Agenda packet — Ukiah City Council, March 2, 2022 (part 2 of 6)

STA 24+90.05 OFF 39.01'L TC 634.86 FL 634.36
S
S 25+00 R/W
R/W
R/W R/W STA 24+76.36 OFF 50.04'L BSW 635.19 STA 24+85.45 CONFORM OFF 33.51'L FG 634.87 STA 24+85.45 OFF 28.51'L FG 634.86 STA 24+84.96 OFF 25.50'L FG 634.83 STA 24+77.92 OFF 25.50'L FG 634.85 STA 24+90.65 OFF 22.78'L TC 634.82 STA 24+90.04 FL 634.32 OFF 22.00'L TC 634.82 FL 634.32 STA 24+77.92 OFF 18.50'L TC 634.84 FL 634.34 STA 24+92.45 OFF 28.51'L FL 634.34 STA 24+84.95 OFF 18.82'L FL 634.33 STA 25+15.22 OFF 33.51'L FG 634.94 STA 25+15.22 OFF 28.51'L FG 634.91 STA 25+18.20 OFF 25.50'L FG 634.85 STA 25+24.91 OFF 25.50'L FG 634.76 STA 25+08.22 OFF 39.51'L TC 635.04 FL 634.54 STA 25+12.50 OFF 20.30'L TC 634.90 FL 634.40 STA 25+24.91 OFF 18.50'L TC 634.74 FL 634.24 STA 25+08.22 OFF 33.51'L FL 634.50 STA 25+08.22 OFF 28.51'L FL 634.47 STA 25+18.20 OFF 18.50'L FL 634.36 7.4%

8.8%

0.2%

7.5%

0.2% STA 24+92.45 OFF 33.51'L FL 634.35 6.3% 1.5%

9.0% 7.6%

0.6%

0.6% STA 25+10.02 OFF 22.78'L TC 634.93 FL 634.43 0.1%0.6%

7.3%

8.2% 1.3%

9.0%

7.0% STA 25+16.11 OFF 44.07'L BSW 635.13 CONFORM

1.5% 3.7%

1.5% 2.0% STA 24+76.35 OFF 39.11'L BSW 635.04 CONFORM STA 25+16.11 OFF 39.79'L BSW 635.06 CONFORM STA 25+49.55 OFF 39.88'L BSW 634.13 CONFORM

1.8%

1.0%

1.3% STA 25+25.41 OFF 30.34'L FG 634.78

1.4% STA 25+49.14 OFF 32.00'L FG 634.02 STA 24+84.45 OFF 50.03'L TC 634.89 CONFORM STA 24+86.45 OFF 50.03'L LG 634.56 CONFORM

1.9% STA 25+08.23 OFF 44.09'L TC 634.97 CONFORMSTA 25+08.50 OFF 46.98'L LG ??? CONFORM STA 25+35.71 OFF 39.85'L BSW 634.54 CONFORM STA 24+51.56 OFF 32.00'L FG 635.07 STA 24+51.47 OFF 27.01'L FG 634.98 7' 6'
6'
5'
6' 7'
6'
5'
6' 7'
6' 6.71'
7' STA 25+49.14 OFF 26.99'L FG 633.95 STA 24+77.45 OFF 30.34'L FG 634.94 MATCH TO (E) S/W MATCH TO (E) S/W 7' 1.3% 26+00 STA 26+08.43 OFF 26.50'L FL 631.37 STA 26+20.98 OFF 26.50'L FL 630.74 STA 26+05.52, "BC" OFF 26.50'L TC 631.99 FL 631.49 STA 26+23.89 OFF 26.50'L TC 631.09 FL 630.59 STA 26+08.43 OFF 30.50'L FG 631.77 STA 26+20.98 OFF 30.50'L FG 631.14 10%

1.3% 4.8% 4.8% 20.6% 11.6% STA 26+66.56 OFF 40.55'L BSW 629.27 CONFORM STA 26+39.17 OFF 41.15'L BSW 630.54 CONFORM STA 25+49.14 STA 26+33.34 OFF 41.43'L BSW 630.85 CONFORM STA 26+20.98 OFF 41.81'L BSW 631.30 CONFORM

1.0% 12.91'4' STA 25+10.29 OFF 22.78'R TC 633.86 FL 633.36 STA 25+08.49 OFF 28.50'R FL 633.31 STA 24+90.62 OFF 22.78'R TC 634.26 FL 633.76 STA 24+92.42 OFF 28.50'R FL 633.75 S
S 25+00 26+00 R/W
R/W R/W STA 25+08.49 OFF 75.69'R TC 632.43 CONFORM STA 25+24.21 OFF 25.50'R FG 633.52 STA 25+18.20 OFF 25.50'R FG 633.59STA 25+15.49 OFF 28.50'R FG 633.73 STA 25+15.49 OFF 33.50'R STA 25+08.49 FG 633.68 OFF 39.50'R TC 633.70 FL 633.20 STA 25+12.60 OFF 20.42'R TC 633.91 FL 633.41 STA 25+24.21 OFF 18.50'R TC 633.89 FL 633.39 STA 25+08.49 OFF 33.50'R FL 633.26 STA 25+18.20 OFF 18.50'R FL 633.47 STA 24+76.52 OFF 50.82'R BSW 633.67 CONFORM STA 24+77.92 OFF 25.50'R FG 634.27 STA 24+84.92 OFF 25.49'R FG 634.27 STA 24+85.42 OFF 33.50'R FG 634.05 STA 24+77.92 OFF 18.50'R TC 634.70 FL 634.20 STA 24+90.01 OFF 21.98'R TC 634.40 STA 24+84.92 FL 633.90 OFF 18.81'R FL 634.22 STA 24+84.42 OFF 50.90'R TC 633.53 CONFORM STA 25+16.38 OFF 75.72'R BSW 632.61 1.3%

1.8% 1.3%

7.3% 6.2%

1.0%

7.3%

9.0%

1.0%

8.5%

4.7% 4.8%

0.8% STA 24+92.42 OFF 33.50'R FL 633.71 STA 24+90.43 OFF 39.16'R TC 633.99 FL 633.49 0.3%

2.6%

1.0% STA 24+35.01 OFF 39.71'R ??? CONFORM STA 25+16.25 OFF 42.49'R BSW 633.72 CONFORM STA 25+40.07 OFF 39.90'R BSW 633.40 CONFORM

1.0% 1.0%

1.5% MATCH TO (E) S/W 1.7%

1.7%

1.5%

1.1% STA 25+24.68 OFF 30.33'R FG 633.59

1.3%

1.2% STA 25+50.10 OFF 32.00'R FG 633.06 STA 24+86.40 OFF 50.90'R LG 633.20 CONFORM STA 25+58.67 OFF 39.94'R BSW 633.05 CONFORMSTA 25+48.17 OFF 39.83'R BSW 633.19 CONFORM STA 24+76.62 OFF 40.21'R BSW 634.17 CONFORM STA 24+85.42 OFF 28.50'R FG 634.08 STA 24+60.85 OFF 40.14'R BSW 634.30 CONFORM STA 24+53.39 OFF 39.71'R BSW 634.23 CONFORM STA 24+70.07 OFF 40.15'R BSW 634.25 CONFORM 1.6% 6' 6'
6'
5' 6' 7' STA 25+16.20 OFF 40.10'R BSW 633.71 CONFORM
7' STA 25+50.11 OFF 26.95'R FG 632.99 STA 24+77.42 OFF 30.33'R FG 634.17 STA 24+51.47 OFF 26.99'R FG 634.54 STA 24+51.50 OFF 31.99'R FG 634.26 7.01' 6'
6'

5.00 7'
6'
7' STA 25+68.65 OFF 39.88'R BSW 632.92 CONFORMSTA 25+76.52 OFF 39.72'R BSW 632.80 MATCH TO CONFORM (E) S/W 2019-11-11 3:27 PM KHARVEY
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REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2019 GHD
11/12/2019 11191705

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019 C-408 52

CURB RAMPS AND DRIVEWAYS
ENLARGED PLANS - 8 EM JS 24 SW AND NW CORNERS OF STATE STREET AND W. SMITH STREET SCALE: 1" = 10'-0" 25 WEST SIDE OF STATE STREET SOUTH OF W. HENRY SCALE: 1" = 10'-0" 26 SE AND NE CORNER OF STATE STREET AND W. SMITH STREET SCALE: 1" = 10'-0" N
N
N
STREET
W. SMITH N. STATE STREET N. STATE STREET N. STATE STREET STREET
E. SMITH
0 10' 20' 0 10' 20'
0 10' 20' SHEET GENERAL NOTES 1. SEE IMPROVEMENT PLAN FOR CONSTRUCTION LEGEND. 2. SEE SHEETS C101-C108 FOR LINE AND CURVE TABLE. 3. DRIVEWAYS SHALL BE CONSTRUCTED PER CALTRANS STANDARD A87A. 4. ALL CURB RAMPS SHALL BE CONSTRUCTED PER CALTRANS STANDARD A88A AND A88B. SHEET KEYNOTES 1. INSTALL (N) CASE A CURB RAMP PER CALTRANS DETAIL A88A. 2. INSTALL (N) CASE F CURB RAMP PER CALTRANS DETAIL A88A. 3. INSTALL (N) CASE G CURB RAMP PER CALTRANS DETAIL A88A. 4. INSTALL (N) CASE C CURB RAMP PER CALTRANS DETAIL A88A. 5. INSTALL (N) DRIVEWAY PER CALTRANS DETAIL A87A. 1 3 1
3 3
1 1
5 3

Page 77 of 691 ends

D
27+00
R/W
R/W
R/W
153+00 153+25 STA 27+11.81 OFF 33.83'L FG 627.48 STA 27+05.08 OFF 25.49'L FG 627.49 STA 27+12.51 OFF 28.88'L FG 627.54 STA 27+09.18 OFF 46.73'L BSW 627.56 CONFORM STA 27+17.89 OFF 40.76'L TC 627.17 FL 626.67 STA 27+18.45 OFF 23.97'L TC 627.58 STA 27+11.06 FL 627.08 OFF 18.62'L TC 627.66 FL 627.16 STA 27+18.74 OFF 34.82'L FL 626.96 STA 27+19.44 OFF 29.87'L FL 627.02 STA 27+05.07 OFF 18.50'L FL 627.21 7.4%

3.5%

1.2%

9.1%

1.2%

1.4%

1.3%

7.5%

4.1% 9.3% STA 27+10.04 OFF 40.18'L BSW 627.62 CONFORM

1.5%

2.0% STA 27+16.89 OFF 47.74'L TC 626.83 CONFORM STA 27+18.87 OFF 48.02'L LG 626.59 CONFORM STA 26+98.86 OFF 25.53'L FG 627.59 6' 5' 5.99'
6'

6.39'

6.99' 7' STA 26+98.81 OFF 18.53'L TC 627.80 FL 627.30 STA 26+98.38 OFF 30.33'L FG 627.64 STA 26+80.58 OFF 31.99'L FG 628.31 STA 26+80.57 OFF 26.83'L FG 628.26 MATCH TO (E) S/W S
CO
27+00
153+25 STA 26+98.51 OFF 18.47'R TC 628.16 FL 627.66 STA 27+06.96 OFF 18.50'R TC 628.05 FL 627.55 STA 27+06.96 OFF 25.50'R FG 627.73 STA 26+98.46 OFF 25.47'R FG 627.84 R/W

1.3%

1.5% STA 27+07.46 OFF 43.09'R BSW 627.82 CONFORM STA 27+22.60 OFF 43.12'R BSW 627.37 CONFORM STA 27+37.37 OFF 32.30'R TC 626.71 CONFORM

2.5%

1.9% STA 26+97.84 OFF 30.33'R FG 627.91 STA 27+07.35 OFF 32.37'R FG 627.78 STA 26+70.42 OFF 41.90'R BSW 628.97 CONFORM STA 27+37.38 OFF 30.30'R LG 626.37 CONFORM STA 27+37.34 OFF 44.73'R BSW 626.89 CONFORM

1.4% STA 26+71.84 OFF 41.79'R BSW 628.96 CONFORM STA 26+71.97 OFF 42.72'R BSW ??? CONFORM STA 26+97.79 OFF 43.06'R BSW 628.14 CONFORM

8.31' STA 26+65.64 OFF 32.00'R FG 629.03 STA 26+65.64 OFF 26.85'R FG 628.98 7'
2019-11-11 3:27 PM KHARVEY
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0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019 C-409 53

CURB RAMPS AND DRIVEWAYS
ENLARGED PLANS - 8 EM JS 27 SW AND NW CORNERS OF STATE STREET AND W. HENRY STREET SCALE: 1" = 10'-0" 28 EAST SIDE STATE STREET SCALE: 1" = 10'-0" N
N
W. HENRY
STREET N. STATE STREET STATE STREET SHEET GENERAL NOTES 1. SEE IMPROVEMENT PLAN FOR CONSTRUCTION LEGEND. 2. SEE SHEETS C101-C108 FOR LINE AND CURVE TABLE. 3. DRIVEWAYS SHALL BE CONSTRUCTED PER CALTRANS STANDARD A87A. 4. ALL CURB RAMPS SHALL BE CONSTRUCTED PER CALTRANS STANDARD A88A AND A88B. SHEET KEYNOTES 1. INSTALL (N) CASE A CURB RAMP PER CALTRANS DETAIL A88A. 2. INSTALL (N) CASE F CURB RAMP PER CALTRANS DETAIL A88A. 3. INSTALL (N) CASE G CURB RAMP PER CALTRANS DETAIL A88A. 4. INSTALL (N) CASE C CURB RAMP PER CALTRANS DETAIL A88A. 5. INSTALL (N) DRIVEWAY PER CALTRANS DETAIL A87A. 3 1
2 0 10' 20'
0 10' 20'

Page 78 of 691 ends

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0 1"

BAR IS ONE INCH ON

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REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019 C-501 54
CIVIL DETAILS - 1 CP JS PAVEMENT PER PLAN 31"24" 2" 101 SCORE MARK DETAILS FOR SIDEWALK CURB, CURB & GUTTER NTS 102 SIDEWALK, CURB AND GUTTER AND DRIVEWAY APPROACH NTS 111 ADA RAMP NOT TO SCALE 120 TYPICAL ROADSIDE SIGN INSTALLATION NOT TO SCALE 140 STREET MONUMENT NOT TO SCALE 3,000 PSI CONC. (MIN) NOTE: SEE DETAILS D ON DRAWING G-006 FOR MONUMENT COVER INSTALLATION AND SURFACE IMPROVEMENT REQUIREMENTS 3,000 PSI CONC. (MIN) 403 CURB INLET GUTTER DEPRESSION NOT TO SCALE

Page 79 of 691 ends

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ORIGINAL DRAWING OF

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ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp. SI GER ET RED PROFESSIONA L ENGINEER STAT E OF CA L I FOR N AI C I V I L T T A M HE W G L E N K E NNE D Y BID SET 11/12/2019 C-502 55
CIVIL DETAILS - 2 CP JS JOINT DETAIL 2-1/2x1-1/2X3/16 K H J IN 2x3/16 IN KIN GRATES BEARING BARS 2-1/4x3/16 JIN 14-11/16 12-1/8 BANDING BARS V 1 D E IN E SIDE BAR IN 12-3/8 DETAIL - 1 IN FRAMES FRAME ANGLE 12 12-3/8 NOTES : IND 12 2x1/4 A B C 6"

HEIGHT AS
REQUIRED INB INA 2 PRECAST BASE SECTION FOR CURB INLET NOT TO SCALE HMA TYPE A - 1/2" PAVEMENT THICKNESS PER TYPICAL SECTIONS 412 PRE-CAST CONCRETE DROP INLET NOT TO SCALE 420 TRENCH DETAIL STORM DRAIN PIPE NOT TO SCALE 408 PRECAST BASE SECTION FOR CURB INLET NOT TO SCALE 1 TYPICAL DEAD FRONT JUNCTION PEDESTAL INSTALLATION NOT TO SCALE 410 UNDER SIDEWALK DRAIN NOT TO SCALE

Page 80 of 691 ends

(E) PIPE BEDDING CLSM CAP (E) PVC STORM DRAIN6" 6" MIN. MIN. 6" MIN. (N) CLASS 2 AB VARIES (N) HMA PAVEMENT SUBGRADE ENHANCEMENT GEOTEXTILE 2.5" (E) AC TO BE REMOVED 8' EDGE GRIND (E) CURB & GUTTER WHERE PRESENT (E) SUBGRADE (E) AC (E) AC SURFACE FINISHED HMA OVERLAY (E) AB 4" LIFT 2.5" LIFT (N) 2.5" HMA OVERLAY NO JOINT (N) HMA PAVEMENT (E) AC PAVEMENT (E) SUBGRADE (E) AC (E) AB (N) HMA (N) CLASS 2 AB PAVING FABRIC 8.0' CONFORM GRIND 2.5" 6" (TYP) SUBGRADE ENHANCEMENT GEOTEXTILE (E) AC TO BE REMOVED 2019-11-11 3:27 PM KHARVEY
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ORIGINAL DRAWING OF

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REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp. SI GER ET RED PROFESSIONA L ENGINEER STAT E OF CA L I FOR N AI C I V I L T T A M HE W G L E N K E NNE D Y BID SET 11/12/2019 C-503 56
CIVIL DETAILS - 3 CP JS 2 HMA PAVEMENT / HMA OVERLAY CONFORM NOT TO SCALE 3 EDGE GRIND NOT TO SCALE 5 CONCRETE STORM DRAIN CAP NOT TO SCALE (E) AB (E) AC PAVEMENT VARIES (8'-15') 2.5" FINAL LIFT (N) PAVEMENT SECTION (E) PAVEMENT 2.5" HMA CONFORM OVERLAY NO JOINT 4 TYPICAL CONFORM GRIND NOT TO SCALE 6" (TYP) (N) PAVING FABRIC (N) PAVEMENT TO (E) PAVEMENT SUBGRADE ENHANCEMENT GEOTEXTILE (N) OVERLAY TO (E) PAVEMENT 10' (TYP) 2.5" HMA OVERLAY

2.5" GRINDHMA OVERLAY CONFORM (E) AB (E) AC TO BE (E) AC PAVEMENT REMOVED (E) AC TO BE REMOVED

Page 81 of 691 ends

GENERAL NOTES: 1. SIGN/RRFB LOCATIONS SHALL BE MARKED IN THE FIELD 5 DAYS IN ADVANCE OF VERIFICATION. ALL NEW POLES AND PULL BOXES SHALL BE VERIFIED BY THE ENGINEER PRIOR TO INSTALLATION. 2. THE WORK ON THESE PLANS SHALL BE PERFORMED IN CONFORMANCE WITH THE LATEST EDITIONS OF THE CALTRANS STANDARD PLANS, STANDARD INCLUDING REVISIONS SPECIFICATIONS, SIGN SPECIFICATION SHEETS, CITY TRAFFIC STANDARDS, AND THE CALIFORNIA MUTCD. 3. THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. 4. CONTRACTOR SHALL VERIFY OVERHEAD AND UNDERGROUND CLEARANCE WITH ALL UTILITY COMPANIES PRIOR TO START OF WORK. 5. ALL PEDESTRIAN PUSH BUTTON SYSTEMS SHALL BE COMPATIBLE WITH RRFB/IRWL SYSTEMS AND MEET CA MUTCD REQUIREMENTS. 6. CONTRACTOR SHALL FURNISH AND INSTALL FOUNDATIONS AND ALL ANCILLARY HARDWARE (INCLUDING BOLTS, NUTS, MOUNTINGS, ETC.) FOR A COMPLETE INSTALLATION PER THESE PLANS. 7. AS-BUILT OR RECORD DRAWINGS SHALL BE PROVIDED TO THE CITY OF UKIAH AT THE CLOSE OF THE PROJECT. 8. ALL NEW SIGNAL POLES SHALL BE HOT-DIPPED GALVANIZED. 9. CONTRACTOR SHALL PROVIDE ALL CONDUCTORS NECESSARY TO PERFORM ALL FUNCTIONS REQUIRED. TRAFFIC SIGNAL STANDARD WITH WIRELESS SOLAR RECTANGULAR RAPID FLASHING BEACON (RRFB) (TWO DIRECTION); SOLAR MODULE; CONTROL AND BATTERY ENCLOSURE WITH W11-15 "BICYCLE/PEDESTRIAN SIGN" & W11-15p "TRAIL X-ING SIGN" ; W16-7p LEFT OR RIGHT "ARROW" SIGN IN DIRECTION OF CROSSING. INSTALL TAPCO RRFFB-XL2 SOLAR POWERED SYSTEM, OR APPROVED EQUAL. LEGEND: TYPICAL EQUIPMENT INSTALLATION OF RECTANGULAR RAPID FLASHING BEACON (RRFB) SYSTEM WITH PEDESTRIAN PUSH BUTTON NOT TO SCALE PROVIDE REMOVABLE RAIN TIGHT CAP 2 - 30" X 30" W11-15 (FYG) WITH 24" X 18" W11-15p (FYG) SOLAR PANEL 2- RAPID FLASHING BAR (2 CLEAR LENSES W/AMBER LED'S) 2 - 24" X 12" W16-7p SUPPLEMENTAL PLAQUES (FYG) CALTRANS TYPE 1-B OR 15TS STANDARD 5" X 7.75" R10-25 "PUSH BUTTON TO TURN ON WARNING LIGHTS" TYPE B PEDESTRIAN PUSH BUTTON PER CALTRANS STANDARD PLAN ES-5C BASE PLATE AND FOUNDATION PER CALTRANS STANDARD PLAN ES-7B DETAIL A-3 EXISTING GRADE/FINISH GRADE OF PEDESTRIAN WALKING SURFACE SIGN LEGEND: W16-7P (L) W16-7P (R) W11-15 CONTROL AND BATTERY ENCLOSURE SOLAR MOUNT BRACKET 3'-4"
7'-0"
14'-0" 6'-0" W11-15P X-ING
2019-11-11 3:27 PM KHARVEY
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0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019 C-504 57
CIVIL DETAILS - 4 CP JS
2 RECTANGULAR RAPID FLASHING BEACON (RRFB) SYSTEM AND PEDESTRIAN PUSH BUTTON NOT TO SCALE

Page 82 of 691 ends

2019-11-11 3:27 PM KHARVEY
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BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp. SI GER ET RED PROFESSIONA L ENGINEER STAT E OF CA L I FOR N AI C I V I L T T A M HE W G L E N K E NNE D Y BID SET 11/12/2019 C-505 58
CIVIL DETAILS - 5 TM -- 1 BIORETENTION TYPE 1 NOT TO SCALE 6" 2-INCH MINIMUM FREEBOARD 18-" MIN. 4" PONDING ELEVATION FINISH GRADE FLUSH CURB
6"
6" TAPER (TYP) INFLOW, S=2% (MIN) NEW CONCRETE GUTTER PAN NEW CURB BIORETENTION AREA TOP OF CURB 6" TAPER (TYP.) 6" FINISH GRADE PLAN ELEVATION PLANTER RAIL SEE LANDSCAPE PLANS TC (N) HMA PAVEMENT SECTION FL 2 BIORETENTION TYPE 2 NOT TO SCALE 12"
6" TAPER (TYP) OUTFLOW, S= -2% (MIN) TOP OF CURB BIORETENTION AREA 6" TAPER (TYP.) 12" FINISH GRADE ELEVATION PLAN NEW CURB NEW CONCRETE GUTTER PAN CURB CUTOUT WHERE INDICATED ON PLAN, SEE DETAIL 3 ON THIS SHEET FOR SPECIFIED WIDTH 6" WATERPROOF LINER BIORETENTION SOIL 2-INCH MINIMUM FREEBOARD 18-" MIN. 4" PONDING ELEVATION FINISH GRADE FLUSH CURB NOTES: 1. SLOPE TOP OF PLANTER WALL TO MATCH LONGITUDINAL SLOPE OF ADJACENT SURFACE. TCFL SEE LANDSCAPE PLANTING PLAN FOR PLANT SELECTION STREAM BED COBBLES FOR ENERGY DISSIPATION 6" CURB AND GUTTER PER CITY STD 102 TRANSITION LENGTH AND GEOMETRY PER PLAN ROADWAY NOTES: 1. SLOPE TOP OF PLANTER WALL TO MATCH LONGITUDINAL SLOPE OF ADJACENT SURFACE. 2. MINIMUM UTILITY SETBACKS AND PROTECTION MEASURES MUST CONFORM TO CURRENT UKIAH DPW STANDARDS. COORDINATE WITH ENGINEER IN THE EVENT OF UTILITY CROSSING AND UTILITY CONFLICTS. 8" X 8" OVERFLOW STRUCTURE 6" CURB AND GUTTER PER CITY STD 102 PARKING LANE GUTTER MODIFICATION AT INLET, SEE DETAIL TRANSITION LENGTH AND GEOMETRY PER PLAN (E) 12" SD 3' MIN SEE NOTE 2 ROADWAY OVERFLOW INFLOW 8" SEE C-400 SERIES FOR EXTENTS THROUGHWAY WIDTH VARIES, SEE PLANS PARKING LANE GUTTER MODIFICATION AT INLET, SEE DETAIL INFLOW PLANTER RAIL SEE LANDSCAPE PLANS (N) HMA PAVEMENT SECTION CURB CUTOUT WHERE INDICATED ON PLAN, SEE DETAIL 3 AND 4 ON THIS SHEET FOR SPECIFIED WIDTH WATERPROOF LINER BIORETENTION SOIL STREAMBED COBBLES OR EQUAL FOR ENERGY DISSIPATION CONCRETE WALL OVERFLOW STRUCTURE AND TYPE SEE UTILTY PLAN FOR ELEVATION ELEVATION PLAN 3 TYPICAL INFLOW CURB CUTOUT ELEVATION AND PLAN VIEW NOT TO SCALE 4 TYPICAL OVERFLOW CURB CUTOUT ELEVATION AND PLAN VIEW NOT TO SCALE GUTTER MODIFICATION AT INLET, SEE DETAIL ELEVATION PLAN GUTTERLIP FLOWLINE GUTTERLIP FLOWLINE SEE LANDSCAPE PLANS FOR PLANT SELECTION STREAM BED COBBLES FOR ENERGY DISSIPATION THROUGHWAY WIDTH VARIES, SEE PLANS SEE C-400 SERIES FOR EXTENTS STREAMBED COBBLES OR EQUAL FOR ENERGY DISSIPATION CONCRETE WALL 3- 4- 3-

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0 1"

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DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
BID SET 11/12/2019
V. (707) 542-9500
Fax (707) 542-9590
Whitlock & Weinberger
Transportation, Inc.
490 Mendocino Avenue, Suite 201
Santa Rosa, CA 95401
STA 7+00 MATCH LINE SEE LOWER LEFT
N
0 10' 20' 40' STRIPING PLAN STATE STREET SCALE: 1" = 20' S STATE ST

W MILL ST
STA 11+50 MATCH LINE SEE P-102
STA 7+00 MATCH LINE SEE UPPER RIGHT S STATE ST
SEMINARY AVE STRIPING PLAN STATE STREET SCALE: 1" = 20' P-101 59

STRIPING PLAN
STA. 2+00 - STA. 11+50 KR SW GENERAL STRIPING NOTES: SHEET KEYNOTES: LEGEND:

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DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
BID SET 11/12/2019
V. (707) 542-9500
Fax (707) 542-9590
Whitlock & Weinberger
Transportation, Inc.
490 Mendocino Avenue, Suite 201
Santa Rosa, CA 95401
STA 16+00 MATCH LINE SEE LOWER LEFT
STA 11+50 MATCH LINE SEE P-101
N

S STATE ST

W CLAY ST

E STEPHENSON ST
STA 21+00 MATCH LINE SEE P-103
STA 16+00 MATCH LINE SEE UPPER RIGHT S STATE ST

E CHURCH ST
PERKINS ST STRIPING PLAN STATE STREET SCALE: 1" = 20' STRIPING PLAN STATE STREET SCALE: 1" = 20' P-102 60

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ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

STRIPING PLAN
STA. 21+00 - STA. 30+00 KR SW
STA 25+50 MATCH LINE SEE LOWER LEFT
STA 21+00 MATCH LINE SEE P-102
0 10' 20' 40'

N N STATE ST

STANDLEY ST
W SMITH ST STRIPING PLAN STATE STREET SCALE: 1" = 20' STRIPING PLAN STATE STREET SCALE: 1" = 20' STA 25+50 MATCH LINE SEE UPPER RIGHT N STATE ST
W HENRY ST LEGEND: GENERAL STRIPING NOTES: SHEET KEYNOTES:

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DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

STRIPING PLAN
STA. 50+00 - STA. 55+85 KR SW
STA 54+00 MATCH LINE SEE LOWER LEFT

BEGIN WORK PERKINS STREET
0 10' 20' 40'
N STRIPING PLAN PERKINS STREET SCALE: 1" = 20'
N STATE ST PERKINS ST STRIPING PLAN PERKINS STREET SCALE: 1" = 20'

END WORK PERKINS STREET
STA 54+00 MATCH LINE SEE UPPER RIGHT

S MAIN ST PERKINS ST
N SCHOOL ST LEGEND: GENERAL STRIPING NOTES: SHEET KEYNOTES:

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DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

STRIPING PLAN
STA. 100+00 - STA. 107+00 KR SW
STA 1O4+50 MATCH LINE SEE LOWER RIGHT

BEGIN WORK STANDLEY STREET
0 10' 20' 40'
N

N STATE ST STANDLEY ST
N SCHOOL ST STRIPING PLAN STANDLEY STREET SCALE: 1" = 20' STRIPING PLAN STANDLEY STREET SCALE: 1" = 20'

END WORK STANDLEY STREET
STA 104+50 MATCH LINE SEE UPPER RIGHT
S MAIN ST STANDLEY ST LEGEND: GENERAL STRIPING NOTES: SHEET KEYNOTES:

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DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

STRIPING PLAN
STA. 150+00 - STA. 153+25 KR SW STRIPING PLAN WEST HENRY STREET SCALE: 1" = 20' W HENRY ST N STATE ST LEGEND: GENERAL STRIPING NOTES: SHEET KEYNOTES:
0 10' 20' 40'
N

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0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
BID SET 11/12/2019
V. (707) 542-9500
Fax (707) 542-9590
Whitlock & Weinberger
Transportation, Inc.
490 Mendocino Avenue, Suite 201
Santa Rosa, CA 95401 STRIPING AND SIGNING PLAN STATE STREET SCALE: 1" = 20' S STATE ST SEMINARY AVE P-107 65

STRIPING AND SIGNING PLAN
STA. 9+00 - STA. 11+50 CP JS LEGEND: GENERAL STRIPING NOTES: SHEET KEYNOTES:

N
0 10' 20' 40' PARKING TEE DETAIL N.T.S

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0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
BID SET 11/12/2019
V. (707) 542-9500
Fax (707) 542-9590
Whitlock & Weinberger
Transportation, Inc.
490 Mendocino Avenue, Suite 201
Santa Rosa, CA 95401
STA 7+00 MATCH LINE SEE LOWER LEFT SIGNING PLAN STATE STREET SCALE: 1" = 20' S STATE ST

W MILL ST
STA 11+50 MATCH LINE SEE S-102
STA 7+00 MATCH LINE SEE UPPER RIGHT S STATE ST
SEMINARY AVE SIGNING PLAN STATE STREET SCALE: 1" = 20' S-101 66

SIGNING PLAN
STA. 2+00 - STA. 11+50 KR SW
N
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0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
BID SET 11/12/2019
V. (707) 542-9500
Fax (707) 542-9590
Whitlock & Weinberger
Transportation, Inc.
490 Mendocino Avenue, Suite 201
Santa Rosa, CA 95401
STA 16+00 MATCH LINE SEE LOWER LEFT
STA 11+50 MATCH LINE SEE S-101

S STATE ST

W CLAY ST

E STEPHENSON ST
STA 21+00 MATCH LINE SEE S-103
STA 16+00 MATCH LINE SEE UPPER RIGHT S STATE ST

E CHURCH ST
PERKINS ST SIGNING PLAN STATE STREET SCALE: 1" = 20'SIGNING PLAN STATE STREET SCALE: 1" = 20' S-102 67

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STA. 11+50 - STA. 21+00 KR SW SHEET KEYNOTES:

N
N
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0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

SIGNING PLAN
STA. 21+00 - STA. 30+00 KR SW
STA 25+50 MATCH LINE SEE LOWER LEFT
STA 21+00 MATCH LINE SEE S-102 N STATE ST

STANDLEY ST
W SMITH ST SIGNING PLAN STATE STREET SCALE: 1" = 20' SIGNING PLAN STATE STREET SCALE: 1" = 20' STA 25+50 MATCH LINE SEE UPPER RIGHT N STATE ST
W HENRY ST SHEET KEYNOTES:
0 10' 20' 40'
N
N GENERAL SIGNING NOTES:

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DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

SIGNING PLAN
STA. 50+00 - STA. 55+85 KR SW
STA 54+00 MATCH LINE SEE LOWER LEFT
BEGIN WORK PERKINS STREET SIGNING PLAN PERKINS STREET SCALE: 1" = 20' N STATE ST PERKINS ST SIGNING PLAN PERKINS STREET SCALE: 1" = 20'

END WORK PERKINS STREET
STA 54+00 MATCH LINE SEE UPPER RIGHT

S MAIN ST PERKINS ST
0 10' 20' 40'
N GENERAL SIGNING NOTES:

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0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

SIGNING PLAN
STA. 100+00 - STA. 107+00 KR SW
STA 1O4+50 MATCH LINE SEE LOWER RIGHT

BEGIN WORK STANDLEY STREET

N STATE ST STANDLEY ST
N SCHOOL ST SIGNING PLAN STANDLEY STREET SCALE: 1" = 20' SIGNING PLAN STANDLEY STREET SCALE: 1" = 20'

