Agenda packet — Ukiah City Council, February 19, 2025 (part 2 of 4)

ELEVATION ELEVATION
614
620
630
614
620
630
51+50 52+00 53+00 54+00 55+00 56+00
51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 (E) SSMH #135 RIM EL = 627.34 8" IN (W) INV=622.14 6" IN (SE) INV=622.08 8" OUT (E) INV=622.08 12" OUT (E) INV=622.08 (E) SSMH #136 RIM EL = 627.27 6" IN (S) INV=621.12 10" OUT (E) INV=619.57 6" OUT (N) INV=618.57 6" OUT (NW) INV=621.17 (E) 8" SS (VC) (N) SSMH #137 RIM EL = 627.25 6" IN (S) INV=618.55 6" IN (N) INV=619.61 12" IN (W) INV=622.05 12" OUT (E) INV=622.05 (E) SSMH #130 RIM EL = 625.20 8" IN (W) INV=618.74 8" OUT (N) INV=618.82 (N) SSMH #131 RIM EL = 625.23 12" IN (W) INV=618.85 12" IN (S) INV=617.97 12" OUT (N) INV=617.87 (E) SSMH #129 RIM EL = 625.22 6" IN (S) INV=618.95 10" IN (W) INV=619.06 10" OUT (N) INV=618.96 383 LF OF 12" SS @ S=0.0084
(E) 10" SS (VC)
EG @ "SC-CL" ST
SS1
SS5 SS1 SS5
SS5 SS5 S S D S S D D D S S JT JT JT
JT
JT
52+00
56+00
53+00 54+00 55+00
"ST-CL" 246+93.30, 374.50' L
(E) SSMH #135
"ST-CL" 246+89.53, 370.76' L
(E) SSMH #136
SS2
"SC-CL" ST

JOINT TRENCH DESIGN BY OTHERS (TYP)
10" SS 10" SS 6" SS 8" SS 6" SS
"ST-CL" 246+93.12, 371.30' L
(N) SSMH #137 N STATE ST "ST-CL" LINE 246+00 247+00
SCOTT ST 12" SS 12" SD
SS12
SS5
SS1
SS5 2023-02-22 5:16 PM JPARK2 N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-UTL-0101 THRU 0111.DWG SHEET
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PROJ NO:0 1" BAR IS ONE INCH ON ORIGINAL DRAWING

UTILITY PROFILE N STATE STREET
SCALE: HORIZ 1"=20', VERT 1"=4' 0 10' 20' 40' UTILITY PLAN SCOTT STREET SCALE: 1" = 20'
U-111
23 UTILITY PLAN & PROFILE SCOTT ST STA. 51+30 TO STA. 55+50

AJP JS N
U-111
23 UTILITY PLAN & PROFILE SCOTT ST STA. 51+30 TO STA. 55+50 AJP JS

SHEET KEYNOTES

SHEET GENERAL NOTES
SD1. INSTALL (N) 48" STORM DRAIN MANHOLE
SD2. INSTALL (N) CALTRANS PRECAST DRAINAGE INLET TYPE G0 PLAN D773E
SD3. INSTALL (N) RCP STORM DRAIN PIPE, SEE SIZE ON PLANS SD4. INSTALL (N) 12" DOME GRATE PER DETAIL 5 & 6 ON SHEET U-505 SD5. INSTALL PRECAST 24X24 DI WITH CAST-IN-PLACE FRAME AND

TRAFFIC RATED GRATE
SD6. ADJUST (E) STORM DRAIN STRUCTURE TO FINISHED GRADE SD7. REMOVE (E) DRAINAGE INLET/CATCH BASIN AND/OR PIPE
SD8. ABANDON (E) DRAINAGE INLET/CATCH BASIN AND/OR PIPE W1. ABANDON (E) WATER MAIN. REMOVE WHERE IN CONFLICT WITH THE (N) WATER MAIN. FILL WITH CONTROLLED LOW STRENGTH

MATERIAL WHERE (E) WATER IS LOCATED UNDER BUILDINGS
AND ROADWAYS. REMOVE (E) VALVES
W2. INSTALL (N) 12" WATER MAIN
W3. INSTALL (N) GATE VALVE PER CITY STD 307
W4. INSTALL (N) 45° BEND
W5. REMOVE (E) 12" X 12" X 6" TEE
W6. CONNECT TO (E) AC PIPE WITH "WIDE RANGE" STYLE

COUPLING
W7. CAP (E) WATER MAIN
W8. REMOVE (E) WATER VALVE
W9. INSTALL (N) 12" X 12" X 8" TEE
W10. INSTALL (N) 6" X 6" X 12" TEE
W11 INSTALL (N) 12" X 12" X 12" TEE
W12. INSTALL (N) 12" X 12" X 6" TEE
W13. INSTALL BLIND FLANGE
W14. ADJUST (E) WATER VALVE TO FINISHED GRADE
W15. INSTALL (N) FIRE HYDRANT AND LATERAL PER DETAIL 1 ON SHEET U-503. MAINTAIN MINIMUM 3' CLEARANCE FROM (N)
HYDRANT TO OTHER ABOVE GRADE OBSTRUCTIONS.

W16. PROVIDE SINGLE WATER SERVICE LATERAL PER CITY STD 301 W17. LOCATE AND CONNECT TO (E) SERVICE 1' FROM PROPERTY

BOUNDARY
W18. REMOVE (E) FIRE HYDRANT AND VALVE
SS1. INSTALL (N) 48" SANITARY MANHOLE PER CITY STD 201
SS2. INSTALL (N) SDR 26 PVC SEWER MAIN, SEE SIZE ON PLANS SS3. INSTALL TEMPORARY (N) 48" SANITARY SEWER MANHOLE
SS4. CONNECT TO (E) SEWER MAIN WITH COUPLING.

CONTRACTOR TO LOCATE (E) SEWER IN FIELD AND MATCH (E)
GRADES
SS5. REMOVE (E) SANITARY SEWER MANHOLE AND/OR PIPE
SS6. PROVIDE (N) 4" PVC SANITARY SEWER LATERAL PER CITY STD 213. REMOVE OR ABANDON (E) LATERAL
SS7. ADJUST (E) SANITARY SEWER STRUCTURE TO FINISHED GRADE SS8. INSTALL (N) SS CLEANOUT PER DETAIL 2 ON SHEET U-502 SS9. LOCATE (E) SEWER LATERAL 1 FEET FROM PROPERTY
BOUNDARY PER SECTION 77 OF THE SPECIAL PROVISIONS
PRIOR TO INSTALLING WYE FOR (N) LATERAL.

SS10. INSTALL (N) END-LINE SSCO PER CITY STD 203
SS11. ABANDON (E) END-LINE SSCO
SS12. ABANDON (E) SANITARY SEWER MANHOLE AND/OR PIPE
U1. SEE STREET LIGHT PLANS FOR STREET LIGHT CONSTRUCTION

INFORMATION
U2. (E) OVERHEAD LINE AND POLES TO BE REMOVED. SEE JOINT

TRENCH PLANS FOR DETAILS
U3. ADJUST (E) UTILITY TO FINISHED GRADE
U4. SEE TRAFFIC SIGNAL PLANS FOR TRAFFIC POLES/BOXES

CONSTRUCTION INFORMATION

1. LOCATION OF EXISTING UTILITIES, STRUCTURES AND OBSTACLES

ARE APPROXIMATE IN PLAN AND PROFILE AND BASED ON BEST
AVAILABLE INFORMATION. EXACT LOCATION AND COMPLETENESS
ARE NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE TO

LOCATE ALL EXISTING UTILITIES TO SUCCESSFULLY COMPLETE
THIS PROJECT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

2. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT
(USA) AT (800) 227-2600 OR 811 A MINIMUM OF TWO WORKING DAYS

PRIOR TO ANY EXCAVATION OR PLANNED WORK OPERATIONS FOR
MARK OUTS OF EXISTING UNDERGROUND FACILITIES.

3. CONTRACTOR IS ADVISED OF THE PRESENCE OF SHALLOW STORM DRAINS THROUGHOUT THE PROJECT AREA. STORM DRAINS SHALL
BE PROTECTED IN PLACE DURING ALL CONTRACTOR WORK.

4. CONTRACTOR SHALL UNDERTAKE CCTV INSPECTION OF THE

EXISTING SANITARY SEWER MAIN AND CONFIRM THE LOCATION OF ALL LIVE SANITARY SEWER LATERALS PRIOR TO CONSTRUCTION.

5. NOT ALL EXISTING UTILITIES ARE SHOWN ON PROFILE. REFER TO

PLAN AND POTHOLE INFORMATION FOR APPROXIMATE LOCATION
AND DEPTH OF (E) UTILITIES.

6. DO NOT EXCEED 80% OF THE MAX ALLOWABLE DEFLECTION AT PUSH-ON AND MECHANICAL JOINTS. MAX DEFLECTION AT PUSH-ON JOINTS IS 0.80°; MAX DEFLECTION AT MECHANICAL JOINTS AND COUPLINGS IS 4° OR AS PER MANUFACTURER'S REQUIREMENTS.

7. CONCRETE THRUST BLOCKS SHALL BE INSTALLED AT ALL
LOCATIONS PER CITY STD 312. CONCRETE THRUST BLOCKS SHALL

BE INSTALLED IN ADDITION TO RESTRAINED PIPE WHERE LOCATED AT OR NEAR A PIPE LOWERING/PIPE RAISING LOCATION.

8. CONTRACTOR TO LOCATE EXISTING SANITARY SEWER LATERALS AND CLEANOUTS PRIOR TO HARDSCAPE REMOVAL. CONTRACTOR

TO REMOVE AND RESTORE EXISTING HARDSCAPE (SEE HATCH ON
PLANS). CONTRACTOR TO NOTIFY ENGINEER FOR ANY CONFLICTS WITH NEW SANITARY SEWER LATERAL PRIOR TO CONSTRUCTION.

CONFLICTS SHALL BE HANDLED ON-SITE DURING CONSTRUCTION.

