN:

NORGARD LANE BRIDGE = 3,500 PSF
PLANT ROAD BRIDGE = 2,500 PSF

2. THE BRIDGE ABUTMENTS WERE DESIGNED TO RESIST LATERAL LOADING USING THE FOLLOWING PASSIVE EARTH PRESSURES AND BASE FRICTION VALUES:

NORGARD LANE BRIDGE PLANT ROAD BRIDGE
PASSIVE EARTH PRESSURE 400 PCF 300 PCF
FRICTION COEFFICIENT 0.50 0.35

3. EARTH PRESSURES USED IN THE DESIGN OF THE BRIDGE ABUTMENTS AND WINGWALLS ARE AS FOLLOWS:

NORGARD LANE BRIDGE PLANT ROAD BRIDGE
STATIC 82 PCF 85 PCF
SEISMIC ADD'L 45 PCF ADD'L 41 PCF

4. ALL COMPACTED STRUCTURAL FILL SHALL CONFORM TO THE PROJECT SPECIAL PROVISIONS .

5. CONCRETE FOOTINGS SHALL NOT BE PLACED UNTIL FILL AND SUBGRADE HAVE BEEN CHECKED IN PLACE AND APPROVED BY THE ENGINEER.

CONCRETE AND REINFORCING NOTES

1. ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318-LATEST EDITION) AND "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" (ACI 315-LATEST EDITION).

2. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS:
5,000 PSI (NORMAL WEIGHT) AT ALL CONCRETE ELEMENTS.

PRIOR TO PLACING CONCRETE, MIX DESIGNS SHALL BE SUBMITTED FOR REVIEW.

3. ALL CONCRETE DIMENSIONS SOHWN ARE MINIMUM DIMENSIONS. CONTRACTOR TO REVIEW FORMING, REINFORCING DETAILS

AND ANY EMBEDDED ITEMS AND DETERMINE PRIOR TO FABRICATION OF ANY REINFORCING, PLACEMENT REQUIREMENTS AND CLEARANCES.

4. ALL BAR REINFORCING FOR CONCRETE TO CONFORM TO ASTM A 615 GRADE 60 (DEFORMED).

5. ALL REINFORCING SHALL TERMINATE WITH STANDARD HOOKS AS SHOWN ON PLANS. ALL STIRRUPS AND TIES TO BE CLOSED WITH 135° BENDS.

6. IN WALL ELEMENTS, VERTICAL BARS SHALL BE LOCATED ON OUTERMOST LAYER UNLESS SPECIFICALLY NOTED OTHERWISE.

7. UNLESS OTHERWISE SHOWN, LOCATE REINFORCING BARS WITH FOLLOWING CLEAR DIMENSION TO FACE OF CONCRETE:

CONCRETE ON GROUND: 3" CLEAR
SLABS ON GRADE: 1" CLEAR FROM TOP OF SLAB
ALL OTHER SURFACES: 2" CLEAR

8. CONCRETE ACCESSORIES MUST BE ADEQUATE TO MAINTAIN REINFORCING ACCURATELY IN PLACE AND BE NON-CORROSIVE, NON-STAINING TYPE.

9. BEGIN CONCRETE CURING AS SOON AS FINISHING OPERATIONS ARE COMPLETE (WITHIN TWO HOURS). KEEP CONCRETE MOIST OR APPLY A LIQUID MEMBRANE FORMING CURING COMPOUND (COMPLY WITH ASTM C 309, TYPE I, CLASS A)

10. SHORE CONCRETE BEAMS, CANTILEVERS AND SUPPORTED SLABS DIRECTLY TO FIRM BEARING FOR AS LONG AS PRACTICAL (MINIMUM 28 DAYS) TO MINIMIZE CREEP AND DEFLECTION.

11. THE BRIDGE SHALL NOT BE PLACED ON THE CONCRETE FOOTINGS UNTIL THE ENGINEER HAS CONFIRMED THAT THE CONCRETE STRENGTH HAS REACHED AT LEAST 2000 PSI.

12. EPOXY ANCHORS SHALL BE ONE OF THE FOLLOWING, UNO:

HILTI HIT-HY 200
HILTI HIT-RE 500
SIMPSON SET-3G

13. NON-SHRINK GROUT SHALL HAS A MINIMUM COMPRESSIVE STRENGTH OF 6,000 PSI AT 7 DAYS

MASONRY NOTES

1. MASONRY UNITS TO CONFORM TO ASTM C90 SPECIFIED COMPRESSIVE STRENGTH OF MASONRY: f'm = 2,000 PSI.

2. UNLESS OTHERWISE INDICATED, REINFORCEMENT SHALL CONFORM TO ASTM A615 OR ASTM A706 GRADE 60.

3. GROUT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,000 PSI.

4. ALL MASONRY CELLS SHALL BE FULLY GROUTED.

5. ALL MORTAR SHALL CONFORM TO ASTM C270, TYPE S, WITH A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 1800 PSI.

6. UNLESS OTHERWISE SHOWN, ALL MASONRY SHALL BE LAID IN RUNNING BOND.

7. PROVIDE DOWELS FROM FOUNDATIONS TO MATCH VERTICAL WALL REINFORCING SIZE AND SPACING, UNO.

8. UNLESS OTHERWISE NOTES, THE MINIMUM LAP SHALL BE 48 BAR DIAMETERS.

9. PLACEMENT, TESTS, AND INSPECTIONS OF MASONRY UNITS, GROUT, AND REINFORCING PER CODE REQUIREMENTS.

WELDED WIRE WALL NOTES

1. FOUNDATION DESIGN IS BASED ON CRITERIA AND RECOMMENDATIONS PRESENTED IN THE GEOTECHNICAL REPORT "GREAT REDWOOD TRAIL PHASE 4" PREPARED BY CRAWFORD AND ASSOCIATES DATED SEPTEMBER 2022.

2. DESIGN WALLS FOR 75-YEAR LIFE.

3. WIRE MATS SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123.

4. WALLS SHALL BE DESIGNED IN ACCORDANCE WITH AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS WITH THE FOLLOWING PARAMETERS:

MSE WALL PARAMETERS
CASE

FRICTION ANGLE,
Φ (°) C (PSF) UNIT WEIGHT, γ
(PCF) PGA (g)
FOUNDATION 28 100 120
REINFORCED FILL 32 0 125 0.94
RETAINED FILL 28 100 120
Project
Client
Plot Date: 8 February 2023 - 8:42 AM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\ST\C3D\sheets\12557341-GHD-0000-BRG-ST-D001.dwg 0 Bar is one inch on
original size sheet
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REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
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S T E P HA NI E GO UL D
No. C86103

STRUCTURAL GENERAL NOTES
NO SCALE S-001 59
S. GOULD
S. GOULD
E. FANSELAU
B. CROWELL SEP 30, 2022

Page 350 of 895 ends

F/F FACE TO FACE

FA FRAMING ANGLE

FB FLAT BAR

FDTN FOUNDATION

FIN FINISH

FLG FLANGE

FLR FLOOR

FN FIELD NAIL

FOC FACE OF CONCRETE/CURB

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FOW FACE OF WALL

FRMG FRAMING

FRTW FIRE RETARDANT TREATED WOOD

FS FAR SIDE

FT FEET, FOOT

FTG FOOTING

FURG FURRING
g OR G ACCELERATION DUE TO GRAVITY

GA GAGE

GALV GALVANIZED

GLB GLUED LAMINATED BEAM

GR GRADE

H HIGH, HEIGHT

HDR HEADER

HGR HANGER

HLDN HOLDDOWN

HORIZ HORIZONTAL

HS HIGH STRENGTH

HSB HIGH STRENGTH BOLT

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT

ICC INTERNATIONAL CODE COUNCIL

ID INSIDE DIAMETER

IJ ISOLATION JOINT

INFO INFORMATION

INT INTERIOR

IR INSIDE RADIUS

JH JOIST HANGER

JT JOINT

L ANGLE, LONG, LENGTH

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LRFD LOAD AND RESISTANCE FACTOR DESIGN

LS LAG SCREW

LWC LIGHT WEIGHT CONCRETE

MAX MAXIMUM

MB MACHINE BOLT

MC MISCELLANEOUS CHANNEL

MCJ MASONRY CONTROL JOINT

MDJ MASONRY DOWEL JOINT

MECH MECHANICAL

MEJ MASONRY EXPANSION JOINT

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MKJ MASONRY KEY JOINT

MRJ MASONRY RAKE JOINT

NA NOT APPLICABLE

NF NEAR FACE

NIC NOT IN CONTRACT

NPS NOMINAL PIPE SIZE

NTS NOT TO SCALE

NWC NORMAL WEIGHT CONCRETE

O/ OVER

OAE OR APPROVED EQUAL

OC ON CENTER

OD OUTSIDE DIAMETER

OG ORIGINAL GROUND

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OR OUTSIDE RADIUS

PAF POWER ACTUATED FASTENER

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT
& AND
@ AT
Ø DIAMETER
(E) EXISTING
' FOOT, FEET
" INCH, INCHES
# NUMBER, POUND

AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY

AND TRANSPORTATION OFFICIALS

A/E ARCHITECT / ENGINEER

AB ANCHOR BOLT

ABUT ABUTMENT

ABV ABOVE

ADDL ADDITIONAL

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECT

ARS ACCELERATION RESPONSE SPECTRUM

ATR ALL THREAD ROD

AWS AMERICAN WELDING SOCIETY

BB BEGINNING OF BRIDGE

BFF BELOW FINISH FLOOR

BKG BACKING

BLDG BUILDING

BLKG BLOCKING

BLW BELOW

BM BEAM

BMU BRICK MASONRY UNIT

BN BOUNDARY NAIL

BOS BOTTOM OF STEEL

BOT BOTTOM

BTWN BETWEEN

BVC BEGIN VERTICAL CURVE

C CAMBER, CHANNEL

CB CARRIAGE BOLT

CBC CALIFORNIA BUILDING CODE

CFSF COLD-FORMED STEEL FRAMING

CG CENTER OF GRAVITY

CIDH CAST-IN-DRILLED-HOLE

CJ CONSTRUCTION JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECT, CONNECTION

CONT CONTINUE, CONTINUOUS

CRS COLD ROLLED STEEL

CSK COUNTER SUNK

CTR CENTER

D PENNY (NAIL), DEEP, DEPTH

DBL DOUBLE

DCW DEMAND CRITICAL WELD

DEG DEGREE

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DJ DOWEL JOINT

DL DEAD LOAD

DO DITTO, DO OVER

DOUG FIR DOUGLAS FIR

DWG DRAWING

DWL DOWEL

EA EACH

EB END OF BRIDGE

EE EACH END

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC, ELECTRICAL

ELEV ELEVATOR

EMBED EMBEDMENT

EN EDGE NAIL

EOS EDGE OF SLAB

EQ EQUAL, EQUALLY

ES EACH SIDE

EVC END VERTICAL CURVE

EW EACH WAY

EXT EXTERIOR

SEE UNITED STATES NATIONAL CAD STANDARD FOR ANY ABBREVIATION NOT LISTED BELOW

STRUCTURAL ABBREVIATIONS LEGEND

PJP PARTIAL JOINT PENETRATION

PL PLATE, PROPERTY LINE

PLF POUNDS PER LINEAR FOOT

PREFAB PREFABRICATE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PTW PRESERVATIVE TREATED WOOD

QTY QUANTITY

R RADIUS, RISER

RC RELATIVE COMPACTION

REBAR REINFORCING STEEL BAR

REINF REINFORCE, REINFORCING

REQ REQUIRE, REQUIRED

RND ROUND

RO ROUGH OPENING

RS ROUGH SAWN

RWD REDWOOD

RWLOL RETAINING WALL LAYOUT LINE

S SPACED, SPACING, SPLICE, STEP

SAD SEE ARCHITECTURAL DRAWINGS

SCHED SCHEDULE

SE STRUCTURAL ENGINEER

SEC SECOND

SECT SECTION

SFRS SEISMIC FORCE RESISTING SYSTEM

SIM SIMILAR

SJ SHRINKAGE JOINT

SL SNOW LOAD

SP STRUCTURAL PANEL

SPEC SPECIFICATION

SQ SQUARE

SST STAINLESS STEEL

STAG STAGGERED

STD STANDARD

STIF STIFFENER

STIR STIRRUP

STL STEEL

STRUCT STRUCTURAL

SYMM SYMMETRICAL

T TREAD, THICKNESS

T&B TOP & BOTTOM

T&G TONGUE & GROOVE

THK THICKNESS

THRU THROUGH

TJ TOOL JOINT

TN TOE NAIL

TOB TOP OF BEAM

TOC TOP OF CURB/CONCRETE

TOF TOP OF FRAMING/FOOTING/FLOOR

TOG TOP OF GRATING

TOJ TOP OF JOIST

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOS TOP OF STEEL

TOSP TOP OF STRUCTURAL PANEL

TOT TOP OF TRUSS

TOW TOP OF WALL

TPB TREATED PERMEABLE BASE

TS TUBE STEEL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

VERT VERTICAL

VIF VERIFY IN FIELD

VR VAPOR RETARDER

W WIDE, WIDTH, WELD, W-SHAPE

W/ WITH

W/O WITHOUT

WF WIDE FLANGE

WHS WELDED HEADED STUD

WL WIND LOAD

WO WHERE OCCURS

WP WORKING POINT

WT WEIGHT, W TEE-SHAPE

WTS WELDED THREADED STUD

WWLOL WINGWALL LAYOUT LINE

WWR WELDED WIRE REINFORCEMENT

XS EXTRA STRONG

XXS DOUBLE EXTRA STRONG
Project
Client
Plot Date: 8 February 2023 - 8:43 AM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\ST\C3D\sheets\12557341-GHD-0000-BRG-ST-D002.dwg 0 Bar is one inch on
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REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA

S T E P HA NI E GO UL D
No. C86103

STRUCTURAL ABBREVIATIONS

AND SYMBOLS
NO SCALE S-002 60
A. PRATT
S. GOULD
E. FANSELAU
B. CROWELL SEP 30, 2022

Page 351 of 895 ends

585
458+00
"T" STA:457+61.83
OFF:0.00
N:2171045.217
E:6222570.630
"T" STA:458+06.83
OFF:0.00
N:2171003.148
E:6222586.605
458+00
570
575
580
585
590
595
600
570
575
580
585
590
595
600
457+50 458+00 458+20
457+50 457+60 457+70 457+80 457+90 458+00 458+10 458+20 STA = 457+61.83 EL = 588.09 STA = 458+06.83 EL = 588.09 Project
Client
Plot Date: 8 February 2023 - 8:44 AM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\ST\C3D\sheets\12557341-GHD-0000-BRG-ST-D101.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA

S T E P HA NI E GO UL D
No. C86103

NORGARD LANE BRIDGE PLAN

AND PROFILE - ADD ALTERNATIVE
AS SHOWN S-101 61
A. PRATT
S. GOULD
E. FANSELAU
E. FANSELAU SEP 30, 2022
(N) CAST-IN-PLACE CONCRETE RETAINING FOOTING PER DETAIL (N) PRE-MANUFACTURED PEDESTRIAN BRIDGE. SPAN AND WIDTH AS SHOWN THIS SHEET. REFER TO SPECIFICATIONS FOR MORE INFORMATION.
(N) CAST-IN-PLACE WING WALL PER DETAIL
1 1
S-502
2 3
3 S-502

SHEET GENERAL NOTES

SHEET KEYNOTES

1. DIMENSIONS SHOWN ARE TYPICAL. FOOTINGS ARE SYMMETRICAL ABOUT CENTERLINE OF TRAIL.

2. ALL EXCAVATION WORK NEAR PG&E HIGH-PRESSURE GAS MAINS MUST BE PERFORMED UNDER PG&E STAND-BY OBSERVATION. CONTRACTOR SHALL NOTIFY PG&E STANDBY GOVERNANCE TEAM AT (800) 875-7915 A MINIMUM OF TWO (2) WORKING DAYS IN ADVANCE OF ANY EXCAVATION WORK NEAR PG&E PG&E HIGH-PRESSURE GAS MAINS.

NORGARD LANE BRIDGE - PROFILE
STATION 457+61.83 TO 458+06.83
SCALE: 1"=5' 0 5' 10'

NORGARD LANE BRIDGE - PLAN
SCALE: 1"=5' 0 5' 10'
N

SAFETY RAIL

RUB RAIL

TOE PLATE

VERTICAL

BOTTOM CHORD
A

BRIDGE TYPICAL SECTION

NOT TO SCALE

TOP CHORD

DIAGONAL

BRACE DIAGONAL
14'-0"
EQ EQ
14'-0" BRIDGE

CLEAR WIDTH
7'-0"
7'-0"
A
S-101
2 1 1

FLOOR BEAM
3 TYP
BRIDGE

CENTERLINE
(E) RAILROAD
BRIDGE
2 OHW = 583.0'

TRAIL FG

EG AT C
EG AT 8.5' LEFT OF CENTER LINE
L
EG AT 8.5'

RIGHT OF

CENTER LINE
45'-0" MEASURED ALONG C OF PEDESTRIAN BRIDGE L
1 S-502
12" HIGH-PRESSURE GAS MAIN.

SEE GENERAL NOTE 2
CONCRETE DECK W/ #4 @ 18"
MIN. EACH WAY, CENTERED IN

DECK OR PER BRIDGE

MANUFACTURER - WHICHEVER

VARIES, IS GREATER
6" MIN

1.5% SLOPE (AWAY
FROM TRACK, TYP.

BOTH BRIDGES)

PER BRIDGE
MNFR

Page 352 of 895 ends

477+00
"T" STA:477+37.87
OFF:0.00
N:2169196.791
E:6223268.778
"T" STA:477+07.87
OFF:0.00
N:2169224.833
E:6223258.119
477+00
565
570
575
580
585
590
595
565
570
575
580
585
590
595
477+00 477+50
477+00 477+10 477+20 477+30 477+40 477+50 STA = 477+07.87 EL = 582.75 STA = 477+37.87 EL = 582.75 Project
Client
Plot Date: 8 February 2023 - 8:46 AM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\ST\C3D\sheets\12557341-GHD-0000-BRG-ST-D102.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
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S T E P HA NI E GO UL D
No. C86103

PLANT ROAD BRIDGE PLAN AND

PROFILE - ADD ALTERNATIVE
AS SHOWN S-102 62
A. PRATT
S. GOULD
E. FANSELAU
B. CROWELL SEP 30, 2022

PLANT ROAD BRIDGE - PROFILE
STATION 477+07.87 TO 477+37.87
SCALE: 1"=5' 0 5' 10'

PLANT ROAD BRIDGE - PLAN
SCALE: 1"=5' 0 5' 10'
N
(N) CAST-IN-PLACE CONCRETE RETAINING FOOTING PER DETAIL (N) PRE-MANUFACTURED PEDESTRIAN BRIDGE. SPAN AND WIDTH AS SHOWN THIS SHEET. REFER TO SPECIFICATIONS FOR MORE INFORMATION.
(N) CAST-IN-PLACE WING WALL PER DETAIL
1 1
S-502
2 3
3 S-502

SHEET GENERAL NOTES

SHEET KEYNOTES

1. DIMENSIONS SHOWN ARE TYPICAL. FOOTINGS ARE SYMMETRICAL ABOUT CENTERLINE OF TRAIL.
14'-0" BRIDGE

CLEAR WIDTH
7'-0"
7'-0"
A
S-101
2 1
1 TYP
BRIDGE

CENTERLINE
(E) RAILROAD
BRIDGE
2 OHW = 579.6'

TRAIL FG

EG AT C
EG AT 8.5' LEFT OF CENTER LINE
L
EG AT 8.5' RIGHT

OF CENTER LINE
30'-0" MEASURED ALONG C OF PEDESTRIAN BRIDGE L
3 1
S-502

Page 353 of 895 ends

570
575
580
585
590
595
600
570
575
580
585
590
595
600
444+00 445+00 445+30
444+00 444+10 444+20 444+30 444+40 444+50 444+60 444+70 444+80 444+90 445+00 445+10 445+20 445+30 STA = 444+10.00 EL = 581.86 STA = 444+62.39 EL = 585.77 STA = 444+77.89 EL = 585.77 STA = 445+26.00 EL = 582.18 STA 444+10.00
EL = 577.86
STA 445+26.00
EL = 577.86
STA 444+70.14
EL = 580.65

TOP OF WALL AT

8.0' LEFT OF

CENTERLINE

BOTTOM OF WALL EG AT FACE OF WALL PROTRUDE CULVERT THROUGH

FACE OF WALL PER WALL

MNFR'S RECOMMENDATIONS
SEE SHEET C-122 FOR

CULVERT DRAINAGE

DETAILS
444+00
445+00

BEGIN (N) MSE

RETAINING WALL
STA "T" 444+10, 8.0' LEFT

BEGIN (N) MSE

RETAINING WALL
STA "T" 445+26, 8.0' LEFT
116'-0" MEASURED ALONG FACE OF WALL
TRAIL "T" CENTERLINE

BACK OF WALL

REINFORCEMENTS, TYP
Project
Client
Plot Date: 8 February 2023 - 8:48 AM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\ST\C3D\sheets\12557341-GHD-0000-RWA-ST-D103.dwg 0 Bar is one inch on
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STAT E OF CA L I FOR N

C I V I L
IA

S T E P HA NI E GO UL D
No. C86103

RETAINING WALL PLAN, PROFILE ,

AND SECTION
AS SHOWN S-103 63
A. PRATT
S. GOULD
E. FANSELAU
E. FANSELAU SEP 30, 2022

SHEET GENERAL NOTES

1. REFER TO SHEET S-001 FOR WALL DESIGN PARAMETERS.

MSE RETAINING WALL - PROFILE
STATION 444+10 TO 445+26
SCALE: 1"=5' 0 5' 10'

MSE RETAINING WALL LOCATION - PLAN
SCALE: 1"=5' 0 5' 10'
N
APROX. 8' WIDE x
2' TALL WIRE MATS
A
S-301

Page 354 of 895 ends

570
580
590
600
570
580
590
600
-10 0 10

FG TRAIL
6'-0" 17'-0" (CONFIRM WITH BRIDGE MNFR) 5'-0" 3'-7"
5'-0" 4'-0"

NORGARD LN BRIDGE
ABUTMENT 1
EG 2'-9"
(N) WINGWALL PER
TYP.
3 S-502

C TRAIL L
9'-6" 9'-6"
1 S-502

FOOTING SEAT BEYOND
570
580
590
600
570
580
590
600
-10 0 10

FG TRAIL
4'-6" 17'-0" (CONFIRM WITH BRIDGE MNFR) 3'-6" 4'-3"
3'-6" 2'-6"

NORGARD LN BRIDGE
ABUTMENT 2
EG 3'-6"
(N) WINGWALL PER
TYP.
1 S-502
3 S-502

C TRAIL L
9'-6" 9'-6"

FOOTING SEAT
570
580
590
600
570
580
590
600
-10 0 10
EL = 582.67
EL = 586.17
EL = 587.95
EL = 586.17
EL = 588.23
EL = 586.92
EL = 586.17
EL = 582.67

FG TRAIL
EG
NORGARD LN BRIDGE ABUTMENT 2

NORGARD LN BRIDGE

STRUCTURE PER

MANUFACTURER

TOP OF STEM WALL
= FG OF TRAIL
570
580
590
600
570
580
590
600
-10 0 10
EL = 582.59
EL = 585.34
EL = 587.95 EL = 588.23
EL = 586.17
EL = 582.59
EL = 586.09 EL = 586.09

FG TRAIL
EG
NORGARD LN BRIDGE ABUTMENT 1

NORGARD LN BRIDGE

STRUCTURE PER

MANUFACTURER

TOP OF STEM WALL
= FG OF TRAIL

NORGARD LANE BRIDGE

ABUTMENT ELEVATIONS - ADD

ALTERNATIVE
1" = 5' S-201 64
C. PHELPS
S. GOULD
E. FANSELAU
B. CROWELL SEP 30, 2022
Project
Client
Plot Date: 8 February 2023 - 8:49 AM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\ST\C3D\sheets\12557341-GHD-0000-BRG-ST-D201.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