END WORK STANDLEY STREET
STA 104+50 MATCH LINE SEE UPPER RIGHT

S MAIN ST STANDLEY ST
0 10' 20' 40'
N GENERAL SIGNING NOTES:

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0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

SIGNING PLAN
STA. 150+00 - STA. 153+25 KR SW SIGNING PLAN WEST HENRY STREET SCALE: 1" = 20' W HENRY ST

N STATE ST
0 10' 20' 40'
N GENERAL SIGNING NOTES:

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S 18" SD 18" SD
12" SD B5 B6 PH2 PH1 3+00 4+00 5+00 6+00 Ø4 Ø2 Ø2 Ø2Ø2 Ø4 Ø2 Ø2 Ø2 Ø2PPB Ø4PPB Ø2PED Ø4PED R/W R/W R/W R/W R/W
R/W
R/W

R/W BBS
1 2
2 .
1 2 Ø2PPB Ø2PED Ø4PED Ø4PPB
1 2 Ø2 LIMIT LINE 105' TO 25 MPH LIMIT LINE 105' TO 25 MPH CB CB 2"C, 1 DLC 2"C, 1 DLC Ø6 Ø6 Ø6 Ø2Ø2 DH Ø2 DH 3 EXISTING SERVICE POINT DH Ø2 Ø4
4 4 Ø2PED Ø2PPB Ø4PED Ø4PPB
4 Ø2PED Ø4PED
. Ø2PPD Ø4PPD AB AB RC AB AB RC
Ø4
Ø4 AB TYP AB AB TYP AB ABRC RC AB RC AB RC AB AB RC AB AB AB AB AB ABAB RC AB RCAB AB RC AB 2019-11-11 3:28 PM KHARVEY
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0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019 T-101 72

TRAFFIC SIGNAL PLAN

STATE STREET AT MILL STREET EM JS
0 10' 20' 40' TRAFFIC SIGNAL - IMPROVEMENT PLAN SCALE: 1" = 20' S STATE ST W MILL ST LEGEND: NEW EXISTING SIGNAL EQUIPMENT STREET LIGHT ROAD SIGN CONTROLLER ASSEMBLY PEDESTRIAN HEAD SERVICE ENCLOSURE POLE AND PEDESTRIAN PUSH BUTTON PULL BOX TYPE "A" DETECTOR LOOP GRIDSMART DETECTION CAMERA SYSTEM VIDEO DETECTION ZONE (SUGGESTED) N
E MILL ST 1. ALL PULL BOXES SHALL BE No.5 UNLESS NOTED ON PLAN. 2. POLES, PULL BOXES AND DETECTOR POSITIONS SHALL BE VERIFIED BY THE ENGINEER PRIOR TO INSTALLATION. 3. LOOP DETECTORS SHALL BE CENTERED IN EFFECTIVE LANE WIDTHS UNLESS OTHERWISE NOTED ON THE PLAN OR DIRECTED BY THE ENGINEER. 4. THE WORK ON THESE PLANS SHALL BE PERFORMED IN CONFORMANCE WITH THE LATEST EDITIONS OF THE CALTRANS STANDARD PLANS, STANDARD SPECIFICATIONS, SIGN SPECIFICATION SHEETS, CITY CONSTRUCTION STANDARDS, AND THE CALIFORNIA MUTCD. 5. THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. 6. CONTRACTOR SHALL VERIFY OVERHEAD AND UNDERGROUND CLEARANCE WITH ALL UTILITY COMPANIES PRIOR TO START OF WORK. 7. PULL BOXES FOR SIGNAL STANDARDS SHALL BE LOCATED WITHIN FIVE FEET OF THE STANDARD. 8. ALL SIGNALS SHALL HAVE 12-INCH LED INDICATIONS, WITH TUNNEL VISORS AND BACKPLATES. 9. CONTRACTOR SHALL FURNISH AND INSTALL FOUNDATIONS AND ALL ANCILLARY HARDWARE (INCLUDING BOLTS, NUTS, MOUNTINGS, ETC.) FOR A COMPLETE SIGNAL INSTALLATION PER THESE PLANS. 10. RECORD DRAWINGS SHALL BE PROVIDED TO THE CITY OF UKIAH AT THE CLOSE OF THE PROJECT. 11. CONTRACTOR SHALL DELIVER ALL SALVAGED SIGNAL EQUIPMENT TO THE CITY OF UKIAH PUBLIC WORKS CORPORATION YARD AT 1320 AIRPORT ROAD. CONTACT (707) 463-6296 TO ARRANGE DELIVERY. 12. CONTRACTOR SHALL PAINT ALL POLE, SIGNAL HOUSINGS, VISORS AND BACK PLATES. STEADY DEMAND SEQUENCE NOTE: LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM THE BEST INFORMATION AVAILABLE. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (800) 227-2600 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. PHASE DIAGRAM GENERAL NOTES: PROJECT NOTES: 1 ABBREVIATIONS: TRAFFIC SIGNAL CONDUIT ALL EXISTING PEDESTRIAN SIGNALS SHALL BE REPLACED. ALL PEDESTRIAN SIGNALS SHALL BE LED WITH COUNTDOWN HAND-MAN INDICATIONS. 2 ALL EXISTING PEDESTRIAN PUSH BUTTONS SHALL BE REPLACED. ALL PEDESTRIAN PUSH BUTTONS SHALL BE POLARA NAVIGATOR, OR APPROVED EQUAL. BBS BATTERY BACKUP SYSTEM PED PEDESTRIAN SIGNAL HEAD PPB PEDESTRIAN PUSH BUTTON Ø2 Ø2 Ø2PED Ø2 PED Ø4 Ø4 PEDØ4
Ø4 PED Ø4 Ø4 Ø2 Ø2 SERVICE POINT ON WOOD POLE VIDEO DETECTION ZONE CROSSWALK CENTERLINE OF LANE (LIMIT LINE DETECTION) STANDARD NOTES: DH DETECTOR HANDHOLE CB INSTALL CONDUIT INTO EXISTING PULL BOX 3 FURNISH AND INSTALL VIDEO DETECTION CAMERA ON SIGNAL POLE. COORDINATE DETECTION ZONES WITH ENGINEER.4AB ABANDON, IF APPLIED TO CONDUIT, REMOVE CONDUCTORS FA FOUNDATION TO BE ABANDONED REMOVE AND SALVAGE POLE AND EQUIPMENT. FOUNDATION TO BE ABANDONED. RC EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR RS REMOVE AND SALVAGE EQUIPMENT

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N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_T-101.DWG SHEET DRWN: PROJ NO:0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp. SI GER ET RED PROFESSIONA L ENGINEER STAT E OF CA L I FOR N AI C I V I L T T A M HE W G L E N K E NNE D Y BID SET 11/12/2019 T-102 73

TRAFFIC SIGNAL PLAN
STATE STREET AT MILL STREET EM JS NOTE: LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM THE BEST INFORMATION AVAILABLE. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (800) 227-2600 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. WATTAGE PED. SIGNAL ØPPB MOUNTINGPOLE MOUNTING EQUIPMENT AND POLE SCHEDULE LUMINAIRE SPECIAL REQUIREMENTS * LUM. MA (FEET) TYPE SIG. MA STANDARD (FEET) NO. VEHICLE SIGNAL MAST ARM (HPS) NOTE: NOTE: CONDUCTOR SCHEDULE #14 #10#8 DLC CONDUIT SIZE AWG CIRCUIT RUNS OR CABLE SIC RS FA RSRS FA RS FAFA

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12" SD
S 12" SD 10" SS
10" SS 10" SS
12" SD 12" SD
PH9
PH11
PH10 PH12
G2 19+00 20+00 21+00
52+00 53+00 R/WR/W R/W

R/W R/W
R/W
R/W Ø8PED Ø8PPB Ø6PED Ø6PPB Ø6PED Ø6PPBØ8PED Ø8PPB Ø8PED Ø8PPB Ø2PED Ø2PPB Ø2PED Ø2PPB Ø8PED Ø8PPB Ø1Ø6 Ø8 Ø6 Ø5 Ø8 Ø5 Ø2 Ø2 Ø1 R/W 1 2
1 2
1 2
1 2
1 2
1 2
1 2
3 3 R/W LIMIT LINE 105' TO 25 MPH Ø2 LIMIT LINE 105' TO 25 MPH Ø6 DH DH Ø1Ø6 Ø2 Ø5 4 2"C, 1 DLC 2"C, 1 DLC R10-5 R10-5 CB CB LIMIT LINE 105' TO 25 MPH Ø2DH 2"C, 1 DLC RCRC ABAB 3 3 RC RC AB AB
5 AB
6 ABAB ABAB RC AB AB
3 RCAB AB AB RCAB
2019-11-11 3:29 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_T-101.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019 T-103 74

TRAFFIC SIGNAL PLAN

STATE STREET AT PERKINS STREET EM JS TRAFFIC SIGNALS

IMPROVEMENT PLAN S STATE ST

PERKINS ST
N NOTE: LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM THE BEST INFORMATION AVAILABLE. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (800) 227-2600 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. 0 10' 20' 40' STEADY DEMAND SEQUENCE EXISTING PHASE DIAGRAM Ø8 PEDØ1 Ø1Ø1 PED Ø2 Ø2 PEDØ2
Ø8 PED STEADY DEMAND SEQUENCE PROPOSED PHASE DIAGRAM Ø6 Ø1 PED Ø1 Ø2 Ø2 PEDØ5 Ø5Ø1 Ø2 Ø6 Ø2PED Ø6 PED Ø6 Ø8 Ø8 Ø8 PED
Ø8 PED Ø8 Ø8 1. ALL PULL BOXES SHALL BE No.5 UNLESS NOTED ON PLAN. 2. POLES, PULL BOXES AND DETECTOR POSITIONS SHALL BE VERIFIED BY THE ENGINEER PRIOR TO INSTALLATION. 3. LOOP DETECTORS SHALL BE CENTERED IN EFFECTIVE LANE WIDTHS UNLESS OTHERWISE NOTED ON THE PLAN OR DIRECTED BY THE ENGINEER. 4. THE WORK ON THESE PLANS SHALL BE PERFORMED IN CONFORMANCE WITH THE LATEST EDITIONS OF THE CALTRANS STANDARD PLANS, STANDARD SPECIFICATIONS, SIGN SPECIFICATION SHEETS, CITY CONSTRUCTION STANDARDS, AND THE CALIFORNIA MUTCD. 5. THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. 6. CONTRACTOR SHALL VERIFY OVERHEAD AND UNDERGROUND CLEARANCE WITH ALL UTILITY COMPANIES PRIOR TO START OF WORK. 7. PULL BOXES FOR SIGNAL STANDARDS SHALL BE LOCATED WITHIN FIVE FEET OF THE STANDARD. 8. ALL SIGNALS SHALL HAVE 12-INCH LED INDICATIONS, WITH TUNNEL VISORS AND BACKPLATES. 9. CONTRACTOR SHALL FURNISH AND INSTALL FOUNDATIONS AND ALL ANCILLARY HARDWARE (INCLUDING BOLTS, NUTS, MOUNTINGS, ETC.) FOR A COMPLETE SIGNAL INSTALLATION PER THESE PLANS. 10. RECORD DRAWINGS SHALL BE PROVIDED TO THE CITY OF UKIAH AT THE CLOSE OF THE PROJECT. 11. CONTRACTOR SHALL DELIVER ALL SALVAGED SIGNAL EQUIPMENT TO THE CITY OF UKIAH PUBLIC WORKS CORPORATION YARD AT 1320 AIRPORT ROAD. CONTACT (707) 463-6296 TO ARRANGE DELIVERY. 12. CONTRACTOR SHALL PAINT ALL POLE, SIGNAL HOUSINGS, VISORS AND BACK PLATES. GENERAL NOTES: PROJECT NOTES: 1 ABBREVIATIONS: ALL EXISTING PEDESTRIAN SIGNALS SHALL BE REPLACED. ALL PEDESTRIAN SIGNALS SHALL BE LED WITH COUNTDOWN HAND-MAN INDICATIONS. 2 ALL EXISTING PEDESTRIAN PUSH BUTTONS SHALL BE REPLACED. ALL PEDESTRIAN PUSH BUTTONS SHALL BE POLARA NAVIGATOR, OR APPROVED EQUAL. BBS BATTERY BACKUP SYSTEM PED PEDESTRIAN SIGNAL HEAD PPB PEDESTRIAN PUSH BUTTON GA FYA YARA DETAIL A 4-SECTION RA RED ARROW YA YELLOW ARROW FYA FLASHING YELLOW ARROW GA GREEN ARROW 4 FURNISH AND INSTALL 4-SECTION SIGNAL HEAD. SEE DETAIL A THIS SHEET. LEGEND: NEW EXISTING SIGNAL EQUIPMENT STREET LIGHT ROAD SIGN CONTROLLER ASSEMBLY PEDESTRIAN HEAD SERVICE ENCLOSURE POLE AND PEDESTRIAN PUSH BUTTON PULL BOX TYPE "A" DETECTOR LOOP GRIDSMART DETECTION CAMERA SYSTEM VIDEO DETECTION ZONE (SUGGESTED) TRAFFIC SIGNAL CONDUIT VIDEO DETECTION ZONE CROSSWALK CENTERLINE OF LANE (LIMIT LINE DETECTION) STANDARD NOTES:
3 FURNISH AND INSTALL VIDEO DETECTION CAMERA ON SIGNAL POLE. COORDINATE DETECTION ZONES WITH ENGINEER. 5 INSTALL TYPE "A" DETECTOR .
6 FURNISH AND INSTALL 2-2" CONDUITS BETWEEN 2 NEW #5 PULL BOXES SET IN FRONT OF CONTROLLER CABINETS AT STATE ST AT PERKINS ST. AND STATE ST AT STANDLEY ST. ADD ROPE TO EMPTY CONDUITS. Ø2 DH DETECTOR HANDHOLE CB INSTALL CONDUIT INTO EXISTING PULL BOX AB ABANDON, IF APPLIED TO CONDUIT, REMOVE CONDUCTORS FA FOUNDATION TO BE ABANDONED RC EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR RS REMOVE AND SALVAGE EQUIPMENT

Page 99 of 691 ends

2019-11-11 3:29 PM KHARVEY
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BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp. SI GER ET RED PROFESSIONA L ENGINEER STAT E OF CA L I FOR N AI C I V I L T T A M HE W G L E N K E NNE D Y BID SET 11/12/2019 T-104 75

TRAFFIC SIGNAL PLAN
STATE STREET AT PERKINS STREET EM JS NOTE: LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM THE BEST INFORMATION AVAILABLE. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (800) 227-2600 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. WATTAGE PED. SIGNAL ØPPB MOUNTINGPOLE MOUNTING EQUIPMENT AND POLE SCHEDULE LUMINAIRE SPECIAL REQUIREMENTS * LUM. MA (FEET) TYPE SIG. MA STANDARD (FEET) NO. VEHICLE SIGNAL MAST ARM (HPS) NOTE: NOTE: CONDUCTOR SCHEDULE #14 #8 DLC CONDUIT SIZE AWG CIRCUIT RUNS OR CABLE #10

Page 100 of 691 ends

105+00 RC AB
8" SS AB RC 10" SS
S
PH13
PH15 PH14
B3 21+00 22+00 23+00 24+00
103+00
104+00 Ø6PED Ø6PPB
.
. Ø8PED Ø8PPB Ø2PED Ø2PPB Ø2PED Ø2PPB Ø1Ø6Ø6 Ø5Ø2 Ø1 Ø4 Ø4 R/W Ø8PED Ø8PPB R/W R/WR/W R/W
R/W
R/W
R/W Ø2 Ø4PED Ø4PPB Ø8
1 2
1 2
1 2
1 2
1 2 R/W LIMIT LINE 105' TO 25 MPH Ø6 DH 2"C, 1 DLC LIMIT LINE 105' TO 25 MPH Ø2DH LIMIT LINE 105' TO 25 MPH Ø6 DH 2"C, 1 DLC 2"C, 1 DLC 4 4
5 Ø2 Ø5 CB CB R3-18 R10-5
6 6 AB RC AB RC AB
8 Ø8PED Ø6PED Ø8PPB
8Ø6PPB
8 Ø4PED Ø4PPB
3 6
2019-11-11 3:29 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_T-101.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019 T-105 76

TRAFFIC SIGNAL PLAN

STATE STREET AT STANDLEY STREET EM JS STATE ST
STANDLEY ST TRAFFIC SIGNALS - IMPROVEMENT PLAN SCALE: 1" = 20' NOTE: LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM THE BEST INFORMATION AVAILABLE. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (800) 227-2600 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. 1. ALL PULL BOXES SHALL BE No.5 UNLESS NOTED ON PLAN. 2. POLES, PULL BOXES AND DETECTOR POSITIONS SHALL BE VERIFIED BY THE ENGINEER PRIOR TO INSTALLATION. 3. LOOP DETECTORS SHALL BE CENTERED IN EFFECTIVE LANE WIDTHS UNLESS OTHERWISE NOTED ON THE PLAN OR DIRECTED BY THE ENGINEER. 4. THE WORK ON THESE PLANS SHALL BE PERFORMED IN CONFORMANCE WITH THE LATEST EDITIONS OF THE CALTRANS STANDARD PLANS, STANDARD SPECIFICATIONS, SIGN SPECIFICATION SHEETS, CITY CONSTRUCTION STANDARDS, AND THE CALIFORNIA MUTCD. 5. THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. 6. CONTRACTOR SHALL VERIFY OVERHEAD AND UNDERGROUND CLEARANCE WITH ALL UTILITY COMPANIES PRIOR TO START OF WORK. 7. PULL BOXES FOR SIGNAL STANDARDS SHALL BE LOCATED WITHIN FIVE FEET OF THE STANDARD. 8. ALL SIGNALS SHALL HAVE 12-INCH LED INDICATIONS, WITH TUNNEL VISORS AND BACKPLATES. 9. CONTRACTOR SHALL FURNISH AND INSTALL FOUNDATIONS AND ALL ANCILLARY HARDWARE (INCLUDING BOLTS, NUTS, MOUNTINGS, ETC.) FOR A COMPLETE SIGNAL INSTALLATION PER THESE PLANS. 10. RECORD DRAWINGS SHALL BE PROVIDED TO THE CITY OF UKIAH AT THE CLOSE OF THE PROJECT. 11. CONTRACTOR SHALL DELIVER ALL SALVAGED SIGNAL EQUIPMENT TO THE CITY OF UKIAH PUBLIC WORKS CORPORATION YARD AT 1320 AIRPORT ROAD. CONTACT (707) 463-6296 TO ARRANGE DELIVERY. 12. CONTRACTOR SHALL PAINT ALL POLE, SIGNAL HOUSINGS, VISORS AND BACK PLATES. GENERAL NOTES: PROJECT NOTES: 1 ABBREVIATIONS: ALL EXISTING PEDESTRIAN SIGNALS SHALL BE REPLACED. ALL PEDESTRIAN SIGNALS SHALL BE LED WITH COUNTDOWN HAND-MAN INDICATIONS. 2 ALL EXISTING PEDESTRIAN PUSH BUTTONS SHALL BE REPLACED. ALL PEDESTRIAN PUSH BUTTONS SHALL BE POLARA NAVIGATOR, OR APPROVED EQUAL. BBS BATTERY BACKUP SYSTEM PED PEDESTRIAN SIGNAL HEAD PPB PEDESTRIAN PUSH BUTTON STEADY DEMAND SEQUENCE EXISTING PHASE DIAGRAM Ø8 PED Ø1 Ø1Ø1 PED Ø2 Ø2 PED
Ø4 PED STEADY DEMAND SEQUENCE PROPOSED PHASE DIAGRAMØ2 Ø6 Ø2PED Ø6 PED Ø6 Ø4 PED Ø4 Ø4 Ø4 Ø4
N
0 10' 20' 40'
Ø4 PED
3 LEGEND: NEW EXISTING SIGNAL EQUIPMENT STREET LIGHT ROAD SIGN CONTROLLER ASSEMBLY PEDESTRIAN HEAD SERVICE ENCLOSURE POLE AND PEDESTRIAN PUSH BUTTON PULL BOX TYPE "A" DETECTOR LOOP GRIDSMART DETECTION CAMERA SYSTEM VIDEO DETECTION ZONE (SUGGESTED) TRAFFIC SIGNAL CONDUIT Ø6 Ø1 PED Ø1 Ø2 Ø2 PED Ø1 4 FURNISH AND INSTALL 4-SECTION SIGNAL HEAD. SEE DETAIL A THIS SHEET. 5 FURNISH AND INSTALL VIDEO DETECTION CAMERA ON SIGNAL POLE. COORDINATE DETECTION ZONES WITH ENGINEER. GA FYA YARA DETAIL A 4-SECTION VIDEO DETECTION ZONE CROSSWALK CENTERLINE OF LANE (LIMIT LINE DETECTION) STANDARD NOTES:
6 INSTALL TYPE "A" DETECTOR .7 FURNISH AND INSTALL 2-2" CONDUITS BETWEEN 2 NEW #5 PULL BOXES SET IN FRONT OF CONTROLLER CABINETS AT STATE ST AT PERKINS ST. AND STATE ST AT STANDLEY ST. ADD ROPE TO EMPTY CONDUITS. 8 REMOVE AND SALVAGE POLE AND EQUIPMENT. FOUNDATION TO BE ABANDONED. DH DETECTOR HANDHOLE CB INSTALL CONDUIT INTO EXISTING PULL BOX AB ABANDON, IF APPLIED TO CONDUIT, REMOVE CONDUCTORS FA FOUNDATION TO BE ABANDONED RC EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR RS REMOVE AND SALVAGE EQUIPMENT FURNISH AND INSTALL 2-2" CONDUITS BETWEEN 2 NEW #5 PULL BOXES SET IN FRONT OF CONTROLLER CABINETS AT STATE ST AT PERKINS ST. AND STATE ST AT STANDLEY ST. ADD ROPE TO EMPTY CONDUITS.

Page 101 of 691 ends

2019-11-11 3:29 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\CIVIL\11191705_T-101.DWG SHEET DRWN: PROJ NO:0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp. SI GER ET RED PROFESSIONA L ENGINEER STAT E OF CA L I FOR N AI C I V I L T T A M HE W G L E N K E NNE D Y BID SET 11/12/2019 T-106 77

TRAFFIC SIGNAL PLAN
STATE STREET AT STANDLEY STREET EM JS NOTE: LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM THE BEST INFORMATION AVAILABLE. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (800) 227-2600 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. WATTAGE PED. SIGNAL ØPPB MOUNTINGPOLE MOUNTING EQUIPMENT AND POLE SCHEDULE LUMINAIRE SPECIAL REQUIREMENTS * LUM. MA (FEET) TYPE SIG. MA STANDARD (FEET) NO. VEHICLE SIGNAL MAST ARM (HPS) NOTE: NOTE: CONDUCTOR SCHEDULE #14 #8 DLC CONDUIT SIZE AWG CIRCUIT RUNS OR CABLE #10 RSRS FA RS FA RS FA

Page 102 of 691 ends

620
620
620
619
617
618 619
619
619
618
617
618
618
617 PM PM PM PM 3+00 4+00 5+00 6+00 7+00

W MILL STREET STATE STREET PA EQ EQ EQ ALIGN
1'-6"
TYP. EQ
3'-0" NOMINAL, ALIGN

WITH EDGE OF TREE
PIT, TYP.
4'-6" EQ EQ
CL 4'-2"
4'-6"
CL CL
3'-0" NOMINAL, ALIGN

WITH EDGE OF TREE
PIT, TYP.
1'-6"
TYP.

CL
CL CL
1'-6"
TYP. LIGHT EXPOSED AGGREGATE FINISH, TYP. BRICK BAND, TYP. 6 LM.201 MEDIUM EXPOSED AGGREGATE FINISH, TYP. TRASH RECEPTACLE, SURFACE MOUNT SYMBOL TYPE BIKE RACK, SURFACE MOUNT BENCH, SURFACE MOUNT STREET LIGHT WITH MOUNTED SIGNAL PEDESTRIAN-LEVEL STREET LIGHT TYPE 1 CIP CONCRETE PAVING WITH LIGHT EXPOSED AGGREGATE, SCORE JOINT PER PLAN PEDESTRIAN-LEVEL STREET LIGHT WITH SIGNAL CIP CONCRETE PAVING WITH MEDIUM EXPOSED AGGREGATE FINISH, 1.5'X3' SCORE JOINT GRID PLANTER RAIL LANDSCAPE LAYOUT NOTES SYMBOLS AND ABBREVIATIONS SED (E) EQPA SEE ELECTRICAL DRAWINGS EXISTING EQUAL PLANTING AREA TYP TYPICAL OC ON CENTER AB AGGREGATE BASE 1. ALL LAYOUT WORK SHALL BE APPROVED BY THE ENGINEER PRIOR TO THE START OF ANY EXCAVATION. 2. ALL DIMENSIONS ON THE DRAWINGS ARE IN FEET AND INCHES. 3. REFER TO CIVIL HORIZONTAL CONTROL PLANS FOR CURB, GUTTER, SIDWALK CURB-RAMP AND DRIVEWAY DIMENSIONING INFORMATION, AND FOR TREE LOCATION STATION POINTS. 4. REFOR TO CIVIL GRADING PLANS FOR GRADING INFORMATION. 5. LIGHT FIXTURES SHOWN FOR REFERENCE. REFER TO CIVIL HORIZONTAL CONTROL PLANS FOR FIXTURE LOCATIONS. REFER TO ELECTRICAL LIGHTING PLANS FOR CIRCUITRY AND COMPLETE FIXTURE SPECIFICATIONS. 6. UNLESS SHOWN OTHERWISE THE FOLLOWING SHALL GOVERN THE ALIGNMENT OF PAVEMENT, HARDSCAPE AND SCORELINES: EDGES OF PAVING AND SCORING ARE PARALLEL OR PERPENDICULAR TO THE STRAIGHT LINE. FURNISHING SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO PAVING AND OTHER BUILT WORK. PAVEMENT AND HARDSCAPE WORK ARE TO BE PARALLEL OR PERPENDICULAR TO THE FACE OF BUILDING, EDGES OF PAVING AND SCORELINES SHALL ALIGN TO THE FACES OR CENTERLINES OF BUILDINGS, COLUMNS AND EXISTING HARDSCAPE ELEMENTS INDICATED TO REMAIN. 7. SCORELINES, EDGES OF PAVEMENT, CHANGES IN PAVEMENT COLOR AND TEXTURE, AND HARDSCAPE ELEMENTS SHALL ALIGN AS INDICATED. 8. INSTALL SCORE MARKS AT AN EVEN SPACING AS SHOWN IN THE PLAN. ADJUST 4'-0" X 4'-0" +/- GRID TO PROVIDE EVEN SPACING BETWEEN TREE WELLS AND TO ALIGN WITH EDGES OF PAVEMENT, AS SHOWN ON PLAN. 9. INSTALL EXPANSION JOINTS WITH SEALANT AT ALL BUILDING WALLS, EDGE OF STRUCTURE, COLUMNS, ETC. LOCATE EXPANSION JOINTS IN SIDEWALK AT INTERVAL CLOSEST TO 20 FEET BUT NO MORE THAN 30 FEET APART. PLACE EXPANSION JOINTS AT THOSE INTERVALS IN LIEU OF SCORE LINES SHOWN ON PLAN. 10. ELIMINATE SCORE LINES THAT WOULD OCCUR TWO INCHES OR LESS FROM AN EXISTING WALL OR THE LIMIT OF WORK. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATIONS OF ALL UTILITIES IN THE FIELD. LOCATIONS SHOWN ON THE PLAN ARE APPROXIMATE AND FOR GENERAL INFORMATION ONLY. THE CONTRACTOR SHALL NOTIFY UTILITY SERVICES AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION ON THIS PROJECT. 12. CONTRACTOR SHALL REPAIR AT HIS/HER OWN EXPENSE ANY DAMAGE, WHETHER INSIDE OR OUTSIDE OF THE LIMIT OF WORK LINE, TO UTILITY SYSTEMS, SURFACE PAVEMENTS, FIXTURES OR STRUCTURES THAT ARE NOT SPECIFICALLY INDICATED TO BE REMOVED OR RELOCATED AS PART OF THE PROJECT CONSTRUCTION. 13. THE CONTRACTOR SHALL EXERCISE PARTICULAR CARE WHILE WORKING IN THE VICINITY OF ACTIVE UTILITY AND DRAINAGE STRUCTURES. IN THE EVENT THAT ANY EXISTING STRUCTURES OR UTILITIES ARE DAMAGED AND THE SERVICES DISRUPTED, THE LINES SHALL BE IMMEDIATELY REPAIRED AND THE SERVICES RESTORED AS DIRECTED BY THE ENGINEER AT NO COST TO THE OWNER. (N) NEW CIP CAST IN PLACE LANDSCAPE LAYOUT LEGENDDETAIL EXISTING TREE TO REMAIN AND BE PROTECTED 2 LM.200 SED SED SED SCD SCD1 LM.2003 LM.200 TREE PIT WITH DECOMPOSED GRANITE MULCH 3'X5' OR 5'X8' PER PLAN7 LP.200 PEDESTRIAN-LEVEL STREET LIGHT TYPE 2 SED EXISTING UTILITY POLE, SCD EXISTING SPECIALTY PAVING TO REMAIN AND BE PROTECTED SCD SEE CIVIL DRAWINGS THERMOPLASTIC DECORATIVE TREATMENT AT CROSSWALKS SCD 2019-11-12 9:16 AM JTATRO
N:\8000\8333 UKIAH DOWNTOWN STREETSCAPE\4-DOCUMENTS\6-BID SET\LM.100 E MILL STREET.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

S T A T
4251A
. K S E MA J T S

Y E L K CI SIGNATURE DATE GE R SI T E R E D LA N DS C A P E A RC H I T EC T E X P . 1 1 - 3 0 - 1 9 LM.100 E. MILL STREET
0 20' 40' SCALE: 1" = 20'
N
MATCH LINE SEE SHEET LM.101 78

LANDSCAPE MATERIALS &

FURNISHINGS PLAN

Page 103 of 691 ends

623
623
622
623
622
622
622
621
621
621
621
621
621 620
620
620 620
620
620
619
D PM PM PM PM PM PM PM PM PM PM PM 7+00 8+00 9+00 10+00 11+00 BUSES ONLY SEMINARY AVE STATE STREET 8'-6" PA EQ EQ EQ EQ EQ 9'-9" EQ 13'-0" PA PA PA PA PA PA 1'-6"
4'-6"
TYP.
4'-6"
TYP.
4'-0" EQ EQ ALIGN WITH RAMP, TYP.
3'-0", TYP.

CL CL
CL CL
3'-0", TYP.

CL CL
CL
1'-6" TYP.

CL 1'-6"
CL CL LIGHT EXPOSED AGGREGATE FINISH, TYP. BRICK BAND, TYP. 6 LM.201 MEDIUM EXPOSED AGGREGATE FINISH, TYP. TRASH RECEPTACLE, SURFACE MOUNT SYMBOL TYPE BIKE RACK, SURFACE MOUNT BENCH, SURFACE MOUNT STREET LIGHT WITH MOUNTED SIGNAL PEDESTRIAN-LEVEL STREET LIGHT TYPE 1 CIP CONCRETE PAVING WITH LIGHT EXPOSED AGGREGATE, SCORE JOINT PER PLAN PEDESTRIAN-LEVEL STREET LIGHT WITH SIGNAL CIP CONCRETE PAVING WITH MEDIUM EXPOSED AGGREGATE FINISH, 1.5'X3' SCORE JOINT GRID PLANTER RAIL LANDSCAPE LAYOUT LEGENDDETAIL EXISTING TREE TO REMAIN AND BE PROTECTED 2 LM.200 SED SED SED SCD SCD1 LM.2003 LM.200 TREE PIT WITH DECOMPOSED GRANITE MULCH 3'X5' OR 5'X8' PER PLAN7 LP.200 PEDESTRIAN-LEVEL STREET LIGHT TYPE 2 SED EXISTING UTILITY POLE, SCD EXISTING SPECIALTY PAVING TO REMAIN AND BE PROTECTED THERMOPLASTIC DECORATIVE TREATMENT AT CROSSWALKS SCD 2019-11-12 9:16 AM JTATRO
N:\8000\8333 UKIAH DOWNTOWN STREETSCAPE\4-DOCUMENTS\6-BID SET\LM.101 SEMINARY AVENUE.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

S T A T
4251A
. K S E MA J T S

Y E L K CI SIGNATURE DATE GE R SI T E R E D LA N DS C A P E A RC H I T EC T E X P . 1 1 - 3 0 - 1 9
0 20' 40' SCALE: 1" = 20'
N
MATCH LINE SEE SHEET LM.102
MATCH LINE SEE SHEET LM.100 LM.101 SEMINARY AVENUE 79

LANDSCAPE MATERIALS &

FURNISHINGS PLAN

Page 104 of 691 ends

629
628
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626
627
626
627
628
628
628
629
628
627 626
627
627
626
626
625
625
624
624
624
624
624
624
623
623
D PM PM PM PM PM PM PM PM PM 12+00 13+00 14+00 15+00 16+00 BUSES ONLY

STEPEHNSON STREET
STREET

CLAY STATE STREET PAPA PA
PA PA EQ EQ 5'-9" 13'-3" EQ EQ

EQ EQ EQ EQ
4'-0"
ALIGN 4'-0" 3'-0" 13'-9" 24'-6" 23'-0" 4'-3"
3'-0", TYP.
4'-6"
5'-0", TYP.
8'-0"
ALIGN
R11'-4"
ALIGN
3'-0", TYP. ALIGN, TYP. ALIGN WITH RAMP, TYP.