UTILITY PROFILE N STATE STREET
SCALE: HORIZ 1"=20', VERT 1"=4' 0 10' 20' 40' N

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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. 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. © 2023 GHD 11225278 CITY OF UKIAH DOWNTOWN STREETSCAPE AND ROAD DIET PROJECT - PHASE II 107 C87192 9/30/23 No. Exp. SI GER ET RED PROFESSIONA L ENGI NEER STAT E OF CA L I FOR N AI C I V I L EJ R EMY M. S C HMA L U-501
24 UTILITY DETAILS -1
RB JS
201 SEWER MANHOLE NOT TO SCALE 203 SEWER CLEANOUT NOT TO SCALE 204 SEWER MANHOLE FRAME AND COVER NOT TO SCALE 1 TYPICAL MANHOLE BASE DETAIL NOT TO SCALE NOTES:

1. THE FLOW CHANNEL SHALL BE OPEN FOR THE FULL WIDTH OF MANHOLE D = I.D. OF PIPE.

2. THE SHELF (SLOPED 1" PER FT.) SHALL HAVE LIGHT BROOM FINISH.

3. FOR APPROVED MANHOLE FRAMES AND COVERS SEE STD MANHOLE FRAME & COVER DETAIL.

4. ALL PIPES SHALL BE SEALED IN WITH A 4" MORTAR FILLET. FOR PLASTIC PIPE, ONE WATERSTOP SHALL BE ADDED AT EACH PIPE PENETRATION.

5. ANY SIDE INLET SHALL ENTER MANHOLE WITH INVERT AT LEAST 0.10' ABOVE INVERT OF OUTLET. IF PIPE SIZE INCREASES THRU MANHOLE, MATCH CROWNS, A DROP MANHOLE IS REQUIRED WHERE I.G. OF INLET IS OVER 6" ABOVE CROWN OF OUTLET.

6. MAINTAIN FULL PIPE DIAMETER AROUND SWEEP. DO NOT FAN-OUT. PROVIDE SMOOTH TRANSITION.

SLOPE 1"/FT
6" MIN
8" MIN D D
48" RCP MANHOLE SECTION
SEE NOTE 4

CLASS A CONCRETE

POUR ON

UNDISTURBED EARTH

HAND DETAILED

GROUT (BRUSH

FINISH)
DIA OF

SEWER PIPE
DIA OF
SEWER PIPE SLOPE 1":1' MIN

FLOW AREAS THROUGH

MANHOLES TO BE PIPE

OR SMOOTH CONCRETE
39" MAX
SEE NOTE 5
SEE NOTE 6
SEE NOTE 4
8" MIN D
6" MIN
SLOPE 2"/FT D
PERTAINS TO NON-PLASTIC PIPE ONLY 2- 201-
213 SEWER SERVICE LATERAL PL TO BUILDING NOT TO SCALE 220 TRENCH DETAIL SERVICE LATERAL/SEWER MAIN NOT TO SCALE 2 GROUTING DETAIL NOT TO SCALE

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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. 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. © 2023 GHD 11225278 CITY OF UKIAH DOWNTOWN STREETSCAPE AND ROAD DIET PROJECT - PHASE II 107 C87192 9/30/23 No. Exp. SI GER ET RED PROFESSIONA L ENGI NEER STAT E OF CA L I FOR N AI C I V I L EJ R EMY M. S C HMA L U-502
25 UTILITY DETAILS -2
RB JS 1 PLASTIC SEWER PIPE DEFLECTION MANDREL NOT TO SCALE 2 SEWER SERVICE LATERAL CLEANOUT NOT TO SCALE NOTES:

1. MARK ALL MANDRELS WITH ASTM SPECIFICATION NUMBER,
SDR NUMBER AND DEFLECTION.

2. THE 1/2" BAR STOCK ON EDGE PROVIDES CLEARANCE TO
PASS SMALL AMOUNTS OF SOIL WHICH MAY BE IN PIPE.
** 1. MANDREL DIA. HAS BEEN CALCULATED TO CORRECT CHORD LENGTH ERROR "E". *** 2. MIN. PLATE DIAMETER

3. A PROVING RING OF THE SPECIFIED DIAMETER (D1) SHALL BE SUPPLIED WITH EACH DEFLECTION MANDREL.

SDR35
PVC ASTM D 3034
ABS ASTM D 2751
NOM. DIA. L D1** D2***
15"
12"
10"
8"
6" 6"
8"
10"
12"
15"

4.629

6.537

8.421

10.210

12.729
5% DEFLECTION

13.729

11.210

9.421

7.537

5.629 A- A- 40° D1 D2
1/4" PLATE, D2 DIA
WITH 3/4" DIA HOLE
1/2" x 3/16" BAR STOCK
E** 3/16" (TYP)
3/4" HEX NUT 30°'
1 1/2"± L 1 1/2"±
3/4" THREADED ROD
3/4" FERRULE

LOOP INSERT

SECTION A - A
NOTES:

1. THE SEWER SERVICE LATERAL SHALL BE OF SUFFICIENT DEPTH TO ADEQUATELY SERVE THE BUILDING SITE, AND IN NO CASE SHALL BE LESS THAN 3 FT. IN DEPTH AT THE BACK OF THE P.U.E. UNLESS OTHERWISE AUTHORIZED BY THE CITY.

2. WHERE PROBLEMS ARE ANTICIPATED IN PROVIDING SEWER SERVICE TO A GIVEN BUILDING SITE, THE LATERAL INVERT AT THE BACK OF THE P.U.E. SHALL BE STAKED BY THE OWNER'S ENGINEER.

3. MINIMUM 2% EXCEPT WHERE A VARIATION IS SPECIFICALLY APPROVED BY THE CITY.

4. LOCATE (E) SS LATERAL AT PROPERY BOUNDARY PRIOR TO INSTALLING WYE FOR NEW LATERAL.

VARIES
CONCRETE G-5 CHRISTY BOX WITH
LID MARKED SEWER. PLACE BOX IN
8" x 4" THICK CONC COLLAR

PLASTIC MECHANICAL

COMPRESSION PLUG WITH

WING NUT (CHERNE OR EQUAL)
4" PVC RISER
4" ELOW
4" PVC WYE BRANCH
2% SLOPE
TO MAIN.

SEE NOTE 3 CONNECT TO (E) SEWER LATERAL
1 FT FROM PROPERTY BOUNDARY.

CONNECT USING FLEXIBLE

SEWER COUPLING
(E) SIDEWALK

Page 210 of 511 ends

3. 4.

CONTRACTOR SHALL MAKE FINAL TIE-IN UNDER THE INSPECTION OF A CITY UKIAH REPRESENTATIVE.

CONNECT TO (E) MAIN WITH APPROVED COUPLING.

NOTES:

2. TEMPORARY WOOD BLOCKING FOR THRUST RESTRAINT TO BE RATED TO EITHER 200PSI OR TEST PRESSURE PLUS 50PSI (WHICHEVER IS GREATER). THRUST BLOCKS SHALL EXTEND AGAINST UNDISTURBED GROUND.

1. END OF (N) MAIN TO BE ON SAME GRADE AS (E) MAIN WHERE POSSIBLE.

PLAN

ELEVATION
WOOD BLOCKING.

SEE NOTE 2 MJ PLUG TAPPED
AT BOTTOM FOR BO.

TRENCH
SQUARE HEAD PLASTIC PLUG FINGER TIGHT.
2" BRASS GATE VALVE SOLID
WEDGE TYPE WITH WHEEL HANDLE.

FINISHED GRADE
(N) WATER MAIN

MJ PLUG TAPPED
AT BOTTOM FOR BO.

TEMPORARY WOOD
BLOCKING SEE NOTE 2. 2" GALVANIZED STEEL 2023-02-22 5:08 PM JPARK2 N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-UTL-0501 THRU 0503.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. 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. © 2023 GHD 11225278 CITY OF UKIAH DOWNTOWN STREETSCAPE AND ROAD DIET PROJECT - PHASE II 107 C87192 9/30/23 No. Exp. SI GER ET RED PROFESSIONA L ENGI NEER STAT E OF CA L I FOR N AI C I V I L EJ R EMY M. S C HMA L U-503
26 UTILITY DETAILS -3
RB JS
301 TYPICAL WATER SERVICE NOT TO SCALE 305 FIRE HYDRANT LATERAL NOT TO SCALE 312 WATER - THRUST BLOCK LOCATIONS NOT TO SCALE 320 TRENCH DETAIL FOR WATER LINE NOT TO SCALE 2 TEMP BLOW OFF NOT TO SCALE 307 WATER - GATE VALVE AND VALVE BOX NOT TO SCALE 311 WATER - THRUST BLOCK AREAS REQUIRED NOT TO SCALE 383 BACKFLOW PREVENTION DETAILS NOT TO SCALE

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0 1" BAR IS ONE INCH ON ORIGINAL DRAWING

SI GER
ET RED

PROFESSIONA L ENGI NEER
STAT E

OF CA L I FOR N AI

C I V I L
EJ R EMY M. S C HMA L
U-504
27 UTILITY DETAILS - 4
RB JS
1 TYPICAL INSTALLATION OF AIR RELEASE AND VACUUM VALVE NOT TO SCALE NOTES:

1. RELEASE VALVES SHALL HAVE 1" THREADED INLETS
UNLESS OTHERWISE NOTED ON PLANS.

2. APPROVED COMBINATION VALVES: APCO NO.143C
CRISPIN NO. U10.

3. AIR RELEASE AND VACUUM VALVE SHALL BE

INSTALLED ON THE HIGH HIGH SIDE OF
RIGHT-OF-WAY OR EASEMENT.

SLOPE
12" MIN
4"
MIN
18" DEEP - 1 1/2"

DRAIN ROCK
8 1/2"
2" MAX

INSECT SCREEN TO BE FLOW EZY
FILTERS, INC. SUCTION SCREEN

OR APPROVED EQUAL
CHRISTY B-36 METER BOX WITH CHRISTY
B36-61G STEEL COVER (OR APPROVED EQUAL)

BRACKET (SEE DETAIL AT RIGHT)
1" COMBINATION AIR RELEASE VALVE AND

VACUUM RELEASE VALVE,
1" BALL VALVE FORD NO. B11-444 OR EQUAL

REDWOOD SUPPORT BLOCK
1" BRASS 90° STREET ELBOW

METER BOX
WALL
3/8" x 2 1/2" BOLT WITH

PLATE WASHER (GALV)
2" x 1/4" STEEL BRACKET (GALV)

BRACKET DETAIL
1" BRASS 90° EL-FIP X COMP.