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STAT E OF CA L I FOR N

C I V I L
IA

S T E P HA NI E GO UL D
No. C86103

NORGARD LANE BRIDGE

ABUTMENT ELEVATIONS - ADD

ALTERNATIVE
1" = 5' S-201 64
C. PHELPS
S. GOULD
E. FANSELAU
B. CROWELL SEP 30, 2022
N1 NORGARD LANE BRIDGE ABUTMENT 1 - SECTION LOOKING AT ABUTMENT SCALE: 1" = 5' (H) 1" = 5' (V)
N2 NORGARD LANE BRIDGE ABUTMENT 2 - SECTION LOOKING AT ABUTMENT SCALE: 1" = 5' (H) 1" = 5' (V)

LOOKING DOWN STATION AT BACK OF WING WALL, LEFT TO RIGHT

LOOKING DOWN STATION AT FACE OF WING WALL, LEFT TO RIGHT

DIMENSION VIEW ELEVATION VIEW

Page 355 of 895 ends

570
580
590
600
570
580
590
600
-10 0 10

FG TRAIL
3'-0" 17'-0" 1'-0" 5'-7"
2'-0"
EG 4'-4"

PLANT RD BRIDGE
ABUTMENT 1
(N) WINGWALL PER
TYP.
3 S-502

C TRAIL L
1 S-502
9'-6" 9'-6"
3" CHAMFER

FOOTING SEAT BEYOND
570
580
590
600
570
580
590
600
-10 0 10

FG TRAIL
4'-6" 17'-0" 2'-2" 5'-2"
3'-6" 1'-2"
EG 3'-7"

C TRAIL L
9'-6" 9'-6"
1 S-502

FOOTING SEAT
570
580
590
600
570
580
590
600
-10 0 10
EL = 582.60
EL = 580.72
EL = 577.14
EL = 580.64
EL = 582.89
EL = 582.31
EL = 580.64
EL = 577.14

FG TRAIL
PLANT RD BRIDGE ABUTMENT 2
EG

PLANT RD BRIDGE

STRUCTURE PER

MANUFACTURER

TOP OF STEM WALL
= FG OF TRAIL
570
580
590
600
570
580
590
600
-10 0 10
EL = 582.60
EL = 581.58
EL = 577.25
EL = 580.75
EL = 582.83
EL = 580.75
EL = 577.25
EL = 582.50

FG TRAIL
PLANT RD BRIDGE ABUTMENT 1
EG

PLANT RD BRIDGE

STRUCTURE PER

MANUFACTURER

TOP OF STEM WALL
= FG OF TRAIL

PLANT ROAD BRIDGE ABUTMENT

ELEVATIONS - ADD ALTERNATIVE
1" = 5' S-202 65
C. PHELPS
S. GOULD
E. FANSELAU
B. CROWELL SEP 30, 2022
Project
Client
Plot Date: 8 February 2023 - 8:50 AM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\ST\C3D\sheets\12557341-GHD-0000-BRG-ST-D201.dwg 0 Bar is one inch on
original size sheet
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STAT E OF CA L I FOR N

C I V I L
IA

S T E P HA NI E GO UL D
No. C86103

PLANT ROAD BRIDGE ABUTMENT

ELEVATIONS - ADD ALTERNATIVE
1" = 5' S-202 65
C. PHELPS
S. GOULD
E. FANSELAU
B. CROWELL SEP 30, 2022
P1 PLANT ROAD BRIDGE ABUTMENT 1 - SECTION LOOKING AT ABUTMENT SCALE: 1" = 5' (H) 1" = 5' (V)
P2 PLANT ROAD BRIDGE ABUTMENT 2 - SECTION LOOKING AT ABUTMENT SCALE: 1" = 5' (H) 1" = 5' (V)

LOOKING DOWN STATION AT BACK OF WING WALL, LEFT TO RIGHT

DIMENSION VIEW ELEVATION VIEW

LOOKING DOWN STATION AT FACE OF WING WALL, LEFT TO RIGHT 0 5' 10'
0 5' 10'

Page 356 of 895 ends

HEIGHT OF WALL, H
BASE DEPTH, D = ~0.7*H
"T" TRAIL CL

FACE OF WALL
8'-0"

NEW PEDESTRIAN RAILING
PER DETAIL 1 THIS SHEET

REINFORCED BACKFILL
EG

TOP OF WALL

BOTTOM OF WALL

SOIL REINFORCEMENTS

DEFLECT CAP MAT TO MAINTAIN
1'-6" MINIMUM COVER
2' MIN.
1 1

TEMPORARY

EXCAVATION
SLOPE
6" PERFORATED PLASTIC PIPE.

INVERT TO BE DETERMINED IN
THE FIELD. SLOPE TO DRAIN.

CLASS 3 PERMEABLE BACKFILL
MATERIAL WITH 8OZ. NON-WOVEN
GEOTEXTILE FABRIC (CLASS "B").

OVERLAP FABRIC AT TOP 6" MIN.

FG
B
B

SECTION B-B

TOP OF CONCRETE

INTERMEDIATE RAILS

1.25" Ø STD PIPE 5" OC
POSTS 2" Ø STD PIPE
42"
12"

POST POCKET PER

CALTRANS STD PLAN
B11-47. USE 12" PIPE
EMBEDMENT.

END CAP
6'-0" MAX
3'-6"
A
A
TOP RAIL ONLY 2" Ø

STD PIPE

CONCRETE

CULVERT
HEADWALL.

SECTION A-A
42" 24" MIN TYP

CONCRETE

FOOTING
NOTES:

1. USE SECTION B-B WHERE RAILING

ON CONCRETE CULVERT
HEADWALL.

2. USE SECTION A-A WHERE RAILING
ON MSE WALL.
8" Ø
8" Ø
3 3/4" MAX 5"
5"
5"
5"
5"
5"
5"
5"
Project
Client
Plot Date: 8 February 2023 - 9:37 AM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\ST\C3D\sheets\12557341-GHD-0000-RWA-ST-D301.dwg 0 Bar is one inch on
original size sheet
Approved Date
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S T E P HA NI E GO UL D
No. C86103

RETAINING WALL TYPICAL

SECTION
1" = 2' S-301 66
S. GOULD
S. GOULD
E. FANSELAU
B. CROWELL SEP 30, 2022
A
S-103

RETAINING WALL TYPICAL SECTION
SCALE: 1" = 2'-0" 0 2' 4'
1 PEDESTRIAN RAILING DETAIL
SCALE: NTS
1 PEDESTRIAN RAILING EF EF 2023-02-07

Page 357 of 895 ends

d
S S/2
CL BAR
CL
BAR
CL
BAR
S/2

CONCRETE SURFACE

CONCRETE

SURFACE

DEVELOPMENT LENGTH ( )
BAR 3000 PSI CONC (f'c) 4000 PSI CONC (f'c) 5000 PSI CONC (f'c)

SIZE TOP OTHER TOP OTHER
s > 6" s < 6"
#3 13 22 12 17 12 19 12 15 12 17 12 13
#4 18 29 14 22 15 25 12 19 14 23 12 17
#5 22 36 17 28 19 31 15 24 17 28 13 22
#6 26 43 20 33 23 37 18 29 20 34 16 26
#7 38 63 29 48 33 54 25 42 29 49 23 38
#8 43 72 33 55 37 62 29 48 34 56 26 43
#9 49 81 37 62 42 70 33 54 38 63 29 48
#10 56 89 43 69 49 78 38 60 44 69 34 54
#11 68 98 52 76 59 85 45 66 53 76 41 59

TENSION LAP SPLICE LENGTH (CLASS 'B' SPLICE)
#3 17 28 16 22 16 25 16 19 16 22 16 17
#4 23 38 18 29 20 33 16 25 18 29 16 23
#5 28 47 22 36 25 41 19 31 22 36 17 28
#6 34 56 26 43 29 49 23 38 26 44 20 34
#7 49 82 38 63 43 71 33 55 38 63 30 49
#8 56 93 43 72 49 81 38 62 44 72 34 56
#9 63 105 49 81 55 91 42 70 49 81 38 63
#10 73 116 56 90 63 101 49 78 57 90 44 70
#11 88 128 68 99 76 111 59 85 68 99 53 76
NOTES:

1. LENGTHS SHOWN ARE FOR GRADE 60 UNCOATED BARS.

2. LENGTHS SHOWN ARE IN INCHES.

3. INCREASE LENGTHS 30% FOR LIGHT WEIGHT CONCRETE

4. TOP BARS: HORIZONTAL BARS WITH MORE THAN 12” OF FRESH CONCRETE CAST BELOW THEM.

5. THE QUANTITY ‘s’ IS DEFINED AS FOLLOWS:

TOP OTHER
s > 6" s < 6" s > 6" s < 6" s > 6" s < 6" s > 6" s < 6" s > 6" s < 6" BAR 3000 PSI CONC (f'c) 4000 PSI CONC (f'c) 5000 PSI CONC (f'c)

SIZE TOP OTHER TOP OTHER
s > 6" s < 6"

TOP OTHER
s > 6" s < 6" s > 6" s < 6" s > 6" s < 6" s > 6" s < 6" s > 6" s < 6" NOTES:

1. FOR ROUND OPENING USE

CIRCUMSCRIBING

RECTANGLE FOR

REINFORCING APPLICATION

2. PROVIDE EXTRA BARS (NOT

SHOWN) PARALLEL TO SIDES

OF OPENINGS EQUAL TO

AREAS OF INTERRUPTED
SLAB BARS. EXTEND FULL

LENGTH OF SPAN AND/OR

LENGTH OF INTERRUPTED

BARS AS APPLICABLE
1- #5 BAR

CENTERED MIN

DIMENSION
PER
PLAN
2- #5 BARS X 5 FT CENTERED

DIAGONAL CORNER BARS, EA FACE,

EA CORNER OF OPENING

CUT TYPICAL WALL REINF

INTERRUPTED BY OPENING AND

END WITH STD HOOK, TYP
d, OR EXTEND AS FAR

AS POSSIBLE AND END

WITH STD HOOK, TYP
1- #5 BAR CENTERED MIN
3"

INTERSECTION CORNER

TYP LAP

DISTANCE COVER PER STANDARD NOTES, TYP
STANDARD ACI 318 90°

HOOK, TYP
0" TYP
TYP BAR BEND DIAMETER TYP 90° END HOOK
db
D
dh 12d
2" MIN
TYP 180° END HOOK
4d OR b
b
b
d
D
dh
#14 38 33 29 27
#18 50 43 39 35
BAR
SIZE 3000 4000 5000 6000
#3 6 6 6 6
#4 8 7 6 6
#5 10 9 8 7
#6 12 10 9 9
#7 14 12 11 10
#8 16 14 12 11
#9 18 15 14 13
#10 20 17 16 14
#11 22 19 17 16
dh
2 1
2" MIN
NORMAL WEIGHT CONCRETE, f'c, PSI

FOR STANDARD END HOOKS ON REINFORCING BARS
MINIMUM TENSION EMBEDMENT LENGTHS (IN.)
10 d FOR #14, #18
8 d FOR #9, #10, #11
6 d FOR #3 TO #8
D
D= b
b
b
D
D
D
D
db
90°
b
d
6 d OR
4" MINb
135°
4 d FOR #3, #4, #5
6 d FOR #6, #7, #8
b
b
D=
12 d FOR #6, #7, #8
6 d FOR #3, #4, #5
b
b BAR SIZE

DEVELOPMENT AND LAP SPLICE LENGTH FOR MASONRY
COVER
1-1/2 (IN)
d
(IN)
17 30
46 86
#3
#4
#5
#6

BAR CENTERED IN
6 IN CMU
d
(IN)
#7
#8
2 (IN)
d
(IN)
17 30
46 86
16 21
32 54
8 IN CMU
d
(IN)
16 21
26 43
10 IN CMU
d
(IN)
16 21
26 40
12 IN CMU
d
(IN)
16 21
26 40
86 86 NP 60 46 46
86 86 NP 72 71 61

JAMB OR WALL END PLAN

CORNER PLAN
NOTES:

1. ALL WALLS TO BE SOLID

GROUTED

2. PLACE VERT REBAR AT

CENTER OF WALL, UNO

OPEN END BLOCKS

THROUGHOUT

REINF PER

SECTION, TYP

BAR POSITIONER OR
EQUAL AT 200x BAR DIA

MAX FOR POSITIONING

VERT REBAR

PROVIDE CLEANOUT AT

BOTTOM COURSE FOR

GROUT POURS
GREATER THAN 5'-0"

STD HOOK AT

WALL END, TYP

LAP LAP
(2) #5 BAR VERT

AT CORNER
LAP
(2) #5 BAR

VERT AT JAM
(2) #5 BAR VERT

AT CORNER

INTERIOR WALL END PLAN
Project
Client
Plot Date: 8 February 2023 - 8:52 AM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\ST\C3D\sheets\12557341-GHD-0000-BRG-ST-D501.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
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STAT E OF CA L I FOR N

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IA

S T E P HA NI E GO UL D
No. C86103

TYPICAL STRUCTURAL DETAILS
AS NOTED S-501 67
S. GOULD
S. GOULD
E. FANSELAU
B. CROWELL SEP 30, 2022
1 CONCRETE DEVELOPMENT LENGTHS AND LAP SPLICE LENGTHS
SCALE: 1' = 1'-0" 2 TYP REINFORCEMENT AT WALL & SLAB OPENINGSSCALE: 1' = 1'-0" 3 TYP REINFORCEMENT AT INTERSECTIONS AND CORNERSSCALE: 1' = 1'-0" 4 REINFORCING BAR ENDS AND BAR HOOKS
SCALE: 1' = 1'-0" 5 STIRRUP AND TIE HOOKSSCALE: 1' = 1'-0" 6 MASONRY DEVELOPMENT LENGTH AND LAP SPLICESCALE: 1' = 1'-0" 7 TYP CMU WALL ENDS AND CORNERS
SCALE: 1' = 1'-0"

Page 358 of 895 ends

2 - 2'-0" (VERIFY WITH BRIDGE MNFR) 9" MIN. 1'-6" 2'-0" #5 @ 12" OC (ONE PIECE ALSO

ACCEPTABLE)
#5 @ 12" OC
#5 @ 12" OC
#5 @ 12" OC
#5 @ 12" OC
SCARIFY UPPER 8" OF IN-SITU SOILS

AND RECOMPACT TO A MINIMUM OF
95% RELATIVE COMPACTION 1'-0"
1'-0" MIN. THICK 3/4" CRUSHED AGGREGATE.

PLACE FILL ON MIRAFI 500X (OR EQUAL) FILTER
FABRIC. DRAPE FABRIC AT THE BOTTOM OF THE

EXCAVATION AND WRAP AROUND FILL AND
OVERLAP BY 1'-0" MINIMUM.
#5 @ 12", EACH FACE. EXTEND

INTO ADJACENT WINGWALLS
#8 @ 12", TOP

AND BOTTOM

TRAIL FG
2%
1'-0"
1'-6" (VERIFY WITH BRIDGE MNFR)
1'-6"
4'-0"

OPTIONAL

CONSTRUCTION JOINT
#5 LONG. BARS (5 TOTAL)

GEOCOMPOSITE

DRAIN PER
4 - 1'-0" 6"
2%

DAYLIGHT

DRAIN PIPE

DRAINAGE

DETAIL A

THIS SHEET
Ld
(2) 3/4" DIA. ASTM F1554, GRADE 105 GALVANIZED
ANCHOR ROD W/ 2 NUTS AND 1/4"x1.5" SQ.

WASHERS, TYP. EACH BRIDGE CONNECTION. SEE
NOTE FOR EXPANSION AND FIXED BRIDGE ENDS.

BASE PLATE AND SETTING
PLATE PER BRIDGE MNFR.
1"
GAP
ABUTMENT BACKWALL 1'-0" 1'-0"
ADD'L #4 HORIZ. BARS EACH

SIDE OF ANCHORS
(2) #6 HAIRPINS EACH SIDE

OF ANCHORS
1 1/2" DIA. STD. PIPE OR SIMILAR. FILL W/
NON-SHRINK GROUT. AT THE

CONTRACTOR'S OPTION, CAST-IN-PLACE

ANCHOR ROADS IN CONCRETE MAY BE USED
INSTEAD OF PIPE W/ NON-SHRINK GROUT.

BRIDGE NOTES:

1. ONE END OF BRIDGE SHALL BE "FIXED BEARING".

FIXED END SHALL HAVE (2) 7/8" HOLES FOR ANCHOR
RODS.

2. ONE END OF BRIDGE SHALL BE "EXPANSION
BEARING". EXPANSION END SHALL HAVE (2) 7/8" x 3"
SLOTTED HOLES FOR ANCHOR RODS.

3. HOLE LOCATION TO BE DETERMINED BY BRIDGE
MANUFACTURER.

4. AT EXPANSION BEARING, BACK-OUT NUT 1/2" TURN,

TIGHT AGAINST SECOND NUT AND PEEN BOLT
THREADS.

5. VERIFY ALL BRIDGE DIMENSIONS, AND BEARING
CONFIGURATION WITH BRIDGE MANUFACTURER.

CONCRETE DECK PER
A
S-101

SIKA EMSEAL JOINT
FILLER OR EQUAL4" MIN
PLAN
ELEVATION PER PLAN SEE S-201 & S-202

PER PLAN
SEE S-201 & S-202
#5 @ 12"
d 1'-0"
#5 BARS @ 12" OC,
EA. FACE, EA. WAY
EXTEND HORIZ. BARS FROM

STEM WALL INTO WING WALL

ABUTMENT REINFORCING
PER
1 - 1'-6" 1'-6"

BRIDGE CONNECTION PLATE

PER MANUFACTURER
A
-

C TRAIL
L
BRIDGE
2% 2%

CAP AT END OF
WINGWALL, TYP 2%

EXTEND DRAIN

PIPE TO DAYLIGHT
3" PERFORATED

PVC DRAIN PIPE
3" SOLID PVC DRAIN PIPE
TRAIL
5 -

TEE CONNECTION
3" PERFORATED PVC
PIPE, TYP. BOTH SIDES
3" SOLID PVC PIPE 3" MIN

WRAP FILTER FABRIC

AROUND TOP OF

GEOCOMPOSITE DRAIN

BACK OF

ABUTMENT WALL
3" DIA. PERFORATED

PVC DRAIN PIPE
1'-0" 1'-0" 3"
CLASS 2 PERMEABLE

MATERIAL WRAPPED IN

CLASS A FILTER FABRIC
Project
Client
Plot Date: 8 February 2023 - 8:53 AM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\ST\C3D\sheets\12557341-GHD-0000-BRG-ST-D502.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA

S T E P HA NI E GO UL D
No. C86103
0 1/2' 1' 1 1/2'
0 1/2' 1' 1 1/2'
0 2'1' 4'

STRUCTURAL BRIDGE DETAILS -

ADD ALTERNATIVE
AS NOTED S-502 68
S. GOULD
S. GOULD
E. FANSELAU
B. CROWELL SEP 30, 2022
0 4'2' 8'
0 1'1/2' 2'
0 1'1/2' 2'
1 TYP BRIDGE ABUTMENT SECTION
SCALE: 1 1/2" = 1'-0"
2 BRIDGE CONNECTION DETAIL
SCALE: 1 1/2" = 1'-0"
3 WINGWALL TYPICAL DETAIL
SCALE: 1/2" = 1'-0"
4 ABUTMENT DRAINAGE DETAIL
SCALE: 1/4" = 1'-0"
5 DRAINAGE ENLARGEMENT
SCALE: 1" = 1'-0"
A

DRAINAGE SECTION
SCALE: 1" = 1'-0"

Page 359 of 895 ends

DEMOLITION LIMITS PER SHEETS C-405 & C-406

DEMOLISH ADD'L
2' OF WALL
REBUILD 2'

OF WALL
B
-
A
-

WALL ELEVATION - EXISTING

WALL ELEVATION - REBUILD DESIGN HEIGHT
2" CEMENT MORTAR CAP

REPAIR DAMAGED AC PARKING

LOT AND RESTORE TO

ORIGINAL CONDITIONS AFTER
FOOTING/WALL CONSTRUCTION 1'-0"
NOTES:

1. MATCH EXISTING ADJACENT WALL HEIGHT

AND DETERMINE DESIGN HEIGHT AS DEFINED
IN THIS DETAIL.

2. REFER TO CALTRANS STANDARD PLAN B3-7B,
TYPE 6A FOR REINFORCEMENT SIZE AND

SPACING, FOOTING DIMENSIONS, AND CMU
SIZE FOR THE DETERMINED DESIGN HEIGHT.

ADJACENT (E) WALL HEIGHT
PER CALTRANS B3-7B

LAP SPLICE
7 S-501

COAT EXPOSED REBAR AND

MASONRY/CONCRETE FOOTING WITH

SIKA ARMATEC (OR EQUAL) PRIOR

TO CONSTRUCTING NEW WALL

DRILL AND EPOXY

HORIZONTAL REINFORCING
2'-0"
Project
Client
Plot Date: 8 February 2023 - 8:54 AM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\ST\C3D\sheets\12557341-GHD-0000-RWA-ST-D503.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.

REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA

S T E P HA NI E GO UL D
No. C86103

CMU WALL DEMOLITION DETAILS
AS SHOWN S-503 69
S. GOULD
S. GOULD
E. FANSELAU
B. CROWELL SEP 30, 2022
1 CMU WALL DEMOLITION DETAIL
SCALE: 1" = 2'-0" A

CMU WALL SECTION
SCALE: 1" = 1'-0"
B

CMU CONNECTION SECTION
SCALE: 1" = 1'-0" 0 1'1/2' 2'
0 2' 4'

Page 360 of 895 ends

Project
Client
Plot Date: 30 September 2022 - 5:21 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\EL\C3D\sheets\12557341-GHD-0000-LTG-EL-D001.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

ELECTRICAL SYMBOLS LEGEND,

ABBREVIATIONS, AND GENERAL
NOTES
NO SCALE E-001 70
A.YOUNG
E.OSORNO
H.DAAS
C.RICHARDS SEP 30, 2022

ANNOTATION

SWITCHING

LIGHTING

CONDUIT

CONCRETE UNDERGROUND HAND HOLE
(NUMBER DENOTES CHRISTY SIZE)

TRANSFORMER

EQUIPMENT
N30
OR
OR

DENOTES HEIGHT IN INCHES

AFF (INTERIOR) AFG (EXTERIOR)

ELECTRICAL SYMBOLS LEGEND GENERAL ELECTRICAL NOTES

KEYNOTE

RACEWAY, FEEDER OR CIRCUIT DESIGNATION (SEE SCHEDULE)

LIGHTING FIXTURE TYPE DESIGNATION
(SEE SCHEDULE)

DETAIL INDICATOR SECTION INDICATOR

MECHANICAL EQUIPMENT DESIGNATION
(SEE SCHEDULE)
DUPLEX RECEPTACLE, 20A 125V 2P 3W, GROUNDING TYPE,
MOUNTING HEIGHT: +18" AFF UON

SPECIAL PURPOSE RECEPTACLE AS DESIGNATED

SEE 'SPECIAL SYMBOLS' ON EACH SHEET

JUNCTION BOX, CODE SIZED UON
POWER POLE: P=POWER, T=TELEPHONE, D=DATA, C=COMBINATION

GROUND ROD

GUY WIRE AND ANCHOR

CONDUIT INSTALLED ABOVE GRADE

CONDUIT INSTALLED UNDERGROUND OR UNDER SLAB

CONDUIT STUB-OUT WITH CAP

FLEXIBLE CONDUIT WHIP TO LIGHT FIXTURE OR EQUIPMENT

OUTDOOR SITE LIGHT, POLE MOUNTED LUMINAIRE ARROW

INDICATES AIMING DIRECTION, IF APPLICABLE

ENHANCED LED SIGN

CIRCUIT AND SWITCH DESIGNATION FOR LIGHTING FIXTURE

CIRCUIT AND RELAY DESIGNATION FOR LIGHTING FIXTURES
(SEE CORRESPONDING LIGHTING CONTROL PANEL RELAY SCHEDULE)

PHOTO CONTROL SWITCH
1a

DENOTES
SWITCH

DENOTES

CIRCUIT

DENOTES TYPE

DENOTES WATTS
6R5

DENOTES
RELAY

DENOTES

CIRCUIT
POWER
#10

CONDUIT HOME RUN TO DESIGNATED PANEL, TERMINAL, OR CONTROL CABINET EXAMPLES:

NOTE FOR CONDUIT: THE TIC MARKS INDICATE THE QUANTITY OF #12 AWG WIRES OR, IF INDICATED, THE QUANTITY OF OTHER SIZE WIRE OR CABLES.