CL CL ALIGN 20'-3"
1'-6"
CL 1'-6"

CL CL CL CL
CL CL 1'-6" CL
4'-0" 28'-10"
5'-0", TYP. LIGHT EXPOSED AGGREGATE FINISH, TYP. BRICK BAND, TYP. 6 LM.200 MEDIUM EXPOSED AGGREGATE FINISH, TYP. TRASH RECEPTACLE, SURFACE MOUNT SYMBOL TYPE BIKE RACK, SURFACE MOUNT BENCH, SURFACE MOUNT STREET LIGHT WITH MOUNTED SIGNAL PEDESTRIAN-LEVEL STREET LIGHT TYPE 1 CIP CONCRETE PAVING WITH LIGHT EXPOSED AGGREGATE, SCORE JOINT PER PLAN PEDESTRIAN-LEVEL STREET LIGHT WITH SIGNAL CIP CONCRETE PAVING WITH MEDIUM EXPOSED AGGREGATE FINISH, 1.5'X3' SCORE JOINT GRID PLANTER RAIL LANDSCAPE LAYOUT LEGENDDETAIL EXISTING TREE TO REMAIN AND BE PROTECTED 2 LM.200 SED SED SED SCD SCD1 LM.2003 LM.200 TREE PIT WITH DECOMPOSED GRANITE MULCH 3'X5' OR 5'X8' PER PLAN7 LP.200 PEDESTRIAN-LEVEL STREET LIGHT TYPE 2 SED EXISTING UTILITY POLE, SCD EXISTING SPECIALTY PAVING TO REMAIN AND BE PROTECTED THERMOPLASTIC DECORATIVE TREATMENT AT CROSSWALKS SCD 2019-11-12 9:17 AM JTATRO
N:\8000\8333 UKIAH DOWNTOWN STREETSCAPE\4-DOCUMENTS\6-BID SET\LM.102 CLAY STREET.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

S T A T
4251A
. K S E MA J T S

Y E L K CI SIGNATURE DATE GE R SI T E R E D LA N DS C A P E A RC H I T EC T E X P . 1 1 - 3 0 - 1 9
MATCH LINE SEE SHEET LM.103
MATCH LINE SEE SHEET LM.101 LM.102 CLAY STREET 80

LANDSCAPE MATERIALS &

FURNISHINGS PLAN

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CHURCH
STREET
PERKINS STATE STREET PAPA PAPA PAPA PAPA EQ 13'-6" 7'-9" 15'-9" 15'-6" EQ 2'-6"
TYP. EQ 4'-0" 10'-6" 4'-0" EQ 18'-0" 17'-6" 16'-6" 18'-6" 5'-0" 4'-0" 17'-3" 13'-0" 25'-9" 5'-0", TYP.
5'-0", TYP.
4'-0"
4'-0"
ALIGN EQEQ EQ 14'-0" ALIGN, TYP. CL CL CL CL CL CL CL
5'-0", TYP.
5'-0", TYP. CL CL 2'-6"
TYP. CL CL CL 3'-0" CL
5'-0", TYP. 6'-10"
2'-6"
TYP. CL
2'-6"
TYP.
2'-6"
TYP. CL CL
5'-0", TYP. CL 5'-0", TYP. LIGHT EXPOSED AGGREGATE FINISH, TYP. BRICK BAND, TYP. 6 LM.201 MEDIUM EXPOSED AGGREGATE FINISH, TYP. TRASH RECEPTACLE, SURFACE MOUNT SYMBOL TYPE BIKE RACK, SURFACE MOUNT BENCH, SURFACE MOUNT STREET LIGHT WITH MOUNTED SIGNAL PEDESTRIAN-LEVEL STREET LIGHT TYPE 1 CIP CONCRETE PAVING WITH LIGHT EXPOSED AGGREGATE, SCORE JOINT PER PLAN PEDESTRIAN-LEVEL STREET LIGHT WITH SIGNAL CIP CONCRETE PAVING WITH MEDIUM EXPOSED AGGREGATE FINISH, 1.5'X3' SCORE JOINT GRID PLANTER RAIL LANDSCAPE LAYOUT LEGENDDETAIL EXISTING TREE TO REMAIN AND BE PROTECTED 2 LM.200 SED SED SED SCD SCD1 LM.200 3 LM.200 TREE PIT WITH DECOMPOSED GRANITE MULCH 3'X5' OR 5'X8' PER PLAN 7 LP.200 PEDESTRIAN-LEVEL STREET LIGHT TYPE 2 SED EXISTING UTILITY POLE, SCD EXISTING SPECIALTY PAVING TO REMAIN AND BE PROTECTED THERMOPLASTIC DECORATIVE TREATMENT AT CROSSWALKS SCD 2019-11-12 9:17 AM JTATRO
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REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
BID SET 11/12/2019
415.575.4722
fax 215.732.2551
Wallace Roberts & Todd, LLC
478 Tehama Street, Suite 2B
San Francisco, CA 94103
Planning & Design LI FO R N AI F C O E S T A T
4251A. K S E MA J T S Y E L K CI SIGNATURE DATE GE R SI T E R E D LA N DS C A P E A RC H I T EC T E X P . 1 1 - 3 0 - 1 9 0 20' 40' SCALE: 1" = 20' N MATCH LINE SEE SHEET LM.102
MATCH LINE SEE SHEET LM.104 LM.103 CHURCH STREET 81

LANDSCAPE MATERIALS &
FURNISHINGS PLAN MATCH LINE SEE SHEET LM.106 MATCH LINE SEE SHEET LM.107

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PM
STREET

STANDLEY
W SMITH STREET STATE STREET PAPA PAPA 13'-0"4'-0" 5'-3" EQ EQ 7'-0" 6'-0" 9'-6" 8'-9" 13'-3" 9'-0" EQ 21'-3" 24'-6" 5'-0", TYP. 7'-6" 21'-3" 21'-3" 26'-0" 23'-9" 25'-6" 26'-0" 5'-9" 5'-0", TYP. 5'-0", TYP. EQ 14'-0" ALIGN WITH EDGE OF RAMP, TYP. ALIGN, TYP.

CL CL
CL
5'-0", TYP. 5'-0", TYP.

CL 2'-6"
TYP. CL
CL CL 2'-6" TYP. CL
2'-6" TYP.

CL CL
CL
CL CL 2'-6" TYP. CL
CL 2'-6" TYP. 4'-3" LIGHT EXPOSED AGGREGATE FINISH, TYP. BRICK BAND, TYP. 6 LM.201 MEDIUM EXPOSED AGGREGATE FINISH, TYP. TRASH RECEPTACLE, SURFACE MOUNT SYMBOL TYPE BIKE RACK, SURFACE MOUNT BENCH, SURFACE MOUNT STREET LIGHT WITH MOUNTED SIGNAL PEDESTRIAN-LEVEL STREET LIGHT TYPE 1 CIP CONCRETE PAVING WITH LIGHT EXPOSED AGGREGATE, SCORE JOINT PER PLAN PEDESTRIAN-LEVEL STREET LIGHT WITH SIGNAL CIP CONCRETE PAVING WITH MEDIUM EXPOSED AGGREGATE FINISH, 1.5'X3' SCORE JOINT GRID PLANTER RAIL LANDSCAPE LAYOUT LEGENDDETAIL EXISTING TREE TO REMAIN AND BE PROTECTED 2 LM.200 SED SED SED SCD SCD1 LM.2003 LM.200 TREE PIT WITH DECOMPOSED GRANITE MULCH 3'X5' OR 5'X8' PER PLAN7 LP.200 PEDESTRIAN-LEVEL STREET LIGHT TYPE 2 SED EXISTING UTILITY POLE, SCD EXISTING SPECIALTY PAVING TO REMAIN AND BE PROTECTED THERMOPLASTIC DECORATIVE TREATMENT AT CROSSWALKS SCD 2019-11-12 9:17 AM JTATRO
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0 1"

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2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

S T A T
4251A
. K S E MA J T S

Y E L K CI SIGNATURE DATE GE R SI T E R E D LA N DS C A P E A RC H I T EC T E X P . 1 1 - 3 0 - 1 9
0 20' 40' SCALE: 1" = 20'
N
MATCH LINE SEE SHEET LM.103
MATCH LINE SEE SHEET LM.105 LM.104 SMITH STREET 82

LANDSCAPE MATERIALS &
FURNISHINGS PLAN MATCH LINE SEE SHEET LM.108 MATCH LINE SEE SHEET LM.109

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PM PM PM
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W HENRY STATE STREET PA PA PA 5'-0"
2'-6"
TYP. EQ EQ 18'-0" 31'-6" ALIGN, TYP. ALIGN WITH RAMP, TYP.

CL CL
TYP.
2'-6" CL
CL
5'-0", TYP.
5'-0", TYP. LIGHT EXPOSED AGGREGATE FINISH, TYP. BRICK BAND, TYP. 6 LM.201 MEDIUM EXPOSED AGGREGATE FINISH, TYP. TRASH RECEPTACLE, SURFACE MOUNT SYMBOL TYPE BIKE RACK, SURFACE MOUNT BENCH, SURFACE MOUNT STREET LIGHT WITH MOUNTED SIGNAL PEDESTRIAN-LEVEL STREET LIGHT TYPE 1 CIP CONCRETE PAVING WITH LIGHT EXPOSED AGGREGATE, SCORE JOINT PER PLAN PEDESTRIAN-LEVEL STREET LIGHT WITH SIGNAL CIP CONCRETE PAVING WITH MEDIUM EXPOSED AGGREGATE FINISH, 1.5'X3' SCORE JOINT GRID PLANTER RAIL LANDSCAPE LAYOUT LEGENDDETAIL EXISTING TREE TO REMAIN AND BE PROTECTED 2 LM.200 SED SED SED SCD SCD1 LM.2003 LM.200 TREE PIT WITH DECOMPOSED GRANITE MULCH 3'X5' OR 5'X8' PER PLAN7 LP.200 PEDESTRIAN-LEVEL STREET LIGHT TYPE 2 SED EXISTING UTILITY POLE, SCD EXISTING SPECIALTY PAVING TO REMAIN AND BE PROTECTED THERMOPLASTIC DECORATIVE TREATMENT AT CROSSWALKS SCD 2019-11-12 9:18 AM JTATRO
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0 1"

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ORIGINAL DRAWING OF

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2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

S T A T
4251A
. K S E MA J T S

Y E L K CI SIGNATURE DATE GE R SI T E R E D LA N DS C A P E A RC H I T EC T E X P . 1 1 - 3 0 - 1 9
0 20' 40' SCALE: 1" = 20'
N
MATCH LINE SEE SHEET LM.104
END WORK STATE STREET LM.105 HENRY STREET 83

LANDSCAPE MATERIALS &

FURNISHINGS PLAN

Page 108 of 691 ends

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D PM PM PM PERKINS STREET RE-INSTALL PARKLET PLANTERS AND BENCHES IN THIS LOCATION, FIELD FIT BASED ON DIRECTION FROM LANDSCAPE ARCHITECT 5'-0" NOMINAL, ALIGN

WITH EDGE OF TREE
PIT, TYP. LIGHT EXPOSED AGGREGATE FINISH, TYP. BRICK BAND, TYP. 6 LM.201 TRASH RECEPTACLE, SURFACE MOUNT SYMBOL TYPE BIKE RACK, SURFACE MOUNT BENCH, SURFACE MOUNT STREET LIGHT WITH MOUNTED SIGNAL PEDESTRIAN-LEVEL STREET LIGHT TYPE 1 CIP CONCRETE PAVING WITH LIGHT EXPOSED AGGREGATE, SCORE JOINT PER PLAN PEDESTRIAN-LEVEL STREET LIGHT WITH SIGNAL CIP CONCRETE PAVING WITH MEDIUM EXPOSED AGGREGATE FINISH, 1.5'X3' SCORE JOINT GRID PLANTER RAIL LANDSCAPE LAYOUT LEGENDDETAIL EXISTING TREE TO REMAIN AND BE PROTECTED 2 LM.200 SED SED SED SCD SCD1 LM.2003 LM.200 TREE PIT WITH DECOMPOSED GRANITE MULCH 3'X5' OR 5'X8' PER PLAN7 LP.200 PEDESTRIAN-LEVEL STREET LIGHT TYPE 2 SED EXISTING UTILITY POLE, SCD EXISTING SPECIALTY PAVING TO REMAIN AND BE PROTECTED THERMOPLASTIC DECORATIVE TREATMENT AT CROSSWALKS SCD 2019-11-12 9:18 AM JTATRO
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0 1"

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ORIGINAL DRAWING OF

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2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

S T A T
4251A
. K S E MA J T S

Y E L K CI SIGNATURE DATE GE R SI T E R E D LA N DS C A P E A RC H I T EC T E X P . 1 1 - 3 0 - 1 9
0 20' 40' SCALE: 1" = 20'
N
BEGIN WORK PERKINS STREET LM.106 PERKINS STREET 84

LANDSCAPE MATERIALS &

FURNISHINGS PLAN
MATCH LINE SEE SHEET LM.103

Page 109 of 691 ends

S 8" SS 54+00 55+00 55+85
(E) SSMH #112 PERKINS PERKINS STREET
2019-11-12 9:19 AM JTATRO
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0 1"

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ORIGINAL DRAWING OF

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ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

S T A T
4251A
. K S E MA J T S

Y E L K CI SIGNATURE DATE GE R SI T E R E D LA N DS C A P E A RC H I T EC T E X P . 1 1 - 3 0 - 1 9 PERKINS STREET INTERSECTION
0 20' 40' SCALE: 1" = 20'
N
MATCH LINE SEE SHEET LM.106
END OF WORK PERKINS STREET LM.107 85

LANDSCAPE MATERIALS &
FURNISHINGS PLAN NOTE: NO LANDSCAPE IMPROVEMENTS. FOR REFERENCE ONLY.

Page 110 of 691 ends

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D PM PM PM STANDLEY STREET RE-INSTALL PARKLET BENCHES IN THESE LOCATIONS, FIELD FIT BASED ON DIRECTION FROM LANDSCAPE ARCHITECT 5'-0" NOMINAL, ALIGN

WITH EDGE OF TREE
PIT, TYP. LIGHT EXPOSED AGGREGATE FINISH, TYP. BRICK BAND, TYP. 6 LM.201 TRASH RECEPTACLE, SURFACE MOUNT SYMBOL TYPE BIKE RACK, SURFACE MOUNT BENCH, SURFACE MOUNT STREET LIGHT WITH MOUNTED SIGNAL PEDESTRIAN-LEVEL STREET LIGHT TYPE 1 CIP CONCRETE PAVING WITH LIGHT EXPOSED AGGREGATE, SCORE JOINT PER PLAN PEDESTRIAN-LEVEL STREET LIGHT WITH SIGNAL CIP CONCRETE PAVING WITH MEDIUM EXPOSED AGGREGATE FINISH, 1.5'X3' SCORE JOINT GRID PLANTER RAIL LANDSCAPE LAYOUT LEGENDDETAIL EXISTING TREE TO REMAIN AND BE PROTECTED 2 LM.200 SED SED SED SCD SCD1 LM.2003 LM.200 TREE PIT WITH DECOMPOSED GRANITE MULCH 3'X5' OR 5'X8' PER PLAN7 LP.200 PEDESTRIAN-LEVEL STREET LIGHT TYPE 2 SED EXISTING UTILITY POLE, SCD EXISTING SPECIALTY PAVING TO REMAIN AND BE PROTECTED THERMOPLASTIC DECORATIVE TREATMENT AT CROSSWALKS SCD 2019-11-12 9:19 AM JTATRO
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0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

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ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

S T A T
4251A
. K S E MA J T S

Y E L K CI SIGNATURE DATE GE R SI T E R E D LA N DS C A P E A RC H I T EC T E X P . 1 1 - 3 0 - 1 9
0 20' 40' SCALE: 1" = 20'
N
BEGIN WORK STANDLEY STREET LM.108 STANDLEY STREET 86

LANDSCAPE MATERIALS &

FURNISHINGS PLAN
MATCH LINE SEE SHEET LM.104

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2019-11-12 9:19 AM JTATRO
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0 1"

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ORIGINAL DRAWING OF

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REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

S T A T
4251A
. K S E MA J T S

Y E L K CI SIGNATURE DATE GE R SI T E R E D LA N DS C A P E A RC H I T EC T E X P . 1 1 - 3 0 - 1 9
0 20' 40' SCALE: 1" = 20'
N

END WORK STANDLEY STREET
MATCH LINE SEE SHEET LM.108 LM.109 MAIN STREET 87

LANDSCAPE MATERIALS &
FURNISHINGS PLAN NOTE: NO LANDSCAPE IMPROVEMENTS. FOR REFERENCE ONLY.

Page 112 of 691 ends

2" X 3
8" STEEL BAR, POWDERCOAT FINISH GALV. EXPANSION BOLT WITH ACORN HEAD, TYP. BASE PLATE 3'-0" 1'-8" PLAN
R6" BASE PLATE NOTE: COORDINATE EXACT MOUNTING WITH MANUFACTURER BENCH LEG AND FOOT, TYP. BENCH PAD, CONCRETE PAVING PER CIVIL SS LEVELING NUT, TYP. MATCH W/ BENCH COLOR EPOXY GROUT IN PLACE, TYP. STAINLESS STEEL ANCHOR CAP MATCH W/ BENCH COLOR 3/8" DIAMETER, 3 1/2"LONG, STAINLESS STEEL EXPANSION ANCHOR FINISH GRADE BENCH PAD (PLAN) MOUNTING AT BENCH PAD NOT TO SCALEPLANTING AREA BENCH LEG AND FOOT, TYP. BACK OF WALK PER PLANS BENCH PER PLANS ALIGN FRONT OF BENCH WITH BACK OF WALK 2'-3" 6'-6" 3" MIN. TYP. BENCH PAD, CONCRETE PAVEMENT THICKNESS AND REINFORCEMENT PER CIVIL DRAWINGS 8 1/2" 4" POST, 1 1/2" SQ HSS, POWDER COAT BLACK RAIL, 1" HSS, POWDER COAT BLACK. INSTALL AT 45 DEGREES TO HORIZONTAL, WELD TO POST. FLANGE, 1/4" THICK STEEL PLATE, WELD TO POST EXPANSION BOLT, 3/8" DIA X 3" EMBEDMENT, 3 PER POST AS SHOWN CONCRETE CURB OR THICKENED EDGE OF PAVEMENT PER CIVIL PLANS 2'-6" O.C. SECTION ELEVATION 3 1/2" 3 1/2" FINISH GRADE OF PLANTING AREA
3" 4" NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS PER SPECIFICATIONS SHOWING ELEVATION OF EACH FENCE CONCRETE SIDEWALK PER CIVIL 3/8" MORTAR JOINT, TYP. 2" MORTAR SETTING BED AGGREGATE BASE BRICK CURB PER CIVIL PREPARED SUBGRADE 2019-11-12 9:21 AM JTATRO
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2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

S T A T
4251A
. K S E MA J T S

Y E L K CI SIGNATURE DATE GE R SI T E R E D LA N DS C A P E A RC H I T EC T E X P . 1 1 - 3 0 - 1 9 88 MATERIALS DETAILS LM.200 BIKE RACK 2 SCALE: 3/4" = 1'-0"
- BENCH PAD
3 SCALE: 1 1/2" = 1'-0"
- PLANTER RAIL AT BIOSWALE
1 SCALE: 1 1/2" = 1'-0"
- Typical Enlargement Plan: Brick Band at Bulb-Out
4 SCALE: 1/4" = 1'-0"
- Typical Enlargement Plan: Brick Band Intersection Corner 5 SCALE: 1/4" = 1'-0"
- Brick Band
6 SCALE: 1 1/2" = 1'-0"
-
6 LM.201
6 LM.201

Page 113 of 691 ends

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618 619
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619
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618
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617 PM PM PM PM 3+00 4+00 5+00 6+00 7+00

W MILL STREET STATE STREET
1 KOE PAN 24" BOX
3 ROB AMB 24" BOX
2 KOE PAN 24" BOX
2 CHI TAS 24" BOX
1 KOE PAN 24" BOX
1 KOE PAN 24" BOX 1. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIM/HERSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE OF SAID UTILITIES. 2. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS. 4. SEE SPECIFICATIONS FOR PLANTING REQUIREMENTS, MATERIALS, EXECUTION, MAINTENANCE, AND ADDITIONAL INFO. 5. SEE DETAILS AND SPECIFICATIONS FOR PLANTING STAKING METHOD AND PLANTING SOIL REQUIREMENTS. 6. IF CONFLICTS ARISE BETWEEN SIZE OF AREAS AND PLANS, CONTRACTOR SHALL CONTACT ENGINEER FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN WILL RESULT IN CONTRACTOR'S LIABILITY FOR MATERIALS RELOCATION. 7. GROUNDCOVERS SHALL BE SPACED PER DETAILS. SHRUBS, PERENNIALS AND GRASSES SHALL BE SPACED PER PLAN OR PER DETAIL AS REQUIRED. 8. TREE LOCATIONS MAY BE ADJUSTED IN THE FIELD TO SUIT SPECIFIC SITE REQUIREMENTS AS DIRECTED BY ENGINEER. STAKE ALL TREE PLANTING LOCATIONS FOR APPROVAL. 9. ALL WORK TO BE PERFORMED BY LICENSED (C27) CONTRACTORS AND EXPERIENCED WORKERS. 10. SEE PLANTING LEGEND, SPECS AND BID ALTERNATE NOTES FOR BID ALTERNATE PLANT MATERIAL AREAS. 11. SEE LANDSCAPE LAYOUT PLANS FOR GRAVEL VS. WOOD MULCH AREAS. 12. SEE CIVIL DRAWINGS FOR RAIN GARDEN AREAS. 13. FOR MULCH TYPE REFER TO LANDSCAPE LAYOUT PLANS. PLANTING NOTES SYMBOL BOTANICAL NAME COMMON NAME ACE RUB ACER RUBRUM 'OCTOBER GLOW' OCTOBER GLOW RED MAPLE PLANTING LEGEND TREES AES CAR AESCULUS X CARNEA RED HORSE CHESTNUT EXISTING TREE TO REMAIN AND BE PROTECTED, SEE SPECIFICATIONS FOR TREE PROTECTION CHI TAS X CHITALPA TASHKENTENSIS 'PINK DAWN' PINK DAWN CHITALPA KOE PAN KOELREUTERIA PANICULATA GOLDEN RAIN TREE PLA ACE PLATANUS X ACERIFOLIA LONDON PLANE TREE QUE AGR QUERCUS AGRIFOLIA COAST LIVE OAK ROB AMB ROBINIA X AMBIGUA 'PURPLE ROBE' PURPLE ROBE LOCUST ULM PAR ULMUS PARVIFOLIA 'DRAKE' DRAKE CHINESE ELM MAG SOU MAGNOLIA X SOULANGEANA SAUCER MAGNOLIA ACE MAC ACER MACROPHYLLUM BIG LEAF MAPLE RATING WUCOLS M M
LM
MVL
L
L
M
M
e SIZE RATING SYMBOL BOTANICAL NAME COMMON NAME SHRUB AND GROUNDCOVER CONTAINER PLANTS AND MATERIALS WUCOLS SPACING ACHILLEA MILLEFOLIUM 'MOONSHINE' MOONSHINE YARROW 1 GAL L ACHILLEA MILLEFOLIUM 'PAPRIKA' PAPRIKA YARROW 1 GAL L CALAMAGROSTIS X ACUTIFLORA 'OVERDAM' OVERDAM FEATHER REED GRASS 1 GAL M CEANOTHUS MARITIMUS 'VALLEY VIOLET' VALLEY VIOLET CALIFORNIA LILAC 1 GAL L ERIGERON KARVINSKIANUS 'PROFUSION' PROFUSION SANTA BARBARA DAISY 1 GAL L GLADIOLUS COMMUNIS SUBSP. BYZANTINUS BYZANTINE GLADIOLA BULB M IRIS DOUGLASIANA DOUGLAS IRIS 1 GAL L JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL L CAREX DIVULSA BERKELEY SEDGE 1 GAL M LOMANDRA LONGIFOLIA 'BREEZE' BREEZE MAT RUSH 1 GAL L STACHYS BYZANTINA LAMB'S EARS 1 GAL L TEUCRIUM CHAMAEDRYS WALL GERMANDER 1 GAL L EPILOBIUM CANUM 'EVERETT'S CHOICE' EVERETT'S CHOICE CALIFORNIA FUCHSIA 1 GAL L SANTOLINA CHAMAECYPARISSUS LAVENDER COTTON 1 GAL L PER PLAN PER PLAN 18" 2019-11-12 9:21 AM JTATRO
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0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

S T A T
4251A
. K S E MA J T S

Y E L K CI SIGNATURE DATE GE R SI T E R E D LA N DS C A P E A RC H I T EC T E X P . 1 1 - 3 0 - 1 9
0 20' 40' SCALE: 1" = 20'
N
MATCH LINE SEE SHEET LP.101 LP.100 E. MILL STREET
LANDSCAPE PLANTING PLAN 89 ENLARGED PLANTING PLAN
1 SCALE: 1" = 10'-0"
-
1 LP-100

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SEMINARY AVE STATE STREET
1 ROB AMB 24" BOX
5 KOE PAN 24" BOX
2 AES CAR 24" BOX
1 KOE PAN 24" BOX
2 QUE AGR 24" BOX
2 KOE PAN 24" BOX
3 AES CAR 24" BOX
5 CHI TAS 24" BOX
1 AES CAR 24" BOX
1 AES CAR 24" BOX
1 KOE PAN 24" BOX SYMBOL BOTANICAL NAME COMMON NAME ACE RUB ACER RUBRUM 'OCTOBER GLOW' OCTOBER GLOW RED MAPLE PLANTING LEGEND TREES AES CAR AESCULUS X CARNEA RED HORSE CHESTNUT EXISTING TREE TO REMAIN AND BE PROTECTED, SEE SPECIFICATIONS FOR TREE PROTECTION CHI TAS X CHITALPA TASHKENTENSIS 'PINK DAWN' PINK DAWN CHITALPA KOE PAN KOELREUTERIA PANICULATA GOLDEN RAIN TREE PLA ACE PLATANUS X ACERIFOLIA LONDON PLANE TREE QUE AGR QUERCUS AGRIFOLIA COAST LIVE OAK ROB AMB ROBINIA X AMBIGUA 'PURPLE ROBE' PURPLE ROBE LOCUST ULM PAR ULMUS PARVIFOLIA 'DRAKE' DRAKE CHINESE ELM MAG SOU MAGNOLIA X SOULANGEANA SAUCER MAGNOLIA ACE MAC ACER MACROPHYLLUM BIG LEAF MAPLE RATING WUCOLS M M
LM
MVL
L
L
M
M
622
SEMINARY AVE 24" BOX 24" BOX 24" BOX
622
622 SIZE RATING SYMBOL BOTANICAL NAME COMMON NAME SHRUB AND GROUNDCOVER CONTAINER PLANTS AND MATERIALS WUCOLS SPACING ACHILLEA MILLEFOLIUM 'MOONSHINE' MOONSHINE YARROW 1 GAL L ACHILLEA MILLEFOLIUM 'PAPRIKA' PAPRIKA YARROW 1 GAL L CALAMAGROSTIS X ACUTIFLORA 'OVERDAM' OVERDAM FEATHER REED GRASS 1 GAL M CEANOTHUS MARITIMUS 'VALLEY VIOLET' VALLEY VIOLET CALIFORNIA LILAC 1 GAL L ERIGERON KARVINSKIANUS 'PROFUSION' PROFUSION SANTA BARBARA DAISY 1 GAL L GLADIOLUS COMMUNIS SUBSP. BYZANTINUS BYZANTINE GLADIOLA BULB M IRIS DOUGLASIANA DOUGLAS IRIS 1 GAL L JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL L CAREX DIVULSA BERKELEY SEDGE 1 GAL M LOMANDRA LONGIFOLIA 'BREEZE' BREEZE MAT RUSH 1 GAL L STACHYS BYZANTINA LAMB'S EARS 1 GAL L TEUCRIUM CHAMAEDRYS WALL GERMANDER 1 GAL L EPILOBIUM CANUM 'EVERETT'S CHOICE' EVERETT'S CHOICE CALIFORNIA FUCHSIA 1 GAL L SANTOLINA CHAMAECYPARISSUS LAVENDER COTTON 1 GAL L PER PLAN PER PLAN 18" 2019-11-12 9:22 AM JTATRO
N:\8000\8333 UKIAH DOWNTOWN STREETSCAPE\4-DOCUMENTS\6-BID SET\LP.101 SEMINARY AVENUE.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

S T A T
4251A
. K S E MA J T S

Y E L K CI SIGNATURE DATE GE R SI T E R E D LA N DS C A P E A RC H I T EC T E X P . 1 1 - 3 0 - 1 9
0 20' 40' SCALE: 1" = 20'
N
MATCH LINE SEE SHEET LP.102
MATCH LINE SEE SHEET LP.100 LP.101 SEMINARY AVENUE
LANDSCAPE PLANTING PLAN 90 ENLARGED PLANTING PLAN
1 SCALE: 1" = 10'-0"
-
1 LP-101
2 LP-101 ENLARGED PLANTING PLAN
2 SCALE: 1" = 10'-0"
-

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624
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624
623
623
D PM PM PM PM PM PM PM PM PM 12+00 13+00 14+00 15+00 16+00 BUSES ONLY

STEPEHNSON STREET
STREET

CLAY STATE STREET
3 KOE PAN 24" BOX
1 QUE AGR 24" BOX
6 PLA ACE 24" BOX
3 KOE PAN 24" BOX
1 QUE AGR 24" BOX
1 QUE AGR 24" BOX
6 PLA ACE 24" BOX SYMBOL BOTANICAL NAME COMMON NAME ACE RUB ACER RUBRUM 'OCTOBER GLOW' OCTOBER GLOW RED MAPLE PLANTING LEGEND TREES AES CAR AESCULUS X CARNEA RED HORSE CHESTNUT EXISTING TREE TO REMAIN AND BE PROTECTED, SEE SPECIFICATIONS FOR TREE PROTECTION CHI TAS X CHITALPA TASHKENTENSIS 'PINK DAWN' PINK DAWN CHITALPA KOE PAN KOELREUTERIA PANICULATA GOLDEN RAIN TREE PLA ACE PLATANUS X ACERIFOLIA LONDON PLANE TREE QUE AGR QUERCUS AGRIFOLIA COAST LIVE OAK ROB AMB ROBINIA X AMBIGUA 'PURPLE ROBE' PURPLE ROBE LOCUST ULM PAR ULMUS PARVIFOLIA 'DRAKE' DRAKE CHINESE ELM MAG SOU MAGNOLIA X SOULANGEANA SAUCER MAGNOLIA ACE MAC ACER MACROPHYLLUM BIG LEAF MAPLE RATING WUCOLS M M
LM
MVL
L
L
M
M
624 626
625
D PM
624 PM
628 SIZE RATING SYMBOL BOTANICAL NAME COMMON NAME SHRUB AND GROUNDCOVER CONTAINER PLANTS AND MATERIALS WUCOLS SPACING ACHILLEA MILLEFOLIUM 'MOONSHINE' MOONSHINE YARROW 1 GAL L ACHILLEA MILLEFOLIUM 'PAPRIKA' PAPRIKA YARROW 1 GAL L CALAMAGROSTIS X ACUTIFLORA 'OVERDAM' OVERDAM FEATHER REED GRASS 1 GAL M CEANOTHUS MARITIMUS 'VALLEY VIOLET' VALLEY VIOLET CALIFORNIA LILAC 1 GAL L ERIGERON KARVINSKIANUS 'PROFUSION' PROFUSION SANTA BARBARA DAISY 1 GAL L GLADIOLUS COMMUNIS SUBSP. BYZANTINUS BYZANTINE GLADIOLA BULB M IRIS DOUGLASIANA DOUGLAS IRIS 1 GAL L JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL L CAREX DIVULSA BERKELEY SEDGE 1 GAL M LOMANDRA LONGIFOLIA 'BREEZE' BREEZE MAT RUSH 1 GAL L STACHYS BYZANTINA LAMB'S EARS 1 GAL L TEUCRIUM CHAMAEDRYS WALL GERMANDER 1 GAL L EPILOBIUM CANUM 'EVERETT'S CHOICE' EVERETT'S CHOICE CALIFORNIA FUCHSIA 1 GAL L SANTOLINA CHAMAECYPARISSUS LAVENDER COTTON 1 GAL L PER PLAN PER PLAN 18" 2019-11-12 9:23 AM JTATRO
N:\8000\8333 UKIAH DOWNTOWN STREETSCAPE\4-DOCUMENTS\6-BID SET\LP.102 CLAY STREET.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

S T A T
4251A
. K S E MA J T S

Y E L K CI SIGNATURE DATE GE R SI T E R E D LA N DS C A P E A RC H I T EC T E X P . 1 1 - 3 0 - 1 9
0 20' 40' SCALE: 1" = 20'
N
LANDSCAPE PLANTING PLAN 91
MATCH LINE SEE SHEET LP.103
MATCH LINE SEE SHEET LP.101 LP.102 CLAY STREET ENLARGED PLANTING PLAN 1 SCALE: 1" = 10'-0"
-
1 LP-1023 LP-102
2 LP-102
4 LP-102
5 LP-102 ENLARGED PLANTING PLAN
2 SCALE: 1" = 10'-0"
- ENLARGED PLANTING PLAN
3 SCALE: 1" = 10'-0"
- ENLARGED PLANTING PLAN
4 SCALE: 1" = 10'-0"
- ENLARGED PLANTING PLAN
5 SCALE: 1" = 10'-0"
-

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631
631
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630
630
629
629
D PM PM PM PM PM PM 17+00 18+00 19+00 20+00 21+00 PM PM PM PM PM STREET
CHURCH
STREET