FORD NO. L14-44 OR EQUAL
FORD FB400 BALLCORP
STEEL CYLINDER PIPE - 1" THREADOLET

WITH SADDLE PLATE

WATER MAIN

DUCTILE IRON
1" TAP
1" HDPE TUBING
1" F.I.P. SCHED 40 PVC
TEE WITH 1" PVC PLUG
EXTENSIONS AS REQ'D.
1/4" BRASS NIPPLE
1" FORD BALL VALVE
BII-44 OR EQUAL
1" MIP XCOMP. 90° ELL JONES: J2619,
FORD:L84-44, MCDONALD: 4779-MT
2 TYPICAL WATER MAIN LOWERING DETAIL NOT TO SCALE
NOTES:

1. TO BE USED WITH THE APPROVAL OF THE CITY ENGINEER, UON. WHERE PIPE/ STRUCTURE TO BE CROSSED IS A SANITARY SEWER OR STORM DRAIN LINE, THIS INSTALLATION SHALL ONLY BE INSTALLED WHERE FIELD CONDITIONS DO NOT ALLOW FOR PROPER SEPARATIONS AS PER TITLE 22, SECTION 64572 "WATER MAIN SEPARATION" OF THE CALIFORNIA CODE OF REGULATIONS.

2. WHERE STRUCTURE TO BE CROSSED IS AN ELECTRICAL DUCT BANK PROVIDE APPROVED COUPLINGS AS SHOWN. COUPLINGS ARE NOT REQUIRED FOR ALL OTHER UTILITY CROSSINGS

3. PIPE SHALL BE DUCTILE IRON CLASS 350 AND WRAPPED IN POLYETHYLENE PER SPECIFICATIONS.

4. ALL BENDS SHALL BE 45° OR 22 1/2° FITTINGS. NO 90° BENDS ALLOWED.

5. MINIMUM 12" CLEARANCE UNLESS OTHERWISE SPECIFIED ON DRAWINGS.

6. ONLY RESTRAINED MECHANICAL JOINT FITTINGS MAY BE USED.

7. MAINTAIN MINIMUM DISTANCES AS FOLLOWS:
a. 2' FOR 4" AND 6" SANITARY SEWER LATERALS OR OTHER PIPE/STRUCTURE NOT CONVEYING NON-POTABLE FLUIDS. b. 4' FOR SANITARY SEWER PIPE 8" TO 18" AND ANY SIZE STORM DRAIN PIPES.

8. CONCRETE ANCHOR BLOCKS SHALL BE INSTALLED BY THE CONTRACTOR WHERE SITE CONDITIONS DO NOT ALLOW FOR A "RESTRAINED JOINT SYSTEM". CONCRETE ANCHOR BLOCKS SHALL BE INSTALLED TO WITHSTAND EITHER 200 PSI OR TEST PRESSURE THRUST FORCE PLUS 50 PSI (WHICHEVER IS GREATER). PROVIDE:
a. PIPE SIZE 6": ANCHOR BOLTS 5/8"; STEEL CLAMPS 3" X ¼” b. PIPE SIZE 8": ANCHOR BOLTS 3/4"; STEEL CLAMPS 3-1/4"X 1/4" c. PIPE SIZE 12": ANCHOR BOLTS 1-1/8"; STEEL CLAMPS 4"X1/2" SEE
NOTE 7 MIN COVER 3 FT
SEE NOTE 5

PIPE OR STRUCTURE IN

CONFLICT WITH WATER MAIN
SEE
NOTE 7
PROVIDE MIN.

RESTRAINED LENGTH.

SEE DRAWINGS

RESTRAINED MECHANICAL

JOINT FITTING (TYP)
PROVIDE MIN.

RESTRAINED LENGTH.

SEE DRAWINGS

FINISHED GRADE

PIPE BEDDING MATERIAL

PER CITY STANDARD

COUPLINGS (TYP)
SEE NOTE 2 18" MIN
(BOTH
SIDES)

COUPLINGS (TYP)
SEE NOTE 2 ANCHOR BLOCKS.

SEE NOTE 8
3 TYPICAL WATER MAIN INSTALLATION OVER STRUCTURE NOT TO SCALE NOTES:

2. WHERE STRUCTURE TO BE CROSSED IS AN ELECTRICAL DUCT BANK PROVIDE APPROVED COUPLINGS AS SHOWN. COUPLINGS ARE NOT REQUIRED FOR ALL OTHER UTILITY CROSSINGS

3. PIPE SHALL BE DUCTILE IRON CLASS 350 AND WRAPPED IN POLYETHYLENE PER SPECIFICATIONS.

4. WHERE COVER IS LESS THAN MINIMUM 3FT, BACKFILL WITH LOW STRENGTH CEMENT SLURRY.

5. ALL BENDS SHALL BE 45° OR 22 1/2° FITTINGS. NO 90° BENDS ALLOWED.

6. ONLY RESTRAINED MECHANICAL JOINT FITTINGS MAY BE USED.

7. MAINTAIN MINIMUM DISTANCES AS FOLLOWS:
a. 2' FOR SANITARY SEWER LINES UP TO 18" DIA, ANY SIZE STORM DRAIN AND ANY OTHER PIPE/ STRUCTURE NOT CONVEYING NON-POTABLE FLUID b. 4' FOR SANITARY SEWER LINES LARGER THAN 18" DIA.

SEE
NOTE 7 MIN COVER 2.5 FT SEE NOTE 4 6" MIN

PIPE OR STRUCTURE IN

CONFLICT WITH WATER MAIN
SEE
NOTE 7

RESTRAINED MECHANICAL

JOINT FITTING (TYP)

FINISHED GRADE

PIPE BEDDING MATERIAL

PER CITY STANDARD
ANCHOR BLOCKS.

SEE NOTE 8

COUPLINGS
SEE NOTE 2 COUPLINGS (TYP)
SEE NOTE 2
2' - 0" CLEAR OPENING
#6 BARS ( TOP AND BOTTOM)
#4 @ 8" EACH WAY
PLAN

CORNER DETAIL
A A

SECTION A - A

EXIST PIPE

INVERT OUT

INVERT IN

PROPOSED
INSTALL AND EPOXY #4
DOWELS @ 6" (5" EMBEDMENT)
OR SAVE EXIST REBAR (12"

MIN) & SPLICE TO NEW REBAR

SEE CORNER DETAIL

MORTAR ALL AROUND

CAST IN PLACE

CONCRETE RING
50" MAX THICKNESS

MANHOLE FRAME & COVER
PER TOWN STD 301
FG
#4 HOOP TOTAL 2
TOP & BOTTOM 3' 2"
2"
3'
9" 6"
4" MIN
REMOVE MIN 12"

EXIST CATCH BASIN
H = 0.20'
4 MODIFY EXISTING INLET (DI) TO MANHOLE NOT TO SCALE

Page 212 of 511 ends

DISSIMILAR

MATERIALS ADAPTER

STUB PVC INTO RCP
PIPE
(N) 12" RCP
12" PVC

DOME GRATE
TO PVC

FITTING
12" DUCTILE IRON

DOME GRATE
12" PVC 90 °
ELBOW

GROUT ALL AROUND
JOINT

FINISHED GRADE
PLANTER VARIES 4"
6"
(N) BIO RETENTION
SOIL
(N) DRAIN ROCK
(N) PIPE BEDDING MATERIAL STUB PVC INTO RCP
PIPE
(E) 12" RCP
12" PVC

DOME GRATE
TO PVC

FITTING
12" DUCTILE IRON

DOME GRATE
CORE THROUGH (E) 12"

STORM DRAIN
(E) PIPE BEDDING

FINISHED GRADE

PLANTER

SPRINGLINE (TYP)
(N) BIO RETENTION
SOIL VARIES 4"
GROUT ALL AROUND JOINT 2023-02-22 5:08 PM JPARK2 N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-UTL-0501 THRU 0503.DWG SHEET
DRWN:

PROJ NO:
0 1" BAR IS ONE INCH ON ORIGINAL DRAWING

SI GER
ET RED

PROFESSIONA L ENGI NEER
STAT E

OF CA L I FOR N AI

C I V I L
EJ R EMY M. S C HMA L
U-505
28 UTILITY DETAILS - 5
RB JS

JOINT DETAIL
2-1/2x1-1/2X3/16
K
H
J
IN
2x3/16
IN
K
IN
GRATES

BEARING BARS
2-1/4x3/16
J
IN
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 :

IN
D
12 2x1/4
A
B
C 6" HEIGHT AS REQUIRED
IN
B
IN
A
HMA TYPE A - 1/2" PAVEMENT THICKNESS PER TYPICAL

SECTIONS
2 PRECAST BASE SECTION FOR CURB INLET NOT TO SCALE
408 PRECAST BASE SECTION FOR CURB INLET NOT TO SCALE 412 PRE-CAST CONCRETE DROP INLET NOT TO SCALE 420 TRENCH DETAIL STORM DRAIN PIPE NOT TO SCALE NOTES:

1. WRAP ALL AROUND JOINT NON WOVEN GEOTEXTILE FABRIC, ENCASE FABRIC IN GROUT AS SHOWN.

2. STUB 12" PVC MINIMUM OF 6" INTO THE NEW RCP PIPE AS SHOWN.

3. SEE SHEET C-505 DETAIL 5 FOR PLANTING DETAILS AND PLAN VIEW.

ELEVATION ELEVATION
NOTES:

1. SEE SHEET C-505 DETAIL 5 FOR PLANTING DETAILS AND PLAN VIEW. 5 LID INLET TO NEW STORM DRAIN PIPE CONNECTION NOT TO SCALE 6 LID INLINE CONNECTION TO EXISTING RCP NOT TO SCALE

Page 213 of 511 ends

0.20' HMA PAVEMENT OVERLAY BIORETENTION AREA. SEE DETAILS ON SHEET C-502 AND LANDSCAPE PLANS FOR PLANTING, IRRIGATION, AND OTHER DETAILS SEE LANDSCAPE PLANS MINOR CONCRETE SIDEWALK AND DRIVEWAY PER CITY STD 101/102. SEE LANDSCAPE PLANS FOR SCORE MARKS AND FINISHES. STRUCTURAL SECTION 0.5' HMA/1.25' CLASS II AB 0.20'-0.30' HMA PAVEMENT VARIABLE OVERLAY MINOR CONCRETE MEDIAN PAVING 4" HMA PLUG OR MATCH (E) THICKNESS, WHICHEVER IS GREATER, ALLOW FOR FINAL LIFT THICKNESS UTILITY TRENCH RESTORATION, SEE DETAIL 5 ON SHEET C-503.