SEE THE SINGLE LINE DIAGRAM FOR FEEDER SIZES.

EXAMPLES: = (3) #12 = (2) #10
L1-4

INDICATES

BRANCH PANEL

INDICATES CIRCUIT
BREAKER I.D.

COMMA INDICATES MULTIPLE

SINGLE POLE CIRCUITS
L1-6,8 L1-10/12

SLASH INDICATES

MULTI-POLE CIRCUIT
= (1) TYPE F1 CABLE. SEE CABLE SCHEDULE.

DETAIL NUMBER

SHEET NUMBER ON

WHICH DETAIL APPEARS

SECTION LETTER

SHEET NUMBER ON WHICH

SECTION APPEARS
OR

OBJECT LINES

NEW OBJECTS
(HEAVY CONTINUOUS LINES, UNDERGROUND CONDUIT

HEAVY DASHED LINES)
EXISTING OBJECTS TO REMAIN. MAY INCLUDE NEW CIRCUITING ETC. (FINE CONTINUOUS LINES, UNDERGROUND CONDUIT

FINE DASHED LINES)

EXISTING OBJECTS TO BE DEMOLISHED
(EXTRA FINE DASHED LINES, SCREENED)

ABBREVIATIONS
(D) DEMOLISH
(E) EXISTING
(F) FUTURE
(N) NEW

A AMPERES

AC ALTERNATING CURRENT

AF AMP FRAME

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AIC AMPS INTERRUPTING CAPACITY

ATS AUTOMATIC TRANSFER SWITCH

AWG AMERICAN WIRE GAUGE

BAT BATTERY

BFG BELOW FINISH GRADE

C CONDUIT

CB CIRCUIT BREAKER

CO CONDUIT ONLY

CPT CONTROL POWER TRANSFORMER

CT CURRENT TRANSFORMER

CU COPPER

DC DIRECT CURRENT

EGU ENGINE GENERATOR UNIT

EM EMERGENCY

EMT ELECTRICAL METALLIC TUBING

ENT ELECTRICAL NON-METALLIC TUBING

EP EXPLOSION PROOF

FC FOOT CANDLE

FU FUSE

GND GROUND

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GFI GROUND FAULT INTERRUPTER

GFR GROUND FAULT RELAY

HID HIGH INTENSITY DISCHARGE
HOA "HAND-OFF-AUTO" SWITCH

HP HORSEPOWER

HPS HIGH PRESSURE SODIUM

IG ISOLATED GROUND

JB JUNCTION BOX

KAIC KILO-AMPS INTERRUPTING CAPACITY

KV KILOVOLT

KVA KILOVOLT-AMP

KW KILOWATT

KWH KILOWATT-HOUR

LV LOW VOLTAGE

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MCP MOTOR CIRCUIT PROTECTOR

MFR MANUFACTURER

MLO MAIN LUGS ONLY

MV MEDIUM VOLTAGE

NIC NOT IN CONTRACT

NL NIGHT LIGHT

NTS NOT TO SCALE

OC ON CENTER

PA PUBLIC ADDRESS

PT POTENTIAL TRANSFORMER

PVC POLYVINYL CHLORIDE

PB PULL BOX, ELECTRICAL

RECPT RECEPTACLE, OUTLET

RGS RIGID GALVANIZED STEEL (CONDUIT)

RVSS REDUCED VOLTAGE SOFT START

RTU REMOTE TERMINAL UNIT

TBD TO BE DETERMINED
TVSS TRANS. VOLT. SURGE SUPPRESSOR

UF UNDER FLOOR

UG UNDERGROUND

UON UNLESS OTHERWISE NOTED
V VOLT

VA VOLT-AMP

VFD VARIABLE FREQUENCY DRIVE

WP WEATHERPROOF

WPI WEATHERPROOF IN USE

XFMR TRANSFORMER

1. OR
PC
1 J
J
J
T
A
180
WH
1 1
E-501
A
E-301
10 F1
P
J J
+48"

1. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED VERSION OF THE CALIFORNIA

ELECTRICAL CODE (CEC), AND ALL RECOGNIZED CODES OF THE AUTHORITY HAVING JURISDICTION.

2. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL EQUIPMENT IN A SAFE AND RESPONSIBLE MANNER. KEEP DEAD FRONT EQUIPMENT IN PLACE WHILE EQUIPMENT IS ENERGIZED. CONDUCT ALL CONSTRUCTION OPERATIONS IN A SAFE MANNER FOR EMPLOYEES AS WELL AS OTHER WORK PERSONS OR ANYONE VISITING THE JOB SITE.

PROVIDE BARRIERS, FLAGS, TAPE, ETC. AS REQUIRED TO MAINTAIN SAFETY.

3. PRIOR TO COMMENCING WORK ON EXISTING SYSTEMS OR WHERE EXISTING SYSTEMS REQUIRE TEMPORARY SHUT DOWNS, COORDINATE WITH OWNERS REPRESENTATIVE.

WHERE DISCONNECTING, MODIFYING OR WORKING ON EXISTING EQUIPMENT OR

SYSTEMS, PROVIDE A WRITTEN METHOD OF PROCEDURE OUTLINING DATES, TIMES,

DURATION AND DESCRIPTION OF PROPOSED WORK FOR APPROVAL PRIOR TO COMMENCING WORK . WORK ON EXISTING EQUIPMENT SHALL NOT COMMENCE UNTIL WRITTEN AUTHORIZATION IS GIVEN BY THE OWNERS REPRESENTATIVE.

4. ALL EQUIPMENT SHALL BE LISTED AND LABELED PER RECOGNIZED ELECTRICAL TESTING

LABORATORY AND INSTALLED PER THE LISTING REQUIREMENTS AND THE MANUFACTURERS INSTRUCTIONS.

5. ALL EQUIPMENT SHALL BE GROUNDED PER THE REQUIREMENTS OF CEC ARTICLE 250.

EQUIPMENT GROUNDING CONDUCTORS SHALL BE INSTALLED IN ALL POWER SYSTEM RACEWAYS.

6. CONTRACTOR RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS PRIOR TO CONSTRUCTION. DRAWINGS INDICATE THE REQUIRED EQUIPMENT, DEVICES, FIXTURES, ETC. AND THEIR RELATED CIRCUITING REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE DEVICE LOCATIONS WITH ALL DISCIPLINES.

7. UNLESS SPECIFICALLY INDICATED OTHERWISE, ALL EQUIPMENT INDICATED SHALL BE

CONSIDERED NEW AND PROVIDED BY THE CONTRACTOR COMPLETE, INSTALLED, TESTED AND FUNCTIONING.

8. MAINTAIN AS BUILT CONDITIONS OF THE INSTALLATION DURING CONSTRUCTION AND

SUBMIT THE FINAL CONSTRUCTED CONDITIONS TO THE OWNER/ARCHITECT FOR THEIR RECORDS.

Page 361 of 895 ends

GM
432+00
433+00
T
Project
Client
Plot Date: 30 September 2022 - 5:22 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\EL\C3D\sheets\12557341-GHD-0000-LTG-EL-D101.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

AIRPORT RD INTERSECTION LIGHTING PLAN 0 5' 10'
TRAIL LIGHTING PLAN 1
1" = 5' E-101 71
A.YOUNG
E.OSORNO
H.DAAS
C.RICHARDS SEP 30, 2022
N

SHEET GENERAL NOTES

1. COORDINATE PROVISIONS AND REQUIREMENTS FOR 100A POWER SERVICE WITH UKIAH ELECTRIC. POWER SOURCE FOR SERVICE TBD BY UKIAH ELECTRIC.

2. REFER TO LIGHTING FIXTURE SCHEDULE ON SHEET E-601.

SHEET KEYNOTES

1. PROVIDE SERVICE PEDESTAL COMPLETE WITH MAIN SERVICE BREAKER, BRANCH CIRCUIT BREAKERS, TIMECLOCK, AND CONCRETE BASE. SEE DETAIL 5 ON SHEET E-501.

2. PROVIDE PULLBOX, CHRISTY B1017 WITH BASE AND COVER OR EQUAL. SEE DETAIL 3 ON SHEET E-501.

3. PROVIDE LIGHT FIXTURE COMPLETE WITH POLE, CONCRETE POLE BASE, AND MOUNTING ACCESSORIES AS REQUIRED. SEE DETAIL 1 ON SHEET E-502.

4. PROVIDE 3" CONDUIT IN TRENCH WITH PULLSTRING. POWER SOURCE FOR (N) SERVICE TO BE DETERMINED BY UKIAH ELECTRIC.

5. PROVIDE LIGHTING POWER CIRCUIT CONSISTING OF (2) #10AWG, #10 GND IN 2" CONDUIT.

6. PROVIDE CONDUIT IN TRENCH. SEE DETAIL 1 ON SHEET E-501.

7. PROVIDE UTILITY PULLBOX, B2234 WITH BASE AND COVER OR EQUAL. SEE DETAIL 3 ON SHEET E-501.
5 6

PEDESTAL-A

UTILITY PULLBOX

PEDESTAL PULLBOX AIRPORT PARK BLVD AIRPORT RD
1 7
2 (E) UTILITY TRANSFORMER

ACTUAL POWER SOURCE

TBD BY UKIAH ELECTRIC
A
56 2 FIXTURE PULLBOX
4 6
5 6

RAILROAD TRACKS
"T"-LINE
4 6
4 6
3 SIGN PER CIVIL PLANS

COORDINATE INSTALLATION OF

PULL BOX AND POLE FIXTURE

AROUND SIGN

Page 362 of 895 ends

R R
585
586
586
456+00
457+00
P
Project
Client
Plot Date: 30 September 2022 - 5:24 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\EL\C3D\sheets\12557341-GHD-0000-LTG-EL-D102.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

NORGARD LN INTERSECTION LIGHTING PLAN N

SHEET KEYNOTES

1. PROVIDE SERVICE PEDESTAL COMPLETE WITH MAIN SERVICE BREAKER, BRANCH CIRCUIT BREAKERS, TIMECLOCK, AND CONCRETE BASE. SEE DETAIL 5 ON SHEET E-501.

2. PROVIDE PULLBOX, CHRISTY B1017 WITH BASE AND COVER OR EQUAL. SEE DETAIL 3 ON SHEET E-501.

3. PROVIDE LIGHT FIXTURE COMPLETE WITH 20' POLE, CONCRETE POLE BASE, AND MOUNTING ACCESSORIES AS REQUIRED. SEE DETAIL 1 ON SHEET E-502 FOR CONCRETE POLE FOUNDATION. PROVIDE ENHANCED TRAIL SIGN ON LIGHT FIXTURE POLE. SEE DETAIL 2 ON SHEET E-502 FOR SIGN DETAILS.

4. PROVIDE 3" CONDUIT WITH PULSTRING IN TRENCH.

5. PROVIDE LIGHTING POWER CIRCUIT CONSISTING OF (2) #10AWG, #10 GND IN 2" CONDUIT.

6. PROVIDE CONDUIT IN TRENCH. SEE DETAIL 1 ON SHEET E-501.

7. PROVIDE UTILITY PULLBOX, B2234 WITH BASE AND COVER OR EQUAL. SEE DETAIL 3 ON SHEET E-501.

8. PROVIDE ENHANCED TRAL SIGN FIELD WIRING POWER CIRCUIT CONSISTING OF (2) #10 AWG, #10 GND IN 2" CONDUIT.

9. PROVIDE TYPE 15 FBS STANDARD POLE, BASE AND ENHANCED TRAIL SIGN PER DETAIL 2 ON SHEET E-502.

10. PROVIDE ENHANCED SIGN POWER CONTROL UNIT FOR FULL TIME OPERATION IN NEMA 3R CABINET ON POLE ABOVE SIGN.

11. PROVIDE LED BORDER ENHANCED W11-15 TRAIL SIGN WITH W16-7P DOWN ARROW PLAQUE PER DETAIL 2 ON SHEET E-502.
1 PEDESTAL-B
(E) UTILITY POWER POLE
7 UTILITY PULLBOX
2 PEDESTAL PULLBOX
3 NORGARD LN

SHEET GENERAL NOTES

1. COORDINATE PROVISIONS AND REQUIREMENTS FOR 100A POWER SERVICE WITH PG&E.

POWER SOURCE FOR SERVICE TBD BY PG&E.

2. REFER TO LIGHTING FIXTURE SCHEDULE ON SHEET E-601.
4 6
FIXTURE PULLBOX 2
6 8
"T"-LINE

RAILROAD TRACKS
2 5
6 8
6 8
5 6 8
4 6
A1
56 5
10 11
5 6 8
9 10 11
SB HWY 101

Page 363 of 895 ends

ATT&T OPTICAL ATT&T OPTICAL
478+00
P
Project
Client
Plot Date: 30 September 2022 - 5:25 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\EL\C3D\sheets\12557341-GHD-0000-LTG-EL-D103.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

ADD ALTERNATIVE
1" = 5' E-103 73
A.YOUNG
E.OSORNO
H.DAAS
C.RICHARDS SEP 30, 2022

PLANT RD LIGHTING PLAN N

SHEET KEYNOTES

1. PROVIDE SERVICE PEDESTAL COMPLETE WITH MAIN SERVICE BREAKER, BRANCH CIRCUIT BREAKERS, TIMECLOCK, AND CONCRETE BASE. SEE DETAIL 5 ON SHEET E-501.

2. PROVIDE PULLBOX, CHRISTY B1017 WITH BASE AND COVER OR EQUAL. SEE DETAIL 3 ON SHEET E-501.

3. PROVIDE LIGHT FIXTURE COMPLETE WITH POLE, CONCRETE POLE BASE, AND MOUNTING ACCESSORIES AS REQUIRED. SEE DETAIL 1 ON SHEET E-502.

4. PROVIDE 3" CONDUIT IN TRENCH WITH PULLSTRING. POWER SOURCE FOR (N) SERVICE TO BE DETERMINED BY UTILITY COMPANY.

5. PROVIDE LIGHTING POWER CIRCUIT CONSISTING OF (2) #10AWG, #10 GND IN 2" CONDUIT.

6. PROVIDE CONDUIT IN TRENCH. SEE DETAIL 1 ON SHEET E-501.

7. PROVIDE UTILITY PULLBOX, B2234 WITH BASE AND COVER OR EQUAL. SEE DETAIL 3 ON E-501.
(E) UTILITY POWER POLE
1 PEDESTAL-C
UTILITY PULLBOX 7
4 5 6
2 PEDESTAL PULLBOX
3 A
56 SHEET GENERAL NOTES

1. COORDINATE PROVISIONS AND REQUIREMENTS FOR 100A POWER SERVICE WITH PG&E.

POWER SOURCE FOR SERVICE TBD BY PG&E.

2. REFER TO LIGHTING FIXTURE SCHEDULE ON SHEET E-601.

FIXTURE PULLBOX 2
6 PLANT RD

RAILROAD TRACKS
"T"-LINE
4 6
4 6
4 6

SIGN PER CIVIL PLANS

COORDINATE INSTALLATION OF

PULL BOX AND POLE FIXTURE

AROUND SIGN

Page 364 of 895 ends

Project
Client
Plot Date: 30 September 2022 - 5:26 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\EL\C3D\sheets\12557341-GHD-0000-DIA-EL-D501.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

ELECTRICAL DETAILS 1
NO SCALE E-501 74
A.YOUNG
E.OSORNO
H.DAAS
C.RICHARDS SEP 30, 2022
3 INCH
TYPE 1 CONDUIT
ELBOW*

AS NECESSARY TO

ACCOMMODATE TRENCH
DEPTH

FINISH GRADE

COUPLING
6-INCH MIN

COUPLING
3 INCH
TYPE 1 CONDUIT
3 INCH
TYPE 3

CONDUIT
NOTE:

1. MAINTAIN A MINIMUM VERTICAL SEPARATION OF 12" WHEN
CROSSING UTILITIES. ROUTE CONDUIT EITHER ABOVE OR BELOW

OTHER UTILITIES AS NECESSARY TO ACHIEVE THIS SEPARATION WHILE MAINTAINING THE MINIMUM BACKFILL COVERAGE.

ROCK FREE NATIVE
BACKFILL, 90%

COMPACTION
#4 MINIMUM SAND ALL
AROUND
REPATCH TO MATCH EXISTING CONDITIONS 24" MIN. COVER 3" MIN AS REQUIRED 15" FOIL BACK WARNING
TAPE
1 TYPICAL ELECTRICAL TRENCH
NO SCALE 2 TYPICAL CONDUIT STUB-UPNO SCALE

BREAKAWAY

FUSE HOLDER

IN LIGHT POLE
#12 AWG

TYPICAL PULL BOX TO SERVICE

PEDESTAL

LIGHT FIXTURE
4 STREET LIGHT WIRING DIAGRAM

NO SCALE

UTILITY METER, PROVIDED BY
UTILITY.

MAIN CIRCUIT BREAKER BRANCH CIRCUIT BREAKERS
(MINIMUM 10 TOTAL)
INTERMATIC DIGITAL ET 107 OR EQUAL

LIGHTING CONTACTOR

CONVENIENCE RECEPTACLE
CONCRETE BASE. SEE METERING PEDESTAL

FOUNDATION

FINISH GRADE

UTILITY ENTRANCE SPACE

SEISMIC ANCHORS PER PEDESTAL

MANUFACTURER
2-INCH TYPE 3 TO STREET LIGHT
3-INCH TYPE 1 CONDUIT TO PULLBOX
UTILITY PULL BOX 1'-6"
#4@8" CLOSED TIES
(3)#4 TOP & BOTTOM
SERVICE PEDESTAL. SEE

MANUFACTURER DETAILS FOR

ANCHORAGE
FINISH GRADE 2" CLR
3" CLR 1"
1/4" CHAMFER

PANEL MOUNTED SURGE PROTECTION DEVICE
(SPD)
NOTE:

1. EXTERIOR DOOR NOT SHOWN FOR CLARITY.
5 METERING PEDESTAL ELEVATION
NO SCALE 6 METERING PEDESTAL FOUNDATION - SIDEVIEWNO SCALE 6" 6"

MINIMUM

ELBOW RADIUS

REQUIREMENTS

RUNS GREATER
THAN 101 FEET
TABLE "A" - RGS
1 1/4-INCH 7 1/4-INCH
5-INCH
6-INCH
2 1/2-INCH
3-INCH
1 1/2-INCH
2-INCH
24-INCH
30-INCH
10 1/2-INCH
9 1/2-INCH
8 1/4-INCH
13-INCH
16-INCH
1/2-INCH
1-INCH
3/4-INCH

CONDUIT
SIZE
5 3/4-INCH
4 1/2-INCH
RUNS
0-100 FEET
4-INCH
-
-
11 7/16-INCH
18 1/4-INCH
13 3/4-INCH
4-INCH
4 1/2-INCH
4-INCH

BOX EXTENSIONS AS

REQUIRED
4" DRAIN ROCK BED
(3/4" DIA. MAX.)
EXTEND 6" TO SIDES
TYPICAL TYPE 3

CONDUIT PER PLAN
TRAFFIC RATED PER CALTRANS ES-8B,
CHRISTY B1017 OR EQUAL, CONCRETE

PULL BOX SIZE PER PLANS WITH LID

SET THE PULL BOX TRUE

AND LEVEL WITH THE FINAL
GRADE

SEAL AROUND

CONDUIT WITH GROUT
(TYP.)
1" DRAIN HOLE

CONDUIT BELL END
(TYP.)

CONDUIT TURNED UP AT
45° ANGLE
3 TYPICAL PULL BOX

NO SCALE
6"

RADIUS PER TABLE A

TIE GROUND ROD TO STEEL POLE AND REBAR IN
CONCRETE BASE WITH #16 AWG BARE CU WIRE.
3/4 " x 10' COPPER GROUND ROD
4" MIN 4" MIN 4" MIN
6"
7 1/4-INCH
9 1/2-INCH
8 1/4-INCH
5 3/4-INCH
2" TYPE 3 TO TYPE 15

STANDARD AND STREET

LIGHT PULLBOX

Page 365 of 895 ends

Project
Client
Plot Date: 30 September 2022 - 5:27 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\EL\C3D\sheets\12557341-GHD-0000-DIA-EL-D502.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

NO SCALE
ELECTRICAL DETAILS 2
NO SCALE E-502 75
A.YOUNG
E.OSORNO
H.DAAS
C.RICHARDS SEP 30, 2022
2 MODIFIED CALTRANS STANDARD DETAIL ES-7J (LED BORDER ENHANCED TRAIL SIGN)

NO SCALE
ENHANCED W11-15 TRAIL SIGN

WITH LED BORDER
*REFER TO CALTRANS STANDARD PLANS FOR ADDITIONAL DETAILS.

NOT USED
W16-7P DOWN ARROW
PROVIDE 20' POLE AT

NORGARD INTERSECTION
NOT USED 7'-0" MIN

LED POWER

CONTROL IN
NEMA 3R

ENCLOSURE

Page 366 of 895 ends

Project
Client
Plot Date: 30 September 2022 - 5:28 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\EL\C3D\sheets\12557341-GHD-0000-SCH-EL-D601.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

ELECTRICAL SINGLE LINE

DIAGRAM AND SCHEDULES
NO SCALE E-601 76
A.YOUNG
E.OSORNO
H.DAAS
C.RICHARDS SEP 30, 2022
240/120V
SINGLE PHASE, 3W

UTILITY POWER SERVICE
M 100A
2P
N
GND
PEDESTAL-100A, 240/120V 1PH 3W, NEMA 3R ENCLOSURE
20A
1P
20A
1P
20A
1P SPARE
20A
1P SPARE

METER BY UTILITY

COMPANY
1 TYPICAL METERING PEDESTAL
2 SCHEDULES

SHEET KEYNOTES

1. PROVIDE METER TYPE SERVICE PEDESTAL COMPLETE WITH 100A/2P MAIN CIRCUIT BREAKER AND 20A/1P BRANCH CIRCUIT BREAKERS. SEE PLANS FOR LOCATION AND DETAIL 5 ON SHEET E-501.