PERKINS STATE STREET
4 PLA ACE 24" BOX
1 PLA ACE 24" BOX
5 PLA ACE 24" BOX
2 PLA ACE 24" BOX
1 MAG SOU 24" BOX
1 ACE RUB 24" BOX
2 PLA ACE 24" BOX
1 QUE AGR 24" BOX
2 PLA ACE 24" BOX SYMBOL BOTANICAL NAME COMMON NAME ACE RUB ACER RUBRUM 'OCTOBER GLOW' OCTOBER GLOW RED MAPLE PLANTING LEGEND TREES AES CAR AESCULUS X CARNEA RED HORSE CHESTNUT EXISTING TREE TO REMAIN AND BE PROTECTED, SEE SPECIFICATIONS FOR TREE PROTECTION CHI TAS X CHITALPA TASHKENTENSIS 'PINK DAWN' PINK DAWN CHITALPA KOE PAN KOELREUTERIA PANICULATA GOLDEN RAIN TREE PLA ACE PLATANUS X ACERIFOLIA LONDON PLANE TREE QUE AGR QUERCUS AGRIFOLIA COAST LIVE OAK ROB AMB ROBINIA X AMBIGUA 'PURPLE ROBE' PURPLE ROBE LOCUST ULM PAR ULMUS PARVIFOLIA 'DRAKE' DRAKE CHINESE ELM MAG SOU MAGNOLIA X SOULANGEANA SAUCER MAGNOLIA ACE MAC ACER MACROPHYLLUM BIG LEAF MAPLE RATING WUCOLS M M
LM
MVL
L
L
M
M
633
D PM
632
632 634 SIZE RATING SYMBOL BOTANICAL NAME COMMON NAME SHRUB AND GROUNDCOVER CONTAINER PLANTS AND MATERIALS WUCOLS SPACING ACHILLEA MILLEFOLIUM 'MOONSHINE' MOONSHINE YARROW 1 GAL L ACHILLEA MILLEFOLIUM 'PAPRIKA' PAPRIKA YARROW 1 GAL L CALAMAGROSTIS X ACUTIFLORA 'OVERDAM' OVERDAM FEATHER REED GRASS 1 GAL M CEANOTHUS MARITIMUS 'VALLEY VIOLET' VALLEY VIOLET CALIFORNIA LILAC 1 GAL L ERIGERON KARVINSKIANUS 'PROFUSION' PROFUSION SANTA BARBARA DAISY 1 GAL L GLADIOLUS COMMUNIS SUBSP. BYZANTINUS BYZANTINE GLADIOLA BULB M IRIS DOUGLASIANA DOUGLAS IRIS 1 GAL L JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL L CAREX DIVULSA BERKELEY SEDGE 1 GAL M LOMANDRA LONGIFOLIA 'BREEZE' BREEZE MAT RUSH 1 GAL L STACHYS BYZANTINA LAMB'S EARS 1 GAL L TEUCRIUM CHAMAEDRYS WALL GERMANDER 1 GAL L EPILOBIUM CANUM 'EVERETT'S CHOICE' EVERETT'S CHOICE CALIFORNIA FUCHSIA 1 GAL L SANTOLINA CHAMAECYPARISSUS LAVENDER COTTON 1 GAL L PER PLAN PER PLAN 18" 2019-11-12 9:24 AM JTATRO
N:\8000\8333 UKIAH DOWNTOWN STREETSCAPE\4-DOCUMENTS\6-BID SET\LP.103 CHURCH STREET.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

S T A T
4251A
. K S E MA J T S

Y E L K CI SIGNATURE DATE GE R SI T E R E D LA N DS C A P E A RC H I T EC T E X P . 1 1 - 3 0 - 1 9
0 20' 40' SCALE: 1" = 20'
N
MATCH LINE SEE SHEET LP.102
MATCH LINE SEE SHEET LP.104 LP.103 CHURCH STREET 92
LANDSCAPE PLANTING PLAN MATCH LINE SEE SHEET LP.106 MATCH LINE SEE SHEET LP.107 1 SCALE: 1" = 10'-0"
-
1 LP-103 ENLARGED PLANTING PLAN
2 SCALE: 1" = 10'-0"
- 3 SCALE: 1" = 10'-0"
- 5 SCALE: 1" = 10'-0"
- 6 SCALE: 1" = 10'-0"
- 7 SCALE: 1" = 10'-0"
- 8 SCALE: 1" = 10'-0"
-
4 SCALE: 1" = 10'-0"
-
2 LP-103
5 LP-103
3 LP-103
4 LP-103
7 LP-103
8 LP-103
6 LP-103 ENLARGED PLANTING PLAN ENLARGED PLANTING PLAN ENLARGED PLANTING PLAN ENLARGED PLANTING PLAN ENLARGED PLANTING PLAN ENLARGED PLANTING PLAN ENLARGED PLANTING PLAN

Page 117 of 691 ends

633
633
634
633
634
635
635
634 634
633
634 22+00 23+00 24+00 25+00 PM PM PM PM PM PM PM PM PM PM PM PM
PM
STREET

STANDLEY

W SMITH STREET STATE STREET
1 MAG SOU 24" BOX
1 PLA ACE 24" BOX
1 PLA ACE 24" BOX
2 PLA ACE 24" BOX
2 PLA ACE 24" BOX
6 PLA ACE 24" BOX
2 PLA ACE 24" BOX SYMBOL BOTANICAL NAME COMMON NAME ACE RUB ACER RUBRUM 'OCTOBER GLOW' OCTOBER GLOW RED MAPLE PLANTING LEGEND TREES AES CAR AESCULUS X CARNEA RED HORSE CHESTNUT EXISTING TREE TO REMAIN AND BE PROTECTED, SEE SPECIFICATIONS FOR TREE PROTECTION CHI TAS X CHITALPA TASHKENTENSIS 'PINK DAWN' PINK DAWN CHITALPA KOE PAN KOELREUTERIA PANICULATA GOLDEN RAIN TREE PLA ACE PLATANUS X ACERIFOLIA LONDON PLANE TREE QUE AGR QUERCUS AGRIFOLIA COAST LIVE OAK ROB AMB ROBINIA X AMBIGUA 'PURPLE ROBE' PURPLE ROBE LOCUST ULM PAR ULMUS PARVIFOLIA 'DRAKE' DRAKE CHINESE ELM MAG SOU MAGNOLIA X SOULANGEANA SAUCER MAGNOLIA ACE MAC ACER MACROPHYLLUM BIG LEAF MAPLE RATING WUCOLS M M
LM
MVL
L
L
M
M
634
633
633 SIZE RATING SYMBOL BOTANICAL NAME COMMON NAME SHRUB AND GROUNDCOVER CONTAINER PLANTS AND MATERIALS WUCOLS SPACING ACHILLEA MILLEFOLIUM 'MOONSHINE' MOONSHINE YARROW 1 GAL L ACHILLEA MILLEFOLIUM 'PAPRIKA' PAPRIKA YARROW 1 GAL L CALAMAGROSTIS X ACUTIFLORA 'OVERDAM' OVERDAM FEATHER REED GRASS 1 GAL M CEANOTHUS MARITIMUS 'VALLEY VIOLET' VALLEY VIOLET CALIFORNIA LILAC 1 GAL L ERIGERON KARVINSKIANUS 'PROFUSION' PROFUSION SANTA BARBARA DAISY 1 GAL L GLADIOLUS COMMUNIS SUBSP. BYZANTINUS BYZANTINE GLADIOLA BULB M IRIS DOUGLASIANA DOUGLAS IRIS 1 GAL L JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL L CAREX DIVULSA BERKELEY SEDGE 1 GAL M LOMANDRA LONGIFOLIA 'BREEZE' BREEZE MAT RUSH 1 GAL L STACHYS BYZANTINA LAMB'S EARS 1 GAL L TEUCRIUM CHAMAEDRYS WALL GERMANDER 1 GAL L EPILOBIUM CANUM 'EVERETT'S CHOICE' EVERETT'S CHOICE CALIFORNIA FUCHSIA 1 GAL L SANTOLINA CHAMAECYPARISSUS LAVENDER COTTON 1 GAL L PER PLAN PER PLAN 18" 2019-11-12 9:25 AM JTATRO
N:\8000\8333 UKIAH DOWNTOWN STREETSCAPE\4-DOCUMENTS\6-BID SET\LP.104 SMITH STREET.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

S T A T
4251A
. K S E MA J T S

Y E L K CI SIGNATURE DATE GE R SI T E R E D LA N DS C A P E A RC H I T EC T E X P . 1 1 - 3 0 - 1 9
0 20' 40' SCALE: 1" = 20'
N
MATCH LINE SEE SHEET LP.103
MATCH LINE SEE SHEET LP.105 LP.104 SMITH STREET 93
LANDSCAPE PLANTING PLAN MATCH LINE SEE SHEET LP.108 MATCH LINE SEE SHEET LP.109 1 LP-104
2 LP-104
3 LP-104
4 LP-104
5 LP-104
7 LP-104
6 LP-104
8 LP-104
1 SCALE: 1" = 10'-0"
- ENLARGED PLANTING PLAN
2 SCALE: 1" = 10'-0"
- 3 SCALE: 1" = 10'-0"
- 4 SCALE: 1" = 10'-0"
- 5 SCALE: 1" = 10'-0"
- 6 SCALE: 1" = 10'-0"
- 7 SCALE: 1" = 10'-0"
- 8 SCALE: 1" = 10'-0"
- ENLARGED PLANTING PLAN ENLARGED PLANTING PLAN ENLARGED PLANTING PLAN ENLARGED PLANTING PLAN ENLARGED PLANTING PLAN ENLARGED PLANTING PLAN ENLARGED PLANTING PLAN

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626 626
627
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628
631
632
628
627
629
630
632
631
D 26+00 27+00 28+00 29+00 PM

PM PM PM
STREET

W HENRY STATE STREET
2 PLA ACE 24" BOX
2 PLA ACE 24" BOX
2 ACE MAC 24" BOX SYMBOL BOTANICAL NAME COMMON NAME ACE RUB ACER RUBRUM 'OCTOBER GLOW' OCTOBER GLOW RED MAPLE PLANTING LEGEND TREES AES CAR AESCULUS X CARNEA RED HORSE CHESTNUT EXISTING TREE TO REMAIN AND BE PROTECTED, SEE SPECIFICATIONS FOR TREE PROTECTION CHI TAS X CHITALPA TASHKENTENSIS 'PINK DAWN' PINK DAWN CHITALPA KOE PAN KOELREUTERIA PANICULATA GOLDEN RAIN TREE PLA ACE PLATANUS X ACERIFOLIA LONDON PLANE TREE QUE AGR QUERCUS AGRIFOLIA COAST LIVE OAK ROB AMB ROBINIA X AMBIGUA 'PURPLE ROBE' PURPLE ROBE LOCUST ULM PAR ULMUS PARVIFOLIA 'DRAKE' DRAKE CHINESE ELM MAG SOU MAGNOLIA X SOULANGEANA SAUCER MAGNOLIA ACE MAC ACER MACROPHYLLUM BIG LEAF MAPLE RATING WUCOLS M M
LM
MVL
L
L
M
M
628
628
627
629 PM SIZE RATING SYMBOL BOTANICAL NAME COMMON NAME SHRUB AND GROUNDCOVER CONTAINER PLANTS AND MATERIALS WUCOLS SPACING ACHILLEA MILLEFOLIUM 'MOONSHINE' MOONSHINE YARROW 1 GAL L ACHILLEA MILLEFOLIUM 'PAPRIKA' PAPRIKA YARROW 1 GAL L CALAMAGROSTIS X ACUTIFLORA 'OVERDAM' OVERDAM FEATHER REED GRASS 1 GAL M CEANOTHUS MARITIMUS 'VALLEY VIOLET' VALLEY VIOLET CALIFORNIA LILAC 1 GAL L ERIGERON KARVINSKIANUS 'PROFUSION' PROFUSION SANTA BARBARA DAISY 1 GAL L GLADIOLUS COMMUNIS SUBSP. BYZANTINUS BYZANTINE GLADIOLA BULB M IRIS DOUGLASIANA DOUGLAS IRIS 1 GAL L JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL L CAREX DIVULSA BERKELEY SEDGE 1 GAL M LOMANDRA LONGIFOLIA 'BREEZE' BREEZE MAT RUSH 1 GAL L STACHYS BYZANTINA LAMB'S EARS 1 GAL L TEUCRIUM CHAMAEDRYS WALL GERMANDER 1 GAL L EPILOBIUM CANUM 'EVERETT'S CHOICE' EVERETT'S CHOICE CALIFORNIA FUCHSIA 1 GAL L SANTOLINA CHAMAECYPARISSUS LAVENDER COTTON 1 GAL L PER PLAN PER PLAN 18" 2019-11-12 9:26 AM JTATRO
N:\8000\8333 UKIAH DOWNTOWN STREETSCAPE\4-DOCUMENTS\6-BID SET\LP.105 HENRY STREET.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

S T A T
4251A
. K S E MA J T S

Y E L K CI SIGNATURE DATE GE R SI T E R E D LA N DS C A P E A RC H I T EC T E X P . 1 1 - 3 0 - 1 9
0 20' 40' SCALE: 1" = 20'
N LP.105 HENRY STREET 94
MATCH LINE SEE SHEET LP.104

END WORK STATE STREET

LANDSCAPE PLANTING PLAN ENLARGED PLANTING PLAN
1 SCALE: 1" = 10'-0"
-
1 LP-105
2 LP-105 ENLARGED PLANTING PLAN
2 SCALE: 1" = 10'-0"
-

Page 119 of 691 ends

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638
638
638
637 637
637
636
635

D PM PM PM PERKINS STREET
4 ACE RUB 24" BOX SYMBOL BOTANICAL NAME COMMON NAME ACE RUB ACER RUBRUM 'OCTOBER GLOW' OCTOBER GLOW RED MAPLE PLANTING LEGEND TREES AES CAR AESCULUS X CARNEA RED HORSE CHESTNUT EXISTING TREE TO REMAIN AND BE PROTECTED, SEE SPECIFICATIONS FOR TREE PROTECTION CHI TAS X CHITALPA TASHKENTENSIS 'PINK DAWN' PINK DAWN CHITALPA KOE PAN KOELREUTERIA PANICULATA GOLDEN RAIN TREE PLA ACE PLATANUS X ACERIFOLIA LONDON PLANE TREE QUE AGR QUERCUS AGRIFOLIA COAST LIVE OAK ROB AMB ROBINIA X AMBIGUA 'PURPLE ROBE' PURPLE ROBE LOCUST ULM PAR ULMUS PARVIFOLIA 'DRAKE' DRAKE CHINESE ELM MAG SOU MAGNOLIA X SOULANGEANA SAUCER MAGNOLIA ACE MAC ACER MACROPHYLLUM BIG LEAF MAPLE RATING WUCOLS M M
LM
MVL
L
L
M
M
2019-11-12 9:27 AM JTATRO
N:\8000\8333 UKIAH DOWNTOWN STREETSCAPE\4-DOCUMENTS\6-BID SET\LP.106 PERKINS STREET.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

S T A T
4251A
. K S E MA J T S

Y E L K CI SIGNATURE DATE GE R SI T E R E D LA N DS C A P E A RC H I T EC T E X P . 1 1 - 3 0 - 1 9
0 20' 40' SCALE: 1" = 20'
N LP.106 PERKINS STREET 95

BEGIN WORK PERKINS STREET
MATCH LINE SEE SHEET LP.103
LANDSCAPE PLANTING PLAN NOTE: NO SHRUBS AND GROUNDCOVER CONTAINER PLANTS IN THIS SEGMENT OF CORRIDOR

Page 120 of 691 ends

PERKINS STREET
2019-11-12 9:27 AM JTATRO
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0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

S T A T
4251A
. K S E MA J T S

Y E L K CI SIGNATURE DATE GE R SI T E R E D LA N DS C A P E A RC H I T EC T E X P . 1 1 - 3 0 - 1 9
0 20' 40' SCALE: 1" = 20'

N PERKINS STREET INTERSECTION
MATCH LINE SEE SHEET LP.106
END OF WORK PERKINS STREET LP.10796 NOTE: NO LANDSCAPE IMPROVEMENTS. FOR REFERENCE ONLY.

LANDSCAPE PLANTING PLAN

Page 121 of 691 ends

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638
639
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636
636

D PM PM PM STANDLEY STREET
4 ULM PAR 24" BOX SYMBOL BOTANICAL NAME COMMON NAME ACE RUB ACER RUBRUM 'OCTOBER GLOW' OCTOBER GLOW RED MAPLE PLANTING LEGEND TREES AES CAR AESCULUS X CARNEA RED HORSE CHESTNUT EXISTING TREE TO REMAIN AND BE PROTECTED, SEE SPECIFICATIONS FOR TREE PROTECTION CHI TAS X CHITALPA TASHKENTENSIS 'PINK DAWN' PINK DAWN CHITALPA KOE PAN KOELREUTERIA PANICULATA GOLDEN RAIN TREE PLA ACE PLATANUS X ACERIFOLIA LONDON PLANE TREE QUE AGR QUERCUS AGRIFOLIA COAST LIVE OAK ROB AMB ROBINIA X AMBIGUA 'PURPLE ROBE' PURPLE ROBE LOCUST ULM PAR ULMUS PARVIFOLIA 'DRAKE' DRAKE CHINESE ELM MAG SOU MAGNOLIA X SOULANGEANA SAUCER MAGNOLIA ACE MAC ACER MACROPHYLLUM BIG LEAF MAPLE RATING WUCOLS M M
LM
MVL
L
L
M
M
2019-11-12 9:27 AM JTATRO
N:\8000\8333 UKIAH DOWNTOWN STREETSCAPE\4-DOCUMENTS\6-BID SET\LP.108 STANDLEY STREET.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

S T A T
4251A
. K S E MA J T S

Y E L K CI SIGNATURE DATE GE R SI T E R E D LA N DS C A P E A RC H I T EC T E X P . 1 1 - 3 0 - 1 9
0 20' 40' SCALE: 1" = 20'
N LP.108 STANDLEY STREET 97

BEGIN WORK STANDLEY STREET

LANDSCAPE PLANTING PLAN
STA 104+50 MATCH LINE SEE SHEET LP.104 NOTE: NO SHRUBS AND GROUNDCOVER CONTAINER PLANTS IN THIS SEGMENT OF CORRIDOR

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632 STANDLEY STREET
2019-11-12 9:28 AM JTATRO
N:\8000\8333 UKIAH DOWNTOWN STREETSCAPE\4-DOCUMENTS\6-BID SET\LP.109 MAIN STREET.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

S T A T
4251A
. K S E MA J T S

Y E L K CI SIGNATURE DATE GE R SI T E R E D LA N DS C A P E A RC H I T EC T E X P . 1 1 - 3 0 - 1 9
0 20' 40' SCALE: 1" = 20'
N

END WORK STANDLEY STREET
MATCH LINE SEE SHEET LP.108 LP.109 MAIN STREET 98 NOTE: NO LANDSCAPE IMPROVEMENTS. FOR REFERENCE ONLY.

LANDSCAPE PLANTING PLAN

Page 123 of 691 ends

1"1" 2X4 TREX HEADER W/ STAKES FINISH GRADE, ADJ. SIDEWALK PLACE 2" LAYER DECOMPOSED GRANITE (NOT STABLIZED) IN CENTER SECTION OF TREE PLANTER, HAND TAMP LOOSEN ROOT MASS AT BASE AND TOP TO EXPOSE FIRST LAYER OF ROOTS. SET TOP OF ROOT BALL 2" ABOVE PRE-MULCH GRADE DO NOT PRUNE LEADER PLANTING SOIL ROOT BARRIER STAKE ASSEMBLY, TYP. PREPARED SUBGRADE COMPACT SOIL UNDER ROOTBALL TO PREVENT SETTLING PLANTING SOIL SUBGRADE (3) LODGEPOLE PINE STAKES OUTSIDE OF ROOTBALL AREA DO NOT CUT LEADER REMOVE ANY DAMAGED, DISEASED OR BROKEN BRANCHES. USE PROPER PRUNING CUTS: NO HEADING OR STUBS 4" DEEP SAUCER OF PLANTING SOIL 3" MULCH. KEEP 6" AWAY FROM TRUNK LOOSEN ROOT MASS SCARIFY SIDES AND BOTTOM OF PIT 3 X ROOTBALL SIZE GALVANIZED SCREW ONE PAIR FLEXIBLE BLACK VINYL TREE TIES. ATTACH AT HIGHEST POINT WHERE TRUNK BENDS OR REQUIRES SUPPORT PLAN VIEW STAKE, TYP. TREE TRUNK FLEXIBLE TIES, TYP. PLYWOOD 1X 4" ATTACHED TO WOOD STAKES FOR STABILITLY AND TREE PROTECTION GALVANIZED SCREW, TYP. FERTILIZER TABLET UN-AMENDED BACKFILL 1'-6" TOP OF SET ROOTBALL 2" ABOVE ADJACENT GRADE COMPACT SOIL UNDER ROOTBALL TO PREVENT SETTLING 1'-6" 6"
8" FINISH GRADE AT PLANTING AREA PROCEDURE: 1. EXCAVATE AND REMOVE UNSUITABLE SOIL TO 2' DEPTH 2. RIP AND CROSS RIP SUBGRADE TO 8" DEPTH, LOOSEN ALL COMPACTED AREAS 3. MIX PLANTING SOIL AND LOOSENED SUBGRADE TO CREATE 1' TRANSITION ZONE 4. PLACE PLANTING SOIL OVER TRANSITION ZONE TO FINISH GRADE OF PLANTING AREA PLANTING SOIL INITIAL SUBGRADE ELEVATION UNDISTURBED SUBGRADE LOOSENED EXISTING SUBGRADE TRANSITION ZONE2'-0" 6" PLANT SPACING AS PER PLAN 2" MULCH INSTALLED BEFORE PLANTING AMENDED NATIVE SOIL BACKFILL MIX PER SPECS COMPACT SUBSOIL TO FORM 1" CROWN TO PREVENT SETTLING NOTE: 1. REFER TO PLANTING LIST FOR SIZE AND SPACING. 2. LOCATE FIRST ROW OF GROUNDCOVER ADJACENT TO PAVING. 60° CENTER OF GROUNDCOVER PLANT EDGE OF PLANTING AREA

SPACING
1/2 OF
SPACING NO SHREDDED BARK OR WOOD CHIPS TO LAY AGAINST COLLAR OF SHRUBS SET SHRUB AT SAME GRADE AS WAS SET IN NURSERY 3" MULCH SPADED BED EDGE AMENDED NATIVE SOIL BACKFILL MIX PER SPECIES SCARIFY TOP AND SIDES OF HOLE COMPACT PLANTING MIX BENEATH ROOTBALL TO PREVENT SETTLING 4" RIM CONTINUOUS BASIN DG PAVING, HAND TAMP, SHALL BE FLUSH WITH ADJACENT CURB OR PAVEMENT UNDISTURBED SOIL 4"

MAX CROWN AND TRUNK OF EXISTING TREE WHERE ROOT FLARE AND SURFACE ROOTS OCCUR, REDUCE DEPTH OF DG PAVING TO MAINTAIN LEVEL SURFACE PROTECT EXISTING TREE ROOTS HAND-EXCAVATE OR AIR SPADE TO DEPTH REQUIRED 2019-11-12 9:28 AM JTATRO
N:\8000\8333 UKIAH DOWNTOWN STREETSCAPE\4-DOCUMENTS\6-BID SET\LP.200 PLANTING DETAILS.DWG SHEET DRWN: PROJ NO:
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2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

S T A T
4251A
. K S E MA J T S

Y E L K CI SIGNATURE DATE GE R SI T E R E D LA N DS C A P E A RC H I T EC T E X P . 1 1 - 3 0 - 1 9 LP.200 PLANTING DETAILS TREE PLANTING IN TREE WELL 6 SCALE: 1" = 1'-0"
- TREE PLANTING
5 SCALE: 1" = 1'-0"
- PLANTING SOIL PREP
1 SCALE: 1 1/2" = 1'-0"
- GROUNDCOVER PLANTING
2 SCALE: 3/4" = 1'-0"
- GROUNDCOVER SPACING
3 SCALE: 1" = 1'-0"
- SHRUB PLANTING
4 SCALE: 1" = 1'-0"
- DECOPOSED GRANITE PAVING
7 SCALE: 1 1/2" = 1'-0"
- 99

Page 124 of 691 ends

TREE STAKES PER 5/ LP.200 DO NOT CUT LEADER REMOVE ANY DAMAGED, DISEASED OR BROKEN BRANCHES. USE PROPER PRUNING CUTS: NO HEADING OR STUBS 3 X ROOTBALL SIZE PLAN VIEW STAKE, TYP. TREE TRUNK FLEXIBLE TIES, TYP.

GALVANIZED SCREW, TYP.
1'-6" FINISH GRADE BIORETENTION SOIL MULCH PLANTING SOIL, TYP. ROOTBALL FINISH GRADE, ADJACENT SIDEWALK BIORETENTION SOIL PROFILE, SCD COMPACT UNDER ROOTBALL NATIVE SOIL FLUSH 2 1
2019-11-12 9:57 AM JTATRO
N:\8000\8333 UKIAH DOWNTOWN STREETSCAPE\4-DOCUMENTS\6-BID SET\LP.201 PLANTING DETAILS.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND

ROAD DIET PROJECT
BID SET 11/12/2019
415.575.4722
fax 215.732.2551
Wallace Roberts & Todd, LLC
478 Tehama Street, Suite 2B
San Francisco, CA 94103
Planning & Design LI FO R N AI

F C O E
S T AT
4251
A
. K S E MA J T S

Y E L K CI

SIGNATURE DATE

GE R SI T ER E D LA NDS C A P E A RC H I T EC T
E X P . 1 1 - 3 0 - 1 9 LP.201 PLANTING DETAILS TREE PLANTING AT BIORETENTION PLANTING AREAS 1 SCALE: 1" = 1'-0"
- 100 121

Page 125 of 691 ends

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NOTES:

1. ONE BUBBLER SYMBOL IS SHOWN AT TREES FOR GRAPHIC CLARITY ONLY. INSTALL MINIMUM TWO BUBBLERS AT EACH TREE. INSTALL REQUIRED NUMBER OF BUBBLERS AS DETAILED.

2. IRRIGATION EQUIPMENT MAY BE SHOWN WITHIN HARDSCAPE FOR GRAPHIC CLARITY ONLY. INSTALL ALL IRRIGATION EQUIPMENT WITHIN PLANTED AREAS. IRRIGATION PIPE AND WIRE CROSSING BENEATH

HARDSCAPE SURFACES SHALL BE CONTAINED WITHIN SLEEVING OR SCHEDULE 40 PVC CONDUIT. SLEEVING SIZE SHALL BE A MINIMUM

OF TWO TIMES THE AGGREGATE DIAMETER OF ALL PIPES
CONTAINED WITH SLEEVE. PROVIDE VERTICAL SWEEP FOR ALL

ELECTRICAL CONDUIT ON EACH SIDE OF HARDSCAPE AND
TERMINATE ENDS AT 12" MINIMUM DEPTH AND 12" FROM
HARDSCAPE SURFACE.

3. UNSIZED LATERAL LINE PIPING LOCATED DOWN STREAM OF 1" PIPING SHALL BE 3/4" IN SIZE (TYPICAL).

4. SIZING OF LATERAL PIPE SHALL BE AS FOLLOWS:

0.75" 0-6 GPM
1 " 7-12 GPM

1.25" 21-32 GPM
1 .5" 21-32 GPM

5. SIZING OF LATERAL PIPE FOR DRIPLINE

GPH OR LESS EMITTERS) SHALL BE AS

0.75 0-500 FT
1 " 501-1100 FT

1.25" 1101-2000 FT
(12" O.C. GRID WITH 0.6
FOLLOWS:

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Russell D. Mitchell Associates, Inc.
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Walnut Creek, CA 94597
tel 925.939.3985
www.rmairrigation.com
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2019-11-11 3:29 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\ELECTRICAL\11191705_E-001.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019 E-001 116
GENERAL ELECTRICAL CP MK ANNOTATION SWITCHING LIGHTING CONDUIT MAIN SWITCHBOARD DISTRIBUTION PANEL BOARD COMBINATION METER/MAIN SERVICE PANEL BRANCH CIRCUIT PANEL BOARD, SURFACE OR FLUSH MOUNTED LIGHTING CONTROL PANEL SIGNAL TERMINAL CABINET OR CONTROL PANEL SURFACE OR FLUSH MOUNTED SIGNAL TERMINAL BACKBOARD CONCRETE UNDERGROUND HAND HOLE (NUMBER DENOTES CHRISTY SIZE) TRANSFORMER EQUIPMENT OROR N30 DENOTES # OF TELEPHONE JACKS DENOTES # OF DATA JACKS LL OROR 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) CCTV CAMERA, CEILING MOUNT INTERCOM CALL IN SWITCH - MOUNTING HEIGHT: +44" AFF, UON TELEPHONE OUTLET FOR WALL MOUNTED TELEPHONE MOUNTING HEIGHT: +44" AFF UON DATA OUTLET - MOUNTING HEIGHT: +18" AFF UON TELEPHONE/DATA OUTLET, FLUSH TYPE UON MOUNTING HEIGHT: +18" AFF UON SURFACE RACEWAY WITH POWER AND TELEPHONE/DATA RECEPTACLES AS INDICATED CATV OUTLET - MOUNTING HEIGHT: +96" AFF UON AUDIO/VIDEO OUTLET - MOUNTING HEIGHT: +18" AFF UON CLOCK WITH BUZZER - MOUNTING HEIGHT: SEE PLANS BELL, STANDARD 6" - MOUNTING HEIGHT: SEE PLANS PA SYSTEM SPEAKER - WALL MOUNTED PA SYSTEM SPEAKER - CEILING MOUNTED PA SYSTEM HORN - MOUNTING HEIGHT: SEE PLANS DUPLEX RECEPTACLE, 20A 125V 2P 3W, GROUNDING TYPE, MOUNTING HEIGHT: +18" AFF UON DUPLEX RECEPTACLE - SPLIT WIRED, SWITCHED DUPLEX RECEPTACLE - EMERGENCY POWER DUPLEX RECEPTACLE - CEILING MOUNTED FLOOR RECEPTACLE, 20A 125V 2P 3W, GROUNDING TYPE, FLUSH TYPE UON DOUBLE DUPLEX RECEPTACLE, 20A 125V 2P 3W, GROUNDING TYPE, MOUNTING HEIGHT: +18" AFF UON SINGLE RECEPTACLE, 20A 125V 2P 3W, GROUNDING TYPE, MOUNTING HEIGHT: +18" AFF UON SPECIAL PURPOSE RECEPTACLE AS DESIGNATED SEE 'SPECIAL SYMBOLS' ON EACH SHEET DUAL SERVICE RECESSED FLOOR BOX WITH DUPLEX AND DATA RECEPTACLES JUNCTION BOX, CODE SIZED UON FLOOR JUNCTION BOX DISCONNECT SWITCH - FUSED WHERE APPLICABLE MOTOR STARTER, COMBINATION WITH DISCONNECT SWITCH MOTOR STARTER OR CONTROLLER MOTOR CONNECTION CEILING EXHAUST FAN WATER HEATER POWER POLE: P=POWER, T=TELEPHONE, D=DATA, C=COMBINATION TEST PORT GROUND ROD GUY WIRE AND ANCHOR THERMOSTAT (SEE MECHANICAL DRAWINGS) COORDINATE MOUNTING HEIGHT BYPASS TIMER OR TIME SWITCH PUSHBUTTON LIGHTING CONTACTOR CONDUIT INSTALLED ABOVE GRADE CONDUIT INSTALLED UNDERGROUND OR UNDER SLAB CONDUIT STUB-OUT WITH CAP FLEXIBLE CONDUIT WHIP TO LIGHT FIXTURE OR EQUIPMENT LIGHTING FIXTURE, RECESSED RECESSED DOWN LIGHT FIXTURE RECESSED DIRECTIONAL FIXTURE (ARROW INDICATES AIMING) LIGHTING FIXTURE, SURFACE MOUNTED SURFACE, PENDANT OR OTHER FIXTURE LARGE DIAMETER PENDANT, DEPICTING APPROXIMATE DIAMETER LIGHTING FIXTURE, WALL MOUNTED WALL-MOUNTED HID, INCANDESCENT, OR COMPACT FLUORESCENT FIXTURE LIGHTING FIXTURE, PENDANT OR CABLE HUNG LIGHT TRACK AND TRACK-MOUNTED FIXTURES BATH FAN WITH INTEGRAL LIGHT EXIT SIGN, SINGLE FACE WITH DIRECTIONAL ARROWS AS INDICATED EXIT SIGN, DOUBLE FACE WITH DIRECTIONAL ARROWS AS INDICATED EXIT SIGN, LOW LEVEL COMBINATION EXIT/EMERGENCY LIGHT FIXTURE MOUNTING HEIGHT: +8'-0" AFF, UON EMERGENCY FIXTURE MOUNTING HEIGHT: +8'-0" AFF, UON DENOTES FIXTURE CONNECTED TO EMERGENCY CIRCUIT ADJUSTABLE SPOT OR FLOOD (ARROW INDICATES AIMING) OUTDOOR SITE LIGHT, POLE MOUNTED LUMINAIRE ARROW INDICATES AIMING DIRECTION, IF APPLICABLE BOLLARD OR POST-TOP FIXTURE LIGHT SWITCH, SPST - MOUNTING HEIGHT: +44" AFF, UON LIGHT SWITCH, DPST - MOUNTING HEIGHT: +44" AFF, UON LIGHT SWITCH, 3-WAY - MOUNTING HEIGHT: +44" AFF, UON LOW VOLTAGE SWITCH, MOMENTARY CONTACT, 3-POS., CENTER-OFF, MOUNTING HEIGHT: +44" AFF, UON TIMER SWITCH - MOUNTING HEIGHT: +44" AFF, UON CIRCUIT AND SWITCH DESIGNATION FOR LIGHTING FIXTURE CIRCUIT AND RELAY DESIGNATION FOR LIGHTING FIXTURES (SEE CORRESPONDING LIGHTING CONTROL PANEL RELAY SCHEDULE) DIMMER SWITCH - MOUNTING HEIGHT: +44" AFF, UON OCCUPANCY SENSOR POWER PACK, 1-CIRCUIT, MOUNTED ABOVE CEILING OCCUPANCY SENSOR POWER PACK, 2-CIRCUIT MOUNTED ABOVE CEILING OCCUPANCY SENSOR, CEILING MOUNTED, LINE VOLTAGE OCCUPANCY SENSOR, CEILING MOUNTED, LOW VOLTAGE OCCUPANCY SENSOR, WALL MOUNTED, LINE VOLTAGE, 1-CIRCUIT MOUNTING HEIGHT: +44" AFF, UON OCCUPANCY SENSOR, WALL MOUNTED, LINE VOLTAGE, 2-CIRCUIT MOUNTING HEIGHT: +44" AFF, UON PHOTO CONTROL SWITCH - MOUNT ON BUILDING EXTERIOR TIME CLOCK FOR LIGHTING CONTROL 1a DENOTES SWITCH DENOTES CIRCUITDENOTES SWITCH DENOTES TYPE DENOTES WATTS 6R5 DENOTES RELAY DENOTES CIRCUIT COMMUNICATION 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 PANELINDICATES 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 OROR 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 AHU AIR HANDLING UNIT AIC AMPS INTERRUPTING CAPACITY ANN ANNUNCIATOR ATS AUTOMATIC TRANSFER SWITCH AWG AMERICAN WIRE GAUGE BAT BATTERY BFG BELOW FINISH GRADE CATV CABLE TELEVISION C CONDUIT CB CIRCUIT BREAKER CCTV CLOSED CIRCUIT TELEVISION CO CONDUIT ONLY CPT CONTROL POWER TRANSFORMER CT CURRENT TRANSFORMER CU COPPER DC DIRECT CURRENT EF EXHAUST FAN EGU ENGINE GENERATOR UNIT EM EMERGENCY EMT ELECTRICAL METALLIC TUBING ENT ELECTRICAL NON-METALLIC TUBING EP EXPLOSION PROOF FA FIRE ALARM FACP FIRE ALARM CONTROL PANEL 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 HVAC HEATING, VENTILATION & AIR-CONDITIONING IG ISOLATED GROUND JB JUNCTION BOX KAIC KILO-AMPS INTERRUPTING CAPACITY KV KILOVOLT KVA KILOVOLT-AMP KW KILOWATT KWH KILOWATT-HOUR LPS LOW PRESSURE SODIUM LV LOW VOLTAGE MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MCP MOTOR CIRCUIT PROTECTOR MFR MANUFACTURER MH METAL HALIDE 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 TV TELEVISION MONITOR (SET) TVSS TRANS. VOLT. SURGE SUPPRESSOR UF UNDER FLOOR UG UNDERGROUND UON UNLESS OTHERWISE NOTED UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT VA VOLT-AMP VFD VARIABLE FREQUENCY DRIVE WP WEATHERPROOF WPI WEATHERPROOF IN USE XFMR TRANSFORMER 1. COORDINATE WITH CITY OF UKIAH ELECTRIC DEPARTMENT ON ALL ELECTRICAL IMPROVEMENTS. OR D1 PP2 PP1 CS1 CS2 W1 W2 PCTC L
aT
32 1
JJJ
I
1 2 TV AV1 C
BSSS
1 2
T
A180 WH
11 E-501
A E-301 10 F1 LCBT