CHERRY ST CO 193+00 194+00 195+00 S STATE ST 196+00 "ST-CL" LINE CHERRY ST "ST-CL" 194+26.16, 28.89' L CONFORM "ST-CL" 194+25.92, 29.17' R CONFORM 58' "ST-CL" 194+43.48, 52.44' R CONFORM "ST-CL" 194+84.78, 54.38' R CONFORM

ELEVATION
ELEVATION 605 610 615 620 605 610 615 620 193+00 194+00 195+00 196+00 196+75 193+00 193+50 194+00 194+50 195+00 195+50 196+00 196+50 196+75 615.87 EG
615.78 EG
615.94 FG
615.76 EG
616.00 FG
615.79 EG
616.02 FG
615.84 EG
616.05 FG
615.84 EG
616.05 FG
615.83 EG
616.04 FG
STA = 194+26.04
EL = 615.81
STA = 194+56.04
EL = 615.97
STA = 196+16.37
EL = 616.06 0.55% 0.05% -0.04% EG @ CL FG @ CL LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM AVAILABLE RECORD MAPS, EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 OR DIAL 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. SHEET GENERAL NOTES 1. CONTRACTOR SHALL PERFORM ALL UNDERGROUND UTILITY WORK, CONCRETE WORK, SURFACE RESTORATION WORK, AND PERFORM ALL DIGOUT AND REPAIR WORK, SUCH AS PLACING LEVELING COURSE AND SEPARATION FABRIC, PRIOR TO FINAL HOT MIX PAVING. 2. APPLY TACK COAT TO ALL ADJACENT (E) AC IMPROVEMENTS OR CONCRETE SURFACES AND AT JOINT BETWEEN (E) AND (N) IMPROVEMENTS. 3. SEE SHEETS G-005 AND G-006 FOR TYPICAL SECTIONS. 4. SEE CONSTRUCTION DETAIL SHEETS C-401 TO C-412 FOR ROADWAY, SIDEWALK, DRIVEWAY AND CURB RAMP HORIZONTAL AND VERTICAL INFORMATION NOT SHOWN. 1. INSTALL CURB AND GUTTER PER MODIFIED CITY STANDARD 102 2. INSTALL SIDEWALK PER CITY STANDARD 102. 3. INSTALL DRIVEWAY APPROACH. 4. INSTALL 8" MEDIAN CURB. 5. INSTALL CURB RAMP PER CITY STANDARD 111. 6. RESET STREET MONUMENT PER CITY STANDARD 140. 7. TREE AND TREE WELL. SEE LANDSCAPE PLANS FOR DETAILS. 8. PRESERVE AND ADJUST EXISTING STREET MONUMENT TO GRADE. 9. REPLACE UNDER SIDEWALK DRAIN IN KIND, WITH CIRCULAR OR RECTANGULAR TYPE DRAIN PER CITY STANDARD 410. ENSURE POSITIVE DRAINAGE TO THE GUTTER. 10.NOT USED. 11.RESTORE UTILITY TRENCH PAVEMENT. 12. INSTALL 6" VERTICAL CURB. 4 C-503 SHEET KEYNOTES SHEET LEGEND
6 C-503 102 C-501 102 C-501111 C-501 140 C-501
5 C-503
7 C-503 410 C-501
2023-02-22 5:31 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-PAP-0101 THRU 0110.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.

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.
© 2023 GHD 11225278

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L C-101 29

LAYOUT PLAN & PROFILE
S STATE ST STA. 193+00 - STA. 196+75 AJP JS
STA 196+75 MATCH LINE SEE SHEET C-102 LAYOUT PLAN - S STATE STREET SCALE: 1" = 20' 0 10' 20' 40' N LAYOUT PROFILE - S STATE STREET SCALE: HORIZ 1"=20', VERT 1"=2'

Page 214 of 511 ends

S 197+00 198+00 199+00 200+00
58' S STATE ST "ST-CL" LINE

ELEVATION
ELEVATION 605 610 615 620 605 610 615 620 196+75 197+00 198+00 199+00 200+00 200+50 196+75 197+00 197+50 198+00 198+50 199+00 199+50 200+00 200+50 615.83 EG
616.04 FG
615.83 EG
616.03 FG
615.90 EG
616.10 FG
615.94 EG
616.16 FG
615.99 EG
616.21 FG
616.05 EG
616.26 FG
616.05 EG
616.31 FG
616.16 EG
616.35 FG
616.17 EG
616.40 FG
STA = 197+14.54
EL = 616.02
STA = 197+60.00
EL = 616.12 0.22% 0.10% EG @ CL FG @ CL LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM AVAILABLE RECORD MAPS, EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 OR DIAL 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. SHEET GENERAL NOTES 1. CONTRACTOR SHALL PERFORM ALL UNDERGROUND UTILITY WORK, CONCRETE WORK, SURFACE RESTORATION WORK, AND PERFORM ALL DIGOUT AND REPAIR WORK, SUCH AS PLACING LEVELING COURSE AND SEPARATION FABRIC, PRIOR TO FINAL HOT MIX PAVING. 2. APPLY TACK COAT TO ALL ADJACENT (E) AC IMPROVEMENTS OR CONCRETE SURFACES AND AT JOINT BETWEEN (E) AND (N) IMPROVEMENTS. 3. SEE SHEETS G-005 AND G-006 FOR TYPICAL SECTIONS. 4. SEE CONSTRUCTION DETAIL SHEETS C-401 TO C-412 FOR ROADWAY, SIDEWALK, DRIVEWAY AND CURB RAMP HORIZONTAL AND VERTICAL INFORMATION NOT SHOWN. 1. INSTALL CURB AND GUTTER PER MODIFIED CITY STANDARD 102 2. INSTALL SIDEWALK PER CITY STANDARD 102. 3. INSTALL DRIVEWAY APPROACH. 4. INSTALL 8" MEDIAN CURB. 5. INSTALL CURB RAMP PER CITY STANDARD 111. 6. RESET STREET MONUMENT PER CITY STANDARD 140. 7. TREE AND TREE WELL. SEE LANDSCAPE PLANS FOR DETAILS. 8. PRESERVE AND ADJUST EXISTING STREET MONUMENT TO GRADE. 9. REPLACE UNDER SIDEWALK DRAIN IN KIND, WITH CIRCULAR OR RECTANGULAR TYPE DRAIN PER CITY STANDARD 410. ENSURE POSITIVE DRAINAGE TO THE GUTTER. 10.NOT USED. 11.RESTORE UTILITY TRENCH PAVEMENT. 12. INSTALL 6" VERTICAL CURB. 4 C-503 SHEET KEYNOTES SHEET LEGEND
6 C-503 102 C-501 102 C-501111 C-501 140 C-501
5 C-503
7 C-503 410 C-501
2023-02-22 5:31 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-PAP-0101 THRU 0110.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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L C-102 30

LAYOUT PLAN & PROFILE
S STATE ST STA. 196+75 - STA. 200+50 AJP JS
STA 200+50 MATCH LINE SEE SHEET C-103 LAYOUT PLAN - S STATE STREET SCALE: 1" = 20' 0 10' 20' 40' N
STA 196+75 MATCH LINE SEE SHEET C-101 LAYOUT PROFILE - S STATE STREET SCALE: HORIZ 1"=20', VERT 1"=2'

Page 215 of 511 ends

S
S 201+00 202+00 203+00 S STATE ST 204+00 205+00 "ST-CL" LINE 35.5' FREITAS AVE "ST-CL" 201+48.90, 49.17' L CONFORM "ST-CL" 201+84.29, 49.13' L CONFORM 58'
58' 0.20' HMA PAVEMENT OVERLAY BIORETENTION AREA. SEE DETAILS ON SHEET C-502 AND LANDSCAPE PLANS FOR PLANTING, IRRIGATION, AND OTHER DETAILS SEE LANDSCAPE PLANS MINOR CONCRETE SIDEWALK AND DRIVEWAY PER CITY STD 101/102. SEE LANDSCAPE PLANS FOR SCORE MARKS AND FINISHES. STRUCTURAL SECTION 0.5' HMA/1.25' CLASS II AB 0.20'-0.30' HMA PAVEMENT VARIABLE OVERLAY MINOR CONCRETE MEDIAN PAVING 4" HMA PLUG OR MATCH (E) THICKNESS, WHICHEVER IS GREATER, ALLOW FOR FINAL LIFT THICKNESS UTILITY TRENCH RESTORATION, SEE DETAIL 5 ON SHEET C-503.