2. PROVIDE PULLBOX AS SHOWN ON PLANS.

3. PROVIDE 3" CONDUIT WITH PULLSTRING. CONDUCTORS PROVIDED BY UTILITY COMPANY.

4. PROVIDE CONDUIT AND LIGHTING CIRCUIT AS SHOWN ON PLANS.

5. PROVIDE ASTRONOMICAL TIME CLOCK IN PEDESTAL. ROUTE LIGHTING CIRCUIT VIA TIME CLOCK RELAY.

6. PROVIDE 3/4" X 10' GROUND ROD.
1 2
3 2
3 LIGHT FIXTURE PULLBOX

PEDESTAL PULLBOX
2 UTILITY PULLBOX
TC 5
LIGHT FIXTURE. SEE PLANS
4 6
# 4 AWG CU
ENHANCED LED SIGN. (TYP)

AT NORGARD ONLY
2 ADDITIONAL PULL BOX

AT NORGARD ONLY
4 4
4 4

Page 367 of 895 ends

ALIGNMENT "T"
STA 400+50
600
605
610
615
600
605
610
615
-20 -15 -10 -5 0 5 10 15 20 25
ALIGNMENT "T"
STA 401+00
600
605
610
615
600
605
610
615
-25 -20 -15 -10 -5 0 5 10 15 20
ALIGNMENT "T"
STA 401+50
600
605
610
615
600
605
610
615
-25 -20 -15 -10 -5 0 5 10 15 20
ALIGNMENT "T"
STA 402+00
600
605
610
615
600
605
610
615
-25 -20 -15 -10 -5 0 5 10 15 20
ALIGNMENT "T"
STA 402+50
600
605
610
615
600
605
610
615
-25 -20 -15 -10 -5 0 5 10 15 20
ALIGNMENT "T"
STA 403+00
600
605
610
615
600
605
610
615
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=604.69 SHLDR OFF=-7.00 EL=604.59 CATCH
OFF=-7.09
EL=604.54 SHLDR OFF=7.00 EL=604.80
CATCH
OFF=7.30
EL=604.95
ALIGNMENT "T"
STA 403+50
600
605
610
615
600
605
610
615
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=604.61 SHLDR OFF=-7.00 EL=604.50 CATCH
OFF=-7.08
EL=604.46 SHLDR OFF=7.00 EL=604.71
CATCH
OFF=7.46
EL=604.95
ALIGNMENT "T"
STA 404+00
600
605
610
615
600
605
610
615
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=604.53 SHLDR OFF=-7.00 EL=604.42 CATCH
OFF=-7.22
EL=604.31 SHLDR OFF=7.00 EL=604.63
CATCH
OFF=7.63
EL=604.95 CL TRAIL EL=604.77 SHLDR OFF=-7.00 EL=604.67
CATCH
OFF=-7.63
EL=604.35 SHLDR OFF=7.00 EL=604.88
CATCH
OFF=7.15
EL=604.95 CL TRAIL EL=605.25 SHLDR OFF=-7.00 EL=605.15
CATCH
OFF=-8.08
EL=605.69 SHLDR OFF=7.00 EL=605.36
CATCH
OFF=7.36
EL=605.18 CL TRAIL EL=605.05 SHLDR OFF=-7.00 EL=604.95
CATCH
OFF=-8.29
EL=604.31 SHLDR OFF=7.00 EL=605.16
CATCH
OFF=7.46
EL=604.93 CL TRAIL EL=604.93 SHLDR OFF=-7.00 EL=604.83
CATCH
OFF=-7.24
EL=604.71 SHLDR OFF=7.00 EL=605.04
CATCH
OFF=7.11
EL=604.98 CL TRAIL EL=604.85 SHLDR OFF=-7.00 EL=604.75
CATCH
OFF=-7.35
EL=604.57 SHLDR OFF=7.00 EL=604.96
CATCH
OFF=7.02
EL=604.97 R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL -1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
Project
Client
Plot Date: 21 December 2022 - 6:35 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU
OG
FG
LEGEND

CROSS SECTIONS
STA 400+50 TO STA 404+00
1" = 5' C-801 77
C. PHELPS
C. PHELPS
E. FANSELAU
E. FANSELAU SEP 30, 2022

Page 368 of 895 ends

ALIGNMENT "T"
STA 404+50
600
605
610
615
600
605
610
615
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=604.44 SHLDR OFF=-7.00 EL=604.33 CATCH
OFF=-7.57
EL=604.05 SHLDR OFF=7.00 EL=604.54
CATCH
OFF=7.98
EL=605.03
ALIGNMENT "T"
STA 405+00
600
605
610
615
600
605
610
615
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=604.31 SHLDR OFF=-7.00 EL=604.21 CATCH
OFF=-7.72
EL=603.85 SHLDR OFF=7.00 EL=604.42
CATCH
OFF=8.17
EL=605.00
ALIGNMENT "T"
STA 405+50
600
605
610
615
600
605
610
615
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=604.19 SHLDR OFF=-7.00 EL=604.08 CATCH
OFF=-8.21
EL=603.48 SHLDR OFF=7.00 EL=604.29
CATCH
OFF=7.69
EL=604.64
ALIGNMENT "T"
STA 406+00
595
600
605
610
595
600
605
610
-30 -25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=604.06 SHLDR OFF=7.00 EL=604.17 CATCH
OFF=9.78
EL=605.56
ALIGNMENT "T"
STA 406+50
600
605
610
615
600
605
610
615
-30 -25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=604.10 SHLDR OFF=-7.00 EL=604.00 SHLDR OFF=7.00 EL=604.21 CATCH
OFF=9.36
EL=605.38
ALIGNMENT "T"
STA 407+00
600
605
610
615
600
605
610
615
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=604.19 SHLDR OFF=-7.00 EL=604.08 CATCH
OFF=-9.12
EL=603.02 SHLDR OFF=7.00 EL=604.29
CATCH
OFF=8.79
EL=605.19
ALIGNMENT "T"
STA 407+50
600
605
610
615
600
605
610
615
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=604.27 SHLDR OFF=-7.00 EL=604.17 CATCH
OFF=-9.59
EL=602.87 SHLDR OFF=7.00 EL=604.38
CATCH
OFF=8.68
EL=605.22
ALIGNMENT "T"
STA 408+00
600
605
610
615
600
605
610
615
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=604.36 SHLDR OFF=-7.00 EL=604.25 CATCH
OFF=-9.23
EL=603.14 SHLDR OFF=7.00 EL=604.46
CATCH
OFF=8.63
EL=605.28 R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL -1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
Project
Client
Plot Date: 21 December 2022 - 6:35 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU
OG
FG
LEGEND

CROSS SECTIONS
STA 404+50 TO STA 408+00
1" = 5' C-802 78
C. PHELPS
C. PHELPS
E. FANSELAU
E. FANSELAU SEP 30, 2022

Page 369 of 895 ends

ALIGNMENT "T"
STA 408+50
598
600
605
610
598
600
605
610
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=604.44 SHLDR OFF=-7.00 EL=604.34 CATCH
OFF=-9.98
EL=602.85 SHLDR OFF=7.00 EL=604.55
CATCH
OFF=7.32
EL=604.71
ALIGNMENT "T"
STA 409+00
598
600
605
610
598
600
605
610
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=604.53 SHLDR OFF=-7.00 EL=604.43 CATCH
OFF=-9.26
EL=603.30 SHLDR OFF=7.00 EL=604.64
CATCH
OFF=7.22
EL=604.53
ALIGNMENT "T"
STA 409+50
600
605
610
615
600
605
610
615
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=604.62 SHLDR OFF=-7.00 EL=604.51 CATCH
OFF=-8.61
EL=603.71 SHLDR OFF=7.00 EL=604.72
CATCH
OFF=7.61
EL=604.42
ALIGNMENT "T"
STA 410+00
600
605
610
615
600
605
610
615
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=604.70 SHLDR OFF=-7.00 EL=604.60 CATCH
OFF=-7.85
EL=604.17 SHLDR OFF=7.00 EL=604.81
CATCH
OFF=7.85
EL=604.38
ALIGNMENT "T"
STA 410+50
600
605
610
615
600
605
610
615
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=604.79 SHLDR OFF=-7.00 EL=604.68 CATCH
OFF=-7.09
EL=604.64 SHLDR OFF=7.00 EL=604.89
CATCH
OFF=7.37
EL=604.71
ALIGNMENT "T"
STA 411+00
600
605
610
615
600
605
610
615
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=604.87 SHLDR OFF=-7.00 EL=604.77 CATCH
OFF=-7.36
EL=604.59 SHLDR OFF=7.00 EL=604.98
CATCH
OFF=7.88
EL=605.42
ALIGNMENT "T"
STA 411+50
600
605
610
615
600
605
610
615
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=604.96 SHLDR OFF=-7.00 EL=604.85 CATCH
OFF=-7.45
EL=604.63 SHLDR OFF=7.00 EL=605.06
CATCH
OFF=7.17
EL=605.15
ALIGNMENT "T"
STA 412+00
600
605
610
615
600
605
610
615
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=605.05 SHLDR OFF=-7.00 EL=604.94 CATCH
OFF=-7.42
EL=604.73 SHLDR OFF=7.00 EL=605.15
CATCH
OFF=7.65
EL=604.82 R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL -1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
Project
Client
Plot Date: 21 December 2022 - 6:36 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU
OG
FG
LEGEND

CROSS SECTIONS
STA 408+50 TO STA 412+00
1" = 5' C-803 79
C. PHELPS
C. PHELPS
E. FANSELAU
E. FANSELAU SEP 30, 2022

Page 370 of 895 ends

ALIGNMENT "T"
STA 412+50
600
605
610
615
600
605
610
615
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=605.13 SHLDR OFF=-7.00 EL=605.03 CATCH
OFF=-7.01
EL=605.02 SHLDR OFF=7.00 EL=605.24
CATCH
OFF=8.12
EL=604.68
ALIGNMENT "T"
STA 413+00
600
605
610
615
600
605
610
615
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=605.22 SHLDR OFF=-7.00 EL=605.11 CATCH
OFF=-7.01
EL=605.10 SHLDR OFF=7.00 EL=605.32
CATCH
OFF=7.08
EL=605.28
ALIGNMENT "T"
STA 413+50
600
605
610
615
600
605
610
615
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=605.08 SHLDR OFF=-7.00 EL=604.97 CATCH
OFF=-7.17
EL=604.89 SHLDR OFF=7.00 EL=605.18
CATCH
OFF=7.68
EL=604.84
ALIGNMENT "T"
STA 414+00
600
605
610
615
600
605
610
615
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=604.83 SHLDR OFF=-7.00 EL=604.73 CATCH
OFF=-7.46
EL=604.50 SHLDR OFF=7.00 EL=604.94
CATCH
OFF=7.23
EL=604.82
ALIGNMENT "T"
STA 414+50
600
605
610
615
600
605
610
615
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=604.59 SHLDR OFF=-7.00 EL=604.48 CATCH
OFF=-7.49
EL=604.24 SHLDR OFF=7.00 EL=604.69
CATCH
OFF=7.65
EL=604.37
ALIGNMENT "T"
STA 415+00
600
605
610
615
600
605
610
615
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=604.35 SHLDR OFF=-7.00 EL=604.24 CATCH
OFF=-7.53
EL=603.97 SHLDR OFF=7.00 EL=604.45
CATCH
OFF=7.33
EL=604.29
ALIGNMENT "T"
STA 415+50
600
605
610
615
600
605
610
615
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=604.17 SHLDR OFF=-7.00 EL=604.07 CATCH
OFF=-7.42
EL=603.86 SHLDR OFF=7.00 EL=604.28
CATCH
OFF=8.00
EL=603.78
ALIGNMENT "T"
STA 416+00
600
605
610
615
600
605
610
615
-40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=604.00 SHLDR OFF=7.00 EL=604.10 R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL -1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
Project
Client
Plot Date: 21 December 2022 - 6:36 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU
OG
FG
LEGEND

CROSS SECTIONS
STA 412+50 TO STA 416+00
1" = 5' C-804 80
C. PHELPS
C. PHELPS
E. FANSELAU
E. FANSELAU SEP 30, 2022

Page 371 of 895 ends

ALIGNMENT "T"
STA 416+50
600
605
610
615
600
605
610
615
-40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=603.82 SHLDR OFF=-7.00 EL=603.72 SHLDR OFF=7.00 EL=603.93 CATCH
OFF=7.04
EL=603.94
ALIGNMENT "T"
STA 417+00
600
605
610
615
600
605
610
615
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=603.65 SHLDR OFF=-7.00 EL=603.54 CATCH
OFF=-7.02
EL=603.53 SHLDR OFF=7.00 EL=603.75
CATCH
OFF=7.07
EL=603.79
ALIGNMENT "T"
STA 417+50
600
605
610
615
600
605
610
615
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=603.81 SHLDR OFF=-7.00 EL=603.71 CATCH
OFF=-7.29
EL=603.56 SHLDR OFF=7.00 EL=603.92
CATCH
OFF=7.17
EL=604.01
ALIGNMENT "T"
STA 418+00
600
605
610
615
600
605
610
615
-20 -15 -10 -5 0 5 10 15 20 25 CL TRAIL EL=604.05 SHLDR OFF=-7.00 EL=603.94 CATCH
OFF=-7.22
EL=603.83 SHLDR OFF=7.00 EL=604.15
CATCH
OFF=7.21
EL=604.04
ALIGNMENT "T"
STA 418+50
600
605
610
615
600
605
610
615
-20 -15 -10 -5 0 5 10 15 20 25 CL TRAIL EL=604.28 SHLDR OFF=-7.00 EL=604.17 CATCH
OFF=-7.22
EL=604.06 SHLDR OFF=7.00 EL=604.38
CATCH
OFF=7.19
EL=604.29
ALIGNMENT "T"
STA 419+00
600
605
610
615
600
605
610
615
-20 -15 -10 -5 0 5 10 15 20 25 30 CL TRAIL EL=604.14 SHLDR OFF=-7.00 EL=604.03 CATCH
OFF=-7.01
EL=604.03 SHLDR OFF=7.00 EL=604.24
CATCH
OFF=7.07
EL=604.28
ALIGNMENT "T"
STA 419+50
598
600
605
610
598
600
605
610
-15 -10 -5 0 5 10 15 20 25 30 CL TRAIL EL=603.50 SHLDR OFF=-7.00 EL=603.40 CATCH
OFF=-7.13
EL=603.34 SHLDR OFF=7.00 EL=603.61
CATCH
OFF=7.76
EL=603.23
ALIGNMENT "T"
STA 420+00
598
600
605
610
598
600
605
610
-15 -10 -5 0 5 10 15 20 25 30 CL TRAIL EL=602.87 SHLDR OFF=-7.00 EL=602.76 CATCH
OFF=-7.28
EL=602.62 SHLDR OFF=7.00 EL=602.97
CATCH
OFF=7.15
EL=602.90 R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL -1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
Project
Client
Plot Date: 21 December 2022 - 6:36 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU
OG
FG
LEGEND

CROSS SECTIONS
STA 416+50 TO STA 420+00
1" = 5' C-805 81
C. PHELPS
C. PHELPS
E. FANSELAU
E. FANSELAU SEP 30, 2022

Page 372 of 895 ends

ALIGNMENT "T"
STA 420+50
598
600
605
610
598
600
605
610
-15 -10 -5 0 5 10 15 20 25 30 CL TRAIL EL=602.44 SHLDR OFF=-7.00 EL=602.33 CATCH
OFF=-7.51
EL=602.08 SHLDR OFF=7.00 EL=602.54
CATCH
OFF=7.32
EL=602.38
ALIGNMENT "T"
STA 421+00
598
600
605
610
598
600
605
610
-15 -10 -5 0 5 10 15 20 25 30 CL TRAIL EL=602.57 SHLDR OFF=-7.00 EL=602.46 CATCH
OFF=-7.63
EL=602.15 SHLDR OFF=7.00 EL=602.67
CATCH
OFF=7.36
EL=602.50
ALIGNMENT "T"
STA 421+50
598
600
605
610
598
600
605
610
-15 -10 -5 0 5 10 15 20 25 30 CL TRAIL EL=602.70 SHLDR OFF=-7.00 EL=602.60 CATCH
OFF=-7.57
EL=602.31 SHLDR OFF=7.00 EL=602.81
CATCH
OFF=7.18
EL=602.72
ALIGNMENT "T"
STA 422+00
598
600
605
610
598
600
605
610
-15 -10 -5 0 5 10 15 20 25 30 CL TRAIL EL=602.83 SHLDR OFF=-7.00 EL=602.73 CATCH
OFF=-7.89
EL=602.28 SHLDR OFF=7.00 EL=602.94
CATCH
OFF=7.42
EL=602.73
ALIGNMENT "T"
STA 422+50
598
600
605
610
598
600
605
610
-15 -10 -5 0 5 10 15 20 25 30 CL TRAIL EL=602.97 SHLDR OFF=-7.00 EL=602.86 CATCH
OFF=-7.50
EL=602.61 SHLDR OFF=7.00 EL=603.07
CATCH
OFF=7.68
EL=602.74
ALIGNMENT "T"
STA 423+00
598
600
605
610
598
600
605
610
-15 -10 -5 0 5 10 15 20 25 30 CL TRAIL EL=603.07 SHLDR OFF=-7.00 EL=602.97 CATCH
OFF=-7.78
EL=602.58 SHLDR OFF=7.00 EL=603.18
CATCH
OFF=7.97
EL=602.69
ALIGNMENT "T"
STA 423+50
598
600
605
610
598
600
605
610
-15 -10 -5 0 5 10 15 20 25 30 CL TRAIL EL=602.30 SHLDR OFF=-7.00 EL=602.19 CATCH
OFF=-7.51
EL=601.94 SHLDR OFF=7.00 EL=602.40
CATCH
OFF=7.56
EL=602.12
ALIGNMENT "T"
STA 424+00
592
595
600
605
592
595
600
605
-15 -10 -5 0 5 10 15 20 25 30 CL TRAIL EL=600.38 SHLDR OFF=-7.00 EL=600.27 CATCH
OFF=-12.46
EL=600.19 SHLDR OFF=7.00 EL=600.48
CATCH
OFF=7.25
EL=600.36 R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL -1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% -1.50% 1.50%
Project
Client
Plot Date: 21 December 2022 - 6:36 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU
OG
FG
LEGEND

CROSS SECTIONS
STA 420+50 TO STA 424+00
1" = 5' C-806 82
C. PHELPS
C. PHELPS
E. FANSELAU
E. FANSELAU SEP 30, 2022

Page 373 of 895 ends

ALIGNMENT "T"
STA 424+50
590
595
600
605
590
595
600
605
-15 -10 -5 0 5 10 15 20 25 30 CL TRAIL EL=598.25 SHLDR OFF=-7.00 EL=598.14 CATCH
OFF=-12.16
EL=598.07 SHLDR OFF=7.00 EL=598.35
CATCH
OFF=7.88
EL=597.91
ALIGNMENT "T"
STA 425+00
590
595
600
605
590
595
600
605
-15 -10 -5 0 5 10 15 20 25 30 CL TRAIL EL=596.12 SHLDR OFF=-7.00 EL=596.01 CATCH
OFF=-10.80
EL=595.95 SHLDR OFF=7.00 EL=596.22
CATCH
OFF=15.16
EL=596.34
ALIGNMENT "T"
STA 425+50
590
595
600
605
590
595
600
605
-15 -10 -5 0 5 10 15 20 25 30 CL TRAIL EL=594.27 SHLDR OFF=-7.00 EL=594.16 CATCH
OFF=-11.73
EL=594.09 SHLDR OFF=7.00 EL=594.37
CATCH
OFF=12.17
EL=594.45
ALIGNMENT "T"
STA 426+00
588
590
595
600
588
590
595
600
-15 -10 -5 0 5 10 15 20 25 30 CL TRAIL EL=593.64 SHLDR OFF=-7.00 EL=593.54 CATCH
OFF=-13.13
EL=593.45 SHLDR OFF=7.00 EL=593.75
CATCH
OFF=11.67
EL=593.82
ALIGNMENT "T"
STA 426+50
588
590
595
600
588
590
595
600
-15 -10 -5 0 5 10 15 20 25 30 CL TRAIL EL=593.02 SHLDR OFF=-7.00 EL=592.92 CATCH
OFF=-11.91
EL=592.84 SHLDR OFF=7.00 EL=593.13
CATCH
OFF=10.98
EL=593.19
ALIGNMENT "T"
STA 427+00
588
590
595
600
588
590
595
600
-15 -10 -5 0 5 10 15 20 25 30 CL TRAIL EL=592.40 SHLDR OFF=-7.00 EL=592.30 CATCH
OFF=-12.43
EL=592.21 SHLDR OFF=7.00 EL=592.51
CATCH
OFF=8.31
EL=592.52
ALIGNMENT "T"
STA 427+50
588
590
595
600
588
590
595
600
-15 -10 -5 0 5 10 15 20 25 30 CL TRAIL EL=592.87 SHLDR OFF=-7.00 EL=592.77 CATCH
OFF=-10.99
EL=592.71 SHLDR OFF=7.00 EL=592.98
CATCH
OFF=7.16
EL=592.98
ALIGNMENT "T"
STA 428+00
586
590
595
600
586
590
595
600
-15 -10 -5 0 5 10 15 20 25 30 CL TRAIL EL=592.88 SHLDR OFF=-7.00 EL=592.78 CATCH
OFF=-11.28
EL=590.64 SHLDR OFF=7.00 EL=592.99
CATCH
OFF=7.84
EL=593.41 R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL -1.50% -1.50% 1.50%
-1.50% -1.50% 1.50% 1.50%
-1.50% -1.50% 1.50% 1.50%
-1.50% -1.50% 1.50% 1.50%
-1.50% -1.50% 1.50% 1.50%
-1.50% -1.50% 1.50%
-1.50% -1.50% 1.50%
-50.00%
-1.50% 1.50%
Project
Client
Plot Date: 21 December 2022 - 6:36 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU
OG
FG
LEGEND

CROSS SECTIONS
STA 424+50 TO STA 428+00
1" = 5' C-807 83
C. PHELPS
C. PHELPS
E. FANSELAU
E. FANSELAU SEP 30, 2022

Page 374 of 895 ends

ALIGNMENT "T"
STA 428+50
585
590
595
600
585
590
595
600
-15 -10 -5 0 5 10 15 20 25 30 CL TRAIL EL=591.78 SHLDR OFF=-7.00 EL=591.67 CATCH
OFF=-9.99
EL=590.18 SHLDR OFF=7.00 EL=591.88
CATCH
OFF=7.26
EL=591.89
ALIGNMENT "T"
STA 429+00
585
590
595
600
585
590
595
600
-15 -10 -5 0 5 10 15 20 25 30 CL TRAIL EL=591.27 SHLDR OFF=-7.00 EL=591.17 CATCH
OFF=-10.44
EL=589.44 SHLDR OFF=7.00 EL=591.38
CATCH
OFF=10.13
EL=591.42
ALIGNMENT "T"
STA 429+50
585
590
595
600
585
590
595
600
-20 -15 -10 -5 0 5 10 15 20 25 CL TRAIL EL=592.71 SHLDR OFF=-7.00 EL=592.60 CATCH
OFF=-15.12
EL=588.54 SHLDR OFF=7.00 EL=592.81
CATCH
OFF=9.20
EL=593.91
ALIGNMENT "T"
STA 430+00
585
590
595
600
585
590
595
600
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=592.20 SHLDR OFF=-7.00 EL=592.10 CATCH
OFF=-11.50
EL=589.85 SHLDR OFF=7.00 EL=592.31
CATCH
OFF=8.74
EL=592.33
ALIGNMENT "T"
STA 430+50
585
590
595
600
585
590
595
600
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=591.70 SHLDR OFF=-7.00 EL=591.60 CATCH
OFF=-9.55
EL=590.32 SHLDR OFF=7.00 EL=591.81
CATCH
OFF=9.68
EL=591.85
ALIGNMENT "T"
STA 431+00
585
590
595
600
585
590
595
600
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=591.94 SHLDR OFF=-7.00 EL=591.84 CATCH
OFF=-8.11
EL=591.28 SHLDR OFF=7.00 EL=592.05
CATCH
OFF=11.81
EL=592.12
ALIGNMENT "T"
STA 431+50
585
590
595
600
585
590
595
600
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=592.70 SHLDR OFF=-7.00 EL=592.60 CATCH
OFF=-7.21
EL=592.49 SHLDR OFF=7.00 EL=592.81
CATCH
OFF=14.68
EL=592.92
ALIGNMENT "T"
STA 432+00
585
590
595
600
585
590
595
600
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=593.89 SHLDR OFF=-7.00 EL=593.79 CATCH
OFF=-8.42
EL=593.08 SHLDR OFF=7.00 EL=594.00
CATCH
OFF=10.26
EL=592.37 R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL -1.50% 1.50%
-50.00%
-1.50% 1.50% 1.50%
-50.00%
-1.50% 1.50%
-50.00%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50% 1.50%
-1.50% 1.50% 6.38%
-1.50% 1.50%
-50.00%
Project
Client
Plot Date: 21 December 2022 - 6:36 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU
OG
FG
LEGEND

CROSS SECTIONS
STA 428+50 TO STA 432+00
1" = 5' C-808 84
C. PHELPS
C. PHELPS
E. FANSELAU
E. FANSELAU SEP 30, 2022

Page 375 of 895 ends

ALIGNMENT "T"
STA 432+50
585
590
595
600
585
590
595
600
-10 -5 0 5 10 15 20 25 30
ALIGNMENT "T"
STA 433+00
585
590
595
600
585
590
595
600
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=592.00 SHLDR OFF=-7.00 EL=591.90 CATCH
OFF=-8.63
EL=591.08 SHLDR OFF=7.00 EL=592.11
CATCH
OFF=8.63
EL=591.30
ALIGNMENT "T"
STA 433+50
583
585
590
595
583
585
590
595
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=589.95 SHLDR OFF=-7.00 EL=589.85 CATCH
OFF=-7.32
EL=589.69 SHLDR OFF=7.00 EL=590.06
CATCH
OFF=7.94
EL=590.52
ALIGNMENT "T"
STA 434+00
583
585
590
595
583
585
590
595
-15 -10 -5 0 5 10 15 20 25 CL TRAIL EL=588.90 SHLDR OFF=-7.00 EL=588.80 CATCH
OFF=-7.29
EL=588.65 SHLDR OFF=7.00 EL=589.01
CATCH
OFF=13.29
EL=592.16
ALIGNMENT "T"
STA 434+50
583
585
590
595
583
585
590
595
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=589.69 SHLDR OFF=-7.00 EL=589.58 CATCH
OFF=-7.36
EL=589.40 SHLDR OFF=7.00 EL=589.79
CATCH
OFF=7.78
EL=590.18
ALIGNMENT "T"
STA 435+00
585
590
595
600
585
590
595
600
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=591.22 SHLDR OFF=-7.00 EL=591.11 CATCH
OFF=-7.50
EL=591.37 SHLDR OFF=7.00 EL=591.32
CATCH
OFF=7.22
EL=591.21
ALIGNMENT "T"
STA 435+50
585
590
595
600
585
590
595
600
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=592.53 SHLDR OFF=-7.00 EL=592.43 CATCH
OFF=-9.96
EL=593.91 SHLDR OFF=7.00 EL=592.64
CATCH
OFF=8.49
EL=591.89
ALIGNMENT "T"
STA 436+00
583
585
590
595
583
585
590
595
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=590.96 SHLDR OFF=-7.00 EL=590.86 CATCH
OFF=-7.28
EL=591.00 SHLDR OFF=7.00 EL=591.07
CATCH
OFF=8.37
EL=591.75 R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL RAIL CL RAIL CL R/W RAIL CL -1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%