P WH WH
T
M
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C+48"

Page 141 of 691 ends

7+00 8+00 9+00 10+00 11+00 503+00 504+00 505+00 506+00 507+00 3 2
4 7+00 8+00 9+00 10+00 11+00
6 PROFUSION SANTA BARBARA DAISY WALL GERMANDER 1X3 1X2 TYP. TYP. TYP. TREE WELL (TYP.) 6 2 B37
6 2 TYP. 3+00 4+00 5+00 6+00 7+00 500+00 501+00 502+00 503+00 3+00 4+00 5+00 6+00 7+00 2019-11-11 3:30 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\ELECTRICAL\11191705_E-101.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019 E-101 117

ELECTRICAL PLAN
STA. 2+50 - STA. 11+50 CP JS
-
N
0 10' 20' 40'
STA 11+50 MATCH LINE SEE DWG E-102
STA 7+00 MATCH LINE SEE UPPER RIGHT S STATE ST
SEMINARY AVE SHEET KEYNOTES 1. (E) ELECTRICAL SERVICE CONNECTION. SEE SINGLE-LINE DIAGRAM. 2. PROVIDE NEW LUMINAIRE, PHOTOCELL, POLE, POLE BASE, AND PULLBOX AS INDICATED. 3. PROVIDE NEW LIGHTING SYSTEM PULLBOX. INTERCEPT AND CONNECT TO NEW STREET LIGHTING CONDUIT. SEE STREET LIGHT WIRING DIAGRAM DETAIL ON E-501 AND SINGLE LINE DIAGRAM UNMETERED SERVICE DETAIL ON E-601. 4. PROVIDE 2 INCH TYPE 3 CONDUIT PER UL 651. SEE TYPICAL ELECTRICAL TRENCH DETAIL ON E-501 5. PROVIDE NEW LIGHTING SYSTEM PULLBOX. 6. PROVIDE TYPICAL LIGHT FIXTURE. SEE LIGHT FIXTURE SCHEDULE ON E-601. 7. INSTALL FLASHING BEACON SYSTEM. REFER TO SIGNING PLANS.

STA 7+00 MATCH LINE SEE LOWER LEFT
STA 2+50 TREE WELL (TYP).
4 3
2 6 TYP. TYP. TYP.

W. MILL ST
B37
A58
7 A58

Page 142 of 691 ends

16+00 17+00 18+00 19+00 20+00 21+00 512+00 513+00 514+00 515+00 516+00 517+00 E
3 2
4 16+00 17+00 18+00 19+00 20+00 21+00
52+00
53+00 PI: 52+78.06 PI: 53+18.31
6 5
4 TYP. TYP. TYP. TYP. TYP.
7 7 TYP. TYP. 12+00
13+00
14+00
15+00
16+00 508+00
509+00
510+00
511+00
512+00
E
3 2
4 12+00
13+00
14+00
15+00
16+00
6 4 TEUCRIUM CHAMAEDRYS WALL GERMANDER TYP. TYP. TYP. TYP. 1 TREE WELL (TYP.)
2019-11-11 3:30 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\ELECTRICAL\11191705_E-101.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019 E-102 118

ELECTRICAL PLAN
STA. 11+50 - STA. 21+00 CP JS
-
N
0 10' 20' 40'
STA 21+00 MATCH LINE SEE DWG E-103
STA 16+00 MATCH LINE SEE UPPER RIGHT S STATE ST

E CHURCH ST
PERKINS ST N STATE ST SHEET GENERAL NOTES 1. REFER TO TRAFFIC SIGNAL PLANS FOR ALL EXISTING AND NEW TRAFFIC SIGNAL LIGHTS DEMOLITION, RELOCATION, ELECTRICAL CONNECTION, AND ALL ASSOCIATED WORK. 2. ADJUST LIGHT POLE AND PULLBOX LOCATION ACCORDINGLY TO AVOID ANY STORM DRAIN SYSTEM OR ANY OTHER OBSTRUCTION. SHEET KEYNOTES 1. (E) ELECTRICAL SERVICE CONNECTION. SEE SINGLE-LINE DIAGRAM. 2. PROVIDE NEW LUMINAIRE, PHOTOCELL, POLE, POLE BASE, AND PULLBOX AS INDICATED. 3. PROVIDE NEW LIGHTING SYSTEM PULLBOX. INTERCEPT AND CONNECT TO NEW STREET LIGHTING CONDUIT. SEE STREET LIGHT WIRING DIAGRAM DETAIL ON E-501 AND SINGLE LINE DIAGRAM UNMETERED SERVICE DETAIL ON E-601. 4. PROVIDE 2 INCH TYPE 3 CONDUIT PER UL 651. SEE TYPICAL ELECTRICAL TRENCH DETAIL ON E-501 5. PROVIDE NEW LIGHTING SYSTEM PULLBOX 6. PROVIDE TYPICAL LIGHT FIXTURE. SEE LIGHT FIXTURE SCHEDULE ON E-601 7. TRAFFIC SIGNAL LIGHT. SEE SHEET GENERAL NOTES 1. 8. PROVIDE 3 INCH TYPE 3 CONDUIT PER UL 651. SEE TYPICAL ELECTRICAL TRENCH DETAIL ON E-501. 9. PROVIDE NEW SERVICE PEDESTAL. SEE ELECTRICAL DETAILS 2, 3, AND 4 ON E-501 AND SINGLE LINE DIAGRAM - METERED SERVICE ON E-601 FOR MORE INFORMATION. 10. PROVIDE POWER TO IRRIGATION CONTROLLER. REFER TO IRRIGATION PLANS FOR FURTHER INFORMATION ON IRRIGATION SYSTEM. 1 5 TREE WELL(TYP.) 1 TREE WELL(TYP.)
STA 16+00 MATCH LINE SEE LOWER LEFT
STA 11+50 MATCH LINE SEE DWG E-101

S STATE ST

W CLAY ST

E STEPHENSON ST
A58
A58
9 10
8 8

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26+00 27+00 28+00 29+00 30+00
522+00 523+00 523+57
3 2
4 26+00 27+00 28+00 29+00 30+00
153+00 153+25
6 TYP. TYP. TYP. 21+00 22+00 23+00 24+00 25+00
103+00
104+00 517+00 518+00 519+00 520+00 521+00
3 2 21+00 22+00 23+00 24+00 25+00
103+00
104+00 PI: 103+29.04
PI: 103+37.63
6 4 TYP. TYP. TYP.
7TYP. TREE WELL (TYP.)
7TYP.
2019-11-11 3:30 PM KHARVEY
N:\US\SANTA ROSA\PROJECTS\561\11191705\DIGITAL_DESIGN\ACAD 2018\SHEETS\ELECTRICAL\11191705_E-101.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019 E-103 119

ELECTRICAL PLAN
STA. 21+00 - STA. 30+00 CP JS
-
0 10' 20' 40' SHEET GENERAL NOTES 1. REFER TO TRAFFIC SIGNAL PLANS FOR ALL EXISTING AND NEW TRAFFIC SIGNAL LIGHTS DEMOLITION, RELOCATION, ELECTRICAL CONNECTION, AND ALL ASSOCIATED WORK. 2. ADJUST LIGHT POLE AND PULLBOX LOCATION ACCORDINGLY TO AVOID ANY STORM DRAIN SYSTEM OR ANY OTHER OBSTRUCTION. SHEET KEYNOTES N

END WORK STATE STREET
STA 25+50 MATCH LINE SEE UPPER RIGHT N STATE ST
W HENRY ST 1. (E) ELECTRICAL SERVICE CONNECTION. SEE SINGLE-LINE DIAGRAM. 2. PROVIDE NEW LUMINAIRE, PHOTOCELL, POLE, POLE BASE, AND PULLBOX AS INDICATED. 3. PROVIDE NEW LIGHTING SYSTEM PULLBOX. INTERCEPT AND CONNECT TO NEW STREET LIGHTING CONDUIT. SEE STREET LIGHT WIRING DIAGRAM DETAIL ON E-501 AND SINGLE LINE DIAGRAM UNMETERED SERVICE DETAIL ON E-601. 4. PROVIDE 2 INCH TYPE 3 CONDUIT PER UL 651. SEE TYPICAL ELECTRICAL TRENCH DETAIL ON E-501 5. PROVIDE NEW LIGHTING SYSTEM PULLBOX. 6. PROVIDE TYPICAL LIGHT FIXTURE. SEE LIGHT FIXTURE SCHEDULE ON E-601. 7. TRAFFIC SIGNAL LIGHT. SEE SHEET GENERAL NOTES 1. TREE WELL(TYP.) STA 25+50 MATCH LINE SEE LOWER LEFT
STA 21+00 MATCH LINE SEE DWG E-102 N STATE ST

STANDLEY ST

W SMITH ST
1 A58
A58

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0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N AI C I V I L

T T A M

HE W G L E N K E NNE D Y
BID SET 11/12/2019 E-501 120
ELECTRICAL DETAILS - 1 CP MK 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 UTILITY BILLING/DEMAND METER WHERE METER IS REQUIRED MAIN CIRCUIT BREAKER BRANCH CIRCUIT BREAKERS (MINIMUM 10 TOTAL) INTERMATIC DIGITAL ET 107 OR EQUAL LIGHTING CONTACTOR IRRIGATION CONTROLLER CONVENIENCE RECEPTACLE CONCRETE BASE. SEE METERING PEDESTAL FOUNDATION FINISH GRADE UTILITY ENTRANCE SPACE SEISMIC ANCHORS PER PEDESTAL MANUFACTURER 2-INCH TYPE 3 TO STREET 3-INCH TYPE 1 CONDUIT LIGHT PULLBOX TO UTILITY PULL BOX 2'-6" SQUARE 1'-6" #4@8" CLOSED TIES (3)#4 TOP & BOTTOM SERVICE PEDESTAL. SEE MANUFACTURER DETAILS FOR ANCHORAGE FINISH GRADE 2" CLR 3" CLR
2"3/4" CHAMFER PANEL MOUNTED SURGE PROTECTION DEVICE (SPD) NOTE: 1. EXTERIOR DOOR NOT SHOWN FOR CLARITY. 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, 95% COMPACTION #4 MINIMUM SAND ALL AROUND REFER TO CIVIL DRAWINGS 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 GRADESEAL AROUND CONDUIT WITH GROUT (TYP.) 1" DRAIN HOLE CONDUIT BELL END (TYP.) CONDUIT TURNED UP AT 45° ANGLE 5 TYPICAL PULL BOX - SIGNAL OR POWER NO SCALE
24" MIN. COVER
3" AS REQUIRED
15" FOIL BACK WARNING TAPE
1 TYPICAL ELECTRICAL TRENCH NO SCALE
2 TYPICAL CONDUIT STUB-UP NO SCALE
3 METERING PEDESTAL ELEVATION NO SCALE
4 METERING PEDESTAL FOUNDATION NO SCALE
8 9
110
2 11
5 712
3 1415
6 4 13 3-INCH CLR 18'' MIN
1 1/2-INCH CLR
60 " 17 18STANDARD HOOK PER STRUCTURAL DRAWINGS (TYPICAL) 16 19 20 DETAIL KEYNOTES 1. POURED IN PLACE ROUND CONCRETE SUPPORT BASE. 2. 4- NO. 6 VERTICAL BARS WITH NO. 3 TIES @ 8-INCH O.C. SEE NOTE 18. 3. ACCESS HAND-HOLE. 4. NOT USED. 5. GROUT IN ALL AROUND BETWEEN BOTTOM OF POLE BASE FOLLOWING POLE ERECTION AND FINAL LEVELING. 6. STUB CONDUIT UP INTO POLE BASE WIRING CAVITY. (IF TYPE 1 CONDUIT TERMINATE WITH GROUNDING BUSHING.) 7. PROVIDE SUPPORT AND LEVELING NUTS ON TOP AND BOTTOM OF POLE BASE MOUNTING PLATE. MOUNTING PLATE AND MOUNTING BOLTS SHALL BE PER MANUFACTURERS BOLT PATTERN, LENGTH SHALL BE PER MANUFACTURERS SPECIFICATIONS. WITH 2'-0" MIN. EMBEDMENT INTO CONCRETE POLE BASE. 8. TYPICAL TYPE 3 CONDUIT, 3/4-INCH MIN, WITH CONDUCTORS AS INDICATED ON DRAWINGS. 9. TYPICAL INCOMING EXTERIOR BRANCH CIRCUIT CONDUIT AND WIRING FROM U.G. CONDUITS. CONDUIT SHALL ENTER BOX AT 90-DEGREES 10. (1) #12 AWG BARE COPPER GROUND. COIL 30-INCH AT BOTTOM OF FOUNDATION. 11. TOP OF SIDEWALK AS INDICATED ON THE RESPECTIVE AREA SITE PLAN. SEE CIVIL DRAWINGS FOR SIDEWALK DETAILS. 12. BOLTED TYPE WIRE GROUND CONNECTOR. 13. REINFORCED, PRECAST GRADE MOUNTED ELECTRICAL BOX, CHRISTY B1017 OR EQUAL. PROVIDE WITH OPEN BOTTOM. ALL SPLICES SHALL BE MADE IN THE PULL BOX AND SHALL BE WATERPROOF, CAST TYPE. 14. WIRING TO LIGHT FIXTURE. CONNECT COMPLETE. 15. WATERPROOF IN-LINE FUSES. 16. COMPACTED AGGREGATE BASE FLOOR ON UNDISTURBED EARTH 17. WHERE THERE ARE EXISTING POLE MOUNTED FIXTURES ON THE JOB SITE, MODIFY DIAMETER OF POLE BASE TO MATCH EXISTING. MINIMUM DIAMETER SHALL BE 18-INCH. 18. LATERAL REINFORCEMENT SHALL BE DISTRIBUTED WITHIN 5-INCHES OF THE TOP OF THE COLUMN AND SHALL CONSIST OF 2-NO. 4 OR 3-NO. 3 BARS. (PER ACI318 - 7.10.5.6) 19. PROVIDE BELL-END ON ALL CONDUITS. GROUT AND SEAL CONDUIT ENTRY INTO PULL BOX. 20. LABEL COVER WITH "LIGHTING" OR SIMILAR TYPE C SPLICE PER CAL TRANS ES-13A BREAKAWAY FUSE HOLDER IN LIGHT POLE#12 AWG #10 AWG TYPICAL PULL BOX TO NEXT LIGHTING PULL BOX SURFACE PAVEMENT PER CIVIL DRAWINGS LIGHT FIXTURE 6 STREET LIGHT WIRING DIAGRAM NO SCALE
7 TYPICAL CONCRETE POLE BASE NO SCALE SIDEWALK CURB 18" MIN TO NEXT LIGHTING PULL BOX NOTE: 1. SEE SINGLE DIAGRAM E-601.

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BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT 121
C68304
9/30/21
No.

Exp. SI GER ET RED PROFESSIONA L ENGINEER STAT E OF CA L I FOR N AI C I V I L T T A M HE W G L E N K E NNE D Y BID SET 11/12/2019 E-601 121
SINGLE LINE DIAGRAM CP MK 1 SINGLE LINE DIAGRAM - UNMETERED SERVICE NO SCALE (E) ELECTRICAL SERVICE PULLBOX TO NEXT STREET LIGHT TO NEXT STREET LIGHT 10A FUSE WITH BREAKAWAY FUSE HOLDER IN STREET LIGHT PULLBOX 30A SERVICE FUSE IN STREET LIGHT PULLBOX 240/120V SINGLE PHASE, 3W CITY OF UKIAH SERVICE NOTE: GROUNDING CONDUCTOR NOT SHOWN. PROVIDE GROUNDING CONDUCTORS WITH PHASE CONDUCTORS. TERMINATE GROUNDING CONDUCTOR AT UTILITY SERVICE POINT. # 10 AWG TYP. #12 AWG TYP. 240/120V SINGLE PHASE, 3W CITY OF UKIAH SERVICE M 100A 2 P 3 " CONDUIT CONDUCTORS BY CITY OF UKIAH ELECTRIC NGND NEW EUSERC APPROVED NEMA 3R RATED ELECTRICAL PEDESTAL. SEE PLAN FOR LOCATION 15 1 P 20A 1 P 20A 1 P

IRRIGATION CTRL
SPARE
SPARE 2 SINGLE LINE DIAGRAM - METERED SERVICE NO SCALE

Page 146 of 691 ends

Please return to:

CITY OF UKIAH
300 Seminary Avenue
Ukiah, California 95482-5400
(707) 463-6200

NOTICE OF COMPLETION
NOTICE IS HEREBY GIVEN:

1. That the project described as: Downtown Streetscape Road Diet Project, Specification No. 2019-18

2. That the nature of the title to the transportation and pedestrian improvements on State Street, W. Smith Street, E. and W. Standley Street, E. and W. Perkins Street, W. Church Street, E. and W. Clay Street, and E. and W. Mill Street.

3. That on the 11th day of January 2022, the Contract work for this project was actually completed.

4. That the name and address of the Contractor is Ghilotti Construction Co., 246 Ghilotti Avenue, Santa Rosa, CA 95407.

5. That the real property herein referred to is situated in the County of Mendocino, State of California, and is described as follows: City-owned property identified as various streets within the City of Ukiah.

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

City Council Approval CITY OF UKIAH, a Municipal Corporation _________________ By: __________
Date Kristine Lawler, City Clerk Date
State of California
County of Mendocino
Exempt from recording fees pursuant to Government Code Section 27383 ATTACHMENT 2

Page 147 of 691 ends

Page 1 of 2 ends

Agenda Item No: 7.c.

MEETING DATE/TIME: 3/2/2022
ITEM NO: 2022-1422

AGENDA SUMMARY REPORT
SUBJECT: Approval of Notice of Completion for CV Larsen Co. for the Pressure Zone 2 South (PZ2S) Water Reservoir Replacement Project, Specification 20-02, and Direct the City Clerk to File the Notice of Completion with the County Recorder.

DEPARTMENT: Public Works PREPARED BY: Seth Strader, Buyer I PRESENTER: Tim Eriksen, Public Works Director/City Engineer ATTACHMENTS:

1. Spec 20-02 Plans

2. Notice-of-Completion
Summary: Council will consider approving the Notice of Completion for the Pressure Zone 2 South (PZ2S) Water Reservoir Replacement Project, Specification 20-02 and approve final payment of the 5% retention to CV Larsen Co.

Background: The Public Works department has completed the replacement of the Pressure Zone 2 South (PZ2S) Water Reservoir Replacement project.

Discussion: At the July 1, 2020 City Council meeting, Council awarded the PZ2S Water Reservoir Replacement Project to CV Larsen Co. in the amount of $526,500. The original contract price was based on the engineer’s estimate provided in the bid package.

The project cost increased due to redesign of the tank and tank foundation, replacing existing water supply infrastructure, and additional construction services that were not included in the original contract but were found necessary during the course of project work. This results in a revised total contract amount of $1,378,681.14. This price includes City Council-approved Contract Change Order (CCO) #3 as agenda item #7f on February 03, 2021, approval of CCO #6 as agenda item #7m on August 18, 2021, and approval of CCO #9 as agenda item #7l on December 15, 2021.

The contract work was completed in conformance with the Project Plans (Attachment 1) on January 28, 2022.

Final payment of the retention will be made to the contractor after 35 days from the date the Notice of Completion (Attachment 2) is filed with the County Recorder.

Recommended Action: Approve Notice of Completion for the Pressure Zone 2 South (PZ2S) Reservoir Replacement Project, Specification 20-02, and direct the City Clerk to file the Notice of Completion with the County Recorder.

BUDGET AMENDMENT REQUIRED: NO
CURRENT BUDGET AMOUNT: 82227113.80230.15071 - $1,369,065.57 PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: N/A
PREVIOUS CONTRACT/PURCHASE ORDER NO.: Contract 2021-087 COORDINATED WITH: Jason Benson, Senior Engineer; Tim Eriksen, Director of Public Works/ City Engineer

Page 148 of 691 ends

Page 2 of 2 ends

Page 149 of 691 ends

36 Honeydew
101
Meyers Flat
Phillipsville
Redway
Shelter Cove Garberville
Benbow
Piercy
Leggett
Laytonville
Rockport
1 Whitethorn
1 Bear Harbor
Usal
Westport
Cleone
20 Fort Bragg Willits
Red
Bluff
162
Covelo
Dos Rios
Longvale
Mendocino
Ukiah
Redwood Valley
Boonville
Elk
101
20 Lodega
Harris
Alderpoint
5 5
Pacific
Ocean

CITY OF UKIAH
PZ2S WATER TANK REPLACEMENT
PREPARED BY:

FEBRUARY 2020

VICINITY MAP
N

INDEX OF SHEETS

UKIAH, CALIFORNIA
N

LOCATION MAP

APPROVALS
ATTACHMENT 1

Page 150 of 691 ends

NOTES

DETAIL AND SECTION

DESIGNATION

CURVE DATA

ABBREVIATIONS UTILITIES LEGEND TOPOGRAPHIC LEGEND

Page 151 of 691 ends

GENERAL NOTES: EROSION CONTROL NOTES:

Page 152 of 691 ends

PLAN
N
NOTES:

Page 153 of 691 ends

PLAN
N
DETAIL 2
DETAIL 1
DETAIL 3

Page 154 of 691 ends

PLAN
N
SURVEY NOTES:

NOTE:

SURVEY CONTROL

Page 155 of 691 ends

PROFILE

Page 156 of 691 ends

PLAN
N
NOTES:

DETAIL 2
DETAIL 1

Page 157 of 691 ends

TANK ELEVATION
NOTES:

HIGH WATER OVERFLOW/TANK DRAIN
PLAN

INLET/OUTLET STRUCTURE

Page 158 of 691 ends

DETAIL 4
DETAIL 1 DETAIL 2 DETAIL 3

Page 159 of 691 ends

DETAIL 1 DETAIL 2 DETAIL 3

Page 160 of 691 ends

Please return to:

CITY OF UKIAH
300 Seminary Avenue
Ukiah, California 95482-5400
(707) 463-6200

NOTICE OF COMPLETION
NOTICE IS HEREBY GIVEN:

1. That the project described as: Pressure Zone 2 South (PZ2S) Water Reservoir Replacement Project, Specification 20-02.

2. That the nature of the title to the replacement of a 100,000-gallon water reservoir and system improvements.

3. That on the 28th day of January 2022, the Contract work for this project was actually completed.

4. That the name and address of the Contractor is CV Larsen Co., 1846 Ludwig Avenue, Santa Rosa, CA 95407.

5. That the real property herein referred to is situated in the County of Mendocino, State of California, and is described as follows: City-owned property identified as west of the Ukiah Valley Golf Course near Todd Grove Park.

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

Page 161 of 691 ends

Page 1 of 1 ends

Agenda Item No: 7.d.

MEETING DATE/TIME: 3/2/2022
ITEM NO: 2022-1423

AGENDA SUMMARY REPORT
SUBJECT: Approval of Notice of Completion for Pavement Coatings Co., for the 2021 Slurry Seal of Local Streets, Specification 21-03, and Direct the City Clerk to File the Notice of Completion with the County Recorder.

DEPARTMENT: Public Works PREPARED BY: Seth Strader, Buyer I PRESENTER: Tim Eriksen, Public Works Director/City Engineer ATTACHMENTS:

1. Plans Spec 21-03

2. Notice-of-Completion
Summary: Council will consider approving the Notice of Completion for the 2021 Slurry Seal of Local Streets, Specification 21-03 and approve final payment of the 5% retention to Pavement Coatings Co.

Background: The Ukiah City Council awarded the contract for the 2021 Slurry Seal of Local streets on September 1, 2021, to Pavement Coatings Co. in the amount of $321,087.00 inclusive of quantities to be billed at actual amounts. This project involved slurry seal, striping and steer markings at 38 locations.

Discussion: Contract work was completed by the contractor in substantial conformance with the approved plans (Attachment 1) and specifications on November 5th, 2021. The project scope was increased to include additional layers of the slurry seal and striping of the local streets included in the original plans. The final contract cost, based on actual quantities constructed and the authorized contract change order to allow for additional slurry seal and striping, is $463,09.86. The final payment of the retention will be made to the contractor after 35 days from the date the Notice of Completion (Attachment 2) is filed with the County Recorder.

Recommended Action: Approve Notice of Completion for the 2021 Slurry Seal of Local Streets, Specification 21-03, and direct the City Clerk to file the Notice of Completion with the County Recorder.

BUDGET AMENDMENT REQUIRED: NO
CURRENT BUDGET AMOUNT: 12024200.52100.18252: $463,099.86 PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: N/A
PREVIOUS CONTRACT/PURCHASE ORDER NO.: Contract 2122-099 COORDINATED WITH: Jason Benson, Senior Engineer and Tim Eriksen, Director of Public Works

Page 162 of 691 ends

SLURRY SEAL OF LOCAL STREETS
SPECIFICATION NUMBER 21-03

UKIAH, CALIFORNIA

VARIOUS LOCATIONS WITHIN
UKIAH VICINITY MAP APRIL 2021 NO SCALE
GENERAL NOTES:

ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO THE 2010 EDITION OF THE CALTRANS STANDARD PLANS AND SPECIFICATIONS, THESE IMPROVEMENT PLANS AND THE PROJECT SPECIAL PROVISIONS.

CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE

RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THE PROJECT, INCLUDING SAFETY OF ALL PROPERTY; THIS REQUIREMENT SHALL BE

MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.

CONTRACTOR SHALL CONFINE HOURS OF CONSTRUCTION OPERATION TO 7 A.M.

TO 6 P.M. MONDAY THROUGH FRIDAY, UNLESS OTHERWISE APPROVED BY THE ENGINEER. CONTRACTOR SHALL REFERENCE EXISTING STRIPING AND MARKINGS

PRIOR TO BEGINNING WORK AND SHALL RESTRIPE TO MATCH
PRE-CONSTRUCTION STRIPING. SEE TABLE 1 FOR QUANTITIES.

QUANTITIES NOTED FOR SLURRY SEAL ARE BASED ON FIELD MEASUREMENTS AND ARE SHOWN IN TABLE 1.

SLURRY SELECTION

INCLINE
EMPIRE

HOMEWOOD CAPPS
BUSH

LOCKWOOD

IRVINGTON

GARRETT
ELM

PINE OAK
WALNUT
BUSH

RAIL TRAIL
STELLA

RAIL TRAIL
SOUTH ST.

S. OAK ST.

OAK PARK AVE

MAE BARBARA

CAROLYN
MULBERY ST.

BEACON

BERKLEY
RANEE
MCPEAK
MENDOCINO DR.

HILLVIEW

GARDENS
SCALE: CITY APPROVAL BY: DRAWN BY:

NOT TO SCALE D.F.

DATE: CHECKED BY:

APRIL 2021
SPECIFICATION NUMBER: TIM ERIKSEN
21-03 DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DRAWING NUMBER:

DRAWING FILE:

S:\Public
Works\PROJECTS\Public
Works\2021\Spec No 21-03
Slurry Seal Local Streets

SLURRY SEAL OF LOCAL STREETS

COVER SHEET
J.T.
1 OF 3

CITY OF UKIAH

APPENDIX A
ATTACHMENT 1

Page 163 of 691 ends

SLURRY SEAL OF LOCAL STREETS
SPECIFICATION NUMBER 21-03

UKIAH, CALIFORNIA

VARIOUS LOCATIONS WITHIN
APRIL 2021
TABLE 1: QUANTITIES
CONTRACTOR IS RESPONSIBLE FOR REPLACING EXISTING ADA HATCHED ACCESS AISLES NEAR ADA PARKING SPACES.