ELEVATION
ELEVATION 605 610 615 620 605 610 615 620 200+50 201+00 202+00 203+00 204+00 205+00 200+50 201+00 201+50 202+00 202+50 203+00 203+50 204+00 204+50 205+00 616.17 EG
616.40 FG
616.26 EG
616.45 FG
616.28 EG
616.49 FG
616.22 EG
616.43 FG
616.18 EG
616.38 FG
616.09 EG
616.29 FG
615.89 EG
616.09 FG
615.61 EG
615.82 FG
615.35 EG
615.56 FG
615.08 EG
615.28 FG
STA = 201+45.15
EL = 616.49
STA = 202+85.58
EL = 616.34
STA = 203+32.32
EL = 616.19
STA = 204+96.74
EL = 615.30 -0.32% -0.11% -0.54% EG @ CL FG @ CL
2023-02-22 5:32 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-PAP-0101 THRU 0110.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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L C-103 31

LAYOUT PLAN & PROFILE
S STATE ST STA. 200+50 - STA. 205+00 AJP JS
STA 205+00 MATCH LINE SEE SHEET C-104 LAYOUT PLAN - S STATE STREET SCALE: 1" = 20' LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM AVAILABLE RECORD MAPS, EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 OR DIAL 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. SHEET GENERAL NOTES 1. CONTRACTOR SHALL PERFORM ALL UNDERGROUND UTILITY WORK, CONCRETE WORK, SURFACE RESTORATION WORK, AND PERFORM ALL DIGOUT AND REPAIR WORK, SUCH AS PLACING LEVELING COURSE AND SEPARATION FABRIC, PRIOR TO FINAL HOT MIX PAVING. 2. APPLY TACK COAT TO ALL ADJACENT (E) AC IMPROVEMENTS OR CONCRETE SURFACES AND AT JOINT BETWEEN (E) AND (N) IMPROVEMENTS. 3. SEE SHEETS G-005 AND G-006 FOR TYPICAL SECTIONS. 4. SEE CONSTRUCTION DETAIL SHEETS C-401 TO C-412 FOR ROADWAY, SIDEWALK, DRIVEWAY AND CURB RAMP HORIZONTAL AND VERTICAL INFORMATION NOT SHOWN. 1. INSTALL CURB AND GUTTER PER MODIFIED CITY STANDARD 102 2. INSTALL SIDEWALK PER CITY STANDARD 102. 3. INSTALL DRIVEWAY APPROACH. 4. INSTALL 8" MEDIAN CURB. 5. INSTALL CURB RAMP PER CITY STANDARD 111. 6. RESET STREET MONUMENT PER CITY STANDARD 140. 7. TREE AND TREE WELL. SEE LANDSCAPE PLANS FOR DETAILS. 8. PRESERVE AND ADJUST EXISTING STREET MONUMENT TO GRADE. 9. REPLACE UNDER SIDEWALK DRAIN IN KIND, WITH CIRCULAR OR RECTANGULAR TYPE DRAIN PER CITY STANDARD 410. ENSURE POSITIVE DRAINAGE TO THE GUTTER. 10.NOT USED. 11.RESTORE UTILITY TRENCH PAVEMENT. 12. INSTALL 6" VERTICAL CURB. 4 C-503 SHEET KEYNOTES SHEET LEGEND
6 C-503 102 C-501 102 C-501111 C-501 140 C-501
5 C-503
7 C-503 410 C-501
0 10' 20' 40'
N
STA 200+50 MATCH LINE SEE SHEET C-102 LAYOUT PROFILE - S STATE STREET SCALE: HORIZ 1"=20', VERT 1"=2'

Page 216 of 511 ends

CO
CO
S
S
S
S
CO
CO
S
S
S
S 205+00 206+00 207+00 S STATE ST 208+00 209+00

W GOBBI ST
2 "ST-CL" 208+75.78, 52.63' R SAWCUT/CONFORM "ST-CL" 209+20.61, 28.11' R END MATCH (E) C&G "ST-CL" 208+79.71, 51.88' R BEG MATCH (E) C&G "ST-CL" 208+81.13, 39.89' R CURB RAMP CL "ST-CL" 208+93.93, 28.88' R CURB RAMP CL 2 C-409 "ST-CL" LINE

58.2' "ST-CL" 209+19.04, 28.69' R MATCH (E) SIDEWALK"ST-CL" 208+91.12, 58.49' R MATCH (E) SIDEWALK "ST-CL" 208+29.82, 35.26' R CURB RAMP CL "ST-CL" 208+07.12, 26.98' R SAWCUT "ST-CL" 208+39.16, 48.87' R SAWCUT "ST-CL" 208+34.48, 49.96' R END MATCH (E) C&G "ST-CL" 208+07.12, 31.78' R BEG MATCH (E) C&G "ST-CL" 208+14.84, 49.98' R MATCH (E) SIDEWALK 1 C-409 "ST-CL" 208+38.06, 60.14' R CONFORM "ST-CL" 208+02.10, 48.51' L CONFORM "ST-CL" 208+61.62, 46.80' L CONFORM "ST-CL" 209+19.06, 44.68' R MATCH (E) SIDEWALK 2 2 "ST-CL" 209+25.13, 35.15' L MATCH (E) SIDEWALK "ST-CL" 209+25.13, 24.18' L SAWCUT "ST-CL" 209+25.13, 28.18' L BEG "ST-CL" 208+32.35, 47.64' L MATCH (E) C&G SAWCUT "ST-CL" 208+01.36, 69.56' L SAWCUT"ST-CL" 208+26.92, 75.04' L SAWCUT 1 1
5 5
1 1
5 1 "ST-CL" 209+07.23, 58.84' R MATCH (E) SIDEWALK "ST-CL" 208+96.62, 51.03' R MATCH (E) SIDEWALK 0.20' HMA PAVEMENT OVERLAY BIORETENTION AREA. SEE DETAILS ON SHEET C-502 AND LANDSCAPE PLANS FOR PLANTING, IRRIGATION, AND OTHER DETAILS SEE LANDSCAPE PLANS MINOR CONCRETE SIDEWALK AND DRIVEWAY PER CITY STD 101/102. SEE LANDSCAPE PLANS FOR SCORE MARKS AND FINISHES. STRUCTURAL SECTION 0.5' HMA/1.25' CLASS II AB 0.20'-0.30' HMA PAVEMENT VARIABLE OVERLAY MINOR CONCRETE MEDIAN PAVING 4" HMA PLUG OR MATCH (E) THICKNESS, WHICHEVER IS GREATER, ALLOW FOR FINAL LIFT THICKNESS UTILITY TRENCH RESTORATION, SEE DETAIL 5 ON SHEET C-503.

ELEVATION
ELEVATION 605 610 615 605 610 615 205+00 206+00 207+00 208+00 209+00 209+50 205+00 205+50 206+00 206+50 207+00 207+50 208+00 208+50 209+00 209+50 615.08 EG
615.28 FG
614.75 EG
614.95 FG
614.37 EG
614.58 FG
613.97 EG
614.17 FG
613.58 EG
613.81 FG
613.41 EG
613.56 FG
613.17 EG
612.83 EG
612.95 EG
613.16 EG
STA = 205+26.75
EL = 615.13
STA = 206+32.30
EL = 614.34
STA = 206+81.71
EL = 613.88
STA = 207+42.88
EL = 613.63
STA = 207+72.88
EL = 613.31
-1.07% -0.59% -0.40%
-0.93% -0.75% EG @ CL FG @ CL CO S "ST-CL" 208+88.56, 166.56' R CONFORM "ST-CL" 208+80.72, 168.18' R CONFORM "ST-CL" 208+65.46, 54.67' R SAWCUT "ST-CL" 208+42.31, 81.46' R CONFORM "ST-CL" 208+61.98, 77.40' R CONFORM 11 2023-02-22 5:32 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-PAP-0101 THRU 0110.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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L C-104 32

LAYOUT PLAN & PROFILE
S STATE ST STA. 205+00 - STA. 209+50 AJP JS LAYOUT PLAN - S STATE STREET SCALE: 1" = 20' LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM AVAILABLE RECORD MAPS, EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 OR DIAL 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. SHEET GENERAL NOTES 1. CONTRACTOR SHALL PERFORM ALL UNDERGROUND UTILITY WORK, CONCRETE WORK, SURFACE RESTORATION WORK, AND PERFORM ALL DIGOUT AND REPAIR WORK, SUCH AS PLACING LEVELING COURSE AND SEPARATION FABRIC, PRIOR TO FINAL HOT MIX PAVING. 2. APPLY TACK COAT TO ALL ADJACENT (E) AC IMPROVEMENTS OR CONCRETE SURFACES AND AT JOINT BETWEEN (E) AND (N) IMPROVEMENTS. 3. SEE SHEETS G-005 AND G-006 FOR TYPICAL SECTIONS. 4. SEE CONSTRUCTION DETAIL SHEETS C-401 TO C-412 FOR ROADWAY, SIDEWALK, DRIVEWAY AND CURB RAMP HORIZONTAL AND VERTICAL INFORMATION NOT SHOWN. 1. INSTALL CURB AND GUTTER PER MODIFIED CITY STANDARD 102 2. INSTALL SIDEWALK PER CITY STANDARD 102. 3. INSTALL DRIVEWAY APPROACH. 4. INSTALL 8" MEDIAN CURB. 5. INSTALL CURB RAMP PER CITY STANDARD 111. 6. RESET STREET MONUMENT PER CITY STANDARD 140. 7. TREE AND TREE WELL. SEE LANDSCAPE PLANS FOR DETAILS. 8. PRESERVE AND ADJUST EXISTING STREET MONUMENT TO GRADE. 9. REPLACE UNDER SIDEWALK DRAIN IN KIND, WITH CIRCULAR OR RECTANGULAR TYPE DRAIN PER CITY STANDARD 410. ENSURE POSITIVE DRAINAGE TO THE GUTTER. 10.NOT USED. 11.RESTORE UTILITY TRENCH PAVEMENT. 12. INSTALL 6" VERTICAL CURB. 4 C-503 SHEET KEYNOTES SHEET LEGEND
6 C-503 102 C-501 102 C-501111 C-501 140 C-501
5 C-503
7 C-503 410 C-501
STA 209+50 MATCH LINE SEE SHEET C-105
STA 205+00 MATCH LINE SEE SHEET C-103

E GOBBI ST
0 10' 20' 40'
N LAYOUT PROFILE - S STATE STREET SCALE: HORIZ 1"=20', VERT 1"=2' E GOBBI ST E GOBBI ST MATCH LINE SEE BELOW LAYOUT PLAN - E GOBBI STREET SCALE: 1" = 20' 0 10' 20' 40' N

E GOBBI ST MATCH LINE

SEE ABOVE

Page 217 of 511 ends

S 210+00 211+00 S STATE ST 212+00 213+00 214+00
2 2 "ST-CL" 211+21.34, 35.00' L MATCH (E) SIDEWALK "ST-CL" 211+21.34, 28.24' L BEG MATCH (E) C&G "ST-CL" 211+23.84, 30.53' R BEG MATCH (E) C&G "ST-CL" 212+03.50, 26.50' L DWY CL "ST-CL" 211+63.00, 26.50' R DWY CL "ST-CL" 213+49.00, 26.50' L DWY CL "ST-CL" 211+44.21, 41.97' R SAWCUT "ST-CL" 211+81.84, 42.15' R SAWCUT "ST-CL" 211+78.87, 38.39' L SAWCUT "ST-CL" 212+26.24, 38.58' L SAWCUT "ST-CL" 213+63.61, 37.02' L SAWCUT "ST-CL" 213+37.29, 37.03' L SAWCUT "ST-CL" 213+94.51, 38.72' L SAWCUT "ST-CL" LINE

6.2'

6.4'

7.9'

12.9'
18' 18'
49'