50.00%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
Project
Client
Plot Date: 21 December 2022 - 6:36 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU
OG
FG
LEGEND

CROSS SECTIONS
STA 432+50 TO STA 436+00
1" = 5' C-809 85
C. PHELPS
C. PHELPS
E. FANSELAU
E. FANSELAU SEP 30, 2022

Page 376 of 895 ends

ALIGNMENT "T"
STA 436+50
580
585
590
595
580
585
590
595
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=588.46 SHLDR OFF=-7.00 EL=588.36 CATCH
OFF=-8.67
EL=587.52 SHLDR OFF=7.00 EL=588.57
CATCH
OFF=9.27
EL=589.70
ALIGNMENT "T"
STA 437+00
580
585
590
595
580
585
590
595
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=586.86 SHLDR OFF=-7.00 EL=586.75 CATCH
OFF=-7.03
EL=586.77 SHLDR OFF=7.00 EL=586.96
CATCH
OFF=9.26
EL=588.09
ALIGNMENT "T"
STA 437+50
580
585
590
595
580
585
590
595
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=586.69 SHLDR OFF=-7.00 EL=586.59 CATCH
OFF=-7.10
EL=586.64 SHLDR OFF=7.00 EL=586.80
CATCH
OFF=7.39
EL=586.99
ALIGNMENT "T"
STA 438+00
580
585
590
595
580
585
590
595
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=586.58 SHLDR OFF=-7.00 EL=586.47 CATCH
OFF=-7.40
EL=586.27 SHLDR OFF=7.00 EL=586.68
CATCH
OFF=8.62
EL=587.49
ALIGNMENT "T"
STA 438+50
580
585
590
595
580
585
590
595
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=586.47 SHLDR OFF=-7.00 EL=586.36 CATCH
OFF=-7.18
EL=586.27 SHLDR OFF=7.00 EL=586.57
CATCH
OFF=9.36
EL=587.75
ALIGNMENT "T"
STA 439+00
580
585
590
595
580
585
590
595
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=586.72 SHLDR OFF=-7.00 EL=586.62 CATCH
OFF=-7.19
EL=586.52 SHLDR OFF=7.00 EL=586.83
CATCH
OFF=8.34
EL=587.50
ALIGNMENT "T"
STA 439+50
580
585
590
595
580
585
590
595
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=586.80 SHLDR OFF=-7.00 EL=586.70 CATCH
OFF=-7.61
EL=586.39 SHLDR OFF=7.00 EL=586.91
CATCH
OFF=8.10
EL=587.46
ALIGNMENT "T"
STA 440+00
580
585
590
595
580
585
590
595
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=586.67 SHLDR OFF=-7.00 EL=586.56 CATCH
OFF=-7.95
EL=586.09 SHLDR OFF=7.00 EL=586.77
CATCH
OFF=8.89
EL=587.72 R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL -1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
Project
Client
Plot Date: 21 December 2022 - 6:36 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU
OG
FG
LEGEND

CROSS SECTIONS
STA 436+50 TO STA 440+00
1" = 5' C-810 86
C. PHELPS
C. PHELPS
E. FANSELAU
E. FANSELAU SEP 30, 2022

Page 377 of 895 ends

ALIGNMENT "T"
STA 440+50
580
585
590
595
580
585
590
595
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=586.05 SHLDR OFF=-7.00 EL=585.95 CATCH
OFF=-8.55
EL=585.17 SHLDR OFF=7.00 EL=586.16
CATCH
OFF=8.02
EL=585.65
ALIGNMENT "T"
STA 441+00
580
585
590
595
580
585
590
595
-15 -10 -5 0 5 10 15 20 25 CL TRAIL EL=584.88 SHLDR OFF=-7.00 EL=584.78 CATCH
OFF=-7.95
EL=584.30 SHLDR OFF=7.00 EL=584.99
CATCH
OFF=10.19
EL=586.59
ALIGNMENT "T"
STA 441+50
578
580
585
590
578
580
585
590
-15 -10 -5 0 5 10 15 20 25 CL TRAIL EL=584.10 SHLDR OFF=-7.00 EL=584.00 CATCH
OFF=-9.40
EL=582.80 SHLDR OFF=7.00 EL=584.21
CATCH
OFF=14.85
EL=588.13
ALIGNMENT "T"
STA 442+00
578
580
585
590
578
580
585
590
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=583.43 SHLDR OFF=-7.00 EL=583.33 CATCH
OFF=-8.01
EL=582.82 SHLDR OFF=7.00 EL=583.54
CATCH
OFF=7.51
EL=583.28
ALIGNMENT "T"
STA 442+50
577
580
585
590
577
580
585
590
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=582.76 SHLDR OFF=-7.00 EL=582.66 CATCH
OFF=-8.42
EL=581.95 SHLDR OFF=7.00 EL=582.87
CATCH
OFF=8.75
EL=583.74
ALIGNMENT "T"
STA 443+00
576
580
585
590
576
580
585
590
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=582.44 SHLDR OFF=-7.00 EL=582.34 CATCH
OFF=-8.14
EL=581.77 SHLDR OFF=7.00 EL=582.55
CATCH
OFF=7.25
EL=582.43
ALIGNMENT "T"
STA 443+50
575
580
585
590
575
580
585
590
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=582.16 SHLDR OFF=-7.00 EL=582.05 CATCH
OFF=-8.60
EL=581.25 SHLDR OFF=7.00 EL=582.26
CATCH
OFF=7.30
EL=582.11
ALIGNMENT "T"
STA 444+00
575
580
585
590
575
580
585
590
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=582.12 SHLDR OFF=-7.00 EL=582.02 CATCH
OFF=-8.18
EL=581.43 SHLDR OFF=7.00 EL=582.23
CATCH
OFF=11.14
EL=584.30 R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL -1.50% 1.50%
-1.50% 1.50% 50.00%
-1.50% 1.50%

50.00%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%

50.00%
Project
Client
Plot Date: 21 December 2022 - 6:36 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU
OG
FG
LEGEND

CROSS SECTIONS
STA 440+50 TO STA 444+00
1" = 5' C-811 87
C. PHELPS
C. PHELPS
E. FANSELAU
E. FANSELAU SEP 30, 2022

Page 378 of 895 ends

ALIGNMENT "T"
STA 444+50
575
580
585
590
575
580
585
590
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=584.94 SHLDR OFF=-7.00 EL=584.84 SHLDR OFF=7.00 EL=585.05 CATCH
OFF=9.84
EL=586.46
ALIGNMENT "T"
STA 445+00
575
580
585
590
575
580
585
590
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=584.21 SHLDR OFF=-7.00 EL=584.11 SHLDR OFF=7.00 EL=584.32 CATCH
OFF=8.21
EL=584.92
ALIGNMENT "T"
STA 445+50
575
580
585
590
575
580
585
590
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=582.37 SHLDR OFF=-7.00 EL=582.26 CATCH
OFF=-8.06
EL=581.74 SHLDR OFF=7.00 EL=582.47
CATCH
OFF=7.15
EL=582.40
ALIGNMENT "T"
STA 446+00
578
580
585
590
578
580
585
590
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=583.16 SHLDR OFF=-7.00 EL=583.06 CATCH
OFF=-7.64
EL=583.38 SHLDR OFF=7.00 EL=583.27
CATCH
OFF=8.32
EL=583.93
ALIGNMENT "T"
STA 446+50
578
580
585
590
578
580
585
590
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=583.75 SHLDR OFF=-7.00 EL=583.65 CATCH
OFF=-8.69
EL=584.49 SHLDR OFF=7.00 EL=583.86
CATCH
OFF=7.31
EL=584.02
ALIGNMENT "T"
STA 447+00
577
580
585
590
577
580
585
590
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=582.76 SHLDR OFF=-7.00 EL=582.65 CATCH
OFF=-7.37
EL=582.46 SHLDR OFF=7.00 EL=582.86
CATCH
OFF=7.06
EL=582.83
ALIGNMENT "T"
STA 447+50
575
580
585
590
575
580
585
590
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=581.76 SHLDR OFF=-7.00 EL=581.65 CATCH
OFF=-8.50
EL=580.90 SHLDR OFF=7.00 EL=581.86
CATCH
OFF=9.91
EL=583.32
ALIGNMENT "T"
STA 448+00
575
580
585
590
575
580
585
590
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=581.49 SHLDR OFF=-7.00 EL=581.39 CATCH
OFF=-9.45
EL=580.16 SHLDR OFF=7.00 EL=581.60
CATCH
OFF=7.04
EL=581.58 RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL -1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
Project
Client
Plot Date: 21 December 2022 - 6:36 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU
OG
FG
LEGEND

CROSS SECTIONS
STA 444+50 TO STA 448+00
1" = 5' C-812 88
C. PHELPS
C. PHELPS
E. FANSELAU
E. FANSELAU SEP 30, 2022

Page 379 of 895 ends

ALIGNMENT "T"
STA 448+50
575
580
585
590
575
580
585
590
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=582.03 SHLDR OFF=-7.00 EL=581.92 CATCH
OFF=-7.84
EL=581.50 SHLDR OFF=7.00 EL=582.13
CATCH
OFF=11.23
EL=584.25
ALIGNMENT "T"
STA 449+00
575
580
585
590
575
580
585
590
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=582.73 SHLDR OFF=-7.00 EL=582.62 CATCH
OFF=-8.06
EL=582.09 SHLDR OFF=7.00 EL=582.83
CATCH
OFF=7.88
EL=582.40
ALIGNMENT "T"
STA 449+50
577
580
585
590
577
580
585
590
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=583.78 SHLDR OFF=-7.00 EL=583.67 CATCH
OFF=-7.93
EL=583.21 SHLDR OFF=7.00 EL=583.88
CATCH
OFF=7.59
EL=584.18
ALIGNMENT "T"
STA 450+00
577
580
585
590
577
580
585
590
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=584.08 SHLDR OFF=-7.00 EL=583.98 CATCH
OFF=-8.33
EL=583.31 SHLDR OFF=7.00 EL=584.19
CATCH
OFF=7.19
EL=584.09
ALIGNMENT "T"
STA 450+50
577
580
585
590
577
580
585
590
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=585.47 SHLDR OFF=-7.00 EL=585.37 CATCH
OFF=-10.48
EL=583.62 SHLDR OFF=7.00 EL=585.58
CATCH
OFF=7.60
EL=585.88
ALIGNMENT "T"
STA 451+00
578
580
585
590
578
580
585
590
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=585.09 SHLDR OFF=-7.00 EL=584.99 CATCH
OFF=-10.10
EL=583.44 SHLDR OFF=7.00 EL=585.20
CATCH
OFF=8.00
EL=584.70
ALIGNMENT "T"
STA 451+50
578
580
585
590
578
580
585
590
-15 -10 -5 0 5 10 15 20 25 CL TRAIL EL=584.26 SHLDR OFF=-7.00 EL=584.15 CATCH
OFF=-8.27
EL=583.52 SHLDR OFF=7.00 EL=584.36
CATCH
OFF=7.23
EL=584.48
ALIGNMENT "T"
STA 452+00
580
585
590
595
580
585
590
595
-15 -10 -5 0 5 10 15 20 25 CL TRAIL EL=584.75 SHLDR OFF=-7.00 EL=584.64 CATCH
OFF=-8.75
EL=583.76 SHLDR OFF=7.00 EL=584.85
CATCH
OFF=11.86
EL=584.92 R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL RAIL CL RAIL CL R/W RAIL CL -1.50% 1.50%

50.00%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-50.00%
-1.50% 1.50%
-50.00%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50% 1.50%
Project
Client
Plot Date: 21 December 2022 - 6:37 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU
OG
FG
LEGEND

CROSS SECTIONS
STA 448+50 TO STA 452+00
1" = 5' C-813 89
C. PHELPS
C. PHELPS
E. FANSELAU
E. FANSELAU SEP 30, 2022

Page 380 of 895 ends

ALIGNMENT "T"
STA 452+50
580
585
590
595
580
585
590
595
-20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=585.24 SHLDR OFF=-7.00 EL=585.13 CATCH
OFF=-8.78
EL=584.24 SHLDR OFF=7.00 EL=585.34
CATCH
OFF=8.96
EL=585.37
ALIGNMENT "T"
STA 453+00
580
585
590
595
580
585
590
595
-20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=585.73 SHLDR OFF=-7.00 EL=585.63 CATCH
OFF=-8.79
EL=584.73 SHLDR OFF=7.00 EL=585.84
CATCH
OFF=7.25
EL=585.71
ALIGNMENT "T"
STA 453+50
580
585
590
595
580
585
590
595
-20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=586.23 SHLDR OFF=7.00 EL=586.33 CATCH
OFF=9.21
EL=585.23
ALIGNMENT "T"
STA 454+00
580
585
590
595
580
585
590
595
-20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=586.72 SHLDR OFF=-7.00 EL=586.83 CATCH
OFF=-7.43
EL=586.61 SHLDR OFF=7.00 EL=586.62
CATCH
OFF=8.63
EL=585.80
ALIGNMENT "T"
STA 454+50
580
585
590
595
580
585
590
595
-20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=587.16 SHLDR OFF=7.00 EL=587.06 CATCH
OFF=8.17
EL=586.48
ALIGNMENT "T"
STA 455+00
580
585
590
595
580
585
590
595
-20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=587.38 SHLDR OFF=-7.00 EL=587.49 CATCH
OFF=-7.14
EL=587.42 SHLDR OFF=7.00 EL=587.28
CATCH
OFF=8.26
EL=586.65
ALIGNMENT "T"
STA 455+50
580
585
590
595
580
585
590
595
-10 -5 0 5 10 15 20 25 30 CL TRAIL EL=587.17 SHLDR OFF=-7.00 EL=587.28 CATCH
OFF=-7.12
EL=587.34 SHLDR OFF=7.00 EL=587.07
CATCH
OFF=7.05
EL=587.09
ALIGNMENT "T"
STA 456+00
580
585
590
595
580
585
590
595
-10 -5 0 5 10 15 20 25 30 35 CL TRAIL EL=586.69 SHLDR OFF=-7.00 EL=586.79 CATCH
OFF=-8.45
EL=586.06 SHLDR OFF=7.00 EL=586.58
CATCH
OFF=7.42
EL=586.79 R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL -1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%

1.50% -1.50%

1.50% -1.50%
(E) HWY 101 SUPPORT COLUMN
Project
Client
Plot Date: 21 December 2022 - 6:37 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU
OG
FG
LEGEND

CROSS SECTIONS
STA 452+50 TO STA 456+00
1" = 5' C-814 90
C. PHELPS
C. PHELPS
E. FANSELAU
E. FANSELAU SEP 30, 2022

Page 381 of 895 ends

ALIGNMENT "T"
STA 456+50
580
585
590
595
580
585
590
595
-10 -5 0 5 10 15 20 25 30 35
ALIGNMENT "T"
STA 457+00
580
585
590
595
580
585
590
595
-15 -10 -5 0 5 10 15 20 25 30 CL TRAIL EL=586.66 SHLDR OFF=-7.00 EL=586.55 CATCH
OFF=-9.17
EL=585.46 SHLDR OFF=7.00 EL=586.76
CATCH
OFF=8.46
EL=586.03
ALIGNMENT "T"
STA 457+50
580
585
590
595
580
585
590
595
-20 -15 -10 -5 0 5 10 15 20 25 CL TRAIL EL=587.84 SHLDR OFF=-7.00 EL=587.73 CATCH
OFF=-13.66
EL=584.40 SHLDR OFF=7.00 EL=587.94
CATCH
OFF=11.71
EL=585.59
ALIGNMENT "T"
STA 458+00
580
585
590
595
580
585
590
595
-20 -15 -10 -5 0 5 10 15 20 25 CL TRAIL EL=588.09
ALIGNMENT "T"
STA 458+50
580
585
590
595
580
585
590
595
-20 -15 -10 -5 0 5 10 15 20 25 CL TRAIL EL=587.41 SHLDR OFF=-7.00 EL=587.30 CATCH
OFF=-11.43
EL=585.09 SHLDR OFF=7.00 EL=587.51
CATCH
OFF=11.93
EL=585.05
ALIGNMENT "T"
STA 459+00
580
585
590
595
580
585
590
595
-20 -15 -10 -5 0 5 10 15 20 25 CL TRAIL EL=586.60 SHLDR OFF=-7.00 EL=586.49 CATCH
OFF=-8.53
EL=585.73 SHLDR OFF=7.00 EL=586.70
CATCH
OFF=8.79
EL=585.80
ALIGNMENT "T"
STA 459+50
580
585
590
595
580
585
590
595
-20 -15 -10 -5 0 5 10 15 20 25 CL TRAIL EL=585.80 SHLDR OFF=-7.00 EL=585.69 CATCH
OFF=-7.49
EL=585.45 SHLDR OFF=7.00 EL=585.90
CATCH
OFF=7.16
EL=585.82
ALIGNMENT "T"
STA 460+00
580
585
590
595
580
585
590
595
-20 -15 -10 -5 0 5 10 15 20 25 CL TRAIL EL=586.91 SHLDR OFF=-7.00 EL=586.80 CATCH
OFF=-8.07
EL=586.27 SHLDR OFF=7.00 EL=587.01
CATCH
OFF=7.69
EL=586.67 R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL RAIL CL -1.50% 1.50%
-50.00%
-1.50% 1.50%
-50.00%
-1.50% 1.50%
-50.00%
-1.50% 1.50%
-50.00%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
Project
Client
Plot Date: 21 December 2022 - 6:37 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU
OG
FG
LEGEND

CROSS SECTIONS
STA 456+50 TO STA 460+00
1" = 5' C-815 91
C. PHELPS
C. PHELPS
E. FANSELAU
E. FANSELAU SEP 30, 2022

ADD ALTERNATIVE

Page 382 of 895 ends

ALIGNMENT "T"
STA 460+50
580
585
590
595
580
585
590
595
-20 -15 -10 -5 0 5 10 15 20 25 CL TRAIL EL=587.37 SHLDR OFF=-7.00 EL=587.27 CATCH
OFF=-7.22
EL=587.16 SHLDR OFF=7.00 EL=587.48
CATCH
OFF=7.50
EL=587.23
ALIGNMENT "T"
STA 461+00
580
585
590
595
580
585
590
595
-20 -15 -10 -5 0 5 10 15 20 25 CL TRAIL EL=587.83 SHLDR OFF=-7.00 EL=587.73 CATCH
OFF=-7.73
EL=587.36 SHLDR OFF=7.00 EL=587.94
CATCH
OFF=11.25
EL=585.81
ALIGNMENT "T"
STA 461+50
580
585
590
595
580
585
590
595
-20 -15 -10 -5 0 5 10 15 20 25 CL TRAIL EL=588.00 SHLDR OFF=-7.00 EL=587.89 CATCH
OFF=-7.44
EL=587.68 SHLDR OFF=7.00 EL=588.10
CATCH
OFF=11.43
EL=585.89
ALIGNMENT "T"
STA 462+00
580
585
590
595
580
585
590
595
-20 -15 -10 -5 0 5 10 15 20 25 CL TRAIL EL=587.72 SHLDR OFF=-7.00 EL=587.61 CATCH
OFF=-7.27
EL=587.48 SHLDR OFF=7.00 EL=587.82
CATCH
OFF=7.97
EL=587.34
ALIGNMENT "T"
STA 462+50
580
585
590
595
580
585
590
595
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=586.20 SHLDR OFF=-7.00 EL=586.09 CATCH
OFF=-7.79
EL=585.70 SHLDR OFF=7.00 EL=586.30
CATCH
OFF=8.26
EL=585.67
ALIGNMENT "T"
STA 463+00
580
585
590
595
580
585
590
595
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=586.11 SHLDR OFF=-7.00 EL=586.01 CATCH
OFF=-7.03
EL=586.02 SHLDR OFF=7.00 EL=586.22
CATCH
OFF=7.97
EL=585.73
ALIGNMENT "T"
STA 463+50
580
585
590
595
580
585
590
595
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=586.44 SHLDR OFF=-7.00 EL=586.33 CATCH
OFF=-7.32
EL=586.17 SHLDR OFF=7.00 EL=586.54
CATCH
OFF=8.49
EL=585.80
ALIGNMENT "T"
STA 464+00
580
585
590
595
580
585
590
595
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=586.40 SHLDR OFF=-7.00 EL=586.29 CATCH
OFF=-7.57
EL=586.01 SHLDR OFF=7.00 EL=586.50
CATCH
OFF=8.63
EL=585.69 R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL -1.50% 1.50%
-1.50% 1.50%
-50.00%
-1.50% 1.50%
-50.00%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
Project
Client
Plot Date: 21 December 2022 - 6:37 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU
OG
FG
LEGEND

CROSS SECTIONS
STA 460+50 TO STA 464+00
1" = 5' C-816 92
C. PHELPS
C. PHELPS
E. FANSELAU
E. FANSELAU SEP 30, 2022

ADD ALTERNATIVE

Page 383 of 895 ends

ALIGNMENT "T"
STA 464+50
580
585
590
595
580
585
590
595
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=586.27 SHLDR OFF=-7.00 EL=586.17 CATCH
OFF=-7.21
EL=586.06 SHLDR OFF=7.00 EL=586.38
CATCH
OFF=8.33
EL=585.72
ALIGNMENT "T"
STA 465+00
580
585
590
595
580
585
590
595
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=586.15 SHLDR OFF=-7.00 EL=586.04 CATCH
OFF=-7.22
EL=585.93 SHLDR OFF=7.00 EL=586.25
CATCH
OFF=8.50
EL=585.50
ALIGNMENT "T"
STA 465+50
580
585
590
595
580
585
590
595
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=586.02 SHLDR OFF=-7.00 EL=585.92 CATCH
OFF=-7.27
EL=585.78 SHLDR OFF=7.00 EL=586.13
CATCH
OFF=8.21
EL=585.52
ALIGNMENT "T"
STA 466+00
580
585
590
595
580
585
590
595
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=585.73 SHLDR OFF=-7.00 EL=585.62 CATCH
OFF=-7.19
EL=585.72 SHLDR OFF=7.00 EL=585.83
CATCH
OFF=7.39
EL=585.64
ALIGNMENT "T"
STA 466+50
580
585
590
595
580
585
590
595
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=585.40 SHLDR OFF=-7.00 EL=585.29 CATCH
OFF=-7.18
EL=585.38 SHLDR OFF=7.00 EL=585.50
CATCH
OFF=7.59
EL=585.20
ALIGNMENT "T"
STA 467+00
580
585
590
595
580
585
590
595
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=585.06 SHLDR OFF=-7.00 EL=584.96 CATCH
OFF=-17.20
EL=584.80 SHLDR OFF=7.00 EL=585.17
CATCH
OFF=7.10
EL=585.12
ALIGNMENT "T"
STA 467+50
580
585
590
595
580
585
590
595
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=585.20 SHLDR OFF=-7.00 EL=585.09 CATCH
OFF=-7.12
EL=585.03 SHLDR OFF=7.00 EL=585.30
CATCH
OFF=7.83
EL=584.89
ALIGNMENT "T"
STA 468+00
580
585
590
595
580
585
590
595
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=585.44 SHLDR OFF=-7.00 EL=585.33 CATCH
OFF=-7.28
EL=585.19 SHLDR OFF=7.00 EL=585.54
CATCH
OFF=7.75
EL=585.17 R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL -1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% -1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
Project
Client
Plot Date: 21 December 2022 - 6:37 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU
OG
FG
LEGEND