SPECIFICATION NUMBER: 21-03 DRAWING NUMBER:
2 OF 3

CITY OF UKIAH

SLURRY SEAL OF LOCAL STREETS
TABLES
S:\Public Works\PROJECTS\Public Works\2021\Spec No 21-03 Slurry Seal Local Streets

BIKELANE
(EA)

STOP MARKING
(EA.)
SCHOOL
XING
ADA

PARKING
STALL

WHITE WHITE YELLOW - -
Barbara St. N. SIDE MAE S. SIDE W. MILL ST. 533 38 2250 2 3 - 1 - - - X2 Beacon Way N. SIDE BEACON LN. END 360 28 1120 1 2 - - - - - - Berkley way N. SIDE BEACON LN. END 369 35 1435 1 2 - - - - - - Bush St. N. SIDE LOW GAP S SIDE EMPIRE 2783 47 14533 5 26 6 5 - - - - Bush St. N. SIDE N. CLAY S. SIDE W. STEPHENSON ST. 202 44 988 0 1 - 2 - - - - Bush St. N. SIDE W. STEPHENSON ST. S. SIDE W. CHURCH ST 211 43 1008 0 0 - 2 - - - - Bush St. N. SIDE W. CHURCH S. SIDE W PERKINS 201 43 960 0 1 - 2 - - - - Bush St. N. SIDE W. PERKINS S. SIDE WALNUT 201 43 960 3 12 - 8 - - - - Bush St. N. SIDE WALNUT S. SIDE GROVE 329 45 1645 0 3 - 2 - - - - Bush St. S. SIDE LOW GAP N. SIDE GROVE 2106 46 10764 13 20 6 3 2 - - - Carolyn St. N. SIDE MAE S. SIDE W. MILL ST. 482 38 2035 0 4 - 1 - - - X2 Capps Ln W. SIDE HOMEWOOD DR. W. SIDE N. BUSH ST. 545 35 2119 3 9 - 1 - - - - Elm St. N. SIDE GARRETT S. SIDE EMPIRE 958 35 3726 3 7 - 2 - - - - Elm St. S. SIDE GARRETT N. SIDE MAGNOLIA 1,322 36 5288 6 13 - 1 - - - - Empire Dr. E. SIDE DESPINA W. SIDE STATE 2,960 36 11840 11 26 - 5 - - - - Gardens Ave. N. SIDE MENDOCINO DR. S SIDE MENDOCINO DR. 944 37 3881 3 4 - - 2 - - - Garrett Dr. E. SIDE ELM W. SIDE STATE 333 34 1258 0 1 - 1 - - - - Hillview Ave. W. SIDE GARDENS AVE. E SIDE MENDOCINO DR. 820 37 3371 2 3 - - - - - - Hillview Ave. E. SIDE MENDOCINO DR. END 120 37 493 - 1 - - - - - - Homewood Dr. S. SIDE EMPIRE W. SIDE CAPPS LN 521 44 2547 1 7 - 2 - - - - Incline N. SIDE EMPIRE END 144 56 896 1 2 - 1 - - - -
Irvington Dr. S. SIDE EMPIRE W. SIDE ELM 1,092 40 4853 3 4 - 1 - - - X2 Lockwood Dr. S. SIDE EMPIRE N. SIDE GARRETT 942 36 3768 2 3 - 1 - - - - Lockwood Dr. S. SIDE GARRETT N. SIDE ARLINGTON DR 740 35 2878 2 8 - 2 - - - - Mae St. W. SIDE MAE E. SIDE MAE 270 46 1380 2 2 - - - - - X2 Mendocino Dr. W. SIDE S. SPRING ST. END OF MARK ON STREET 2,040 36 8160 5 10 - - - - - - McPeak ST. N. MENDOCINO DR. S SIDE W. MILL ST. 248 28 772 - - - 1 - - - - Mulbery St. S. OBSERVATORY BEGINNING CREEKSIDE ST. 862 36 3448 7 16 - - - - - - N. Pine ST. N. SIDE LOW GAP S. SIDE ARLINGTON 1,099 36 4396 3 11 - 2 - 1 - - Oak Park N SIDE JONES ST S. SIDE CLAYST. 740 34 2796 1 9 - 1 - - - - Oak St. N. SIDE MILL ST. S. SIDE CLAYST. 850 40 3778 2 9 - 2 - - 20 - Oak St. S. SIDE MAGNOLIA N. SIDE LOW GAP 770 32 2738 2 4 - 1 - - - - Rail Trail (TYPE I SLURRY) S. SIDE CLARA N. SIDE GOBBI 4,032 11 4928 - - - - - - Ranee Ln N. SIDE BEACON LN. END 348 28 1083 1 2 - - - - - - South St. N. SIDE OBSERVATORY S. SIDE LUCE 230 40 1022 - - - 2 - - - - South St. N. SIDE LUCE PROPERTYLIMITS 115 40 511 - - - 1 - - - - Stella Dr. W SIDE S. ORCHARD E SIDE WARREN DR. 870 36 3480 2 4 - 1 - - - - Walnut E. SIDE DORA W. SIDE N PINE 514 36 2,056 1 3 - 1 - - - - 32,206 1,427 125,165 88 232 51 12 55 4 1 20 4
-
2 -
-
1 1
3 1
-
1 -
2 1
-
2 -
1 1
2 2
4 3
2 -
2 0
6 1
1 2
5 1
0 1
3 TOTAL

PAVEMENT

MARKERS
VALVE/
MON. /

SCO (EA)

PAVEMENT MARKINGS

REFLECTIVE

MARKERS (EA)

STREET SECTIONS

FIELD LENGTH
(FT)

VARIABLE

WIDTH (FT)
SLURRY

SEAL AREA
(SY)
BLUE
0 0
0 DOUBLE
SLURRY

MH (EA)

QUANTITIES

STREET NAME FROM TO

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SLURRY SEAL OF LOCAL STREETS
SPECIFICATION NUMBER 21-03

UKIAH, CALIFORNIA

VARIOUS LOCATIONS WITHIN
APRIL 2021
TABLE 2: QUANTITIES
CONTRACTOR IS RESPONSIBLE FOR REPLACING EXISTING ADA HATCHED ACCESS AISLES NEAR ADA PARKING SPACES.

SOLID 4"
(LF)
SOLID 8"
(LF)
SOLID
DOUBLE4"
(LF)
BROKEN 4"
(LF)
BIKE
LANE4"
(LF)

CROSSWALK
(LF) CROSSWALK (LF) DIRECTIONALARROW

STOP BAR
(LF)
LADDER
XWALK
(SF)

YELLOW WHITE YELLOW YELLOW WHITE WHITE YELLOW WHITE WHITE YELLOW Barbara St. N. SIDE MAE S. SIDE W. MILL ST. 533 38 2250 - - - - - - - - 19 - Beacon Way N. SIDE BEACON LN. END 360 28 1120 - - - - - - - - - - Berkley N. SIDE BEACON LN. END 369 35 1435 - - - - - - - - - - Bush St. N. SIDE LOW GAP S SIDE EMPIRE 2783 47 14533 176 106 329 2117 9448 - 292 3 27 - Bush St. N. SIDE N. CLAY S. SIDE W. STEPHENSON ST. 202 44 988 - - - - - 44 88 - - - Bush St. N. SIDE W. STEPHENSON ST. S. SIDE W. CHURCH ST 211 43 1008 - - - - - 86 - - - - Bush St. N. SIDE W. CHURCH S. SIDE W PERKINS 201 43 960 - - - - - 86 - - - - Bush St. N. SIDE W. PERKINS S. SIDE WALNUT 201 43 960 - - - - - 258 - - 86 - Bush St. N. SIDE WALNUT S. SIDE GROVE 329 45 1645 109 - - 180 - - 90 - 21 - Bush St. S. SIDE LOW GAP N. SIDE GROVE 2106 46 10764 50 80 220 1660 7522 - 244 1 - 688 Carolyn St. N. SIDE MAE S. SIDE W. MILL ST. 482 38 2035 - - - - - - - - 19 - Capps Ln W. SIDE HOMEWOOD DR. W. SIDE N. BUSH ST. 545 35 2119 - - - - - 114 - - - - Elm St. N. SIDE GARRETT S. SIDE EMPIRE 958 35 3726 - - - - - - - - 35 - Elm St. S. SIDE GARRETT N. SIDE MAGNOLIA 1,322 36 5288 50 543 - - - - 26 Empire Dr. E. SIDE DESPINA W. SIDE STATE 2,960 36 11840 609 - 500 1323 - 72 - 2 70 - Gardens Ave. N SIDE MENDOCINO DR. S SIDE MENDOCINO DR. 944 37 3881 - - - - - - - - 18.5 370 Garrett Dr. E. SIDE ELM W. SIDE STATE 333 34 1258 - - - - - - 68 - - - Hillview Ave. W. SIDE GARDENS AVE. E SIDE MENDOCINO DR. 820 37 3371 - - - - - - - - - - Hillview Ave. E. SIDE MENDOCINO DR. END 120 37 493 - - - - - - - - - - Homewood Dr. S. SIDE EMPIRE W. SIDE CAPPS LN 521 44 2547 482 - - - - - - - - - Incline N. SIDE EMPIRE END 144 56 896 - - - - - - - - 24 - Irvington Dr. S. SIDE EMPIRE W. SIDE ELM 1,092 40 4853 - - - - - - - - 20 - Lockwood Dr. S. SIDE EMPIRE N. SIDE GARRETT 942 36 3768 - - - - - - - - 25 - Lockwood Dr. S. SIDE GARRETT N. SIDE ARLINGTON DR 740 35 2878 - - - - - - - - 35 - Mae W. SIDE MAE E. SIDE MAE 270 46 1380 - - - - - - - - - Mendocino Dr. W. SIDE S. SPRING ST. END OF MARK ON STREET 2,040 36 8160 McPeak St. N. SIDE MENDOCINO DR. S SIDE W. MILL ST. 248 28 772 - - - - - - - - 14 - Mulbery St. S. OBSERVATORY BEGINNING CREEKSIDE ST. 862 36 3448 - - - - - - - - - - N. PINE ST. N. SIDE LOW GAP S. SIDE ARLINGTON DR. 1,099 36 4396 200 - - 445 - - - 40 - Oak Park N SIDE JONES ST S. SIDE CLAYST. 740 34 2796 - - - - - 80 - - - - Oak St. N. SIDE MILL ST. S. SIDE CLAYST. 850 40 3778 110 - - 540 - 240 - - 20 - Oak St. S. SIDE MAGNOLIA N. SIDE LOW GAP 770 32 2738 - - - - - - - - 16 - Rail Trail (TYPE I SLURRY) S. SIDE CLARA N. SIDE GOBBI 4,032 11 4928 - - - - - - - - - - Ranee Ln N. SIDE BEACON LN. END 348 28 1083 - - - - - - - - - - South St. N. SIDE OBSERVATORY S. SIDE LUCE 230 40 1022 - - - - - - - - 40 - South St. N. SIDE LUCE PROPERTYLIMITS 115 40 511 - - - - - - - - 20 - Stella Dr. W SIDE S. ORCHARD E SIDE WARREN DR. 870 36 3480 - - - - - - - - 18 - Walnut E. SIDE DORA W. SIDE N PINE 514 36 2,056 90 - - 324 - 68 - - 19 - 32,206 1,427 125,165 1,876 186 1,049 7,132 16,970 1,048 782 6 613 1,058

THERMOPLASTIC PAVEMENT MARKINGS
TOTAL

STREET SECTIONS
FIELD
LENGTH
(FT)

VARIABLE
WIDTH
(FT)
SLURRY

SEAL AREA
(SY)

TRAFFIC STRIPING

STREET NAME FROM TO
SPECIFICATION NUMBER: 21-03 DRAWING NUMBER:
3 OF 3

CITY OF UKIAH

SLURRY SEAL OF LOCAL STREETS
TABLES
S:\Public Works\PROJECTS\Public Works\2021\Spec No 21-03 Slurry Seal Local Streets

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Please return to:

CITY OF UKIAH
300 Seminary Avenue
Ukiah, California 95482-5400
(707) 463-6200

NOTICE OF COMPLETION
NOTICE IS HEREBY GIVEN:

1. That the project described as: 2021 Slurry Seal of Local Streets, Specification No. 21-03.

2. That the nature of the title to the slurry seal, street striping and marking of various City streets.

3. That on the November 30th, 2021, the Contract work for this project was actually completed.

4. That the name and address of the Contractor is pavement Coatings Co. 2150 Bell Avenue Suite 125, Sacramento, CA 95383

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

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Agenda Item No: 7.e.

MEETING DATE/TIME: 3/2/2022
ITEM NO: 2022-1424

AGENDA SUMMARY REPORT
SUBJECT: Report of the Emergency Purchase of New Traffic Signal Control System at the Intersection of North State and Empire Drive/Ford Road from DC Electric Group in the Amount of $30,395.00 DEPARTMENT: Public Works PREPARED BY: Seth Strader, Buyer I PRESENTER: Tim Eriksen, Public Works Director/City Engineer ATTACHMENTS:

1. PO 47727
Summary: Council will receive a report of the emergency purchase of a new camera control system for the intersection at North State Street & Empire Drive/Ford Road in the amount of $30,395.00.

Background: In spring 2020, DC Electric replaced the traffic signal control cabinets and installed GridSmart traffic control software at the intersection of North State and Empire Drive/Ford Road. Since the installation of GridSmart, staff have continuously had to perform resets of the software, as the signals have not functioned as they should, providing the smooth flow of traffic. DC Electric proposed replacing the GridSmart system with four Vantage NEXT video detection systems. These systems are used at the intersections of Standley and State and Perkins and State and have met the needs of traffic.

Discussion: In compliance with Section 1530 of the City Code, Staff is reporting the purchase of an emergency traffic signal control system from DC Electric in the amount of $30,395.00. The Scope of Work for this project is included in Attachment 1.

Recommended Action: Receive report of the Emergency Purchase of New Traffic Signal Control System at the Intersection of North State and Empire Drive/Ford Road from DC Electric Group in the amount of $30,395.00
BUDGET AMENDMENT REQUIRED: NO
CURRENT BUDGET AMOUNT: 10024214.52100: $30,395.00
PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: N/A
PREVIOUS CONTRACT/PURCHASE ORDER NO.: 47727
COORDINATED WITH: Andrew Stricklin, Associate Engineer & Tim Eriksen, Director of Public Works

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Purchase Order
Purchase
Order #

THIS NUMBER MUST APPEAR ON ALL INVOICES,
PACKAGES AND SHIPPING PAPERS.

Fiscal Year
Vendor Phone Number Vendor Fax Number Buyer Date Ordered Date Required Page of
Delivery must be made within
doors of specified destination.

Item# Description/Part No. Qty UOM Unit Price Extended Price By
Purchasing Supervisor VENDOR COPY PO Total
B
I
L
L
T
O
V
E
N
D
O
R
S
H
I
P
T
O

CITY OF UKIAH
ATTN: ACCOUNTS PAYABLE
300 SEMINARY AVENUE
UKIAH, CA 95482
Delivery Reference Freight Method/Terms Department/Location Sales Tax Rate 2022 1 1
47727-01

DC ELECTRIC GROUP INC
PO BOX 7525
COTATI CA 94931

CITY OF UKIAH - CIVIC CENTER
300 SEMINARY AVENUE
UKIAH CA 95482
Mary Horger 02/15/2022
PUBLIC WORKS DEPARTMENT 0.000
$30,395.00
1 FOUR (4) CAMERA VIDEO DETECTION SYSTEM 29895.0 DOLL $1.000 $29,895.00 INSTALLATION AT N. STATE & EMPIRE DR/FORD
ROAD, UKIAH, CA:
-ESTABLISH TEMPORARY TRAFFIC CONTROL
-FURNISH AND INSTALL A NEW FOUR (4) CAMERA

VANTAGE NEXT VIDEO DETECTION SYSTEM AT THE

SUBJECT INTERSECTION
-FURNISH AND INSTALL THE NECESSARY CABLE

THROUGH EXISTING CONDUITS AND MOUNT THE
CAMERAS ON THE SIGNAL MAST ARM (SMA) ON 6-FT PELCO RISERS FOR EACH APPROACH, AS RECOMMENDED BY MANUFACTURER.
-INSTALL ALL NECESSARY MOUNTING HARDWARE,

CABINET COMPONENTS, AND PROGRAM THE

CAMERAS FOR PROPER OPERATION (VEHICLES

AND BICYCLISTS), INCLUDING ADVANCED
DETECTION WHERE FEASIBLE.
2 COST OF BOND 1.0 LOT $500.000 $500.00
REF REQ E39298
AS PER QUOTE DATED 2/14/2022

PREVAILING WAGE ADDENDUM APPLIES TO THIS
ADDENDUM.

MATERIAL & LABOR BOND ALSO REQUIRED.

C01 MH 2/15/2022: ADDED LINE 2.

ATTACHMENT 1

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1 GENERALLY. These Terms and Conditions of
Sale (“Terms and Conditions”) apply to all purchases by City of Ukiah. (Referred to as “Buyer”). The supplier of goods and services under this transaction is herein
referred to as “Seller”. The goods or service purchased are referred to as the “Purchase.”

2. TERMS EXCLUSIVE. Buyer will order the goods
or services described herein only upon the terms and
conditions contained herein. Seller’s acceptance of this order shall occur either through commencement of
performance under this order or acknowledgment of this
order. By accepting this order, Seller waives all terms and conditions contained in its quotation, acknowledgment,
invoice or other documents which are different from or
additional to those contained herein and all such different or additional terms and conditions shall be null and void.

SELLER MAY NOT CHANGE MATERIAL OF

MANUFACTURE, SOURCES OF SUPPLY, MANUFACTURING PROCESS OR LOCATION WITHOUT THE PRIOR WRITTEN CONSENT OF BUYER.

3. INSPECTION. All goods shall be received subject
to Buyer’s inspection and rejection. Defective goods and goods otherwise not conforming to this order shall be held for Seller’s instruction and at Seller’s risk, and if Seller so directs, shall be returned at Seller’s expense. No defective goods shall be replaced without a new purchase order.

Payment by Buyer shall not be construed as an
acceptance of goods. Buyer may return to Seller any non-defective, excess goods within thirty (30) days of receiving them.

4. CHANGES. City may make changes within the
general scope of this order in drawings and specifications for specially manufactured supplies, place of delivery, method of shipment or packing of the order by giving notice to Seller and subsequently confirming such changes in writing. If such changes affect the cost of or the time required for performance of this order, an equitable
adjustment in the price or delivery or both must be made.

No change by Seller is allowed without City’s written
approval. Any claim by Seller for an adjustment under this section must be made in writing within thirty (30) days from the date of receipt by Seller of notification of such change unless City waives this condition in writing. Nothing in this section excuses Seller from proceeding with performance of the order as changed.

5. TERMINATION. City may terminate this order at
any time, either verbally or in writing, with or without cause.

Should termination occur, City will pay Seller as full
performance until such termination the unit or pro rata order price for the performed and accepted portion of the Purchase. City may provide written notice of termination for Seller’s default if Seller refuses or fails to comply with this order. If Seller does not cure such failure within a reasonable time period, or fails to perform the Purchase within the time specified (or allowed by extension), Seller will be liable to City for any excess costs incurred by City.

6. TIME EXTENSION. Time is of the essence City
may extend the time for completion if, in City’s sole
determination, Seller was delayed because of causes
beyond Seller’s control and without Seller’s fault or
negligence. In the event delay was caused by City, Seller’s sole remedy is limited to recovering money actually and necessarily expended by Seller because of the delay; there is no right to recover anticipated profit.

7. REMEDIES CUMULATIVE. City’s rights and
remedies under this order are not exclusive and are in
addition to any rights and remedies provided by law.

8. TITLE. Title to materials and supplies purchased
under this order pass directly from Seller to City upon City’s written acceptance following an actual inspection and City’s opportunity to reject.

9. PAYMENT. City will pay Seller after receiving
acceptable invoices for materials and supplies delivered and accepted or services rendered and accepted. City will not pay cartage, shipping, packaging or boxing expenses unless specified in this order.

10. INDEMNIFICATION. Seller agrees to indemnify and hold harmless from and against any claim, action, damages, costs (including, without limitation, attorney’s fees), injuries, or liability, arising out of the Purchase or the order, or their performance. Should City be named in any suit, or should any claim be brought against it by suit or otherwise, whether the same be groundless or not, arising out of the Purchase or order, or their performance, Seller will defend City (at City’s request and with counsel
satisfactory to City) and indemnify City for any judgment rendered against it or any sums paid out in settlement or otherwise. For purposes of this section “City” includes City’s officers, elected officials, and employees. This paragraph 9 will survive termination of this order. The requirements as to the types and limits of insurance
coverage to be maintained by Seller, and any approval of such insurance by City, are not intended to and will not in any manner limit or qualify the liabilities and obligations otherwise assumed by Seller pursuant to this order, including, without limitation, to the provisions concerning indemnification.

11. WARRANTY. Seller agrees that the Purchase is
covered by the most favorable commercial warranties the Seller gives to any customer for the same or substantially similar supplies or services, or such other more favorable warranties as is specified in this order. Warranties will be effective notwithstanding any inspection or acceptance of the Purchase by City.

12. ASSIGNMENT. City may assign this order.

Except as to any payment due under this order, Seller may not assign or subcontract the order without City’s written approval. Should City give consent, it will not relieve Seller from any obligations under this order and any transferee or subcontractor will be considered Seller’s agent.

13. INSURANCE. Seller must provide the insurance
indicated on the face sheet of this order.

14. PERMITS. Seller must procure all necessary permits and licenses, and abide by all federal, state, and local laws, for performing this order.

15. INDEPENDENT CONTRACTOR. City and Seller
agree that Seller will act as an independent contractor and will have control of all work and the manner in which it is performed. Seller will be free to contract for similar service to be performed for other employers while under contract with City. Seller is not an agent or employee of City and is not entitled to participate in any pension plan, insurance, bonus or similar benefits City provides for its employees. Any provision in this order that may appear to give City the right to direct Seller as to the details of doing the work or to exercise a measure of control over the work means the
Seller will follow the direction of the City as to end results of the work only.

16. WAIVER. City’s review or acceptance of, or
payment for, work product prepared by Seller under this order will not be construed to operate as a waiver of any rights City may have under this Agreement or of any cause of action arising from Seller’s performance. A waiver by City of any breach of any term, covenant, or condition contained in this order will not be deemed to be a waiver of any subsequent breach of the same or any other term, covenant, or condition contained in this order, whether of the same or different character.

17. INTERPRETATION. This Agreement was drafted
in, and will be construed in accordance with the laws of the State of California, and exclusive venue for any action involving this agreement will be in Mendocino County.

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Agenda Item No: 7.f.

MEETING DATE/TIME: 3/2/2022
ITEM NO: 2022-1425

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: Seth Strader, Buyer I PRESENTER: Sean White, Water Resources Director.

ATTACHMENTS:

1. Original Agreement

2. Amendment 1-4

3. Amendment 5
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 plants 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 belt filter press with solids content 18% or greater. The 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 for an accepting, pre-approved disposal site.

Discussion: On December 16, 2015, Council approved a two-year contract with Ukiah Waste Solutions for the removal of biosolids. Please see Attachment 1 for a copy of the contract. On December 20, 2017, Council approved Amendment 1, extending the agreement for another year and increasing the cost from $48.00 to $50.00 per ton. Council has reviewed and approved several other annual renewals. See Attachment 2 for a copy of these Amendments.

Staff is requesting approval to amend the existing contract for one additional year, increasing the cost from $56.00 per ton to $59.00 per ton. Please see Attachment 3 for a copy of the proposed Amendment 5.

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

BUDGET AMENDMENT REQUIRED: NO
CURRENT BUDGET AMOUNT: 840247225.52100: $70,984.84
PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: N/A
PREVIOUS CONTRACT/PURCHASE ORDER NO.: Contract 1516-143 COORDINATED WITH: Tim Eriksen, Director of Public Works

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ATTACHMENT 1

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ATTACHMENT 2

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CITY OF UKIAH
AMENDMENT NO. 5
TO
CONTRACT 1516143

BETWEEN
UKIAH WASTE SOLUTIONS and THE CITY OF UKIAH
This Amendment No. 5 entered on February 16th, 2022, revises the Contract for Biosolid removal dated March 30, 2015 between the City of Ukiah and Ukiah Waste Solutions, as follows.

1. Contract price: Unit price will be revised from 56.00 per ton to $59.00 per ton.

2. Contract Term: Contract term has been extended to December 31, 2022.

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, CITY CLERK
ATTACHMENT 3

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Agenda Item No: 7.g.

MEETING DATE/TIME: 3/2/2022
ITEM NO: 2022-1427

AGENDA SUMMARY REPORT
SUBJECT: Approve a Budget Amendment to the Engineering Fund for the Expenses Related to Preliminary Engineering of the Local Roadway Safety Plan (LRSP) Using General Funds.

DEPARTMENT: Public Works PREPARED BY: Seth Strader, Buyer I PRESENTER: Tim Eriksen, Public Works Direction/City
Engineer
ATTACHMENTS:

1. Mendocino Council of Governments (MCOG) 2021-10-27

2. 5049028 PSA
Summary: Council will consider approving a budget amendment to the Engineering Fund for expenses related to preliminary engineering of the Local Roadway Safety Plan.

Background: On December 16, 2020, City Council authorized the City Manager to apply for and execute funding opportunities from the California Department of Transportation. Funding was secured and approved by the Department of Transportation and an agreement was completed. (Attachment 1). This funding will be used for the preliminary engineering (Safety Analysis) of the Local Roadway Safety Plan (LRSP-5049(028)) and paid to the Mendocino County of Governments (MCOG) for costs incurred from consultant work.

A Local Road Safety Plan (LRSP) can be a means for providing local and rural road owners with an opportunity to address unique highway safety needs in their jurisdictions while contributing to the success of the SHSP. An LRSP provides a framework for organizing stakeholders to identify, analyze, and prioritize roadway safety improvements on local roads. In the future HSIP Calls-for-Projects, an LRSP will be preferred or required for an agency to be eligible to apply for federal HSIP funds. The City of Ukiah has used these funds for projects such as the Downtown Streetscape.

Discussion: MCOG has begun billing for work performed by the consultant for work related to the development of the LRSP. The City is responsible for the payment of invoices from MCOG to the contractor while simultaneously filing for reimbursement for those expenses through CalTrans. A budget amendment is necessary to cover the costs of the consultant while the project is in active design phase. By the time the contracted work is completed, the City will have paid $8,000.00 to MCOG for design work while being reimbursed by CalTrans in the amount of $72,000.00. (Attachment 2)

Recommended Action: Approve a budget amendment to the Engineering Fund for the expenses related to Preliminary Engineering of the Local Roadway Safety Plan (LRSP) using General Funds.

BUDGET AMENDMENT REQUIRED: YES
CURRENT BUDGET AMOUNT: 10024210.43209.18314: $0; 100242103.52100.18314: $0 PROPOSED BUDGET AMOUNT: 10024210.43209.18314: $72,000 10024210352100.18314: $80,000.00 FINANCING SOURCE: General Fund: $8,000; MCOG Reimbursement: $72,000 PREVIOUS CONTRACT/PURCHASE ORDER NO.: Contract 2122-151 COORDINATED WITH: Jason Benson, Senior Engineer & Tim Eriksen, Director of Public Works

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SUBRECIPIENT COOPERATIVE AGREEMENT

BETWEEN

MENDOCINO COUNCIL OF GOVERNMENTS
AND

CITY OF UKIAH
Effective July 1, 2017 through June 30, 2022
Annual Exhibits
Fiscal Year 2021/ 22
Exhibit A Subrecipient Scope of Work and Budget
Exhibit B Sample Subrecipient Invoice
Exhibit C MCOG’s Adopted Policies Instructions
Exhibit D Special Conditions
COU No. 2122-151
ATTACHMENT 1

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MCOG FY 2021/ 22 Subrecipient Cooperative Agreement City of Ukiah

EXHIBIT A
Subrecipient Scope of Work and Budget
Attached:

A 1 Transportation Planning Overall Work Program OWP)
Work Element 11 Local Road Safety Plans
Work Element 12 Trench Cut Fee Study and Implementation Services Work Element 14 Training
A 2 Surface Transportation Block Grant STBG) Program Formula Distribution Balances Available to Claim

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MCOG FY 2021/ 22 Subrecipient Cooperative Agreement City of Ukiah EXHIBIT A 1
Subrecipient Scope of Work and Budget

TRANSPORTATION PLANNING OVERALL WORK PROGRAM OWP)
WORK ELEMENT 11 LOCAL ROAD SAFETY PLANS LRSP) Carryover PURPOSE:

To develop individual Local Road Safety Plans LRSP) for the County of Mendocino, and Cities of Ukiah, Point Arena, Willits and Fort Bragg. An LRSP creates a framework to systematically identify, analyze, prioritize, and recommend roadway safety improvements on local roads.

Beginning with Cycle 11 of the Highway Safety Improvement Program HSIP), an LSRP will be required for an agency to apply for HSIP grant funds.

PREVIOUS WORK:

This work element was introduced in the FY 2020/ 21 Overall Work Program and will has been carried over to finalize and complete the plans. Tasks 1 through 3 completed in FY 2020/ 21, the consultant is expected to continue working in Task 4 in the current FY.)

1. Project Initiation/ Coordination with Project Partners a. Review LRSP program requirements and guidelines, and work with local agencies and Caltrans Local Assistance to assist with facilitating LRSP grant funding or allocation process. MCOG)
b. Develop and execute a Memorandum of Understanding MOU) with each local agency outlining MCOG and local agency roles, reimbursement commitments, project parameters and processes. MCOG)
Products may include: Coordination, teleconferences, allocation forms, correspondence, and MOUs.

2. Procurement Process/ Consultant Selection
a. Conduct competitive procurement process, including development and advertisement of Request for Proposals RFP) for consultant services. MCOG) b. Review consultant proposals and convene a Consultant Selection Committee composed of County and City representatives) to evaluate and rank proposals and recommend a preferred consultant. MCOG)
c. Develop and execute contract with selected consultant. MCOG) Products may include: RFP, newspaper advertisement; procurement documentation, Consultant Selection Committee agenda and meeting notes, evaluation forms, consultant contract.

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MCOG FY 2021/ 22 Subrecipient Cooperative Agreement City of Ukiah

3. Project Kick off Meeting Establishment of Stakeholder Group a. Hold project kick off meeting with MCOG, consultant, and local agency staff.

MCOG, Local Agencies, Consultant)
b. Per Caltrans’ guidance, establish a working group of interested stakeholders/ safety partners to provide input into the development of local plans. Composition of stakeholder group may include local agency staff as well as other interested stakeholders from the 4E’s” of highway safety engineering, law enforcement, education, and emergency response communities). MCOG, Consultant, Local Agencies) c. Meet with consultant, local agency staff and stakeholder group as needed throughout the project. MCOG, Consultant, Local Agencies, Stakeholder Group).

Products may include: Kick off agenda and meeting notes; stakeholder roster; stakeholder meetings, agenda and meeting notes.

TASKS:

4. Develop Local Road Safety Plans
a. Review LRSP Requirements Consultant will review Caltrans’ requirements for development of LRSPs, and ensure that all requirements are addressed. Consultant) b. Collect Review Data Consultant will gather and review existing data including Mendocino County Dept. of Transportation’ s annual Traffic Safety Review, MCOG’s Regional Transportation Plan, Statewide Integrated Traffic Records System SWITRS), local agency plans, and any other relevant data that may be available. Consultant) c. Analyze Data Make Recommendations Consultant will analyze last five 5) years of accident and safety data; identify emphasis areas; identify, recommend and prioritize safety countermeasures including a summary of costs, potential funding sources, timelines and goals). Consultant shall ensure that all recommended safety projects are consistent with Federal and State project funding requirements, if those funds will be used for project implementation. Consultant) d. Draft Local Road Safety Plans Consultant shall incorporate all data collected and analyzed into separate draft plans for review by each local agency. Consultant) e. Final Local Road Safety Plans Consultant shall incorporate input from local agencies as appropriate, and prepare final plans for each agency. Consultant) f. Presentation of Final Local Road Safety Plans Consultant shall make separate presentations of final plans to City Councils/ Board of Supervisors, if requested by local agencies. Consultant).

Products include: Draft and Final Local Road Safety Plans for the County of Mendocino, and the Cities of Ukiah, Point Arena. Separate plans shall be provided for each local agency. Separate presentations to City Councils/ Board of Supervisors shall be provided upon request of local agencies.

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MCOG FY 2021/ 22 Subrecipient Cooperative Agreement City of Ukiah

5. Invoice Processing/ Required Reporting
a. Invoice Processing MCOG will review and process consultant invoices for payment; and will prepare and submit invoices to local agencies for reimbursement of invoices paid. MCOG)
b. Required Reporting MCOG will provide required reports associated with allocation and reporting on LRSP funds to Caltrans. MCOG)
Products may include: Approved/ processed consultant invoices; invoice reimbursement submittal packages; grant reporting and/ or project close out forms, as required.

FUNDING AND AGENCY RESPONSIBILITIES:

Local agencies will invoice Caltrans for LRSP grant funding. MCOG will invoice local agencies.

For more details refer to Exhibit D, Special Conditions.” Responsible
Agency
Estimated
Person Days
Budget
Funding
Source
Fiscal Year
MCOG 9 7,500 Local LTF 2021/ 22
Consultant 220 220,184 State LRSP Grant 2020/ 21
Total 229 227,684
ESTIMATED SCHEDULE:

Tasks Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun
1 3 Tasks completed in FY 2020/ 21
4 x x x
5 x x x x x x

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MCOG FY 2021/ 22 Subrecipient Cooperative Agreement City of Ukiah WORK ELEMENT 12

TRENCH CUT FEE STUDY AND IMPLEMENTATION SERVICES
PURPOSE:

This project proposes to complete a Trench Cut Fee Study in order to recover costs from utilities and contractors trenching in streets that have been rehabilitated or repaired. This project meets the goal to secure reliable, ongoing funding for system preservation on local streets.

PREVIOUS WORK:

No related type of project work has been done in the past.

TASKS:

1. Kickoff Meeting and Summarize Utility Cut Fee Studies. Consultant)

2. Engineering Approach and Analysis Consultant)
Structural Analysis Deflection Testing
Statistical Analysis PMP Data

3. Develop Fee Schedule and Final Report. Consultant)

4. Develop Fee Ordinance City Council Presentation. Consultant) PRODUCTS:

Fee Scheduled Final Report. This report will be utilized to implement a Trench Cut Fee Schedule in order to collect fees for ongoing street repairs.

FUNDING AND AGENCY RESPONSIBILITIES:

Responsible
Agency
Estimated
Person Days
Budget
Funding
Source
Fiscal Year
Consultant 45 45,000 Local LTF 2020/ 21
Total 45 45,000
ESTIMATED SCHEDULE:

Tasks Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun July 1 x
2 x x
3 x x
4 x

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MCOG FY 2021/ 22 Subrecipient Cooperative Agreement City of Ukiah WORK ELEMENT 14 TRAINING
PURPOSE:

To provide funding for technical training in the transportation planning field to the Mendocino Council of Governments MCOG) planning staff, and to local agency staff, to stay abreast of changes in the field.

PREVIOUS WORK:

This is an annual training work element that has been included in MCOG’s Overall Work Program since FY 2003/ 04.

TASKS:

1. Attendance at transportation planning academies, seminars, workshops or training sessions that may be offered through Caltrans or other agencies. MCOG, County, Cities, MTA). This task includes staff time and direct costs i.e. registration, travel, lodging, meals, etc.)
Specific training sessions are not identified. Examples of prior training funded under this annual work element include: workshops provided through U.C. Berkeley’s Tech Transfer Program SB 743/Vehicle Miles Traveled; Traffic Control for Safer Work Zones; and training offered through Caltrans Resident Engineer Academy; Emergency Relief ER); Consultant Contract training; training on various grant programs; as well as training offered through the Rural Counties Task Force, CalCOG, and other agencies.

PRODUCTS:

Educational and training materials; trained/ educated staff.

FUNDING AND AGENCY RESPONSIBILITIES:

Responsible
Agency
Estimated
Person Days
Budget
Funding
Source
Fiscal Year
MCOG Staff 30 23,192 Local LTF 2020/ 21
MCOG
Direct Costs
n/ a 12,157 Local LTF 2020/ 21
County/ Cities/
MTA
Direct Costs
n/ a
10,754 Local LTF 2020/ 21
Total 30 46,103

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MCOG FY 2021/ 22 Subrecipient Cooperative Agreement City of Ukiah EXHIBIT A 2
Subrecipient Scope of Work and Budget
SURFACE TRANSPORTATION BLOCK GRANT STBG) PROGRAM SECTION 182.6 D(1)

FORMULA DISTRIBUTION BALANCES AVAILABLE TO CLAIM
PURPOSE:

Formerly known as Regional Surface Transportation Program RSTP), the name has been changed to Surface Transportation Block Grant Program. MCOG annually elects to exchange its federal STBGP funds for state funds under a program offered by California Department of Transportation Caltrans). Eligible uses are as follows.