52.2' "ST-CL" 209+19.06, 44.68' R "ST-CL" 210+31.93, 28.19' L END MATCH (E) C&G 13'
8' 12.9'
4 1
1 3
3 3
1 "ST-CL" 209+59.56, 23.62' R SAWCUT "ST-CL" 209+59.55, 28.76' R MATCH (E) SIDEWALK "ST-CL" 210+78.65, 38.71' R MATCH (E) SIDEWALK "ST-CL" 209+68.68, 23.66' R SAWCUT "ST-CL" 210+31.93, 23.62' L SAWCUT "ST-CL" 210+31.93, 28.83' L MATCH (E) SIDEWALK "ST-CL" 210+63.27, 23.60' L SAWCUT "ST-CL" 210+63.27, 28.78' L MATCH (E) SIDEWALK "ST-CL" 210+83.94, 40.15' L MATCH (E) SIDEWALK "ST-CL" 210+72.60, 23.60' L SAWCUT "ST-CL" 210+72.68, 26.13' R SAWCUT 9 ELEVATION
ELEVATION 605 610 615 620 605 610 615 620 209+50 210+00 211+00 212+00 213+00 214+00 209+50 210+00 210+50 211+00 211+50 212+00 212+50 213+00 213+50 214+00 STA = 210+72.64
EL = 613.56
STA = 211+39.50
EL = 613.69
STA = 213+25.00
EL = 614.26
613.16 EG
613.24 EG
613.48 EG
613.64 EG
613.61 FG
613.80 EG
613.72 FG
613.92 EG
613.88 FG
614.11 EG
614.03 FG
614.22 EG
614.18 FG
614.46 EG
614.47 FG
614.99 EG
614.90 FG 0.20% 0.30% EG @ CL FG @ CL 0.20' HMA PAVEMENT OVERLAY BIORETENTION AREA. SEE DETAILS ON SHEET C-502 AND LANDSCAPE PLANS FOR PLANTING, IRRIGATION, AND OTHER DETAILS SEE LANDSCAPE PLANS MINOR CONCRETE SIDEWALK AND DRIVEWAY PER CITY STD 101/102. SEE LANDSCAPE PLANS FOR SCORE MARKS AND FINISHES. STRUCTURAL SECTION 0.5' HMA/1.25' CLASS II AB 0.20'-0.30' HMA PAVEMENT VARIABLE OVERLAY MINOR CONCRETE MEDIAN PAVING 4" HMA PLUG OR MATCH (E) THICKNESS, WHICHEVER IS GREATER, ALLOW FOR FINAL LIFT THICKNESS UTILITY TRENCH RESTORATION, SEE DETAIL 5 ON SHEET C-503. 2023-02-22 5:33 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-PAP-0101 THRU 0110.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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L C-105 33

LAYOUT PLAN & PROFILE
S STATE ST STA. 209+50 - STA. 214+00 AJP JS LAYOUT PROFILE - S STATE STREET SCALE: HORIZ 1"=20', VERT 1"=2' LAYOUT PLAN - S STATE STREET SCALE: 1" = 20' STA 209+50 MATCH LINE SEE SHEET C-104
STA 214+00 MATCH LINE SEE SHEET C-106 LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM AVAILABLE RECORD MAPS, EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 OR DIAL 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. SHEET GENERAL NOTES 1. CONTRACTOR SHALL PERFORM ALL UNDERGROUND UTILITY WORK, CONCRETE WORK, SURFACE RESTORATION WORK, AND PERFORM ALL DIGOUT AND REPAIR WORK, SUCH AS PLACING LEVELING COURSE AND SEPARATION FABRIC, PRIOR TO FINAL HOT MIX PAVING. 2. APPLY TACK COAT TO ALL ADJACENT (E) AC IMPROVEMENTS OR CONCRETE SURFACES AND AT JOINT BETWEEN (E) AND (N) IMPROVEMENTS. 3. SEE SHEETS G-005 AND G-006 FOR TYPICAL SECTIONS. 4. SEE CONSTRUCTION DETAIL SHEETS C-401 TO C-412 FOR ROADWAY, SIDEWALK, DRIVEWAY AND CURB RAMP HORIZONTAL AND VERTICAL INFORMATION NOT SHOWN. 1. INSTALL CURB AND GUTTER PER MODIFIED CITY STANDARD 102 2. INSTALL SIDEWALK PER CITY STANDARD 102. 3. INSTALL DRIVEWAY APPROACH. 4. INSTALL 8" MEDIAN CURB. 5. INSTALL CURB RAMP PER CITY STANDARD 111. 6. RESET STREET MONUMENT PER CITY STANDARD 140. 7. TREE AND TREE WELL. SEE LANDSCAPE PLANS FOR DETAILS. 8. PRESERVE AND ADJUST EXISTING STREET MONUMENT TO GRADE. 9. REPLACE UNDER SIDEWALK DRAIN IN KIND, WITH CIRCULAR OR RECTANGULAR TYPE DRAIN PER CITY STANDARD 410. ENSURE POSITIVE DRAINAGE TO THE GUTTER. 10.NOT USED. 11.RESTORE UTILITY TRENCH PAVEMENT. 12. INSTALL 6" VERTICAL CURB. 4 C-503 SHEET KEYNOTES SHEET LEGEND
6 C-503 102 C-501 102 C-501111 C-501 140 C-501
5 C-503
7 C-503 410 C-501
0 10' 20' 40'
N

Page 218 of 511 ends

4.67 214+00 S STATE ST
S 215+00 216+00 217+00 218+00
2 2
E MILL ST "ST-CL" 217+84.68, 50.83' R END MATCH (E) C&G "ST-CL" 217+78.57, 50.49' R MATCH (E) SIDEWALK "ST-CL" 217+63.78, 71.58' L END MATCH (E) C&G "ST-CL" 217+57.82, 70.32' L MATCH (E) SIDEWALK "ST-CL" 217+99.38, 24.06' R AP, CONFORM "ST-CL" 217+93.33, 24.60' R AP, SAWCUT "ST-CL" 217+91.66, 51.29' R SAWCUT "ST-CL" 217+76.49, 74.29' L CONFORM "ST-CL" 217+77.93, 38.66' L SAWCUT "ST-CL" 217+70.63, 73.04' L SAWCUT W MILL ST "ST-CL" 217+68.79, 30.21' L CURB RAMP CL "ST-CL" 217+81.73, 20.26' R CURB RAMP CL "ST-CL" 217+11.00, 26.50' R DWY CL "ST-CL" 216+72.50, 26.50' R DWY CL "ST-CL" 216+49.00, 26.50' L DWY CL "ST-CL" 215+56.50, 26.50' R DWY CL "ST-CL" 214+97.00, 26.50' R DWY CL "ST-CL" 214+63.00, 26.50' L DWY CL "ST-CL" 214+08.00, 26.50' L DWY CL "ST-CL" 214+52.00, 26.50' R DWY CL "ST-CL" 214+22.38, 38.78' L SAWCUT "ST-CL" 214+47.02, 38.14' L SAWCUT "ST-CL" 214+79.05, 38.05' L SAWCUT "ST-CL" 216+35.42, 38.21' L SAWCUT "ST-CL" 216+64.39, 38.14' L SAWCUT "ST-CL" 214+35.22, 42.20' R SAWCUT "ST-CL" 214+69.33, 42.10' R SAWCUT"ST-CL" 214+81.75, 39.10' R SAWCUT"ST-CL" 214+85.10, 37.15' R SAWCUT "ST-CL" 215+08.17, 37.01' R SAWCUT "ST-CL" 215+48.10, 37.02' R SAWCUT "ST-CL" 215+66.07, 37.03' R SAWCUT "ST-CL" 216+61.16, 36.96' R SAWCUT "ST-CL" 216+83.50, 36.95' R SAWCUT "ST-CL" 217+01.56, 36.95' R SAWCUT "ST-CL" 217+20.61, 36.96' R SAWCUT 3 C-410
4 C-410 "ST-CL" LINE
18' 18'
13'

7.9' 8'
18'
29'
49' 5.5'

5.5' "ST-CL" 217+97.65, 51.66' R CONFORM
13'
8'
4 1
1 3 3
3 3
5 5
3 3
3 3
9 9

ELEVATION
ELEVATION 610 615 620 625 610 615 620 625 214+00 215+00 216+00 217+00 218+00 218+50 214+00 214+50 215+00 215+50 216+00 216+50 217+00 217+50 218+00 218+50 614.99 EG
614.90 FG
615.57 EG
615.33 FG
616.19 EG
615.84 FG
616.78 EG
616.50 FG
617.35 EG
617.15 FG
617.87 EG
617.82 FG
618.35 EG
618.38 FG
618.69 EG
618.87 FG
618.96 EG
619.03 EG
STA = 214+80.00
EL = 615.58
STA = 216+30.00
EL = 617.54
STA = 216+60.00
EL = 617.96
STA = 217+42.50
EL = 618.83
STA = 217+80.35
EL = 619.02
STA = 217+98.72
EL = 618.97 0.50% -0.30% 0.85%

1.05%

1.30%

1.40% EG @ CL FG @ CL 0.20' HMA PAVEMENT OVERLAY BIORETENTION AREA. SEE DETAILS ON SHEET C-502 AND LANDSCAPE PLANS FOR PLANTING, IRRIGATION, AND OTHER DETAILS SEE LANDSCAPE PLANS MINOR CONCRETE SIDEWALK AND DRIVEWAY PER CITY STD 101/102. SEE LANDSCAPE PLANS FOR SCORE MARKS AND FINISHES. STRUCTURAL SECTION 0.5' HMA/1.25' CLASS II AB 0.20'-0.30' HMA PAVEMENT VARIABLE OVERLAY MINOR CONCRETE MEDIAN PAVING 4" HMA PLUG OR MATCH (E) THICKNESS, WHICHEVER IS GREATER, ALLOW FOR FINAL LIFT THICKNESS UTILITY TRENCH RESTORATION, SEE DETAIL 5 ON SHEET C-503. 2023-02-22 5:33 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-PAP-0101 THRU 0110.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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L C-106 34