CROSS SECTIONS
STA 464+50 TO STA 468+00
1" = 5' C-817 93
C. PHELPS
C. PHELPS
E. FANSELAU
E. FANSELAU SEP 30, 2022

ADD ALTERNATIVE

Page 384 of 895 ends

ALIGNMENT "T"
STA 468+50
580
585
590
595
580
585
590
595
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=585.57 SHLDR OFF=-7.00 EL=585.46 CATCH
OFF=-7.37
EL=585.28 SHLDR OFF=7.00 EL=585.67
CATCH
OFF=7.89
EL=585.22
ALIGNMENT "T"
STA 469+00
580
585
590
595
580
585
590
595
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=585.46 SHLDR OFF=-7.00 EL=585.35 CATCH
OFF=-7.73
EL=584.99 SHLDR OFF=7.00 EL=585.56
CATCH
OFF=8.11
EL=585.01
ALIGNMENT "T"
STA 469+50
580
585
590
595
580
585
590
595
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=585.35 SHLDR OFF=-7.00 EL=585.24 CATCH
OFF=-7.58
EL=584.95 SHLDR OFF=7.00 EL=585.45
CATCH
OFF=8.08
EL=584.91
ALIGNMENT "T"
STA 470+00
580
585
590
595
580
585
590
595
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=585.24 SHLDR OFF=-7.00 EL=585.13 CATCH
OFF=-8.35
EL=584.46 SHLDR OFF=7.00 EL=585.34
CATCH
OFF=8.88
EL=584.40
ALIGNMENT "T"
STA 470+50
580
585
590
595
580
585
590
595
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=585.13 SHLDR OFF=-7.00 EL=585.02 CATCH
OFF=-8.48
EL=584.28 SHLDR OFF=7.00 EL=585.23
CATCH
OFF=8.49
EL=584.49
ALIGNMENT "T"
STA 471+00
580
585
590
595
580
585
590
595
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=585.02 SHLDR OFF=-7.00 EL=584.91 CATCH
OFF=-8.53
EL=584.15 SHLDR OFF=7.00 EL=585.12
CATCH
OFF=7.08
EL=585.16
ALIGNMENT "T"
STA 471+50
580
585
590
595
580
585
590
595
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=584.62 SHLDR OFF=-7.00 EL=584.52 CATCH
OFF=-8.44
EL=583.80 SHLDR OFF=7.00 EL=584.73
CATCH
OFF=8.92
EL=583.77
ALIGNMENT "T"
STA 472+00
578
580
585
590
578
580
585
590
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=584.23 SHLDR OFF=-7.00 EL=584.12 CATCH
OFF=-8.90
EL=583.17 SHLDR OFF=7.00 EL=584.33
CATCH
OFF=8.07
EL=583.80 R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL -1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
Project
Client
Plot Date: 21 December 2022 - 6:37 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU
OG
FG
LEGEND

CROSS SECTIONS
STA 468+50 TO STA 472+00
1" = 5' C-818 94
C. PHELPS
C. PHELPS
E. FANSELAU
E. FANSELAU SEP 30, 2022

ADD ALTERNATIVE

Page 385 of 895 ends

ALIGNMENT "T"
STA 472+50
578
580
585
590
578
580
585
590
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=583.83 SHLDR OFF=-7.00 EL=583.73 CATCH
OFF=-7.17
EL=583.64 SHLDR OFF=7.00 EL=583.94
CATCH
OFF=8.31
EL=583.28
ALIGNMENT "T"
STA 473+00
578
580
585
590
578
580
585
590
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=583.44 SHLDR OFF=-7.00 EL=583.33 CATCH
OFF=-7.25
EL=583.46 SHLDR OFF=7.00 EL=583.54
CATCH
OFF=8.01
EL=583.04
ALIGNMENT "T"
STA 473+50
578
580
585
590
578
580
585
590
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=583.04 SHLDR OFF=-7.00 EL=582.94 CATCH
OFF=-7.13
EL=583.00 SHLDR OFF=7.00 EL=583.15
CATCH
OFF=7.74
EL=582.78
ALIGNMENT "T"
STA 474+00
578
580
585
590
578
580
585
590
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=582.65 SHLDR OFF=-7.00 EL=582.55 CATCH
OFF=-7.14
EL=582.62 SHLDR OFF=7.00 EL=582.76
CATCH
OFF=7.26
EL=582.63
ALIGNMENT "T"
STA 474+50
578
580
585
590
578
580
585
590
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=582.26 SHLDR OFF=-7.00 EL=582.15 CATCH
OFF=-7.12
EL=582.09 SHLDR OFF=7.00 EL=582.36
CATCH
OFF=7.73
EL=582.00
ALIGNMENT "T"
STA 475+00
578
580
585
590
578
580
585
590
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=581.86 SHLDR OFF=-7.00 EL=581.76 CATCH
OFF=-7.24
EL=581.64 SHLDR OFF=7.00 EL=581.97
CATCH
OFF=7.43
EL=581.75
ALIGNMENT "T"
STA 475+50
578
580
585
590
578
580
585
590
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=581.47 SHLDR OFF=-7.00 EL=581.36 CATCH
OFF=-7.71
EL=581.72 SHLDR OFF=7.00 EL=581.57
CATCH
OFF=7.36
EL=581.75
ALIGNMENT "T"
STA 476+00
575
580
585
590
575
580
585
590
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=581.30 SHLDR OFF=-7.00 EL=581.20 CATCH
OFF=-7.54
EL=581.47 SHLDR OFF=7.00 EL=581.41
CATCH
OFF=7.63
EL=581.72 R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL -1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
-1.50% 1.50%
Project
Client
Plot Date: 21 December 2022 - 6:37 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
IA
ER I K D . FANSELAU
OG
FG
LEGEND

CROSS SECTIONS
STA 472+50 TO STA 476+00
1" = 5' C-819 95
C. PHELPS
C. PHELPS
E. FANSELAU
E. FANSELAU SEP 30, 2022

ADD ALTERNATIVE

Page 386 of 895 ends

ALIGNMENT "T"
STA 476+50
575
580
585
590
575
580
585
590
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=581.98 SHLDR OFF=-7.00 EL=581.87 CATCH
OFF=-8.03
EL=581.36 SHLDR OFF=7.00 EL=582.08
CATCH
OFF=7.17
EL=582.17
ALIGNMENT "T"
STA 477+00
575
580
585
590
575
580
585
590
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=582.65 SHLDR OFF=-7.00 EL=582.55 CATCH
OFF=-10.64
EL=580.73 SHLDR OFF=7.00 EL=582.76
CATCH
OFF=9.37
EL=581.57
ALIGNMENT "T"
STA 477+50
575
580
585
590
575
580
585
590
-25 -20 -15 -10 -5 0 5 10 15 20 CL TRAIL EL=582.15 SHLDR OFF=-7.00 EL=582.04 CATCH
OFF=-10.26
EL=580.41 SHLDR OFF=7.00 EL=582.25
CATCH
OFF=8.99
EL=581.26
ALIGNMENT "T"
STA 478+00
573
575
580
585
573
575
580
585
-25 -20 -15 -10 -5 0 5 10 15 20 R/W RAIL CL R/W RAIL CL R/W RAIL CL R/W RAIL CL -1.50% 1.50%
-50.00%
-1.50% 1.50%
-50.00% -1.50% 1.50%
Project
Client
Plot Date: 21 December 2022 - 6:37 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\RD\C3D\sheets\12557341-GHD-0000-TRL-RD-D801.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

C I V I L
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E. FANSELAU SEP 30, 2022

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Exempt from recording fees pursuant to Government Code Section 27383 ATTACHMENT “ 2”
Please return to:

CITY OF UKIAH
300 S eminary Avenue
Ukiah, California 95482-5400
(707) 463-6200
N o fee pursuant to G overnment Code 27383

NOTICE OF COMPLETION
NOTICE IS HEREBY GIVEN:

1. T hat the real property des cribed is owned by the following whose address is: City of U kiah, a M unicipal Corporation, 300 S eminary Avenue, U kiah, California 95482-5400.

2. T hat the nature of the title to the G reat R edwood T rail Phase 4, S pecification N o. 21-02 of all said owners is that of fee simple.

3. T hat on the 31st day of December, 2025, the Contract work for this project was actually completed.

4. T hat the name and addres s of the Contractor is G ranite Construction Company. PO Box 742478, Los Angeles, CA 900074-2478.

5. T hat the real property herein referred to is described as the specific street sections in Mendocino County, California within the U kiah City Lim its.

I hereby certify under penalty of perjury that the forgoing is true and correct:

City Council Approval CITY OF U K IA H, a M unicipal Corporation _________________ By: ____________________
Date K ristine Lawler, City Clerk Date
S tate of California
County of M endocino

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Agenda Item No: 8.l.

MEETING DATE/TIME: 1/21/2026

ITEM NO: 2026-57

AGENDA SUMMARY REPORT
SUBJECT: Approval of Professional Services Contract with EBA Engineering in the Amount of $75,811 for Environmental Monitoring and Reporting Services for the Ukiah Landfill and Approval of Corresponding Budget Amendment.

DEPARTMENT: Public Works PREPARED BY: Seth Strader, Public Works Management Analyst II PRESENTER: Tim Eriksen, Public Works Director/City Engineer ATTACHMENTS:

1. Cost Estimate for Environmental Monitoring and Reporting_01-15-25 Summary: Council will consider approval of a professional services contract with EBA Engineering in the amount of $75,811 for environmental monitoring and reporting services for the Ukiah Landfill and consider approval of a corresponding budget amendment.

Background: State regulators require the City to regularly monitor and report on conditions at the Ukiah Landfill. EBA Engineering has provided these monitoring and reporting services for the City since 2002 and is familiar with the site and its regulatory history. At Staff’s request, EBA Engineering submitted a cost proposal to continue routine landfill monitoring and reporting through June 30, 2026.

The landfill stopped accepting trash in the early 2000s, but it cannot be officially closed until a geo-engineered cap is constructed over the waste. Completing the cap requires extensive coordination and permits from State, Regional, and local regulatory agencies. Progress on closure was delayed for several years due to litigation, which also delayed final permitting and kept monitoring requirements in flux.

Now that the litigation has been resolved, Staff is working with EBA Engineering under a separate contract to finalize plans and specifications, complete permitting, and address the remaining requirements needed to officially close the landfill with regulatory agencies. Until permits are issued and construction of the cap is completed, monitoring and sampling requirements will continue to change. Once closure permits are approved, ongoing compliance requirements and costs are expected to stabilize, at which point the City can issue a competitive RFP for long-term monitoring services. In the interim, Staff believes EBA Engineering is best suited to continue this work due to their long-standing knowledge of the site and regulatory requirements.

Discussion: This agreement is for services starting in January through the end of the fiscal year, June 2026 (in June, Staff will bring a new contract to Council for approval for FY26/27). Staff is working to align the contract period for monitoring with the fiscal year to make the contract costs easier to budget.

EBA Engineering's proposal for this work is included in Attachment 1. EBA Engineering's proposed work includes environmental sampling, detection monitoring reports, landfill gas monitoring and reporting, state GeoTracker update, and surface emissions monitoring and reporting.

Staff requests that Council approve the contract with EBA Engineering for $75,811 and the corresponding budget amendment, which includes a contingency amount of 10% to allow Staff to respond to any regulatory changes between now and the end of the fiscal year.

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Recommended Action: Approve a professional services contract with EBA Engineering in the amount of $75,811 for environmental monitoring and reporting services for the Ukiah Landfill and approval of corresponding budget amendment.

BUDGET AMENDMENT REQUIRED: YES
CURRENT BUDGET AMOUNT: 70024500.52100: $456,369.25
PROPOSED BUDGET AMOUNT: 70024500.52100: $532,180.25
FINANCING SOURCE: Landfill Closure Funds
REVENUE: No GRANT: No
PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A
COORDINATED WITH: Tim Eriksen, Director of Public Works/City Engineer; Andrea Trincado, Project and Grants Administrator (Community Development Department); Jason Benson, Senior Engineer STRATEGIC PLAN (SP): N/A
CLIMATE INITIATIVES (CI): N/A
GENERAL PLAN ELEMENTS (GP):GP-A4 - Public Facilities, Services, and Infrastructure Element

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825 Sonoma Avenue, Suite C  Santa Rosa, California 95404 (707)544-0784  FAX (707)544-0866  www.ebagroup.com
November 11, 2025 (Revised January 15, 2025)
Tim Eriksen, PE
City of Ukiah – Department of Public Works
300 Seminary Avenue
Ukiah, CA 95482
SUBJECT: COST ESTIMATE FOR ENVIRONMENTAL MONITORING AND REPORTING

SERVICES

CITY OF UKIAH LANDFILL

MENDOCINO COUNTY, CALIFORNIA
EBA PROJECT NO. 02-958
Dear Mr. Eriksen:

At the request of the City of Ukiah Department of Public Works (City), EBA Engineering (EBA) has prepared this cost estimate proposal for the continuation of routine environmental monitoring and reporting services for the City of Ukiah Landfill (Landfill). EBA has performed portions of these services for the City since 2002 under a variety of contract amendments and work authorizations. EBA understands that the City prefers for future routine compliance monitoring and reporting services to be contracted on an annual basis coinciding with the fiscal year. In that regard, the following cost estimate proposal includes routine environmental monitoring and reporting services for the period of January 1, 2026 through June 30, 2026 (contract period). As previously discussed, a separate cost estimate proposal will be provided for the next fiscal year (July 1, 2026 through June 30, 2027).

SCOPE OF WORK
Task 1: Project Management and Project Coordination
Task 1 includes project management and project coordination associated with implementing the environmental compliance monitoring and reporting services described as Tasks 2 through 8 below.

Task 2: Environmental Sampling Events
Task 2 includes the performance of environmental sampling events for groundwater, surface water, and leachate. These events during the contract period will include: the First Quarter 2026 sampling event (Task 2a), the Second Quarter 2026 sampling event (Task 2b), and asneeded verification testing (Task 2c).

Assumptions: The estimated costs are based on the current Waste Discharge Requirements (WDR) and associated Monitoring and Reporting Program (M&RP), and it is assumed that a revised WDR and M&RP will not be issued during the contract period. Analytical testing costs are not included since it is assumed that all analytical testing services will be performed by the City’s contract laboratory (K Prime, Inc.). Task 2c (As-Needed Verification Testing) assumes Attachment 1

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that one verification sampling event will apply during the contract period. However, the need for verification testing is contingent on the future analytical results so it is possible that additional verification events may be required which would have additional costs.

Task 3: Detection Monitoring Reports
Task 3 includes the preparation of quarterly detection monitoring reports for First Quarter 2026 (Task 3a) and Second Quarter 2026 (Task 3b) for submittal to the North Coast Regional Water Quality Control Board (NCRWQCB).

Assumptions: Similar to Task 2, the estimated costs for Task 3 are based on the current WDR and M&RP. Additional costs may apply if the WDR and M&RP are revised during the contract period.

Task 4: Landfill Gas Monitoring and Reporting
Task 4 includes the performance of quarterly landfill gas (LFG) monitoring and preparation of quarterly reports during the contract period (i.e., First Quarter 2026 [Task 4a] and Second Quarter 2026 [Task 4b]) for submittal to the Local Enforcement Agency (LEA) and the California Department of Resources Recycling and Recovery (CalRecycle). Quarterly monitoring events will be performed in January and April 2026.

Assumptions: Task 4 does not include monthly LFG monitoring and reporting which is required by the Local Enforcement Agency (LEA) as part of the closure construction process. Monthly LFG monitoring is described below as Task 8.

Task 5: State GeoTracker Update
Task 5 includes the preparation and upload of applicable electronic data format (EDF) files to the State Water Resources Control Board’s GeoTracker internet database for data generated during the contract period (i.e., First Quarter 2026 [Task 5a] and Second Quarter 2026 [Task 5b]).

Task 6: Surface Emissions Monitoring
Task 6 includes the performance of surface emissions monitoring during the contract period which includes First Quarter 2026 (Task 6a) and Second Quarter 2026 (Task 6b). The need for verification testing, which is required 10 days following a documented methane surface exceedance and the subsequent implementation of mitigation measures by the City, is currently unknown since it is contingent on the future monitoring results. The estimated cost for verification testing (Task 6c) assumes that one verification testing event will be required per quarter (a total of two verification re-testing events are included).

Assumptions: Based on discussions with the California Air Resources Control Board (CARB), EBA understands that the proposed amendments to the Regulation on Methane Emissions from Municipal Solid Waste Landfills (California Code of Regulations, Title 17, Sections 95462 – 95475 and Appendix I) will not go into effect until Fourth Quarter 2026. As such, the estimated costs for Task 6 are based on current Title 17 requirements for surface emissions monitoring.

Additional costs may apply if the new requirements go into effect during the contract period.

Additionally, the estimated costs assume that CARB will approve the Alternative Compliance Option request for an alternate walking pattern. As previously discussed, the time required for

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verification testing (Task 6c) is unknown since the need for and the scope of any verification testing is contingent upon the future monitoring results. As such, Task 6c assumes that one verification testing event will be required during the contract period and that it will take one day to complete and be completed in one mobilization. Additionally, the regulations contain wind and precipitation thresholds for which the sampling must be performed under. Additional costs may apply if weather conditions require additional mobilizations and/or equipment rentals.

Task 7: Surface Emissions Reporting
Task 7 includes the preparation of associated reports documenting surface emissions monitoring that are required during the contract period for submittal to CARB and the Mendocino County Air Quality Management District (MCAQMD). These reports include the Annual Surface Emissions Report (Task 7b), which is due on March 15, and a Second Quarter 2026 Quarterly Surface Emissions Report (Task 7c). Task 7a includes regulatory coordination, meetings, and research, as well as preparation of a revised Alternative Compliance Option submittal to CARB as discussed during a January 13, 2026 meeting with CARB, the MCAQMD, the City and EBA. Task 7a also includes additional time (up to 10 hours) for coordination of mitigation actions required by the Landfill Methane Rule for instantaneous or integrated exceedances.

Assumptions: The scope of Task 7 is limited to reporting for the surface emissions monitoring described under Task 6 as well as efforts related to approval of a new ACO as discussed during the January 13, 2026 meeting. Landfill closure has not occurred and a LFG Collection and Control System (LFGCCS) has yet to be installed. As such, it is assumed that the various other annual reporting requirements outlined in Title 17 do not apply. It is assumed that the annual update to the LFG Heat Input Capacity Report will continue to be prepared by Lawrence and Associates and costs for this reporting component are not included within Task 7.

Task 8: Monthly Landfill Gas Monitoring and Reporting
Task 8 includes the performance of monthly LFG monitoring and reporting as requested by the LEA and CalRecycle as part of the Landfill’s closure construction process. These services are currently being performed under a one-year contract issued through March 2026 as authorized by Work Order number PO48788-00. It is assumed that monthly LFG monitoring for February 2026 and March 2026 will be billed to the existing Work Order number PO48788-00 which is effective through this time frame. The costs for monthly LFG monitoring and reporting for January 2026 and April 2026 are already included as part of the quarterly LFG monitoring and reporting services for First Quarter (Task 4a) and Second Quarter 2026 (Task 4b) which are required for documenting compliance with California Code of Regulations, Title 27, Section 20921. As such, Task 8 includes monthly LFG monitoring and reporting services for May 2026 (Task 8a) and June 2026 (Task 8b) only.

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COST ESTIMATE SUMMARY
Per the City’s request, these services will be performed on a time-and-materials basis not to exceed the following amounts without prior approval by the City. Please refer to the attached Cost Estimate Spreadsheet for additional details related to the formulation of the estimated costs.

Task 1: Project Management and Project Coordination $ 4,560.00 Task 1a – First Quarter 2026 $ 2,280.00
Task 1b – Second Quarter 2026 $ 2,280.00
Task 2: Environmental Sampling Events $14,597.00
Task 2a – First Quarter 2026 $ 6,568.00
Task 2b – Second Quarter 2026 $ 6,568.00
As-Needed Verification Testing $ 1,461.00
Task 3: Detection Monitoring Reports $13,200.00
Task 3a – First Quarter 2026 $ 6,660.00
Task 3b – Second Quarter 2026 $ 6,660.00
Task 4: Quarterly LFG Monitoring and Reporting $ 5,332.00 Task 4a – First Quarter 2026 $ 2,666.00
Task 4b – Second Quarter 2026 $ 2,666.00
Task 5: State GeoTracker Update $ 650.00
Task 5a – First Quarter 2026 $ 325.00
Task 5b – Second Quarter 2026 $ 325.00
Task 6: Surface Emissions Monitoring $16,360.00
Task 6a – First Quarter 2026 $ 6,036.00
Task 6b – Second Quarter 2026 $ 6,036.00
Task 6c – As-Needed Verification Testing $ 4,288.00
Task 7: Surface Emissions Reporting $15,780.00
Task 7a – Regulatory Coordination, Meetings, Research & ACO $10,580.00 Task 7b – First Quarter 2026 (Annual Reporting) $ 3,425.00 Task 7c – Second Quarter 2026 $ 1,775.00
Task 8: Monthly LFG Monitoring and Reporting $ 5,332.00 Task 8a – May 2026 $ 2,666.00
Task 8b – June 2026 $ 2,666.00
Total Estimated Cost $75,811.00

SCHEDULE
The Second Quarter 2026 Detection Monitoring Report (Task 3b) is due on July 15, 2026. As such, the requested contract term for the scope of work described herein is January 1st, 2026 through July 15, 2026.

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ASSUMPTIONS
For the purposes of developing the scope of work and the cost estimate, the following general assumptions were made:
• Prevailing wage rates do not apply for field work.
• No night, weekend, or holiday work is required.

CLOSING
We trust this provides the information you require at this time. If you have any comments or questions, please call us at (707) 544-0784.

Sincerely,

EBA ENGINEERING
Max Kruzic, PG, CHG, QSD
Senior Geologist

ATTACHED
Cost Estimate Spreadsheet
Standard Schedule of Rates and Fees

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Location: City of Ukiah Landfill
Client Name: City of UkiahEBA Project No. 02-958Date: November 11, 2025 (Revised January 15, 2026)Project Duration: January 1, 2026 to June 30, 2026 Project Manager / Project Geologist / Env. Scientist / Design Total EBA Materials ESTIMATED Task Senior Geologist Project Engineer Staff Geologist Drafter EBA Task Mileage & COSTS Misc.
$190.00 $160.00 $135.00 $125.00 Hours Total
Task 1: Project Management and Project Coordination 24 0 0 0 24 $ 4,560.00 $ - $ 4,560.00 Task 1a - First Quarter 2026 Project Management & Coordination 12 12 $ 2,280.00 $ 2,280.00 Task 1b - Second Quarter 2026 Project Management & Coordination 12 12 $ 2,280.00 $ 2,280.00 Task 2: Environmental Sampling Events 4 0 74 0 78 $ 12,020.00 $ 2,577.00 $ 14,597.00 Task 2a - First Quarter 2026 Environmental Sampling Event 2 37 39 $ 5,375.00 $ 1,193.00 $ 6,568.00 Task 2b - Second Quarter 2026 Environmental Sampling Event 2 37 39 $ 5,375.00 $ 1,193.00 $ 6,568.00 Task 2c - As-Needed Verification Testing (assume one verification event in contract period) 1 8 9 $ 1,270.00 $ 191.00 $ 1,461.00Task 3: Detection Monitoring Reports 12 0 60 6 78 $ 11,130.00 $ 2,070.00 $ 13,200.00 Task 3a - First Quarter 2026 Detection Monitoring Report 6 30 3 39 $ 5,565.00 $ 1,035.00 $ 6,600.00 Task 3b - Second Quarter 2026 Detection Monitoring Report 6 30 3 39 $ 5,565.00 $ 1,035.00 $ 6,600.00 Task 4: Quarterly LFG Monitoring and Reporting 4 12 16 0 32 $ 4,840.00 $ 492.00 $ 5,332.00 Task 4a - First Quarter 2026 LFG Monitoring & Reporting 2 6 8 16 $ 2,420.00 $ 246.00 $ 2,666.00 Task 4b - Second Quarter 2026 LFG Monitoring & Reporting 2 6 8 16 $ 2,420.00 $ 246.00 $ 2,666.00 Task 5: State GeoTracker Update 2 0 2 0 4 $ 650.00 $ - $ 650.00 Task 5a - First Quarter 2026 State GeoTracker Update 1 1 2 $ 325.00 $ 325.00 Task 5b - Second Quarter 2026 State GeoTracker Update 1 1 2 $ 325.00 $ 325.00Task 6: Surface Emissions Monitoring 6 0 88 0 94 $ 13,020.00 $ 3,340.00 $ 16,360.00 Task 6a - First Quarter 2026 Surface Emissions Monitoring 2 32 34 $ 4,700.00 $ 1,336.00 $ 6,036.00 Task 6b - Second Quarter 2026 Surface Emissions Monitoring 2 32 34 $ 4,700.00 $ 1,336.00 $ 6,036.00 Task 6c - As-Needed Verification Testing (assume one verification per quarter) 2 24 26 $ 3,620.00 $ 668.00 $ 4,288.00Task 7: Surface Emissions Reporting 59 0 32 2 93 $ 15,780.00 $ - $ 15,780.00 Task 7a - Regulatory Coordination, Meetings, Research and ACO 50 8 58 $ 10,580.00 $ 10,580.00 Task 7b - First Quarter 2026 Surface Emissions Reporting (Annual Report) 6 16 1 23 $ 3,425.00 $ 3,425.00 Task 7c - Second Quarter 2026 Surface Emissions Reporting 3 8 1 12 $ 1,775.00 $ 1,775.00Task 8: Monthly LFG Monitoring and Reporting 4 12 16 0 32 $ 4,840.00 $ 492.00 $ 5,332.00 Task 8a - May 2026 Monthly LFG Monitoring & Reporting 2 6 8 16 $ 2,420.00 $ 246.00 $ 2,666.00 Task 8b - June 2026 Monthly LFG Monitoring & Reporting 2 6 8 016 2 $ ,420.00 $ 246.00 $ 2,666.00 TOTAL: 115 24 288 8 435 $ 66,840.00 $ 8,971.00 $ 75,811.00 Cost Breakdown Spreadsheet - City of Ukiah Monitoring & Reporting Services

TOTALS LABOR

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EBA ENGINEERING

STANDARD SCHEDULE OF FEES
2024 2025 2026 2027 2028
Principal Geologist / Principal Engineer $230 - $250 $240 - $260 $250 – $270 $260 - $280 $270 - $290 / hr.