CALIFORNIA CONSTITUTION
ARTICLE 19 MOTOR VEHICLE REVENUES
SECTION 1. Revenues from taxes imposed by the State on motor vehicle fuels for use in motor vehicles upon public streets and highways, over and above the costs of collection and any refunds authorized by law, shall be used for the following purposes:
a) The research, planning, construction, improvement, maintenance, and operation of public streets and highways and their related public facilities for nonmotorized traffic), including the mitigation of their environmental effects, the payment for property taken or damaged for such purposes, and the administrative costs necessarily incurred in the foregoing purposes. b) The research, planning, construction, and improvement of exclusive public mass transit guideways and their related fixed facilities), including the mitigation of their environmental effects, the payment for property taken or damaged for such purposes, the administrative costs necessarily incurred in the foregoing purposes, and the maintenance of the structures and the immediate right of way for the public mass transit guideways, but excluding the maintenance and operating costs for mass transit power systems and mass transit passenger facilities, vehicles, equipment, and services.

PREVIOUS WORK: Not applicable.

PRODUCTS: Refer to Administrative Procedures, provided as Exhibit C 2, attached.

FUNDING AND AGENCY RESPONSIBILITIES:

A schedule of funds available to claim by each MCOG member agency is attached to this exhibit.

Any funding presented as an estimate may result in more or less actual funding available to claim, without amendment to this Annual Exhibit. Refer also to Administrative Procedures, provided as Exhibit C 2, attached. All other terms and conditions applicable to this Scope of Work and Budget are specified in the Master Agreement, effective July 1, 2017. Note due for update next year, so terms of revised STBG administrative procedures might not perfectly align until reconciled.

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TOTALS New distrib' nNew

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MCOG FY 2021/ 22 Subrecipient Cooperative Agreement City of Ukiah

EXHIBIT B
Sample Subrecipient Invoice
Available by request in Excel format)

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MCOG FY 2021/ 22 Subrecipient Cooperative Agreement City of Ukiah

EXHIBIT C
MCOG’ s Adopted Policies Instructions
Attached:

C 1 Transportation Planning Overall Work Program OWP) Policies and Application Instructions 4 pages)
C 2 Surface Transportation Block Grant STBG) Program Administrative Procedures 5 pages)
C 3 Local Transportation Fund 2%Bicycle Pedestrian Program Application Form 4 pages)

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Amended 10/3/16

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MENDOCINO COUNCIL OF GOVERNMENTS

OVERALL WORK PROGRAM ( OWP)

POLICIES AND APPLICATION INSTRUCTIONS
General Information
The Mendocino Council of Governments has adopted a policy that a portion of Local Transportation Funds (LTF) will be allocated to assist in funding the annual transportation planning work program. Other funding sources for the work program include various State and Federal funds.

Eligible Applicants/ Projects
Eligible applicants include the parties to MCOG’ s Joint Powers Agreement ( JPA), which are the Cities of Ukiah, Willits, Fort Bragg, and Point Arena; and the County of Mendocino. Mendocino Transit Authority is also an eligible applicant. Other potential applicants must have an eligible JPA member sponsor agency.

Projects funded under the annual work program are of a planning nature, including studies related to transportation needs, technical assistance, transportation-related training for Technical Advisory Committee (TAC) members, Local Agency Staff, and MCOG staff; and administration of the work program, and direct costs.

Application Cycle/Schedule
The cycle for the OWP process shall begin annually October 15, at which time MCOG staff will forward the OWP application package consisting of these Policies and Application Instructions, an Application/Proposed Scope of Work Form (attached), and a Quarterly Report Form (attached) to TAC members. There shall be a six week application period of October 15 - December 1, with all applications due to the MCOG office no later than 5:00 p.m. on December 1 of each year (if this date falls on a weekend, the following Monday shall apply).

Applicants must submit fourteen (14) copies of the completed application/scope of work form, and one electronic copy. Incomplete applications or applications with insufficient copies will be returned to the applicant for completion.

A preliminary draft OWP is prepared by MCOG staff for review at the TAC level, and submitted to Caltrans by March 1. After incorporation of Caltrans’ comments, a Final OWP is prepared for MCOG approval. The Final OWP is adopted along with the Regional Transportation Planning Agency annual budget in June of each year.

Quarterly Reporting/Payments
All agencies that are funded under the work program are required to submit quarterly progress reports to the MCOG office within 15 days following the end of each quarter. The progress of each work element is then compiled into a quarterly OWP report, which is submitted to the State.

EXHIBIT C-1
MCOG' s Adopted Policies & Instructions - OWP

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Amended 10/3/16

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Payments are tied to timely submittal of quarterly reports and satisfactory performance as determined by MCOG. Payments are made to work program participants upon invoicing with documentation of work performed, and subject to approval by MCOG’ s Executive Director.

Amendments
Any change in the approved work program requires an amendment approved by both MCOG and Caltrans, therefore any delays or problems should be promptly communicated with MCOG staff.

Amendments to the approved work program are not allowed by Caltrans after April 1 of any year.

Carryover Requests
The program period for each work program is July 1 through June 30 of each year. Every attempt must be made to complete programmed activities within the programmed fiscal year; however, if there is a need to carry over a project to the next fiscal year for completion, the requesting agency must submit justification for the carry over to MCOG. Carryover requests are subject to the following restrictions:

Projects funded with State Rural Planning Assistance (RPA) funds are expected to be completed in the initial year of programming; however, limited extensions are possible and will be considered on a case-by-case basis (subject to approval by the MCOG Executive Director). Caltrans allows up to 25% of an agency’s annual RPA allocation to be carried over for a maximum of one year, after the initial year or programming.

Projects funded with Local Transportation Funds (LTF) funds may be carried over (subject to approval by the MCOG Executive Director) for a maximum of two years, after the initial year of programming.

Projects funded with Planning, Programming & Monitoring (PPM) funds may be carried over subject to approval by the MCOG Executive Director) for a maximum of two years, after the initial year of programming.

Grant funded projects are subject to the carryover provisions of the pertinent State or Federal funds.

Attachments: OWP Application – Scope of Work Form
OWP Quarterly Report Form

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Revised 10/3/16

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MENDOCINO COUNCIL OF GOVERNMENTS
FY _______ OVERALL WORK PROGRAM

APPLICATION - PROPOSED SCOPE OF WORK
Applicant Agency: Date Submitted:

Contact Person:

Project Title:

Use additional sheets as necessary to prepare outline.

GOAL/ PURPOSE - What does this planning project intend to achieve? How does this planning work address the goals and objectives of the Regional Transportation Plan? See RTP pages 21-30 - available on MCOG’ s website www. mendocinocog. org.

PREVIOUS WORK - Has any related work been done in the past? TASKS - List all tasks and responsible party for each task.

PRODUCTS - Identify products of the planning effort. How will these products be used to improve the state, regional, or local transportation system?
TIME SCHEDULE - Provide a monthly schedule by task. Schedule must indicate that all tasks can be completed in one fiscal year.

SAMPLE
Tasks Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun
1 x x x
2-6 x x x x x x
7 x x x
ESTIMATED PERSON DAYS/ COST BREAKDOWN - Provide estimated person days and costs for each agency and consultant.

PROPOSED FUNDING SOURCES & AMOUNTS - Provide amounts of proposed funding from all sources. Are there leveraging opportunities available? Has funding from other sources been sought for this planning project?
Notes:

1. Receipts and documentation are required for all direct costs, including copies of consultant invoices and receipts. Mark-up of direct costs is not allowed.

2. Travel costs are limited to Caltrans approved travel rates, available at the following link:
http://www.dot.ca.gov/hq/asc/travel/ch12/1consultant.htm#rr.

3. It is applicant’ s responsibility to comply with all fiscal and procurement requirements of federal, state, regional, or local funding agencies.

4. The Transportation Development Act (TDA) requires recipients of Local Transportation Funds to submit annual fiscal audits to MCOG.

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Revised 10/3/16

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MENDOCINO COUNCIL OF GOVERNMENTS

OVERALL WORK PROGRAM QUARTERLY REPORT
Quarter, FY _________
AGENCY: DATE:

WORK ELEMENT NO./TITLE:

PURPOSE:

PROGRESS:

PRODUCT EXPECTED:

PROBLEMS:

OUTLOOK/ STATUS:

FUNDS CLAIMED:

OWP Funding: $__________
Claimed this quarter: $__________
Claimed to date $__________
including current quarter):

Balance to be claimed: $__________

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SURFACE TRANSPORTATION BLOCK GRANT ( STBG) PROGRAM
Claim Procedures
Revised October 7, 2021
Supersedes “ Administrative Procedures” of 2003, 2007
Funding Overview
Federal transportation legislation authorizes funding for the STBG Program, most reently through the Fixing America’s Surface Transportation (FAST) Act of 2015, administered by the Federal Highway Administration ( FHWA). Previously known as the Regional Surface Transportation Program ( RSTP), block grant” was added to the name under the FAST Act, acknowledging the historically flexible eligibility of these funds to best address State and local transportation needs. The funds are apportioned to the States, which then suballocate by region.

In California, the Department of Transportation (Caltrans) offers an optional Federal Apportionment Exchange Program to the Regional Transportation Planning Agencies. The Mendocino Council of Governments (MCOG) customarily has taken advantage of this option to exchange for nonfederal State Highway Account ( SHA) funds, to relieve the administrative burden of receiving federal funds, by executing an exchange agreement annually with Caltrans. The terms are governed by California Streets and Highways Code, Article 5, Section 182.6.

MCOG annually allocates STBG funds by budget resolution to the County of Mendocino and the Cities of Ukiah, Willits, Fort Bragg, and Point Arena, according to a distribution formula adopted by MCOG on November 2, 1998 and amended on June 5, 2006. The funds are held until claimed by each of these member local agencies, subject to administrative requirements to comply with State terms.

Eligible uses of the STBG funds are identified in the California Constitution Article 19, Motor Vehicle Revenues, Section 1, summarized as:

The research, planning, construction, improvement, maintenance, and operation of public streets and highways (and their related public facilities for nonmotorized traffic), including the mitigation of their environmental effects, the payment for property taken or damaged for such purposes, and the administrative costs necessarily incurred in the foregoing purposes.

Administrative Requirements
This amendment of MCOG’ s claim requirements is meant to better align with the master terms of its Subrecipient Cooperative Agreement with the member agencies (started in 2017), which flow down terms and conditions of the various public funds received and administered by MCOG. Terms for submittal of Invoices, Reporting and Deliverables are detailed in Section 5 of the Agreement.

Whereas previously MCOG has distributed RSTP/STBG funds as either an advance or a reimbursement, as requested by the claimant, this amendment requires documentation of costs incurred for the eligible project before release of the funds allocated to claimants, consistent with the Agreement.

Claimants may “ save up” annual allocations to accumulate in MCOG’ s fund for a larger project than can be funded in a single year, until ready to submit a multi-year claim. Conversely, a project may be broken down into phases for more manageable cash flow, to be reimbursed in annual installments.

EXHIBIT C-2 STBG Program Administrative Procedures

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Before expending funds on a project for later reimbursement, each claimant shall submit to MCOG a list of eligible projects on which they plan to expend the funds, for determination of eligibility. A form is provided for this purpose. MCOG will notify each claimant agency of their fund balances available, at least annually.

The list shall include a project description, the names of all streets and roads with potential projects, the type of project (e.g. rehabilitation, maintenance, improvement, operations, safety, etc.) and the functional classification based on the "annual maintained mileage report" prepared by each agency.

If the project is for equipment or other street/road-related items, specify relevant details in the description.

Upon determination by MCOG of project eligibility, reimbursable work may proceed. Claims may be submitted for reimbursement upon project or phase completion, to include an invoice and a summary list of expenses with date, payee, description and amount for each expenditure. Claimant shall retain backup documentation such as receipts for at least three years after final STBG payment. Unclaimed amounts will remain reserved in claimant’ s available fund balance for future claims.

Note that this revised procedure might not perfectly reflect terms of the current master Subrecipient Agreement, which is due for review and update in Fiscal Year 2022/23, when terms may be amended as needed.

Checklist
Refer to annual Subrecipient Agreement exhibit for available funds.

Plan project, consult with MCOG staff as needed.

Submit list to MCOG for review and determination of eligibility.

On approval, proceed with reimbursable project work.

Following project or phase completion, submit invoice to MCOG.

Keep expense documentation on file for the required retention period.

Attachments
List submittal form, available as Word document
Sample reimbursement invoice, available as Excel spreadsheet Sample expense summary

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SURFACE TRANSPORTATION BLOCK GRANT PROGRAM STBG)
Project List
for Fiscal Year
List all Potential or Planned Projects)
Project Type examples: Rehabilitation, maintenance, improvement, operations, equipment, safety, bicycle lane, pedestrian access, environmental mitigation, streetscape Functional Classification and/ or Description examples:

Arterial, major/ minor collector, local road, paving, chip seal, sidewalks, storm drains, street sweeper, traffic signal Name of
Street/ Road/ Project
Type of Project
examples below)*
Functional Class
and/ or Description
Authorized Signature Date
Printed Name Title
Agency

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Date Invoice #
BILL TO: Mendocino Council of Governments
Attn. Janet Orth, Depuity Director & CFO
525 S. Main St., Suite B
Ukiah, CA 95482
PROJECT: Surface Transportation Block Grant (STBG) Program Name of project
Date/s Completed: Date range
Fiscal Year of MCOG
Funding Allocation by
Formula Distribution
MCOG Amount Allocated
Difference of
Allocation and
Amount Claimed
Total Reimbursement
Request
Example: FY 2019/20 $ 0
FY 2020/21 $ 0
FY 2021/22 $ 0
0 0
0 0
0 Supporting documentation, including expense summary list, is attached.

Further detailed documentation is on file for the required retention period.

All expenditures requested for reimbursement have been processed and paid.

Name of authorized signator Date
Postion title
Agency Letterhead
TOTAL INVOICE AMOUNT DUE:

I N V O I C E

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Fiscal Year: _________

APPLICATION FOR MCOG FUNDING
PEDESTRIAN and/or BICYCLE FACILITIES PROJECT
Please complete each portion of the application in as much detail as possible/appropriate.

1. Project Name: 9. Line item cost estimate:
a. Environmental Documentation
b. Design
c. Right-of-Way
d. Construction

2. Applicant (City, County, MTA)

3. Estimated Total Cost:

4. Funding Requested:

5. Other Funding: (identify amounts & sources)

6. This Form Prepared By:

7. Phone Number:

8. Date:

10. Description of project: Specify type of facility (pedestrian walkway, standard sidewalk, bikeway (Class I, II, or III) multi-use facility, ADA compliance, etc. How does this project implement the 2008 California Complete Streets legislation? EXHIBIT C-3 MCOG' s Adopted Policies & Instructions - Bicycle & Ped.

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Bike & Pedestrian Application

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Revised form approved by MCOG 10/4/2010

11. How would this facility improve safety? (Upgrade existing facility, provide new facility, remove gaps in existing system?)

12. How much use (in users per day, or per week) would this facility get? What is the basis for this estimate? (What is the traffic volume on adjacent street/road, if applicable?)

13. To what extent would this facility be used by commuters? Commuters are people (including children) who use the facility for utilitarian purposes (including work, school, shopping, etc.).

Identify below and on project map, non-motorized traffic generators and attractors residential neighborhoods, schools, shopping, recreational areas, etc.) along or at termini of proposed project.

14. What is the readiness of this project? Include milestones for each activity below:

Activity Date (mo/yr)
Environmental
Design
Right-of-Way
Construction

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Bike & Pedestrian Application

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Revised form approved by MCOG 10/4/2010

15. Will this project completely or partially implement a specific plan that has been developed and adopted for the area? Examples are: Downtown Design Plan, Community Action Plan, Downtown Streetscape Plan, ADA Implementation Plan, Transit Service Implementation Plan.

16. Is the proposed project identified in or consistent with existing plans for the area (Bikeway Plan, City/County General Plans, Coastal Commission, Regional Transportation Plan, and others)? Identify where project is listed in plan or state how consistency with plan is achieved.

17. What alternate sources of funding have been sought for this project? Source Application Date Status Date Available if Approved

18. Is this non-motorized project a component of a larger project? If so, provide details of the larger project

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Bike & Pedestrian Application

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Revised form approved by MCOG 10/4/2010

19. What other funds have already been committed to this project? Fund Type Amount Documentation (Funding Agreement, Resolution/Minute Order)

20. Does your agency currently have any open LTF 2% Bike & Pedestrian projects? If so, what is the status?

21. Other Comments:

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MCOG FY 2021/ 22 Subrecipient Cooperative Agreement City of Ukiah

EXHIBIT D
Special Conditions
WORK ELEMENT 11 LOCAL ROAD SAFETY PLANS LRSP)
This project was added to Exhibit A 1 in Fiscal Year 2020/ 21, carried over to 2021/ 22, and calls for an invoicing and reimbursement process relative to the funding source that is different than usual. MCOG member agencies have agreed to pool state grant funds by hiring a consultant to efficiently produce the required deliverables, Local Road Safety Plans.

For this project Local Road Safety Plan LRSP) grant funds from state sources awarded to the participating local agencies are to be contributed to MCOG’ s Work Element 11, LRSP. Also the local agencies will provide a funding match of ten percent.

The local agencies will invoice Caltrans for LRSP grant funding. MCOG will invoice the local agencies for the grant and local funds, as listed in the table below. MCOG will not invoice local agencies for state PPM funds, which are provided under a separate agreement with Caltrans.) The schedule for invoicing will be known following MCOG’ s procurement of contracted services.

City of Ukiah’ s 2021/ 22 funding responsibility for WE 11 grant and local funds) is 60,937.97.

FUNDING AND AGENCY RESPONSIBILITIES:

LRSP Contributions Carried Over
County of Mendocino 107,764.58
City of Willits 23,570.20
City of Fort Bragg 17,244.47
City of Ukiah 60,937.97
City of Point Arena 10,666.97
Subtotal 220,184.19
MCOG Local Transportation Funds ( LTF) 7,500
TOTAL Work Element 227,684
Responsible
Agency
Estimated
Person Days
Budget
Funding
Source
Fiscal Year
MCOG 9 7,500 Local LTF 2021/ 22
Consultant 220 220,184 State LRSP Grant 2020/ 21
Total 229 227,684

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PROGRAM SUPPLEMENT NO. V52
to

ADMINISTERING AGENCY-STATE AGREEMENT
FOR STATE FUNoeo tPROJECTS NO 00059S
Adv Project ID Date: November 10, 2020
0120000086 Location: 01-MEN-0-UKI
Project Number: LRSPL-5049(028)
E.A. Number:

Locode: 5049
This Program Supplement, effective 11/6/20, hereby adopts and incorporates into the Administering Agency-State Agreement No. 00059S for Stale Funded Projects whtch was entered into between the ADMINISTERING AGENCY and the STATE with an eff�ctive dale of07/27/07 and is subject to all the terms and conditions thereof. This PROGRAM SUPPLEMENT is executed in accordance with Article I of the aforementioned Master Agreement under authority of Resolution No. approved by the ADMINISTERING AGENCY on (See copy attached).

The AOMINISTERINµ AGENCY further stipulates that as a condition to the payment by the State of any funds derived from sources noted belbw encumbered to this project, Administering Agency accepts and will comply with the Special Covenants and remarks set forth on the following pages.

PROJECT LOCATION: City of Ukiah
TYPE OF WORK: Local Roadway Safety Plan
Estimated Cost State Funds
STATE $72,000.00
$80,000.0(
By
'
LOCAL
$8,000.0(
Matching Funds
OTHER

STATE OF CALIFORNIA
Department of Transportation
By
$0.0 0
Date
Attest
Chief, Office of Project Implementation
Division of Local Assistance
Date------------
I hereby certify upon ·my personal knowledge that budgeted funds are available for this encumbrance:

Accounting .. ,...ffi ... 0c-e ... r__,,fµp....,_..;.._W __ &1 __()(LQ__ ___ _ $72.000.00 Program Supplement 00.059S•V52- SERIAL Page 1 of3
2020-68 Dec. 16, 2020
2/8/2021
ATTACHMENT 2

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01-MEN-0-UKI
LRSPL-5049(028)

SPECIAL COVENANTS OR REMARKS

1. All obligations of STATE under the terms of this Agreement are subject to the appropriation of resources by the Legislature and the encumbrance of funds under this Agreement. Funding and reimbursement are available only upon the passage of the State Budget Act containing these STATE funds.

2. Any State and Federal funds that may have been encumbered for this project are available for disbursement for limited periods of time. For each fund encumbrance the limited period is from the start of the fiscal year that the specific fund was appropriated within the State Budget Act to the applicable fund Reversion Date shown on the State approved project finance letter. Per Government Code Section 16304, all project funds not liquidated within these periods will revert unless an executed Cooperative Work Agreement extending these dates is requested by the ADMINISTERING AGENCY and approved by the California Department of Finance.

ADMINISTERING AGENCY should ensure that invoices are submitted to the District Local Assistance Engineer at least 75 days prior to the applicable fund Reversion Date to avoid the lapse of applicable funds. Pursuant to a directive from the State Controller's Office and the Department of Finance; in order for payment to be made, the last date the District Local Assistance Engineer can forward an invoice for payment to the Department's Local Programs Accounting Office for reimbursable work for funds that are going to revert at the end of a particular fiscal year is May 15th of the particular fiscal year. Notwithstanding the unliquidated sums of project specific State and Federal funding remaining and available to fund project work, any invoice for reimbursement involving applicable funds that is not received by the Department's Local Programs Accounting Office at least 45 days prior to the applicable fixed fund Reversion Date will not be paid.

These unexpended funds will be irrevocably reverted by the Department's Division of Accounting on the applicable fund Reversion Date.

3. ADMINISTERING AGENCY agrees to comply with the requirements in 2 CFR Part 200, Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards (applicable to Federal and State Funded Projects).

4. This PROJECT is funded with State-Only funding from the Local Roadway Safety Plan (LRSP) Program. ADMINISTERING AGENCY agrees to develop an LRSP under this PROJECT.

The ADMINISTERING AGENCY agrees to follow all relevant State laws and requirements including the California Environmental Quality Act (CEQA).

This PSA allows reimbursement of eligible PROJECT expenditures to the ADMINISTERING AGENCY for which the LRSP State funds are allocated. The effective State allocation date establishes the eligibility date for the ADMINISTERING AGENCY to start reimbursable work. Any work performed prior the effective allocation date is not eligible for reimbursement from the LRSP funds.

ADMINISTERING AGENCY agrees that LRSP funds available for reimbursement will be Program Supplement 00-059S-V52- SERIAL Page 2 of 3

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01-MEN-0-UKI
LRSPL-5049(028)

SPECIAL COVENANTS OR REMARKS
limited to the amount allocated and encumbered by the ST ATE consistent with the scope of work in the STATE approved application. Funds encumbered may not be used for a modified scope of work after a project is awarded unless approved by the Statewide LRSP Coordinator prior to performing work.

ADMINISTERING AGENCY agrees to the program delivery and reporting requirements.

The study and the LRSP must be completed within thirty-six (36) months of the funding allocation. The Final Report of Expenditure, the final invoice and the LRSP report must be submitted to the DLAE within six (6) months of the report completion.

Program Supplement 00-059S-V52- SERIAL Page 3 of3

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RESOLUTION NO. 2020-68

RESOLUTION OF THE CITY OF UKIAH AUTHORIZING CITY MANAGER TO APPLY FOR

AND EXECUTE ALL CALIFORNIA DEPARTMENT OF TRANSPORTATION FUNDS AND

ALL RELATED DOCUMENTS
WHEREAS, the City of Ukiah is eligible to receive Federal and/or State funding for certain Transportation Projects, through the California Department of Transportation; and WHEREAS, Master Agreements, Program Supplement Agreements, Fund Exchange Agreements and/or Fund Transfer Agreements need to be executed with the California Department of Transportation before such funds could be claimed; and WHEREAS, the City wishes to delegate authorization to execute these agreements and any amendments thereto the City Manager.

NOW, THEREFORE, BE IT RESOLVED, that the City Manager is hereby authorized to execute all Master Agreements, Program Supplement Agreements, Fund Exchange Agreements, Fund Transfer Agreements, and any amendments thereto with California Department of Transportation.

PASSED AND ADOPTED this 16th day of December, 2020, by the following roll call vote:

A YES: Council members Crane, Duenas, Mulheren, Brown, and Mayor Orozco NOES: None
ABSTAIN: None
ABSENT: None
ATTEST:

Kristine Lawler, City Clerk

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Agenda Item No: 7.h.

MEETING DATE/TIME: 3/2/2022
ITEM NO: 2022-1443

AGENDA SUMMARY REPORT
SUBJECT: Approve to Use Professional Service Contracts for the Grace Hudson Museum Roof Replacement Project on an As-Needed Basis, and Approve Amending the Budget as Needed to Cover the Expenses.

DEPARTMENT: Finance PREPARED BY: Mary Horger, Financial Services Manager PRESENTER: Mary Horger, Financial Services Manager
ATTACHMENTS:

1. Thomas Hise Contract

2. JES Engineering - Inspection for Grace Hudson Roof 2021-226

3. OTMK Law - Engagement Letter
Summary: Council will consider approving the use of the existing professional service contracts for the Museum Roof Replacement Project on an as-needed basis.

Background: On September 3, 2020, Council awarded a contract for the replacement of the Grace Hudson Museum Roof. Due to quality and performance issues, the City issued a Notice of Termination to the contractor on October 1, 2021. The City is pursuing remedies to address the quality/performance issues and the contractor has since filed a lawsuit against the City in response.

Discussion: At the onset of this project, an agreement was entered into with Thomas Hise, Architect (Attachment 1) to do both architectural and project management services.

In June of 2021, the City entered into an agreement with David Jankovsky (Attachment 2) to provide on-site inspection of the then on-going installation of the roof. This consultant has since expanded his scope to provide expert inspection and reporting of the roof's current condition in support of the City's position in this case.

Since the filing of the lawsuit, the City has additionally entered an agreement with OTMK Law (Attachment 3) to assist the City with the case.

Below is a summary of the contract actuals to date:

Contract # Consultant Amount
1819-215 Thomas Hise, Architect $59,104
2021-226 David Jankovsky, Engineer $28,160
2122-173 OTMK Law $3,120
The City will continue to need the services of these consultants. How much of their time that will be needed is uncertain as we work to respond to the lawsuit and pursue remedies. Therefore, Staff is requesting the Council's approval to continue utilizing these contracts on a time and materials, as needed basis. Additionally, Staff is requesting approval to amend the budget as necessary to also accommodate the services. The budget amendment listed below is required to cover the expenses to date.

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Recommended Action: Approve to use the contracts listed with Thomas Hise, Architect, David Jankovsky, Engineer, and OTMK Law, and perform corresponding budget amendments on an as needed basis.

BUDGET AMENDMENT REQUIRED: Yes.

CURRENT BUDGET AMOUNT: 20822500.80220.18021: $0
PROPOSED BUDGET AMOUNT: 20822500.80220.18021: $36,208.23 FINANCING SOURCE: Series 2020A Lease Revenue Bonds
PREVIOUS CONTRACT/PURCHASE ORDER NO.: Contract Nos: 1819215, 2021226, 2122173 COORDINATED WITH: David Rapport, City Attorney

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ATTACHMENT 1

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ATTACHMENT 2

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CITY OF UKIAH
AMENDMENT 2 – CONTRACT #1819215
TO

PROFESSIONAL SERVICES AGREEMENT

BETWEEN
THOMAS HISE and THE CITY OF UKIAH
This Amendment No. 2, entered on October 8, 2020, revises the Agreement for Professional services dated May 14, 2019, between the City of Ukiah and Thomas Hise for professional consulting services relating to the repair of the Glu-Lam Beam at the Grace Hudson Museum contract.

This Amendment No. 2 adds to the Scope of Work, as well as an additional $12,310, as per Exhibit 1 and 2. This results in a revised, not-to-exceed contract amount of $28,744.

Except as expressly amended by this Agreement, all other terms and conditions of the agreement remain unchanged and in full force and effect.

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

CONSULTANT
BY: DATE:

THOMAS HISE

CITY OF UKIAH
BY: DATE:

SAGE SANGIACOMO, CITY MANAGER
ATTEST
BY: DATE:

KRISTINE LAWLER, CITY CLERK

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T H O M A S H I S E

A R C H I T E C T / B U I L D E R
DATE: September 1, 2020
CLIENT: City of Ukiah
411 West Clay Street
Ukiah, CA 95482
Attn: Mary Horger / Purchasing Manager
SUBJECT: Architect's Progress Payment Request
PROJECT: Grace Hudson Museum / Re-Roof (time & reimbursables) Previous Balance:

Payments on Account: $ -
Balance Forwarded: $ -
Original Contract: $ -
Balance of Contract: $ -
Item Service Description Time Rate Cost
1 Ower / Client Meetings

1.1 7/14/20 Job Walk 1 hrs @ $ 97.50 $ 97.50

1.2 8/19/20 Pre-Bid Meeting 1.5 hrs @ $ 97.50 $ 146.25
2 Construction Documents

2.1 Plans & Specifications 92 hrs @ $ 97.50 $ 8,970.00
3 Bidding

3.1 Coordination 3 hrs @ $ 97.50 $ 292.50

3.2 Bid Opening 1 hrs @ $ 97.50 $ 97.50
Sub-Total: $ 9,603.75
4 Reimbursable Expenses

4.1 Printing $ 106.25
$ 106.25
Balance Forwarded: $ -
Current Amount Due: $ 9,710.00
Sub-Total: $ 9,710.00
CA License Numbers: C14042 & B369767
707 / 744-1921 580 Vichy Hills Drive Ukiah, CA 95482 [email protected] EXHIBIT 1

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T H O M A S H I S E

A R C H I T E C T / B U I L D E R
DATE: September 30, 2020
CLIENT: City of Ukiah
411 West Clay Street
Ukiah, CA 95482
Attn: Mary Horger / Purchasing Manager
SUBJECT: Architect's Service Proposal for
Construction Observation & Coordination
PROJECT: Grace Hudson Museum / Re-Roof
Item Service Description Time Rate Cost
1 Construction Observation

1.1 City & Contractor Coordination 2 hrs @ $ 97.50 $ 195.00

1.2 Pre-Construction Meeting & Preparation 2 hrs @ $ 97.50 $ 195.00

1.3 Contractor Submittal Review & Response 4 hrs @ $ 97.50 $ 390.00

1.4 Construction Observation Meetings 8 hrs @ $ 97.50 $ 780.00

1.5 Project Close-Out 4 hrs @ $ 97.50 $ 390.00
Sub-Total: $ 1,950.00
2 Reimbursable Expenses

2.1 Printing $ -
Sub-Total: $ -
Sub-Total: $ 1,950.00
3 Architect's Fixed Price Contingency Architect's Contingency @ 25% $ 650.00 Total Fixed Price Not to Exceed: $ 2,600.00
CA License Numbers: C14042 & B369767
707 / 744-1921 580 Vichy Hills Drive Ukiah, CA 95482 [email protected] EXHIBIT 2

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COU No. 1819-215-A3

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CITY OF UKIAH
AMENDMENT 5 – CONTRACT #1819215
TO

PROFESSIONAL SERVICES AGREEMENT

BETWEEN
THOMAS HISE and THE CITY OF UKIAH
This Amendment No. 5, entered on _________, 2021, revises the Agreement for Professional services dated May 14, 2019, between the City of Ukiah and Thomas Hise for professional consulting services relating to the repair of the Glu-Lam Beam at the Grace Hudson Museum contract.

This Amendment No. 5 adds an additional $14,163 to the contract. This results in a revised contract amount of $55,177.85.

Except as expressly amended by this Agreement, all other terms and conditions of the agreement remain unchanged and in full force and effect.

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

CONSULTANT
BY: DATE:

THOMAS HISE

CITY OF UKIAH
BY: DATE:

SAGE SANGIACOMO, CITY MANAGER
ATTEST
BY: DATE:

KRISTINE LAWLER, CITY CLERK

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COU No. 2021-226
1 AGREEMENT FOR

PROFESSIONAL CONSULTING SERVICES
This Agreement, made and entered into this 23rd day of June, 2021 (“Effective Date”), by and between CITY OF UKIAH, CALIFORNIA, hereinafter referred to as "City" and Jankovsky Engineering Services, a sole proprietor, hereinafter referred to as "Consultant".

RECITALS
This Agreement is predicated on the following facts:
a. City requires inspection services related to the Grace Hudson Museum Roof Project for the City of Ukiah.
b. Consultant represents that it has the qualifications, skills, experience and is properly licensed to provide these services, and is willing to provide them according to the terms of this Agreement.
c. City and Consultant agree upon the Scope-of-Work and Work Schedule attached hereto as Attachment "A", describing contract provisions for the project and setting forth the completion dates for the various services to be provided pursuant to this Agreement.

TERMS OF AGREEMENT

1.0 DESCRIPTION OF PROJECT

1.1 The Project is described in detail in the attached Scope-of-Work (Attachment "A").

2.0 SCOPE OF SERVICES

2.1 As set forth in Attachment "A".

2.2. Additional Services. Additional services, if any, shall only proceed upon written agreement between City and Consultant. The written Agreement shall be in the form of an Amendment to this Agreement.

3.0 CONDUCT OF WORK

3.1 Time of Completion. Consultant shall commence performance of services as required by the Scope-of-Work upon receipt of a Notice to Proceed from City. Consultant shall complete the work to the City's reasonable satisfaction, even if contract disputes arise or Consultant contends it is entitled to further compensation.