LAYOUT PLAN & PROFILE
S STATE ST STA. 214+00 - STA. 218+50 AJP JS LAYOUT PROFILE - S STATE STREET SCALE: HORIZ 1"=20', VERT 1"=2' LAYOUT PLAN - S STATE STREET SCALE: 1" = 20' LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM AVAILABLE RECORD MAPS, EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 OR DIAL 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. SHEET GENERAL NOTES 1. CONTRACTOR SHALL PERFORM ALL UNDERGROUND UTILITY WORK, CONCRETE WORK, SURFACE RESTORATION WORK, AND PERFORM ALL DIGOUT AND REPAIR WORK, SUCH AS PLACING LEVELING COURSE AND SEPARATION FABRIC, PRIOR TO FINAL HOT MIX PAVING. 2. APPLY TACK COAT TO ALL ADJACENT (E) AC IMPROVEMENTS OR CONCRETE SURFACES AND AT JOINT BETWEEN (E) AND (N) IMPROVEMENTS. 3. SEE SHEETS G-005 AND G-006 FOR TYPICAL SECTIONS. 4. SEE CONSTRUCTION DETAIL SHEETS C-401 TO C-412 FOR ROADWAY, SIDEWALK, DRIVEWAY AND CURB RAMP HORIZONTAL AND VERTICAL INFORMATION NOT SHOWN. 1. INSTALL CURB AND GUTTER PER MODIFIED CITY STANDARD 102 2. INSTALL SIDEWALK PER CITY STANDARD 102. 3. INSTALL DRIVEWAY APPROACH. 4. INSTALL 8" MEDIAN CURB. 5. INSTALL CURB RAMP PER CITY STANDARD 111. 6. RESET STREET MONUMENT PER CITY STANDARD 140. 7. TREE AND TREE WELL. SEE LANDSCAPE PLANS FOR DETAILS. 8. PRESERVE AND ADJUST EXISTING STREET MONUMENT TO GRADE. 9. REPLACE UNDER SIDEWALK DRAIN IN KIND, WITH CIRCULAR OR RECTANGULAR TYPE DRAIN PER CITY STANDARD 410. ENSURE POSITIVE DRAINAGE TO THE GUTTER. 10.NOT USED. 11.RESTORE UTILITY TRENCH PAVEMENT. 12. INSTALL 6" VERTICAL CURB. 4 C-503 SHEET KEYNOTES SHEET LEGEND
6 C-503 102 C-501 102 C-501111 C-501 140 C-501
5 C-503
7 C-503 410 C-501
STA 214+00 MATCH LINE SEE SHEET C-105
0 10' 20' 40'
N

Page 219 of 511 ends

D
239+00 240+00 241+00
2 W HENRY ST "ST-CL" 240+41.45, 27.29' R BEG MATCH (E) C&G "ST-CL" 240+35.35, 21.39' R SAWCUT "ST-CL" 240+54.97, 47.85' L BEG MATCH (E) C&G "ST-CL" 240+43.92, 46.44' L SAWCUT "ST-CL" 240+62.70, 49.00' L MATCH (E) SIDEWALK "ST-CL" 240+57.23, 30.21' L CURB RAMP CL "ST-CL" 241+29.00, 29.00' L DWY CL 5 C-410
44' 13.2'

7.2'

10.5' "ST-CL" 240+40.97, 42.97' R MATCH (E) SIDEWALK "ST-CL" 240+41.10, 32.10' R BEG MATCH (E) C&G "ST-CL" 240+63.69, 49.14' L SAWCUT "ST-CL" 240+64.88, 41.12' L SAWCUT "ST-CL" 240+74.29, 42.10' L SAWCUT "ST-CL" 240+71.29, 41.11' L SAWCUT "ST-CL" 240+35.35, 29.29' L SAWCUT 54' 10.4' 12.5'
8 1
1 5
3 1
35+00
35+50 N STATE ST "ST-CL" LINE
"WH-CL" LINE
9 ELEVATION
ELEVATION 620 625 630 635 620 625 630 635 239+00 240+00 241+00 241+50 239+00 239+50 240+00 240+50 241+00 241+50 EG
FG
630.48 EG
628.60 EG
627.13 EG
627.13 FG
626.41 EG
626.70 FG
626.31 EG
626.58 FG PVI STA = 240+80.03 PVI EL = 626.75 K = 49.19 L = 50.00' BVCS = 240+55.03
BVCE = 627.07
EVCS = 241+05.03
EVCE = 626.69
STA = 240+49.89
EL = 627.14
-1.27% -0.25% EG @ CL FG @ CL 0.20' HMA PAVEMENT OVERLAY BIORETENTION AREA. SEE DETAILS ON SHEET C-502 AND LANDSCAPE PLANS FOR PLANTING, IRRIGATION, AND OTHER DETAILS SEE LANDSCAPE PLANS MINOR CONCRETE SIDEWALK AND DRIVEWAY PER CITY STD 101/102. SEE LANDSCAPE PLANS FOR SCORE MARKS AND FINISHES. STRUCTURAL SECTION 0.5' HMA/1.25' CLASS II AB 0.20'-0.30' HMA PAVEMENT VARIABLE OVERLAY MINOR CONCRETE MEDIAN PAVING 4" HMA PLUG OR MATCH (E) THICKNESS, WHICHEVER IS GREATER, ALLOW FOR FINAL LIFT THICKNESS UTILITY TRENCH RESTORATION, SEE DETAIL 5 ON SHEET C-503.

ELEVATION
ELEVATION 620 625 630 635 620 625 630 635 34+40 35+00 35+70 34+40 34+50 35+00 35+50 35+70 627.30 EG
627.30 FG
626.61 EG
626.61 FG
EG
FG -0.50%

1.17%
STA = 35+03.34
EL = 626.62
STA = 35+05.10
EL = 626.61
STA = 35+50.00
EL = 627.14 EG @ CL FG @ CL
D
240+00
241+00 34+50 W HENRY ST 35+00 35+50

N STATE ST
"ST-CL" LINE "WH-CL" LINE "WH-CL" 35+03.43, 12.14' L MATCH (E) C&G "WH-CL" 35+03.43, 9.47' R SAWCUT 2023-02-22 5:34 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-PAP-0101 THRU 0110.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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L C-107 35

LAYOUT PLAN & PROFILE
N STATE ST STA. 237+50 - STA. 241+50 AJP JS LAYOUT PROFILE - N STATE STREET SCALE: HORIZ 1"=20', VERT 1"=2' LAYOUT PLAN - N STATE STREET SCALE: 1" = 20' LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM AVAILABLE RECORD MAPS, EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 OR DIAL 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. SHEET GENERAL NOTES 1. CONTRACTOR SHALL PERFORM ALL UNDERGROUND UTILITY WORK, CONCRETE WORK, SURFACE RESTORATION WORK, AND PERFORM ALL DIGOUT AND REPAIR WORK, SUCH AS PLACING LEVELING COURSE AND SEPARATION FABRIC, PRIOR TO FINAL HOT MIX PAVING. 2. APPLY TACK COAT TO ALL ADJACENT (E) AC IMPROVEMENTS OR CONCRETE SURFACES AND AT JOINT BETWEEN (E) AND (N) IMPROVEMENTS. 3. SEE SHEETS G-005 AND G-006 FOR TYPICAL SECTIONS. 4. SEE CONSTRUCTION DETAIL SHEETS C-401 TO C-412 FOR ROADWAY, SIDEWALK, DRIVEWAY AND CURB RAMP HORIZONTAL AND VERTICAL INFORMATION NOT SHOWN. 1. INSTALL CURB AND GUTTER PER MODIFIED CITY STANDARD 102 2. INSTALL SIDEWALK PER CITY STANDARD 102. 3. INSTALL DRIVEWAY APPROACH. 4. INSTALL 8" MEDIAN CURB. 5. INSTALL CURB RAMP PER CITY STANDARD 111. 6. RESET STREET MONUMENT PER CITY STANDARD 140. 7. TREE AND TREE WELL. SEE LANDSCAPE PLANS FOR DETAILS. 8. PRESERVE AND ADJUST EXISTING STREET MONUMENT TO GRADE. 9. REPLACE UNDER SIDEWALK DRAIN IN KIND, WITH CIRCULAR OR RECTANGULAR TYPE DRAIN PER CITY STANDARD 410. ENSURE POSITIVE DRAINAGE TO THE GUTTER. 10.NOT USED. 11.RESTORE UTILITY TRENCH PAVEMENT. 12. INSTALL 6" VERTICAL CURB. 4 C-503 SHEET KEYNOTES SHEET LEGEND
6 C-503 102 C-501 102 C-501111 C-501 140 C-501
5 C-503
7 C-503 410 C-501
STA 241+50 MATCH LINE SEE SHEET C-108
0 10' 20' 40'
N LAYOUT PROFILE - W HENRY STREET SCALE: HORIZ 1"=20', VERT 1"=2' LAYOUT PLAN - W HENRY STREET SCALE: 1" = 20' 0 10' 20' 40'

N SEE SHEET TO THE LEFT

Page 220 of 511 ends

D
D
D
S
S 242+00 243+00 244+00 245+00
2 2 N STATE ST "ST-CL" 241+88.00, 29.00' L DWY CL "ST-CL" 242+88.50, 29.00' L DWY CL "ST-CL" 243+87.50, 29.00' L DWY CL "ST-CL" 245+25.50, 29.00' L DWY CL "ST-CL" LINE

12.3'
54' 10.4' 8.6'

6.2' "ST-CL" 243+36.74, 38.89' L MATCH (E) SIDEWALK "ST-CL" 243+54.49, 38.87' L MATCH (E) SIDEWALK "ST-CL" 243+36.74, 32.10' L END MATCH (E) C&G "ST-CL" 243+54.49, 32.13' L BEG MATCH (E) C&G "ST-CL" 243+39.74, 38.92' R MATCH (E) SIDEWALK "ST-CL" 243+17.39, 38.95' R MATCH (E) SIDEWALK "ST-CL" 243+22.62, 32.09' R END MATCH (E) C&G "ST-CL" 243+44.69, 32.44' R BEG MATCH (E) C&G "ST-CL" 243+54.49, 27.00' L SAWCUT "ST-CL" 243+48.85, 27.00' R SAWCUT "ST-CL" 243+26.51, 27.00' R SAWCUT"ST-CL" 243+36.74, 27.00' L SAWCUT