Project Manager $160 - $210 $165 - $220 $170 - $230 $180 - $240 $190 - $250 / hr.

Senior Geologist / Senior Engineer $150 - $190 $155 - $195 $160 - $200 $170 - $210 $180 - $220 / hr.

Senior Project Geologist / Engineer $140 - $170 $145 - $175 $150 - $180 $160 - $190 $170 - $200 / hr.

Project Geologist / Project Engineer $135 - $170 $140 - $175 $145 - $180 $155 - $190 $165 - $200 / hr.

Staff Geologist / Staff Engineer $100 - $135 $105 - $140 $110 - $145 $120 - $155 $130 - $165 / hr.

CEQA Practitioner $150 $155 $160 $170 $180 / hr.

Survey: 3 Man Crew $380 $395 $410 $420 $430 / hr.

Survey: 2 Man Crew $300 $310 $320 $330 $340 / hr.

Survey Travel: 2 Man Crew $200 $210 $220 $230 $240 / hr.

Survey: 1 Man Crew $190 $195 $200 $210 $220 / hr.

Surveyor $175 - $200 $180 - $210 $185 - $220 $190 - $230 $195 - $240 Senior Survey Technician $130 - $150 $135 - $155 $140 - 160 $150 - $170 $160 - $180 / hr.

Survey Technician $90 - $125 $95 - $130 $100 - $135 $110 - $145 $120 - $155 / hr.

Senior Environmental Scientist / Specialist $130 - $175 $135 - $180 $140 - $185 $150 - $195 $160 - $200 / hr.

Environmental Scientist / Specialist $75 - $125 $80 - $130 $85 - $135 $95 - $145 $105 - $155 / hr.

Design Draftsperson $115 - $135 $120 - $140 $125 - $145 $135 - $155 $145 - $165 / hr.

Drafting Technician $95 - $115 $100 - $160 $105 - $165 $115 - $175 $125 - $185 / hr.

Clerical $65 $70 $75 $85 $95 / hr.

Administrative $70 $75 $80 $90 $100 / hr.

Systems Manager $80 $85 $90 $100 $110 / hr.

Depositions or Court Proceedings: 200% of usual rates
Subconsultants: Cost plus 15% Prints and Materials: Cost plus 15% Miscellaneous Expenses: Cost plus 15% Prevailing wage rates may be adjusted based on DIR wage determinations. Rates effective January 2024 through December 2028.

Fees may increase between 3% - 5% upon the start of each new fiscal year.

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Agenda Item No: 8.m.

MEETING DATE/TIME: 1/21/2026

ITEM NO: 2026-61

AGENDA SUMMARY REPORT
SUBJECT: Approval of Contract Amendment with Ukiah Waste Solutions for Biosolids Removal at the Wastewater Treatment Plant.

DEPARTMENT: Public Works PREPARED BY: Myles Fisette, Purchasing Manager PRESENTER: Jared Walker, Director of Water Resources
ATTACHMENTS:

1. Original Agreement

2. Amendment 9
Summary: Council will consider approving a contract amendment with Ukiah Waste Solutions for Biosolids Removal at the Wastewater Treatment Plant.

Background: The City of Ukiah’s Wastewater Treatment Plant treats and processes approximately 1,700 tons of biosolids annually. Biosolids produced at the Wastewater Treatment Plant are treated to meet Class “B” requirements per EPA 40 CFR, 503. Biosolids are dewatered on a screw press with solids content of 18% or greater. Biosolid hauling services consist of leaving a trailer or drop box at the treatment plant to allow loading at Staff’s convenience. When the container is full, the contractor is called to remove and route the biosolids to an accepted, pre-approved disposal site.

On December 16, 2015, Council approved a two-year contract (Attachment 1) with Ukiah Waste Solutions for biosolid hauling services, with a term of January 1, 2016, to December 31, 2017. Per the contract, the price per ton during this initial term was to be $48.00.

Discussion: Since the original expiration of the contract on December 31, 20217, an amendment has been requested annually by Staff and approved by the City Council to adjust the price per ton and to extend the term of the agreement. The last amendment, Amendment #8, was approved by the City Council on February 5, 2025, extending the term to December 31, 2025, at a price per ton of $92.24.

Staff is requesting Council approve the amendment to the existing contract for one additional year, increasing the cost from $92.24 to $96.43 per ton. Please see Attachment 2 for a copy of the proposed Amendment 9.

Recommended Action: Approve contract amendment with Ukiah Waste Solutions for Biosolids Removal at the Wastewater Treatment Plant.

BUDGET AMENDMENT REQUIRED: No
CURRENT BUDGET AMOUNT: 84027225.52100: $232,855
PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: N/A
REVENUE: No GRANT: No
PREVIOUS CONTRACT/PURCHASE ORDER NO.:1516143
COORDINATED WITH: Seth Strader, Management Analyst
STRATEGIC PLAN (SP): N/A
CLIMATE INITIATIVES (CI): N/A

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GENERAL PLAN ELEMENTS (GP):A5 - Environment and Sustainability Element

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ATTACHMENT 1

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COU No. 1516-143-A9

CITY OF UKIAH
AMENDMENT NO. 9
TO
CONTRACT 1516-143

BETWEEN
UKIAH WASTE SOLUTIONS and THE CITY OF UKIAH
This Amendment No. 9 entered on TBD, 2026, revises the Contract for Biosolid removal dated December 30, 2015 between the City of Ukiah and Ukiah Waste Solutions, as follows.

1. Contract price: Unit price will be revised from $92.24 per ton to $96.43 per ton.

2. Contract Term: Contract term has been extended to December 31, 2026.

Except as expressly amended by this Amendment, all other terms remain unchanged and in full force and effect.

IN WITNESS WHEREOF, THE PARTIES HAVE EXECUTED THIS
AMENDMENT ON THE EFFECTIVE DATE:

UKIAH WASTE SOLUTIONS
BY: DATE:

PRINT NAME:

CITY OF UKIAH
BY: DATE:

SAGE SANGIACOMO, CITY MANAGER
ATTEST
BY: DATE:

KRISTINE LAWLER
Draft
, CITY CLERK
Attachment 2

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Agenda Item No: 8.n.

MEETING DATE/TIME: 1/21/2026

ITEM NO: 2026-63

AGENDA SUMMARY REPORT
SUBJECT: Notification of a Purchase from Pelham Paramedic School for Paramedic Training of Five Ukiah Valley Fire Authority (UVFA) Team Members in the Amount of $106,500.

DEPARTMENT: Fire PREPARED BY: Eric Singleton, Battalion Chief PRESENTER: Eric Singleton, Battalion Chief
ATTACHMENTS:

1. Pelham Program Brochure

2. Pelham Paramedic School Invoices
Summary: Council will receive notification of the purchase from Pelham Paramedic School for paramedic training of five Ukiah Valley Fire Authority (UVFA) team members in the amount of $106,500.

Background: The Ukiah Valley Fire Authority (UVFA) provides Advanced Life Support (ALS) services on all full-time staffed apparatus through the deployment of certified paramedics. This capability enhances our service delivery to the Ukiah Valley community. In accordance with Coastal Valleys Emergency Medical Services Agency regulations, as ALS response requires the presence of a paramedic on scene.

UVFA has experienced long-term shortages of paramedics, resulting in increased overtime to sustain adequate ALS coverage. To address this ongoing issue, the City began sending personnel to Pelham Training University’s accelerated paramedic program two years ago. Since that time, four team members have completed the program and returned as certified paramedics, increasing staffing capacity and demonstrating the effectiveness of this approach.

Emergency medical service agencies across the United States are facing a severe shortage of paramedics and Emergency Medical Technicians (EMTs). UVFA’s recruitment challenges are further compounded by Mendocino County’s rural setting.

Discussion: Traditional paramedic programs usually take 18 to 24 months to finish, which extends the period needing overtime and backfill staffing. In contrast, Pelham Paramedic’s faster five-month program lets UVFA train paramedics more quickly, cutting down on overtime impacts and filling vacancies faster, all while still meeting required certification standards.

Sending five additional UVFA team members to this program, at a cost of $106,500 (about $21,300 per participant), will reduce training timelines, help limit overtime expenses, and speed up the availability of paramedics. The purchase has already been approved within the current budget. The selected team members started the program on January 03, 2026, and are expected to return as certified paramedics by June 2026. Upon return, they will complete required field training and supervised responses.

The successful outcomes from previous cohorts show that graduates of the Pelham program come back as skilled and committed paramedics, providing essential services to the Ukiah Valley community, increasing staffing flexibility, and supporting ongoing service delivery.

To protect this investment, each participant must sign a Paramedic Academy Training Expense

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Reimbursement Agreement. According to this agreement, if a member voluntarily leaves service before completing three years as a UVFA paramedic, they are required to reimburse UVFA either fully or proportionally for their training costs. The policy establishes a repayment schedule: leaving before one year requires full repayment; leaving after one year but before two years requires repayment of two-thirds of the cost; and leaving after two years but before three years requires repayment of one-third. After three years of service, no repayment is needed. This agreement ensures that employees benefiting from this City-funded training either commit to serving the community for at least three years or repay the investment, thus safeguarding our investment in the city.

Attachment 1 offers a brochure-style overview of Pelham’s training modules and program. Attachment 2 includes the invoices totaling $106,500 for tuition and housing costs for the five participants.

Staff recommends that the City Council receive this notification of the purchase from Pelham Paramedic, and requests Council's continued support of accelerated training options that assist UVFA in meeting staffing needs, managing overtime costs, and maintaining high quality emergency medical services for our community.

Recommended Action: Receive notification of purchase from Pelham Paramedic School for paramedic training of five Ukiah Valley Fire Authority (UVFA) team members in the amount of $106,500.

BUDGET AMENDMENT REQUIRED: No
CURRENT BUDGET AMOUNT: 71021150.57100 $380,000
PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: Ambulance Fund
REVENUE: No GRANT: No
PREVIOUS CONTRACT/PURCHASE ORDER NO.: Purchase Order 48952 COORDINATED WITH: Doug Hutchison, Fire Chief
STRATEGIC PLAN (SP): SP-1B: Provide services that support a high quality of life for all residents; CLIMATE INITIATIVES (CI): N/A
GENERAL PLAN ELEMENTS (GP): GP-A4: Public Facilities, Services and Infrastructure Element.

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Attachment #1

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Pelham Paramedic Program Brochure Cover
Pelham Paramedic Program Overview
Advance your career with Pelham Training’s Paramedic Program Pelham Training, based in Bloomfield, Indiana, is recognized as a leading provider of emergency medical education. This accelerated paramedic program draws on more than a decade of experience training students from across the world and is built around the rigor and discipline of military and fire-department training courses.

Key Features
• Course length: Approximately 17 weeks【189095711998328†L45-L47】, allowing students to become fully certified paramedics in a fraction of the time required by traditional programs.
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For more information, visit pelhamtraining.com/paramedic-program.

Page 413 of 895 ends

INVOICE

PELHAM SPECIALTY TRAINING
687 S US HWY 231
Bloomfield, IN 47424
[email protected]
+1 (812) 325-9830
pelhamtraining.com
Bill to
Ukiah Valley Fire Authority
Invoice details
Invoice no.: 1927
Terms: Net 30
Invoice date: 12/23/2025
Due date: 01/05/2026
# Date Product or service Description Qty Rate Amount

1. Accelerated Paramedic Course 1 $13,500.00 $13,500.00

2. Accelerated Paramedic Course
Housing
1 $7,800.00 $7,800.00
Ways to pay
Note to customer

EMMA NIEFORTH
View and pay
Total $21,300.00
Attachment #2

Page 414 of 895 ends

INVOICE

PELHAM SPECIALTY TRAINING
687 S US HWY 231
Bloomfield, IN 47424
[email protected]
+1 (812) 325-9830
pelhamtraining.com
Bill to
Ukiah Valley Fire Authority
Invoice details
Invoice no.: 1926
Terms: Net 30
Invoice date: 12/23/2025
Due date: 01/05/2026
# Date Product or service Description Qty Rate Amount

1. Accelerated Paramedic Course 1 $13,500.00 $13,500.00

2. Accelerated Paramedic Course
Housing
1 $7,800.00 $7,800.00
Ways to pay
Note to customer

ADRIAN GARAY
View and pay
Total $21,300.00

Page 415 of 895 ends

INVOICE

PELHAM SPECIALTY TRAINING
687 S US HWY 231
Bloomfield, IN 47424
[email protected]
+1 (812) 325-9830
pelhamtraining.com
Bill to
Ukiah Valley Fire Authority
Invoice details
Invoice no.: 1925
Terms: Net 30
Invoice date: 12/23/2025
Due date: 01/05/2026
# Date Product or service Description Qty Rate Amount

1. Accelerated Paramedic Course 1 $13,500.00 $13,500.00

2. Accelerated Paramedic Course
Housing
1 $7,800.00 $7,800.00
Ways to pay
Note to customer

JASON BLACK
View and pay
Total $21,300.00

Page 416 of 895 ends

INVOICE

PELHAM SPECIALTY TRAINING
687 S US HWY 231
Bloomfield, IN 47424
[email protected]
+1 (812) 325-9830
pelhamtraining.com
Bill to
Ukiah Valley Fire Authority
Invoice details
Invoice no.: 1915
Terms: Net 30
Invoice date: 12/15/2025
Due date: 01/05/2026
# Date Product or service Description Qty Rate Amount

1. Accelerated Paramedic Course 1 $13,500.00 $13,500.00

2. Accelerated Paramedic Course
Housing
1 $7,800.00 $7,800.00
Ways to pay
Note to customer

JAVIER RIVAS CASTRO
View and pay
Total $21,300.00

Page 417 of 895 ends

INVOICE

PELHAM SPECIALTY TRAINING
687 S US HWY 231
Bloomfield, IN 47424
[email protected]
+1 (812) 325-9830
pelhamtraining.com
Bill to
Ukiah Valley Fire Authority
Invoice details
Invoice no.: 1924
Terms: Net 30
Invoice date: 12/23/2025
Due date: 01/05/2026
# Date Product or service Description Qty Rate Amount

1. Accelerated Paramedic Course 1 $13,500.00 $13,500.00

2. Accelerated Paramedic Course
Housing
1 $7,800.00 $7,800.00
Ways to pay
Note to customer

SHEANNON MCCOLLEY
View and pay
Total $21,300.00

Page 418 of 895 ends

Page 1 of 3 ends

Agenda Item No: 8.o.

MEETING DATE/TIME: 1/21/2026

ITEM NO: 2026-66

AGENDA SUMMARY REPORT
SUBJECT: Review and Accept the Annual Development Impact Fee Report for Fiscal Year 2024-25.

DEPARTMENT: Finance PREPARED BY: Oliver MacDonald, Senior Accountant PRESENTER: Consent Calendar
ATTACHMENTS:

1. Annual DIF Report 2025
Summary: Council will review and accept the Annual Development Impact Fee Report for Fiscal Year 2024-

25. Background: The California Mitigation Fee Act (AB 1600) mandates that local agencies provide an annual report on development impact fees (DIFs) within 180 days of the fiscal year-end to ensure accountability and transparency in the use of such fees. The City of Ukiah’s report for Fiscal Year 2024-25 provides a comprehensive summary of DIF revenues, expenditures, and fund balances. The purpose is to demonstrate the appropriate collection, allocation, and use of DIF funds for public facilities and infrastructure necessitated by new development. This report also identifies the public improvements funded by DIFs and ensures compliance with applicable legal requirements.

The City of Ukiah collects and tracks DIFs in separate funds to ensure proper allocation for specific purposes, including park development, water and sewer connections, and fire protection infrastructure. This year’s report (Attachment 1) also includes compliance with Section 66013 for water and wastewater capacity charges.

Discussion: Development Impact Fees Overview
The DIFs collected in FY 2024-25 funded various infrastructure projects and public improvements, ensuring the City maintains service levels as the community grows. The following funds were addressed:

1. Park Development Fund (300)
• Fund balance grew by $3,938, with no planned capital projects in FY 2025-26

2. Water Connection Fee Fund (822)
• Expenditures of $302,663 on the Municipal Well Project.

3. Sewer Connection Fee Fund (843)
• Fund balance grew by $232,951, with no planned capital projects in FY 2025-26.

4. Fire Impact Fee Fund (918)

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• Expenditures of $25,000 on the Command/Chief Vehicle
• A $29,600 interfund loan payment was made for the Fire Station Mortgage on Lovers Lane.

Financial Summary
Beginning Fund Balances (FY 2023-24):
• Total of $(947,652) across all funds, excluding interfund liabilities.

Ending Fund Balances (FY 2023-24):
• Total of $(547,887) across all funds.

Planned Improvements for FY 2025-26

1. Water Connection Fee Fund:
• Municipal Well Project ($590,599)

2. No planned expenditures for the Sewer Connection Fee Fund or Park Development Fund in FY 2024-25.

Note: Water expansion fees were exhausted from capital projects and were subsidized by other water capital project funds. This resulted in a deficit balance of available resources. Planned improvements will also require subsidy from other water capital improvement funds. Future connection fees will replenish this fund.

Interfund Transfers and Loans
An interfund loan of $255,188 for the Lovers Lane Fire Station was previously authorized. The FY 2024-25 repayment of $22,990 in principal and $6,611 in interest demonstrates adherence to the repayment schedule with a 3.022% interest rate.

Compliance and Transparency
The City remains compliant with AB 1600 by providing the required information for each fund, including fee types, fund balances, and detailed expenditures. Additionally, no refunds were issued, and all fees were allocated for their intended purposes.

Fiscal Impact
The Annual Development Impact Fee Report demonstrates that all DIF revenues and expenditures align with legal requirements and the City’s capital improvement goals. Acceptance of this report has no direct fiscal impact but provides transparent information for future budgeting and planning.

Staff requests Council review and accept the Annual Development Impact Fee Report for Fiscal Year 2024-

25. Recommended Action: Review and accept the Annual Development Impact Fee Report for Fiscal Year 2024-25.

BUDGET AMENDMENT REQUIRED: No

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CURRENT BUDGET AMOUNT: N/A
PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: N/A
REVENUE: No GRANT: No
PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A
COORDINATED WITH: Finance Department
STRATEGIC PLAN (SP):N/A
CLIMATE INITIATIVES (CI): N/A
GENERAL PLAN ELEMENTS (GP):N/A

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Attachment 1

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Agenda Item No: 12.a.

MEETING DATE/TIME: 1/21/2026

ITEM NO: 2025-1426

AGENDA SUMMARY REPORT
SUBJECT: Consideration of Approval of a Demolition Permit for Two Structures Over 50 Years Old at 101 and 105 South Main Street; Permit No. PA25-000021, File No. 25-000926.

DEPARTMENT: Community
Development PREPARED BY: Katherine Schaefers, Planning Manager PRESENTER: Katherine Schaefers, Planning Manager
ATTACHMENTS:

1. Ukiah City Code Section 3016

2. Final ISMND (2022)

3. Stamped Metal Siding Panel Evaluation (2023)

4. Draft Addendum

5. Draft Findings

6. Draft Resolution

7. 12a Correspondence Received - Julie McGovern

8. 12a Correspondence Received - Ramon Jimenez

9. 12a Correspondence Received - Linda Chapman

10. 12a Correspondence Received - Zachary Schat

11. 12a Correspondence Received - Jim Mayfield

12. 12a Correspondence Received - Markus Pfitzner

13. 12a Correspondence Received - Jason Morse

14. 12a Correspondence Received - Applicant Statement Regarding Original ISMND Mitigation Measures

15. 12a Correspondence Received - Dennis Crean

16. 12a Correspondence Received - Michelle Goodman

17. 12a Correspondence Received - Mark De Meulenaere

18. 12a Correspondence Received - Pinky Kushner 1

19. 12a Correspondence Received - Pinky Kushner 2

20. 12a Correspondence Received - John Strangio

21. 12a Correspondence Received - Stephanie Swain

22. 12a Correspondence Received - Roberta Lentz

23. 12a Correspondence Received - Thomas M. Herman

24. 12a Correspondence Received - Katrina Kessen

25. Presentation Given
Summary: City Council will consider approval of a Demolition Permit for two structures over 50 years old at 101 and 105 South Main Street; Permit No. PA25-000021, File No. 25-000926.

Background: On November 7, 2025, a Demolition Permit application was received from the property owner, the Mendocino-Lake Community College District (MLCCD), to demolish two buildings located at 101 and 105 South Main Street (APN 002-231-01).

The buildings are situated on a ±0.48-acre parcel at the southeast corner of South Main Street and Perkins Street, within the Urban Center (UC) zoning district and designated Commercial (C) by the City’s General Plan. The building at 101 South Main Street, formerly occupied by the Dragon’s Lair retail store, was

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constructed in 1921. The building at 105 South Main Street, which most recently operated as Tom’s Glass repair service, was constructed in 1947.

The original Demolition Permit applications (File Nos. 21-6155 and 21-6623) were submitted on October 28, 2021, by Redwood Credit Union (RCU), the previous property owner. Following review, the City Council considered the Demolition Review Committee’s (DRC) recommendation to authorize issuance of the Demolition Permit for both properties and to approve the Initial Study and Mitigated Negative Declaration (ISMND) (State Clearinghouse No. 2022030389), dated April 25, 2022.

At the May 18, 2022, City Council meeting, the Council determined that the building at 105 South Main Street does not possess historical significance under Ukiah City Code (UCC) Section 3016 (Attachment 1) and that the Demolition Permit for that structure could therefore be issued upon review and approval by the Building Official. Consistent with the ISMND’s findings, the cultural resource mitigation measures adopted for the project apply solely to the 101 South Main Street building.

With respect to the 101 South Main Street building, the Council also determined during the May 18th meeting that the structure meets the definition of a local historic resource under UCC Section 3016(e) based on two specific criteria:

1. The building possesses a special or particular quality as the last surviving example of its type, characterized by its pressed-metal cladding; and

2. It exemplifies or reflects special elements of the City’s cultural and economic history as the only remaining structure representing how the block functioned as a service hub for agricultural commerce following the 1917 fire reconstruction period.

Further details regarding these determinations are provided in the Summary of Findings and Cultural Resources sections of the ISMND, as updated to reflect the City Council’s actions of May 4 and May 18, 2022.