4.0 COMPENSATION FOR SERVICES

4.1 Basis for Compensation. For the performance of the professional services of this Agreement, Consultant shall be compensated at an hourly rate of $160.00/hour which would include travel time between Ukiah and Consultant’s office in Cloverdale, not to exceed a maximum dollar amount of $10,000., including reimbursable expenses, without the prior written approval of the City. Reimbursable expenses are limited to overnight delivery by a courier service, such as UPS or Federal Express, and non-routine copying costs, such as for oversized documents.

ATTACHMENT 2

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COU No. 2021-226
2 4.2 Changes. Should changes in compensation be required because of changes to the Scope-of-Work of this Agreement, the parties shall agree in writing to any changes in compensation. "Changes to the Scope-of-Work" means different activities than those described in Attachment "A" and not additional time to complete those activities than the parties anticipated on the date they entered this Agreement.

4.3 Sub-contractor Payment. The use of sub-consultants or other services to perform a portion of the work of this Agreement shall be approved by City prior to commencement of work. The cost of sub-consultants shall be included within the amount set forth in Section 4.1.

4.4 Terms of Payment. Payment to Consultant for services rendered in accordance with this contract shall be based upon submission of monthly invoices for the work satisfactorily performed prior to the date of the invoice less any amount already paid to Consultant, which amounts shall be due and payable thirty (30) days after receipt by City. The invoices shall provide a description of each item of work performed, the time expended to perform each task, the fees charged for that task, and the direct expenses incurred and billed for.

Invoices shall be accompanied by documentation sufficient to enable City to determine progress made and to support the expenses claimed.

5.0 ASSURANCES OF CONSULTANT

5.1 Independent Contractor. Consultant is an independent contractor and is solely responsible for its acts or omissions. Consultant (including its agents, servants, and employees) is not the City's agent, employee, or representative for any purpose.

It is the express intention of the parties hereto that Consultant is an independent contractor and not an employee, joint venturer, or partner of City for any purpose whatsoever. City shall have no right to, and shall not control the manner or prescribe the method of accomplishing those services contracted to and performed by Consultant under this Agreement, and the general public and all governmental agencies regulating such activity shall be so informed.

Those provisions of this Agreement that reserve ultimate authority in City have been inserted solely to achieve compliance with federal and state laws, rules, regulations, and interpretations thereof. No such provisions and no other provisions of this Agreement shall be interpreted or construed as creating or establishing the relationship of employer and employee between Consultant and City.

Consultant shall pay all estimated and actual federal and state income and selfemployment taxes that are due the state and federal government and shall furnish and pay worker's compensation insurance, unemployment insurance and any other benefits required by law for himself and his employees, if any. Consultant agrees to indemnify and hold City and its officers, agents and employees harmless from and against any claims or demands by federal, state or local government agencies for any such taxes or benefits due but not paid by Consultant, including the legal costs associated with defending against any audit, claim, demand or law suit.

Consultant warrants and represents that it is a properly licensed professional or professional organization with a substantial investment in its business and that it maintains its own offices and staff which it will use in performing under this Agreement.

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COU No. 2021-226
3 5.2 Conflict of Interest. Consultant understands that its professional responsibility is solely to City. Consultant has no interest and will not acquire any direct or indirect interest that would conflict with its performance of the Agreement. Consultant shall not in the performance of this Agreement employ a person having such an interest. If the City Manager determines that the Consultant has a disclosure obligation under the City’s local conflict of interest code, the Consultant shall file the required disclosure form with the City Clerk within 10 days of being notified of the City Manager’s determination.

6.0 INDEMNIFICATION

6.1 Insurance Liability. Without limiting Consultant's obligations arising under Paragraph 6.2 Consultant shall not begin work under this Agreement until it procures and maintains for the full period of time allowed by law, surviving the termination of this Agreement insurance against claims for injuries to persons or damages to property, which may arise from or in connection with its performance under this Agreement.

A. Minimum Scope of Insurance
Coverage shall be at least as broad as:

1. Insurance Services Office ("ISO) Commercial General Liability Coverage Form No. CG 20 10 10 01 and Commercial General Liability Coverage – Completed Operations Form No. CG 20 37 10 01.

2. ISO Form No. CA 0001 (Ed. 1/87) covering Automobile Liability, Code 1 "any auto" or Code 8, 9 if no owned autos and endorsement CA 0025.

3. Worker's Compensation Insurance as required by the Labor Code of the State of California and Employers Liability Insurance.

4. Errors and Omissions liability insurance appropriate to the consultant’s profession. Architects’ and engineers’ coverage is to be endorsed to include contractual liability.

B. Minimum Limits of Insurance
Consultant shall maintain limits no less than:

1. General Liability: $1,000,000 combined single limit per occurrence for bodily injury, personal injury and property damage including operations, products and completed operations. If Commercial General Liability Insurance or other form with a general aggregate limit is used, the general aggregate limit shall apply separately to the work performed under this Agreement, or the aggregate limit shall be twice the prescribed per occurrence limit.

2. Automobile Liability: $1,000,000 combined single limit per accident for bodily injury and property damage.

3. Worker's Compensation and Employers Liability: Worker's compensation limits as required by the Labor Code of the State of California and Employers Liability limits of $1,000,000 per accident.

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COU No. 2021-226
4 .

C. Deductibles and Self-Insured Retentions
Any deductibles or self-insured retentions must be declared to and approved by the City. At the option of the City, either the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects to the City, its officers, officials, employees and volunteers; or the Consultant shall procure a bond guaranteeing payment of losses and related investigations, claim administration and defense expenses.

D. Other Insurance Provisions
The policies are to contain, or be endorsed to contain, the following provisions:

1. General Liability and Automobile Liability Coverages a. The City, it officers, officials, employees and volunteers are to be covered as additional insureds as respects; liability arising out of activities performed by or on behalf of the Consultant, products and completed operations of the Consultant, premises owned, occupied or used by the Consultant, or automobiles owned, hired or borrowed by the Consultant for the full period of time allowed by law, surviving the termination of this Agreement. The coverage shall contain no special limitations on the scope-of-protection afforded to the City, its officers, officials, employees or volunteers.
b. The Consultant's insurance coverage shall be primary insurance as respects to the City, its officers, officials, employees and volunteers.

Any insurance or self-insurance maintained by the City, its officers, officials, employees or volunteers shall be in excess of the Consultant's insurance and shall not contribute with it. c. Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the City, its officers, officials, employees or volunteers.
d. The Consultant's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability.

If written on a claims-made basis, the retroactivity date shall be the effective date of this Agreement. The policy period shall extend one year from project completion.

2. All Coverages
Each Insurance policy required by this clause shall be endorsed to state that coverage shall not be suspended, voided, canceled by either party, reduced in coverage or in limits except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City.

E. Acceptability of Insurers

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COU No. 2021-226
5 Insurance is to be placed with admitted California insurers with an A.M. Best's rating of no less than A- for financial strength, AA for long-term credit rating and AMB-1 for short-term credit rating.

F. Verification of Coverage
Consultant shall furnish the City with Certificates of Insurance and with original Endorsements effecting coverage required by this Agreement. The Certificates and Endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. The Certificates and Endorsements are to be on forms provided or approved by the City. Where by statute, the City's Workers' Compensation - related forms cannot be used, equivalent forms approved by the Insurance Commissioner are to be substituted.

All Certificates and Endorsements are to be received and approved by the City before Consultant begins the work of this Agreement. The City reserves the right to require complete, certified copies of all required insurance policies, at any time.

If Consultant fails to provide the coverages required herein, the City shall have the right, but not the obligation, to purchase any or all of them. In that event, the cost of insurance becomes part of the compensation due the contractor after notice to Consultant that City has paid the premium.

G. Subcontractors
Consultant shall include all subcontractors or sub-consultants as insured under its policies or shall furnish separate certificates and endorsements for each subcontractor or sub-consultant. All coverage for sub-contractors or sub-consultants shall be subject to all insurance requirements set forth in this Paragraph 6.1.

6.2 Indemnification. Notwithstanding the foregoing insurance requirements, and in addition thereto, Consultant agrees, for the full period of time allowed by law, surviving the termination of this Agreement, to indemnify the City for any claim, cost or liability that arises out of, or pertains to, or relates to any negligent act or omission or the willful misconduct of Consultant in the performance of services under this contract by Consultant, but this indemnity does not apply to liability for damages for death or bodily injury to persons, injury to property, or other loss, arising from the sole negligence, willful misconduct or defects in design by the City, or arising from the active negligence of the City.
“Indemnify,” as used herein includes the expenses of defending against a claim and the payment of any settlement or judgment arising out of the claim. Defense costs include all costs associated with defending the claim, including, but not limited to, the fees of attorneys, investigators, consultants, experts and expert witnesses, and litigation expenses.

References in this paragraph to City or Consultant, include their officers, employees, agents, and subcontractors.

7.0 CONTRACT PROVISIONS

7.1 Ownership of Work. All documents furnished to Consultant by City and all documents or reports and supportive data prepared by Consultant under this Agreement are owned and become the property of the City upon their creation and shall be given to City immediately

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COU No. 2021-226
6 upon demand and at the completion of Consultant's services at no additional cost to City.

Deliverables are identified in the Scope-of-Work, Attachment "A". All documents produced by Consultant shall be furnished to City in digital format and hardcopy. Consultant shall produce the digital format, using software and media approved by City.

7.2 Governing Law. Consultant shall comply with the laws and regulations of the United States, the State of California, and all local governments having jurisdiction over this Agreement. The interpretation and enforcement of this Agreement shall be governed by California law and any action arising under or in connection with this Agreement must be filed in a Court of competent jurisdiction in Mendocino County.

7.3 Entire Agreement. This Agreement plus its Attachment(s) and executed Amendments set forth the entire understanding between the parties.

7.4 Severability. If any term of this Agreement is held invalid by a court of competent jurisdiction, the remainder of this Agreement shall remain in effect.

7.5 Modification. No modification of this Agreement is valid unless made with the agreement of both parties in writing.

7.6 Assignment. Consultant's services are considered unique and personal. Consultant shall not assign, transfer, or sub-contract its interest or obligation under all or any portion of this Agreement without City's prior written consent.

7.7 Waiver. No waiver of a breach of any covenant, term, or condition of this Agreement shall be a waiver of any other or subsequent breach of the same or any other covenant, term or condition or a waiver of the covenant, term or condition itself.

7.8 Termination. This Agreement may only be terminated by either party: 1) for breach of the Agreement; 2) because funds are no longer available to pay Consultant for services provided under this Agreement; or 3) City has abandoned and does not wish to complete the project for which Consultant was retained. A party shall notify the other party of any alleged breach of the Agreement and of the action required to cure the breach. If the breaching party fails to cure the breach within the time specified in the notice, the contract shall be terminated as of that time. If terminated for lack of funds or abandonment of the project, the contract shall terminate on the date notice of termination is given to Consultant.

City shall pay the Consultant only for services performed and expenses incurred as of the effective termination date. In such event, as a condition to payment, Consultant shall provide to City all finished or unfinished documents, data, studies, surveys, drawings, maps, models, photographs and reports prepared by the Consultant under this Agreement. Consultant shall be entitled to receive just and equitable compensation for any work satisfactorily completed hereunder, subject to off-set for any direct or consequential damages City may incur as a result of Consultant's breach of contract.

7.9 Execution of Agreement. This Agreement may be executed in duplicate originals, each bearing the original signature of the parties. Alternatively, this Agreement may be executed and delivered by facsimile or other electronic transmission, and in more than one counterpart, each of which shall be deemed an original, and all of which together shall constitute one and the same instrument. When executed using either alternative, the executed agreement shall be deemed an original admissible as evidence in any administrative or judicial proceeding to prove the terms and content of this Agreement.

8.0 NOTICES

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COU No. 2021-226
7 Any notice given under this Agreement shall be in writing and deemed given when personally delivered, including by overnight courier or email or deposited in the mail (certified or registered) addressed to the parties as follows:

CITY OF UKIAH JANKOVSKY ENGINEERING SERVICES
City Manager DAVE JANKOVSKY
300 SEMINARY AVENUE 1265 WILSON ROAD
UKIAH, CA 95482-5400 CLOVERDALE, CA 95425
Email: [email protected] Email: [email protected] cc: [email protected]

9.0 SIGNATURES
IN WITNESS WHEREOF, the parties have executed this Agreement the Effective Date:

WATER SYSTEMS OPTIMZATION, INC.

BY: __________________________ ____________________

DAVE JANKOVSKY
OWNER Date
__________________
IRS IDN Number

CITY OF UKIAH
BY: ____________________

SAGE SANGIACOMO
CITY MANAGER Date
ATTEST
____________________

KRISTINE LAWLER
CITY CLERK Date
Aug 25, 2021
Kristine Lawler (Aug 25, 2021 08:32 PDT)
Kristine Lawler
Aug 25, 2021 Page 246 of 691
COU No. 2021226
8 EXHIBIT A

SCOPE OF WORK
Consultant will provide on-site inspection of the on-going installation of a new metal roof for the Grace Hudson Carpenter Museum (“the Project”) by Roofing & Solar Construction Inc. (“RSC”) pursuant to Contract # 2021-118. RSC was authorized to proceed with the Project on October 16, 2020. The Project is many months past the original contract completion date. The original roof has been removed and installation of a new metal roof manufactured by the Garland Company, Inc. (“Garland”) is under construction. The work remaining to be completed in accordance with the Plans and Specifications, including the Garland’s construction manual (“Project Plans”) is contained in the attached Master Final Punch list, which includes reports by the Architect, the Building Official and Garland.

Consultant will review the Master Final Punchlist and the Project Plans and conduct on-site inspection on a daily basis, when RSC is present at the job site and performing work. Consultant will inspect areas where RSC removes existing work to remedy its failure to perform that work in accordance with the Project Plans and an acceptable standard of workmanship (“Acceptable Standards”) and before the area is covered.

Consultant will maintain a daily log reporting the number of RSC workers onsite, including the Project supervisor, Cary Fabiani, materials delivered, equipment onsite, the status of the work and any other matters requested by Tom Hise (“Architect”) or that Consultant considers useful in evaluating the work and RSC’s performance. If Consultant determines that any uncovered work does not satisfy the Project Plans and/or Acceptable Standards or if in Consultant’s expert opinion ongoing work is not being performed in compliance with Project Plans and/or to Acceptable Standards, he shall immediately so inform Mr. Fabiani and notify the Architect by phone, text or email.

Consultant shall have no authority to direct RSC, but if Tom Hise fails to respond immediately or Mr.

Fabiani fails to correct the non-conforming work, Consultant shall have the authority to order RSC to stop the work not being performed in accordance with Project Plans and/or to Acceptable Standards, until further direction from the Architect.

Consultant shall use his professional judgment as to the number of hours on any given day he remains on the job site taking into consideration the status of the work.

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CA License Numbers: C14042 & B369767
707 / 744-1921 580 Vichy Hills Drive Ukiah, CA 95482 [email protected]

T H O M A S H I S E A I A

A R C H I T E C T / B U I L D E R
DATE: June 21, 2021
PROJECT: Grace Hudson Museum Re-Roof
SUBJECT: Revised Master Punch-List (revised: 6/21/21)
COPY: Mary Horger / Financial Services Manager
411 West Clay Street
Ukiah CA 95482
David J. Rapport / City Attorney of Ukiah
405 West Perkins Street
Ukiah, CA 95482
The Master Punch List is revised herein as a single combined list, including the most recent updates by:
(1) Steven Oropeza City of Ukiah Building Inspector & Code Compliance Officer (2) Vince Harper Garland Company North Bay Representative (3) David Burton Grace Hudson Museum Director
(4) Hise Architects / Thomas Hise Architect of Record and City of Ukiah Project manager (5) Note 1: The Contractor shall refer to the Original Master Punch List photos as reference for corrections listed herein.

REVISED MASTE PUNCH LIST (dated 6/21/21)
Item Comment
(1) Rake Trim: The Contractor shall remove and replace all gable-end "rake trim" metal, and replace with new "shop formed and fabricated" Garland (22 ga) sheet metal to match roofing, installed over Garland approved waterproofing membrane. Re-install per Garland approved Shop Drawings and Installation Manuel. Base deck and waterproofing shall be inspected and approved (in writing) by a Garland representative and an Owner designated Inspector, prior to installing new "side rake hold-down cleats" and rake trim metal. The addition of wood or foam backing is required to fully supported rake trim, as noted on the Architect's Construction Drawings / Sheet A1 / Detail 3 (dated: 7/27/20). Face rivets are not acceptable per Garland Specifications. Special attention must be paid to rake trim closure at rake beam and rain gutter interface.

Mock-Up: The Contractor shall install a full section of rake trim waterproofing and rake trim metal on the buildings North rake. Base deck and waterproofing shall be inspected and approved (in writing) by a Garland representative and an Owner designated Inspector, prior to installing new rake trim metal elsewhere.
(2) Ridge Trim: The ridge cap shall be re-installed free of deflection, fully sealed and installed per Garland Shop Drawings and Installation Manual. Ridge trim should be straight. The Contractor shall remove and replace damaged ridge trim as needed, and remove and shim hat channels as needed, and re-install rake trim. Ridge trim shall lap the rake trim, patches or sheet metal band aids will not be allowed.
(3) Skylight Trim: The Contractor shall remove and replace all skylight metal trim, and replace with new "shop formed and fabricated" Garland (22 ga) sheet metal to match roofing, installed over

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CA License Numbers: C14042 & B369767
707 / 744-1921 580 Vichy Hills Drive Ukiah, CA 95482 [email protected] Garland approved waterproofing membrane. Re-install vertical flashing and head closure trim metal transition per Garland approved Shop Drawings and Installation Manual. Care should be taken to install metal trim true and straight, conforming to the underlying skylight structure. Base deck and waterproofing shall be inspected and approved (in writing) by a Garland representative and an Owner designated Inspector, prior to installing new trim metal. (4) Valley Metal Pan: The Contractor shall remove and remove the "valley metal pan" as installed, and re-install per Garland Shop Drawings and Installation Manual. Care shall be taken to allow valley to channeled water to flow directly into rain gutter system. The "valley metal pan" shall be independent of and not attached to the rain gutter and rain gutter backing plate. (5) Rain Gutter and Leader System: The Contractor shall adjust, or remove and re-install all "rain gutter" as needed to conform to Garland Shop Drawings and Installation Manual, especially regarding expansion joints, rivet attachment, joint sealant, water tightness of connections, and slope to drain. Rain leader attachment strapping shall be replaced to comply with Garland Shop Drawings and Installation manual, in both size, fabrication, and distance between supports. (6) Rain Leader to Subterranean Drain System: The Contractor shall reinstall all "rain leaders" with an appropriate plastic or metal "rectangle to round" transition fitting, taking care that water does not leak, and conforming to acceptable industry standards for workmanship and visual appearance. (7) Roof Protective Plastic Coating: The Contractor shall remove all remaining "protective plastic coating" from the original installation, and dispose of and remove from the site with any remaining or newly generated trash or debris.
(8) Rain Water Catchment System Re-Attachment: The Contractor shall remove each full length of rain gutter where rain catchment system has been re-installed, and install new gutter and "rain leader to gutter transition" with metal transition sleeve per Garland Shop Drawings and Installation Manual and the appropriate rubber transition boot per the original pre-roofing condition. The transition diameter shall be (3") and connect to the rain catchment system piping with a (3" to 4") rubber boot and stainless steel hose clamps sized or fit for a tidy visual appearance. The Contractor shall take care to re-install piping with a minimum slope of (1/8") per foot slope to the existing catchment storage tank. The Contractor shall direct workmen to enter the catchment storage tank, and push out the large dent left by previous workmen standing there during installation activity.
(9) Rain Water Catchment Piping Supports: The Contractor shall remove all piping supports, and reinstall into a new drilled hole (1/8) smaller than the bolt diameter, and a minimum of (1 1/2") clear of the end of the rafter tail plumb cut. Care shall be taken to reinstall piping hanger devices plumb and true, the Architect's Specifications Division 6 / 06100-Misc Carpentry. (10) Beam End Caps: The Contractor shall remove all "beam end caps" from the previous nonconforming installation, and replace with new shop formed and fabricated (22 ga) sheet metal stock, conforming to the Architect's Construction Drawings and Specifications, and incorporating the simplified drawing (dated: 5/3/21), and attached herein.

Mock-Up: The Contractor shall install one (1) mock-up of the beam end caps and related waterproofing, on the buildings North rake. Waterproofing shall be inspected and approved (in writing) by a Garland representative and an Owner designated Inspector, prior to installing the beam end mock-up prior to the beam end cap. The entire mock-up shall be approved (by same in writing) prior to fabrication and installation elsewhere.

Beam End Cap Painting: Beam end cap painting is not in the contract work, and will be coordinated with the Architect for painting provided by the City . The City requires (3) days notice of completion of beam cap fabrication, and will require (3) days to complete painting and delivery to the Contractor for installation.

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CA License Numbers: C14042 & B369767
707 / 744-1921 580 Vichy Hills Drive Ukiah, CA 95482 [email protected] Note 2: The Contractor can also choose to use (22 ga) sheet metal provided by Garland and matching the roofing material, for fabrication of beam caps, and compensated by the City for materials and normal mark-up.

Note 3: This option requires the Contractor to notify the Architect of making this choice, and shall not proceed with this option until receiving direction (in writing) from the Architect or by the City.

The Contractor's request will be expedited, and could have a significant impact on the completion timeline. This option is expected to eliminate the (6) days of painting and coordination.

Note 4: It is very possible that upon opening these areas listed herein, and further access by others joining the City Team, additional items may need to be added to this list. However, it is intended that this is the Final (revised) Master Punch List.

Note 5: This list may also change once circulated and reviewed by others listed above as having responsibility for inspecting the work in place. This review will be complete within (3) days from the date noted above (6/21/21) ending (6/24/21).

In Summary: The Contractor shall carefully review this revised Master Punch List, and review the photos from the original Master Punch List (dated: 4/26/21). The Contractor shall notify the Architect if there are any questions, or item that appears to be unclear or not fully understandable.

Sincerely, Thomas Hise Architect

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JES Engineering - Inspection for Grace Hudson
Roof 2021-226
Final Audit Report 2021-08-25
Created: 2021-08-25
By: Kristine Lawler ([email protected])
Status: Signed
Transaction ID: CBJCHBCAABAARJlolp_9RH1_o5vdVnVn_M_zNqBbi95P "JES Engineering - Inspection for Grace Hudson Roof 2021-226" History
Document created by Kristine Lawler ([email protected]) 2021-08-25 - 2:49:08 PM GMT- IP address: 12.12.163.2
Document emailed to Sage Sangiacomo ([email protected]) for signature 2021-08-25 - 2:49:53 PM GMT
Email viewed by Sage Sangiacomo ([email protected]) 2021-08-25 - 3:22:40 PM GMT- IP address: 12.12.163.2
Document e-signed by Sage Sangiacomo ([email protected]) Signature Date: 2021-08-25 - 3:23:10 PM GMT - Time Source: server- IP address: 12.12.163.2 Document emailed to Kristine Lawler ([email protected]) for signature 2021-08-25 - 3:23:12 PM GMT
Email viewed by Kristine Lawler ([email protected]) 2021-08-25 - 3:32:39 PM GMT- IP address: 66.249.84.95
Document e-signed by Kristine Lawler ([email protected]) Signature Date: 2021-08-25 - 3:32:50 PM GMT - Time Source: server- IP address: 12.12.163.2 Agreement completed.
2021-08-25 - 3:32:50 PM GMT

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00205636.1
December 21, 2021
VIA EMAIL ([email protected])
City of Ukiah
Attn: David J. Rapport, City Attorney
405 West Perkins Street
Ukiah, CA 95482
RE: Terms of Legal Representation
Dear Mr. Rapport:

Thank you for retaining O’Connor Thompson McDonough Klotsche LLP to assist the City of Ukiah with construction law advice and counseling. Our engagement will primarily involve representation of the City with respect to disputes arising out of and related to the Grace Hudson Museum roof replacement project.

My billing rate will be $390.00 per hour. If I have the help of other attorneys or paralegals in our firm, their standard billing rates will be included in the billing statement we send to you each month.

Attached to this letter are the Standard Terms and Agreement of our representation. The Standard Terms and Agreement, along with the terms set forth in this letter, constitute the entire agreement for our representation.

Please sign this letter where indicated and return via email. Please keep this letter and Standard Terms and Agreement for your records.

Sincerely,
Erin K. McDonough
EKM/sg
Enclosures
ERIN K. MCDONOUGH
Attorney at Law
2500 Venture Oaks Way, Suite 320
Sacramento, CA 95833
(o) 916-993-4540
(d) 916-993-4547
[email protected]
COU 2122-173 ATTACHMENT 3

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City of Ukiah

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00205636.1
The undersigned herby approves the foregoing agreement for legal services, comprised of this letter and the accompanying Standard Terms and Agreement.

City of Ukiah
By:

Title:

Date:

City Manager 12/23/2021

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City of Ukiah

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00205636.1
OTMK Standard Terms & Agreement
This statement of standard terms, along with the terms stated in the accompanying letter, constitutes the Agreement for Legal Services ("Agreement") between you and O’Connor Thompson McDonough Klotsche LLP (“OTMK”).

1. Effective Date
The Agreement is effective the date we first performed services on your behalf. If we have performed legal services at your request while waiting for you to sign and return this Agreement, you will still be required to pay for those services even if you decide not to sign and return this Agreement.

2. Fees for Legal Services
Our fees for legal services are based on the total amount of time expended on all work necessary to your representation multiplied by the hourly rate then in effect for the person performing the work. We charge for our time in minimum units of 0.1 hours. The applicable hourly rates for attorneys, paralegals, and other personnel are reflected in the accompanying letter or on the billing statement. These rates are reviewed and adjusted periodically. On occasion, we may utilize contract employees to assist in providing legal or paralegal services, working under our direct supervision. In such cases, you will be billed at an hourly rate commensurate with the level of skill and experience of the particular contract employee. If OTMK revises its rates while this Agreement is in effect, the revised rates will be applied to the services rendered thereafter, and the applicable rates will be reflected in each subsequent bill that you receive. From time to time, those assigned to work on your matter may need to confer among themselves concerning your representation. When that occurs, each person will charge for the time expended in conference. It may on occasion be necessary or advisable for more than one person to attend a meeting, court hearing or other proceeding and each will charge for the time that is spent in making those appearances. We also will charge for waiting time in court and elsewhere and for all travel time both out of town and locally.

Time spent on the telephone discussing your matter, including telephone calls with you, also will be billed, as will conferences with others such as investigators, consultants, and experts.

3. Advance Against Fees
Before undertaking representation, our standard practice is to request the payment of an advance against fees, and we normally request payment of additional advances from time to time thereafter. The initial deposit as well as any future deposits will be held in our client trust account.

Any fee deposits remaining at the conclusion of this representation after payments of all fees and costs will be returned to you.

We may withdraw unpaid fees and costs from the trust account in the event you fail to pay as agreed. Failure to pay as agreed will be cause for OTMK to withdraw from your representation.

4. Costs
OTMK will incur on your behalf various costs and expenses in performing legal services under this Agreement.

Costs specific to your matter such as investigation and filing fees, process server fees, reasonable costs of travel, out-of-town lodging and meals, courier and express delivery and mail services, deposition and court reporter

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City of Ukiah

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00205636.1
fees, computerized legal research, major photocopying, conference calls, and staff overtime, as needed, are itemized and will appear on your monthly statement as separate items.

All costs and expenses are billed at our cost. Larger invoices for outside services generally will be sent directly to you for payment. You agree to pay the costs itemized on your statements in addition to the hourly fees.

5. Fee Estimates
From time to time, OTMK may be asked to provide estimates of anticipated fees. Although we will make every effort to do so in a manner appropriate to the circumstances, these estimates are subject to uncertainties beyond our control. No such estimate should not be viewed as a maximum or minimum fee quotation unless it is expressly identified as such in writing.

6. Preservation of Electronic Discovery
If our representation includes a litigation matter, it is likely that electronic discovery will be involved. Under California and federal law, the obligation to provide discovery of electronic information carries with it the obligation to preserve such information. Failure to preserve all electronic and paper information that is later determined to be of potential importance to pending or threatened litigation can result in a range of sanctions, including in extreme cases the sanction of an adverse judgment. This evidence may also turn out to be critical to your ability to prove facts that support your position in the case or disprove facts that the opposing party offers. Many electronic document storage systems contain programs that automatically overwrite or delete data. It is therefore important that you take appropriate steps to ensure that all information and electronic data that may be relevant is not lost, deleted, or destroyed. As such, we recommend that normal document management policies or automatic purging of electronic records be suspended as to the matters at issue in any pending or threatened litigation until the matter is concluded.

7. Conflicts Review
We have checked for potential conflicts of interest that might have prevented us from providing representation in this matter. Based on the information provided by you, as well as the information available in our files, we are not aware of any conflicts of interest at this time, unless otherwise stated in the letter accompanying these standard terms. If you later learn of any additional parties with an interest in this matter, you should notify us immediately so that we can be certain that they create no problem with this representation. We will conduct a similar search with respect to each new matter you may refer to the firm.

8. Non-Representation of Subsidiaries
OTMK’s engagement is with the person or entity to whom this letter is addressed. Unless otherwise agreed to in writing, we do not represent your parent, subsidiary, affiliate, directors, officers, or any other related entity as a client. We do not regard a representation adverse to a parent, subsidiary, affiliate, director, officer, or other related entity as being adverse to you.

9. Billing Statements
We will send you statements on a regular basis for fees and costs incurred. In the usual case, statements are sent to you once a month reflecting work performed, date of the work, amount of time spent, and identity of the person performing the work along with a detail of costs the firm has incurred on your behalf. Payment of each statement will be due, in U.S. dollars, within 30 days of the statement's date.

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00205636.1
Your failure to pay the full amount of the statement within 30 days of our billing will be cause for us to withdraw from your representation and pursue collection of your account.

You agree to inform us in writing within 30 days if you question any part of a billing statement, and you agree that billing statements not questioned within that time are accurate.

10. Late Payment
In fairness to the majority of our clients who pay their bills promptly, we have established late-payment procedures designed to charge late payors the costs of carrying their overdue accounts. Payment is due within 30 days after the date on the billing statement. You agree to pay a late charge of 5% of the fees and costs incurred during the billing period covered by the billing statement to OTMK if payment is not received within 30 days.

11. Client's Duties
You agree to be truthful with us, to cooperate, to keep us informed of developments that relate to our services, to abide by this Agreement, to pay our bills on time, and to keep us advised of your current address, telephone number, and your place of employment and telephone number.

You also agree to respond promptly, fully, and accurately to requests for information or documents and to other requests for assistance made by OTMK.

12. Experts
To prepare or present your case or legal position, we may need expert witnesses, consultants, or investigators.

We will select and engage them, and you are responsible for their bills. When feasible we will consult with you before engaging an expert, consultant, or investigator on your behalf.

13. Settlement
If we are hired to pursue or defend a claim on your behalf, OTMK will not settle the claim without your approval, and you have the absolute right to accept or reject any offer of settlement. We will notify you promptly of the terms of any settlement proposal that we receive on your behalf.

14. Liens
You grant to OTMK a lien on any and all claims or causes of action that are the subject of our representation and on any advance against fees. Our lien is for any sums owing to us for any unpaid costs, attorneys' fees, or late charges. The lien attaches to any recovery you obtain.

15. Disclaimer of Guaranty
OTMK can make no promises or guarantees about the outcome of this representation. Our comments about the possible outcome of your matter are expressions of opinion only.

16. Cessation of Representation
You may discharge OTMK at any time. OTMK may withdraw with your consent or for cause, subject to an obligation to give you reasonable notice to arrange alternative representation. "Cause" includes your failure to

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00205636.1
pay or other breach of this Agreement, refusal to cooperate with us or follow our advice on a material matter, or any fact or circumstance that would render our continuing representation unlawful or unethical.

After our services are concluded, OTMK will, upon your request, deliver your files to you, along with any funds or property of yours in our possession.

OTMK does not have facilities for the storage of paper files after the conclusion of our representation. If you do not wish to have your paper files returned to you after the conclusion of our representation, we may elect to destroy the paper files after prior notice to you. OTMK will maintain files relating to our representation of you in electronic format for a period of five years after your matter is closed. At the end of the five year period, OTMK will have no further obligation to retain your electronic files.

17. Entire Agreement
This statement of standard terms and the letter to which it is attached constitute the entire agreement between you and OTMK. No other agreement or statement made on or before the effective date of this Agreement is binding.

18. Severability
If any provision of this Agreement is held in whole or in part to be unenforceable for any reason, the remainder of that provision and the rest of the Agreement will remain in effect.

19. Modification
This Agreement may be modified by subsequent agreement between you and OTMK only by a writing signed by both parties.

20. Arbitration of Disputes
While we certainly do not anticipate conflict between us, in the event of any material dispute regarding the services provided or fees charged by OTMK which cannot be settled amicably, we both agree that such dispute shall be submitted, as soon as practicable, to final and binding arbitration in Sacramento in accordance with the rules and procedures of JAMS Inc., a private mediation and arbitration facilitator. Any dispute shall be strictly confidential between us and, except for our own representatives, will not be disclosed to any other person or entity.

21. California Law
This Agreement is deemed to be entered into at our principal office in Sacramento, California and shall be interpreted according to California law, regardless of any contrary conflict of law provisions.

22. Negotiated Agreement
This is a negotiated agreement that can be accepted or rejected by the parties. The terms of the Agreement are not set by law. You may consult independent counsel before entering into this Agreement.

23. Additional Terms
The scope of OTMK' s representation in this matter is fully set forth in the letter which accompanies this Agreement as are any additional terms relating to this representation.

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Ukiah City CouncilMarch 2, 2022

Ukiah City Council
March 2, 2022