The Final ISMND, containing the Historic Resource Evaluation for 101 South Main Street, are included as Attachment 1. The ISMND concluded that demolition impacts to cultural resources would be less than significant with implementation of the adopted mitigation measures.

Mitigation Measure CUL-2, adopted with the ISMND, restricted demolition of 101 South Main Street until an approved redevelopment proposal was in place and required salvaging and incorporating portions of the pressed-metal siding into the new project design. To assist with implementation of this mitigation, a Stamped Metal Siding Panel Evaluation was conducted on January 17, 2023 (Attachment 2). Representatives from Redwood Credit Union, Western Builders, and AXIA Architects assessed the existing stamped metal siding panels to determine their quality and suitability for salvage. Each panel was graded, and group observations were recorded via mark-ups for each exterior elevation. The evaluation provided a clear basis for identifying panels appropriate for reuse in the future development project. RCU subsequently sold the property without pursuing demolition of either structure. The site was acquired by the Mendocino-Lake Community College District (MLCCD) in February 2025.

The District is currently exploring funding, including applying for grants through the California Community College Affordable Student Housing Construction Program, which mandates that applications are evaluated based on metrics including "Project readiness to begin construction". This requirement necessitates that the site be demonstrably "shovel ready," meaning demolition must be completed before MLCCD can secure final funding and commence design/construction approval. Furthermore, future project construction is likely to be reviewed by the Division of the State Architect (DSA), which reduces the City’s discretionary authority over future design elements tied to a site development permit.

Discussion: The current request before the City Council is limited to consideration of a Draft Addendum to the previously adopted 2022 ISMND (Attachment 3) and whether demolition of the two structures may proceed subject to revised mitigation measures that remain feasible and enforceable. No new demolition activity beyond what was analyzed in the 2022 ISMND is proposed, and no redevelopment project is being considered

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at this time.

Pursuant to CEQA Guidelines Section 15164, an addendum may be prepared when minor technical changes or additions are necessary and none of the conditions described in CEQA Guidelines Sections 15162 or 15163 are present. Staff has prepared a Draft Addendum (Attachment 4) to address the feasibility of Mitigation Measure CUL-2, which restricted demolition of the 101 South Main Street building until an approved redevelopment proposal was in place.

Due to the change in ownership and anticipated future jurisdictional review by the Division of the State Architect, that timing condition is no longer feasible as written and would not ensure enforceable mitigation over time. The Draft Addendum concludes that the proposed revisions constitute minor technical changes to the mitigation program and do not result in new significant environmental impacts or an increase in the severity of previously identified impacts. The scope of demolition remains unchanged from that analyzed in the 2022 ISMND.

Demolition Review Committee (DRC) Recommendation
The DRC reviewed the Draft Addendum and the request for demolition approval at its meeting on November 20, 2025. The Committee affirmed the historic status of 101 South Main Street, which procedurally required a finding for denial under UCC Section 3016(f). However, the DRC recognized the need to provide a basis for the City Council to approve the demolition, subject to revised and enforceable mitigation measures.

The DRC ultimately agreed to recommend the strengthening of the proposed mitigation measures (CUL-2 and CUL-3) found in the Draft Addendum.

DRC Findings and Required Modifications to Mitigation Measures The DRC recommended the following modifications to the mitigation measures:

1. CUL-2: The original draft proposed incorporating a minimum of 250 square feet of salvaged or visually similar new siding, based on the quantity determined to be salvageable (Grades B and C). The DRC recommended increasing this quantitative requirement to a minimum of 850 square feet of salvaged or visually similar new pressed metal siding. This increase establishes a firm benchmark for visual preservation, aligning with the 850 square feet figure previously established and approved for the prior applicant's Major Site Development Permit design on July 19, 2023, ensuring a meaningful commitment to honor the building's stamped metal siding historic element.

2. CUL-1 and CUL-3: The DRC recommended striking all language requiring consultation with the Mendocino County Historical Society from both the photo documentation (CUL-1) and the interpretive signage requirements (CUL-3), to streamline final compliance with City staff and reduce reliance on a non-formal advisory body in certifying mitigation prior to project occupancy.

3. CUL-3: This measure remains, requiring the installation of a public-facing mural and durable interpretive signage that reflects the site’s historical significance, secured by a 20-year maintenance agreement recorded prior to occupancy.

The DRC found that, while the historic status of 101 South Main Street requires a procedural recommendation for denial pursuant to Ukiah City Code Section 3016 (See 3016F in Attachment 1), the revised and strengthened mitigation measures included in the Addendum successfully reduce the significant environmental impact of the demolition to a less-than-significant level.

Staff Recommendation
Accordingly, as further detailed in Attachment 5 (Draft Findings) and Attachment 6 (Draft Resolution), Staff recommends that the City Council approve the Demolition Permit (Permit No. PA25-000021) for 101 and 105 South Main Street.

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Recommended Action: Approve the Demolition Permit for two structures over 50 years old at 101 and 105 South Main Street; Permit No. PA25-000021, File No. 25-000926.

BUDGET AMENDMENT REQUIRED: N/A
CURRENT BUDGET AMOUNT: N/A
PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: N/A
REVENUE: No GRANT: No
PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A
COORDINATED WITH: N/A
STRATEGIC PLAN (SP): N/A
CLIMATE INITIATIVES (CI): N/A
GENERAL PLAN ELEMENTS (GP): GP-A1 - Land Use Element, Policies LU-8.5 (Historic Preservation), LU8.6 (Historic Resource Management), and LU-11.9 (Historic Preservation and Restoration); GP-A5 - Environment and Sustainability Element, Policy ENV-3.7 (Adaptive Reuse).

Page 439 of 895 ends

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CALIFORNIA ENVIRONMENTAL QUALITY ACT
FINAL

INITIAL STUDY AND

MITIGATED NEGATIVE DECLARATION FOR

DEMOLITION PERMIT FOR TWO BUILDINGS
OVER 50 YEARS OLD
101 AND 105 SOUTH MAIN STREET
Public Draft March 14, 2022
Revised May 11, 2022
Approved by City Council May 18, 2022
Updated May 19, 2022
SCH No: 2022030389
Prepared by:

City of Ukiah
Community Development Department
Planning Division
300 Seminary Avenue, Ukiah, CA 95482
ATTACHMENT 2

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2 Demolition Permit for Two Buildings Over 50 Years Old 101 and 105 South Main Street
Final Initial Study and Mitigated Negative Declaration
City of Ukiah
Table of Contents
I. PROJECT INFORMATION 3
II. PROJECT DESCRIPTION 4

1. Project Location 4

2. Environmental Setting and Background 5

3. Project Components 8
III. ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED 10
IV. DETERMINATION 13
V. EVALUATION OF ENVIRONMENTAL IMPACTS 14

1. Aesthetics 14

2. Agriculture and Forestry Resources 18

3. Air Quality 19

4. Biological Resources 23

5. Cultural Resources 24

6. Energy 30

7. Geology and Soils 31

8. Greenhouse Gas Emissions 32

9. Hazards and Hazardous Materials 34

10. Hydrology and Water Quality 37

11. Land Use and Planning 38

12. Mineral Resources 40

13. Noise 41

14. Population and Housing 44

15. Public Services 45

6. Recreation 46

17. Transportation 47

18. Tribal Cultural Resources 49

19. Utilities and Service Systems 51

20. Wildfire 53

21. Mandatory Findings of Significance 54
VI. REFERENCES 56
VII. MITIGATION MONITORING AND REPORTING PROGRAM 59

ATTACHMENTS
A. Historic Resource Evaluation for 101 South Main Street

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3 Demolition Permit for Two Buildings Over 50 Years Old 101 and 105 South Main Street
Final Initial Study and Mitigated Negative Declaration
City of Ukiah
I. PROJECT INFORMATION
Project Title:

Demolition Permit to Demolish Two Buildings Over the Age of 50 Years Old Lead Agency Address and Phone Number:

City of Ukiah
300 Seminary Avenue
Ukiah, California 95482
(707) 463-6200
CEQA Contact Person and Phone Number:

Michelle Irace, Planning Manager
City of Ukiah Community Development Department
(707) 463-6203
[email protected]
Applicant:

Todd Schapmire, Property Owner
Project Location: 101 and 105 South Main Street (APN 002-231-01) General Plan Designation: Commercial (C)
Zoning District: Urban Center (UC) within Downtown Zoning Code

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II. PROJECT DESCRIPTION

1. Project Location
The ±0.48-acre Project site (APN 002-231-01) is located on the corner of Perkins Street and South Main Street in downtown Ukiah, approximately 0.5-mile west of U.S. Highway 101. Both Main Street and Perkins Street are developed with a mixture of commercial, residential and public uses. The parcel is developed with a parking lot and two buildings with separate street addresses: one ±3,328 sf building that has been occupied by the Dragon’s Lair retail business (101 South Main Street); and one ±2,880 sf building that has been occupied by Tom’s Glass repair service (105 South Main Street).

Figure 1 below provides a location map, Figure 2 provides an aerial image of the Project site, and Figures 3 and 4 depict the two existing buildings.

Figure 1, Project Location Map

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Figure 2, Project Site Aerial Image

2. Environmental Setting and Background
The Project site is situated within the City of Ukiah, within the Ukiah Valley in central Mendocino County. The Ukiah Valley is located approximately 30 miles east and inland from the Pacific Ocean as the crow flies. The Ukiah Valley runs north-south for approximately nine miles, with a maximum width of three miles, and elevations varying from approximately 600-feet above mean sea level to approximately 3,000 feet in the hills surrounding the City. Vegetation communities in the Ukiah Valley include mixed oak, chaparral, and manzanita, with some sparse redwood groves. The Russian River enters the valley at the north end and runs south along the valley floor. This area is characterized by a Mediterranean climate; the winters are cool and wet, and the summers are hot and dry. Annual average temperatures for this region range from about 30 to 100 degrees Fahrenheit.

Ukiah is located along the Highway 101 corridor and near the east/west intersection of Highway 20, two hours north of the Golden Gate Bridge. Incorporated in 1876, Ukiah is the county seat and largest city in Mendocino County.

As noted above, the Project site is developed with two existing buildings and a paved parking lot. The parcel is accessed via a driveway from South Main Street, as well as a driveway located along Perkins Street. Additionally, there is a shared driveway that shares access with the adjacent parcel immediately to the east (225 East Perkins Street) that is currently occupied by Rome’s Brew and BBQ (see Figures 2 through 4). For several decades, buildings on the parcel have been used for

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commercial uses. Vegetation on the site is limited to the following: two California juniper shrubs, one Chinese pistache tree located against the 101101 South Main Street building (east side); blackberry bushes against the 105105 South Main Street building (east side) and four Valley oak trees approximately 14 to 60 ft away from the building. Additionally, large oak trees line the east side of the parcel but are located within the adjacent parcel (see Figure 3). 101 South Main Street (Dragon’s Lair building). The Dragon’s Lair building is located at the southeast corner of the parcel at the intersection of Perkins Street and South Main Street, fronting on both streets. The building consists of one story with a roughly rectangular footprint, and “chamfered” or “clipped” flat northwest corner to accommodate the primary entrance. It is comprised of red and peach colored pressed tin siding on west and north elevations and corrugated metal siding on the east and south elevations (see Figures 2-4). The existing approximately 3,328 sf building originally dates from 1921 and was included in the City of Ukiah’s 1985 ‘Historic Resources Survey” (prepared by Historic Environment Consultants) and updated in 1999 by the “City of Ukiah Architectural Survey” (prepared by P.S. Preservation Services). According to the 1985 survey, the building was assigned a “5” status code, which includes buildings that are ineligible for the national register, but are identified as having historic importance at the local level. Specifically, the 1985 survey notes that the building is representative of a type of commercial structure common to its era that is a “rather rare survivor of the type in Ukiah, and is located prominently. Its surfacing materials and form create a rather strong image of past lifestyles.” The 1999 survey was completed as an update to the 1985 survey, and reviewed each property’s eligibility for the National Register of Historic Places. The 1999 survey notes that the building is vernacular commercial style and originally constructed in 1921 as a hay barn and feed store. The survey notes that the pressed metal clad building is “an excellent example of its type and the only one left in Ukiah”, and was therefore assigned a “3S” status code, which is defined as appearing to be eligible for the National Register as an individual property through survey information.

However, the 1999 survey does not provide additional information regarding the change in status from the 1985 survey.

Although the 1999 survey identifies the building as eligible for the National Register, this does not accurately depict the building’s status. In order for a building to be listed on the National Register of Historic Places, a building must first be listed on the State Register. In order to be listed on the State Register the survey form completed by the local jurisdiction must be submitted to State of California’s Office of Historic Preservation (SHPO) for review. SHPO then reviews the survey forms and determines if the building is eligible for listing on the State Register. Once listed on the State Register SHPO must submit a nomination form to the National Park Service for review and consideration. Upon extensive research, it was determined that Dragon’s Lair building is not listed on either the State or Federal Registers. This is further supported by SHPO’s most recent classification system and database of historic buildings, also known as the “Built Environment Resource Directory” (updated March, 2020), which identifies the building status code as “5S2”, meaning that the local government has identified it as individually eligible for local listing. As such, the building is not listed on the State Register, nor is it identified as eligible for the National Register of Historic Places.

A Historic Resource Evaluation was prepared by APD Preservation, LLC (January, 2020; revised in January, 2022) to further research and evaluate the building’s historic significance (Attachment A).

The evaluation found that the original building was constructed in 1857 was replaced once in 1890 with a new hay barn but was destroyed during the 1917 fire that began at a restaurant (currently occupied by a law firm at 116 South State Street, just south of the Ukiah Brewing Company) two blocks west of the building. A new building was constructed in 1921 but was significantly modified between 1938 and 1963 when it was converted to retail. Modifications made to the building during this time included replacing two open bays with windows, replacing the front doors, replacing and reconfiguring the awning, and installing an additional window. The false front that most defines the building was

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modified in 1938, but retains its basic early twentieth century appearance. During this time, the building was occupied by several feed stores, a cheese and wine store, and office/retail space. The existing Dragon’s Lair retail business has been within the building since 1995. The evaluation (2022) notes that although it has some character-defining architectural features, the building’s architecture is not historically significant. It also notes that the building is considered most significant for its association with post fire development after the 1917 fire and how the block functioned as a service hub for agricultural commerce in the region. The evaluation states, “The building appears to be significant for its association with the post-fire redevelopment of Ukiah. Its period of significance is 1921 (its inferred construction date), and the building retains enough physical integrity to convey its early twentieth century commercial origins, which render it historic. The dilapidated utilitarian building does not appear to be significant for its architectural merit.” See Section V.5, Cultural Resources, for more information. 105 South Main Street (Tom’s Glass building). According to the Mendocino County Assessor’s records, the Tom’s Glass building is a warehouse that dates back to 1947. The building is a rectangular approximately 2,880 sf one-story building located on the south side of the parcel and comprised of silver corrugated metal. There is a firewall between the Tom’s Glass building and the building on the adjacent parcel located at 123 South Main Street (currently occupied by the Little Brown Bear business). However, the firewall was constructed as part of construction for 123 South Main Street (Little Brown Bear) and is not located within the boundaries of the Project site. As such, the firewall is not proposed for demolition. The Tom’s Glass building is not included in either of the City’s 1985 and 1999 historic inventories surveys, nor is it listed in the State of California’s inventory of historic resources or National Register of Historic Places. Because the building is not listed in a local, state or national register, a detailed Historic Resource Evaluation was not prepared.

Per Ukiah City Code Section 3016(b), buildings over 50 years old proposed for demolition that do not meet the exemption criteria of being either an immediate safety hazard, or an accessory building that is not listed on the local historic inventory, shall be reviewed for their historic or architectural significance. Specifically, the City’s Demolition Review Committee shall review the proposal and make a recommendation to the Ukiah City Council. Because the buildings do not meet the exemption criteria noted within the code, on December 28, 2021, the City’s Demolition Review Committee reviewed the Project and voted to recommend demolition of both buildings to the City Council.

At the May 4, 2022 City Council meeting, Council considered the Demolition Review Committee’s recommendation and authorization to issue the Demolition Permit for 101 and 105 South Main Street, as well as approval of the Initial Study and Mitigated Negative Declaration (ISMND) for the Project (dated April 25, 2022). At this meeting, Council determined that the 105 South Main Street building has no historic significance under UCC Section 3016 and the Demolition permit may be issued.

Because of this finding, together with the analysis contained within the ISMND stating that the building has no historical significance, the mitigation measures noted herein are specific to 101 South Main Street.

Regarding 101 South Main Street, the Council determined that the following UCC 3016(e) criteria applies to the building: 1) Has special or particular quality such as oldest, best example, largest, or last surviving example of its kind-in this case the metal clad; and 2) Exemplifies or reflects special elements of the City’s cultural, social, economic, political, or architectural history because it is the only remaining See Summary of Findings and Cultural Resources Sections of the ISMND for information updated as a result of the May 4 and May 18, 2022 City Council meetings.

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Figure 3, Views of Existing Buildings from Perkins St. (looking southwest) Figure 4, Views of Existing Buildings from S. Main St. (looking northeast)

3. Project Components
The property owner proposes to demolish the existing buildings on-site. Standard demolition construction techniques and equipment including a mechanical ram, dump truck, pickup truck, excavator, backhoe, front end loader, bobcat & stinger for concrete demolition would be used. The existing buildings will be disassembled via mechanical means and by hand labor where necessary. Mechanical means will include large track-driven excavators with mechanical arms. Onsite concrete pads and foundations will be demolished with mechanical rams. Demolished concrete

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and rebar will be off-hauled and recycled at a local rock quarry. Other demolished debris will be loaded into dump trucks staged on site. Dump trucks would off-haul debris and deliver to the Ukiah Transfer Station & Recycling Center, where metal materials would be recycled and non-recyclable materials would be disposed.

Demolition would take approximately three weeks with a crew of six construction workers. All work would be performed Monday through Friday, during daylight hours (between the hours of 7:00 a.m. and 7:00 p.m., depending on the season). Construction equipment would be staged on-site and all activities will be performed within the site boundaries. It is anticipated that two to three dump truck trips a day (Monday through Friday) would be necessary to transfer demolished materials for disposal and recycling. Construction equipment and trucks would utilize existing driveways and access routes on Main and Perkins Streets. No road closures are anticipated for the Project.

The existing Chinese pistache tree located on the south side of the building and the two Juniper shrubs located on the east side of the building would be removed for demolition, as they are located against the building and partially growing into the foundation. In addition, the blackberry would be removed.

None of the oak trees on-site would be removed. Dust on the site will be minimized with the use of a water truck. Although the property owner has noted that he believes another commercial building/use is the best use of the site, no development is proposed at this time.

The application was referred to departments and agencies with jurisdiction or interest in the Project, including the City of Ukiah Community Development Department- Building Official, City of Ukiah Police Department, City of Ukiah Public Works Department, City of Ukiah Electric Utility Department, Ukiah Valley Fire Authority, Mendocino County Air Quality Management District, Mendocino County Environmental Health Department, and the Mendocino County Historic Society. Comments and requirements identified by these entities have been included as Conditions of Approval for the permit and the applicant will obtain all necessary regulatory permits.

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III. ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED
Purpose of the Initial Environmental Study: This Initial Study has been prepared consistent with CEQA Guidelines Section 15063, to determine if the Project, as proposed, would have a significant impact upon the environment.

The environmental factors checked below would be potentially affected by this Project, involving at least one impact that is a "Potentially Significant Impact" as indicated by the checklist on the following pages.

Aesthetics Agriculture & Forestry Air Quality
Biological Resources Cultural Resources Energy
Geology / Soils Greenhouse Gas Emissions Hazards & Hazardous Materials
Hydrology/Water Quality Land Use / Planning Mineral Resources Noise Population / Housing Public Services
Recreation Transportation Tribal Cultural Resources
Utilities/Service Systems Wildfire Mandatory Findings of Significance
Summary of Findings: The Project site is developed with a parking lot and two buildings with separate street addresses: one ±3,328 sf building that has been occupied by the Dragon’s Lair retail business (101 South Main Street); and one ±2,880 sf building that has been occupied by Tom’s Glass repair service (105 South Main Street). Both of the buildings are more than 50 years old and are proposed for demolition; no new development is proposed. The Tom’s Glass building at 105 South Main Street is not located on a local, state or national register for historic places. However, the Dragon’s Lair building at 101 South Main Street is identified in the 1985 “Ukiah Historic Resource Survey” and the 1999 “City of Ukiah Architectural Survey” as a local historic resource, and is included in the State of California’s “Built Environmental Resource Database (BERD)” with a designation of “5S2,” meaning that a local government has recognized the resource as “eligible for local listing or designation.” However, the building is not listed on the State Register or National Register of Historic Places.

As described and analyzed throughout the Initial Study, impacts to Air Quality, Cultural and Tribal Cultural Resources could be significant. However, with the implementation of mitigation measures, all impacts would be reduced to less than significant. Specifically, temporary activities associated with demolition over the three-week construction period could result in direct significant impacts to Air Quality, but would be reduced to less than significant with the implementation of Mitigation Measures AQ-1 through AQ-3, requiring adherence to Mendocino County Air Quality Management District

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regulations. The Tom’s Glass building is not located on a local, state, or federal historic register.

Therefore, no impact to historic resources would occur as a result of its demolition. However, because the Dragon’s Lair building qualifies as a local historic resource under CEQA that would be demolished, the Project would result in a significant impact to that resource if not properly mitigated. Mitigation Measure CUL-1 would require photo documentation of the building to catalogue its existence and Mitigation Measure CUL-2 proposed requiring an educational plaque to be erected on-site to acknowledge its historic significance related to the 1917 fire. As such, impacts to historic resources would be less than significant with implementation of mitigation. The Project would result in either no impact, or less than significant impact to all other resources. See Section V, Evaluation of Environmental Impacts, for more information.

The Draft ISMND was circulated for public review from March 14, 2022 through April 15, 2022. No comments were received on the ISMND during the public review period. However, to ensure a comprehensive evaluation prior to the review and consideration of the ISMND by the City Council, City Community Development Department Staff conducted specific research into UCC Section 3016 and the City’s local historic inventories (1985 and 1999). Through this research, Staff found that the local inventories were never adopted by the City. Public Resource Code 5020.1(k) specifically defines “local register of historical resources” as a list of properties officially designated or recognized as historically significant by a local government pursuant to a local ordinance or resolution. Because the City’s local historic inventories were never adopted by ordinance or resolution, the 101 South Main Street building does not meet the criteria listed in Public Resources Code Section 5020.1(k) to qualify as a significant historic resource under CEQA. The City’s Community Development staff consulted with the City Attorney regarding this determination, and the City Attorney affirmed this information per a verbal conversation on April 12, 2022. However, the City recognizes the importance of the local historic inventories as it relates to local history, and has a precedent of processing Demolition Permits for buildings listed on the inventory featuring local historic significance. As such, the Community Development Department finds the analysis and proposed mitigation measures contained within this ISMND necessary and adequate for reducing potential impacts to historic resources.

At the May 4, 2022 City Council meeting, Council considered authorization to issue the Demolition Permit for 101 and 105 South Main Street, as well as approval of the Initial Study and Mitigated Negative Declaration (ISMND) for the Project (dated April 25, 2022). At this meeting, Council determined that the 105 South Main Street building has no historic significance under UCC Section 3016 and the Demolition permit may be issued. Because of this finding, together with the analysis contained within the ISMND stating that the building has no historical significance, the mitigation measures noted herein are specific to 101 South Main Street.

Regarding 101 South Main Street, the Council determined that the following UCC 3016(e) criteria applies to the building: 1) Has special or particular quality such as oldest, best example, largest, or last surviving example of its kind-in this case the metal clad; and 2) Exemplifies or reflects special elements of the City’s cultural, social, economic, political, or architectural history because it is the only remaining building to tell the story of how this block functioned as a service hub for agricultural commerce. The item was continued to the May 18, 2022 City Council meeting.

Because of these findings, Staff proposed a revised Mitigation Measure CUL-2 to require salvaging and/or incorporating the pressed metal clad siding or other materials that are representative of the building’s façade into the design of future new development. At the May 18, 2022, Council meeting, Council further revised Mitigation Measure CUL-2 to read as follows:

CUL-2: The 101 South Main Street building shall not be demolished until there is a development proposal approved in accordance with the Ukiah City Code and, specifically, the

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Ukiah City CouncilJanuary 21, 2026

Ukiah City Council
January 21, 2026