8.5' "ST-CL" 241+62.34, 41.89' L SAWCUT "ST-CL" 241+68.00, 41.89' L SAWCUT "ST-CL" 242+96.35, 42.18' L SAWCUT "ST-CL" 245+37.86, 42.11' L SAWCUT "ST-CL" 245+05.97, 42.14' L SAWCUT "ST-CL" 245+33.77, 40.16' R SAWCUT 12 12 54' 10.4' 13'

9.4' "ST-CL" 242+55.00, 29.00' L DWY CL
3 3 3 3
3 1
1 1 1
9 9

ELEVATION
ELEVATION 620 625 630 635 620 625 630 635 241+50 242+00 243+00 244+00 245+00 245+50 241+50 242+00 242+50 243+00 243+50 244+00 244+50 245+00 245+50 626.31 EG
626.58 FG
626.14 EG
626.44 FG
626.02 EG
626.26 FG
625.86 EG
626.09 FG
625.80 EG
625.80 FG
625.71 EG
626.06 FG
625.66 EG
625.98 FG
625.55 EG
625.91 FG
625.49 EG
625.83 FG
STA = 241+86.50
EL = 626.48
STA = 243+00.00
EL = 626.09
STA = 243+36.74
EL = 625.81
STA = 243+54.49
EL = 625.80
STA = 243+95.00
EL = 626.06 -0.06% 0.65% -0.35% -0.75% -0.15% EG @ CL FG @ CL 0.20' HMA PAVEMENT OVERLAY BIORETENTION AREA. SEE DETAILS ON SHEET C-502 AND LANDSCAPE PLANS FOR PLANTING, IRRIGATION, AND OTHER DETAILS SEE LANDSCAPE PLANS MINOR CONCRETE SIDEWALK AND DRIVEWAY PER CITY STD 101/102. SEE LANDSCAPE PLANS FOR SCORE MARKS AND FINISHES. STRUCTURAL SECTION 0.5' HMA/1.25' CLASS II AB 0.20'-0.30' HMA PAVEMENT VARIABLE OVERLAY MINOR CONCRETE MEDIAN PAVING 4" HMA PLUG OR MATCH (E) THICKNESS, WHICHEVER IS GREATER, ALLOW FOR FINAL LIFT THICKNESS UTILITY TRENCH RESTORATION, SEE DETAIL 5 ON SHEET C-503. 2023-02-22 5:34 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-PAP-0101 THRU 0110.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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L C-108 36

LAYOUT PLAN & PROFILE
N STATE ST STA. 241+50 - STA. 245+50 AJP JS LAYOUT PROFILE - N STATE STREET SCALE: HORIZ 1"=20', VERT 1"=2' LAYOUT PLAN - N STATE STREET SCALE: 1" = 20' LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM AVAILABLE RECORD MAPS, EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 OR DIAL 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. SHEET GENERAL NOTES 1. CONTRACTOR SHALL PERFORM ALL UNDERGROUND UTILITY WORK, CONCRETE WORK, SURFACE RESTORATION WORK, AND PERFORM ALL DIGOUT AND REPAIR WORK, SUCH AS PLACING LEVELING COURSE AND SEPARATION FABRIC, PRIOR TO FINAL HOT MIX PAVING. 2. APPLY TACK COAT TO ALL ADJACENT (E) AC IMPROVEMENTS OR CONCRETE SURFACES AND AT JOINT BETWEEN (E) AND (N) IMPROVEMENTS. 3. SEE SHEETS G-005 AND G-006 FOR TYPICAL SECTIONS. 4. SEE CONSTRUCTION DETAIL SHEETS C-401 TO C-412 FOR ROADWAY, SIDEWALK, DRIVEWAY AND CURB RAMP HORIZONTAL AND VERTICAL INFORMATION NOT SHOWN. 1. INSTALL CURB AND GUTTER PER MODIFIED CITY STANDARD 102 2. INSTALL SIDEWALK PER CITY STANDARD 102. 3. INSTALL DRIVEWAY APPROACH. 4. INSTALL 8" MEDIAN CURB. 5. INSTALL CURB RAMP PER CITY STANDARD 111. 6. RESET STREET MONUMENT PER CITY STANDARD 140. 7. TREE AND TREE WELL. SEE LANDSCAPE PLANS FOR DETAILS. 8. PRESERVE AND ADJUST EXISTING STREET MONUMENT TO GRADE. 9. REPLACE UNDER SIDEWALK DRAIN IN KIND, WITH CIRCULAR OR RECTANGULAR TYPE DRAIN PER CITY STANDARD 410. ENSURE POSITIVE DRAINAGE TO THE GUTTER. 10.NOT USED. 11.RESTORE UTILITY TRENCH PAVEMENT. 12. INSTALL 6" VERTICAL CURB. 4 C-503 SHEET KEYNOTES SHEET LEGEND
6 C-503 102 C-501 102 C-501111 C-501 140 C-501
5 C-503
7 C-503 410 C-501
STA 241+50 MATCH LINE SEE SHEET C-107
STA 245+50 MATCH LINE SEE SHEET C-109
0 10' 20' 40'
N

Page 221 of 511 ends

14.00 11.50

12.00 10.00
D
D
D
S
S
1 1
3 3
3 5
3 5
5 5 D
D
D
S
S 246+00 247+00 248+00 249+00

NORTON ST
2 N STATE ST
55+00
56+00 "ST-CL" 248+75.03, 30.20' L SAWCUT "ST-CL" 248+21.25, 47.82' R SAWCUT "ST-CL" 248+23.29, 32.28' R SAWCUT "ST-CL" 248+17.54, 47.91' R END MATCH (E) C&G "ST-CL" 246+56.44, 55.75' L END MATCH (E) C&G "ST-CL" 246+57.88, 55.65' L SAWCUT "ST-CL" 246+84.25, 53.81' L BEG MATCH (E) C&G "ST-CL" 246+82.78, 53.88' L SAWCUT "ST-CL" 248+75.03, 32.20' L END MATCH (E) C&G "ST-CL" 246+90.27, 53.54' L MATCH (E) SIDEWALK "ST-CL" 246+50.79, 56.16' L MATCH (E) SIDEWALK "ST-CL" 246+42.22, 19.00' L CURB RAMP CL "ST-CL" 246+55.25, 39.00' L CURB RAMP CL "ST-CL" 246+83.58, 39.00' L CURB RAMP CL "ST-CL" 246+42.22, 19.00' R CURB RAMP CL "ST-CL" 248+09.00, 29.00' L CURB RAMP CL "ST-CL" 248+19.45, 38.50' R CURB RAMP CL "ST-CL" 245+81.50, 29.00' L DWY CL "ST-CL" 245+67.50, 29.00' R DWY CL "ST-CL" 247+23.50, 29.00' L DWY CL "ST-CL" 247+42.00, 29.00' R DWY CL "ST-CL" 247+88.50, 29.00' R DWY CL 9 C-412 10 C-412 "ST-CL" LINE 5.1' 5.4'

10.5'

8.7'
20'
20'
54' 4.5'

10.5' 12.8'

8.5' "ST-CL" 248+75.03, 41.25' L MATCH (E) SIDEWALK "ST-CL" 248+49.72, 32.41' R SAWCUT "ST-CL" 248+12.43, 48.03' R MATCH (E) SIDEWALK "ST-CL" 248+19.04, 50.59' R CONFORM "ST-CL" 248+57.47, 49.60' R BEG MATCH (E) C&G "ST-CL" 248+75.03, 32.31' R END MATCH (E) C&G "ST-CL" 248+62.36, 49.47' R MATCH (E) SIDEWALK"ST-CL" 248+75.03, 38.15' R MATCH (E) SIDEWALK "ST-CL" 248+75.03, 30.81' R SAWCUT "ST-CL" 248+53.41, 38.50' R CURB RAMP CL 11 C-412 4.3'

5.3' "ST-CL" 248+53.97, 49.69' R SAWCUT/CONFORM "ST-CL" 246+32.60, 42.03' L SAWCUT "ST-CL" 245+58.94, 42.15' L SAWCUT "ST-CL" 248+15.69, 42.14' L SAWCUT "ST-CL" 248+02.91, 42.11' L SAWCUT "ST-CL" 247+09.70, 42.05' L SAWCUT "ST-CL" 247+36.61, 42.01' L SAWCUT "ST-CL" 248+07.02, 44.41' R SAWCUT "ST-CL" 247+83.99, 44.29' R SAWCUT "ST-CL" 247+32.50, 44.31' R SAWCUT "ST-CL" 247+25.91, 40.87' R SAWCUT "ST-CL" 245+86.04, 40.28' R SAWCUT 24.2' "ST-CL" 246+71.32, 54.62' L SAWCUT "ST-CL" 247+51.81, 44.35' R SAWCUT "ST-CL" 247+56.33, 40.00' R SAWCUT "ST-CL" 247+76.81, 40.32' R SAWCUT "ST-CL" 248+51.00, 43.23' L SAWCUT "ST-CL" 248+64.99, 43.25' L SAWCUT "ST-CL" 248+09.00, 29.00' R CURB RAMP CL 10 C-412 "ST-CL" 248+58.00, 29.00' L DWY CL SCOTT
ST
2 8 C-411
6 C-411
6 C-411
7 C-411 11 12

8.6'
34'
6 4
1 1
5 3
5 1
1 5
5 3 11 11 "ST-CL" 248+50.02, 49.79' R CONFORM
75+50 76+00
77+00 "NO-CL" 76+97.41, 25.00' L MATCH (E) SIDEWALK "NO-CL" 77+03.41, 25.00' L MATCH (E) SIDEWALK "NO-CL" 77+03.37, 11.75' L CONFORM "NO-CL" 77+03.41, 17.75' L CONFORM

ELEVATION
ELEVATION 620 625 630 620 625 630 245+50 246+00 247+00 248+00 249+00 249+50 245+50 246+00 246+50 247+00 247+50 248+00 248+50 249+00 249+50 STA = 245+93.50
EL = 625.77
STA = 246+66.45
EL = 625.51
STA = 247+08.50
EL = 625.60
STA = 248+50.00
EL = 625.17
STA = 248+75.03
EL = 624.94
625.49 EG
625.83 FG
625.45 EG
625.75 FG
625.36 EG
625.57 FG
625.26 EG
625.58 FG
625.18 EG
625.47 FG
625.10 EG
625.32 FG
624.86 EG
625.17 FG
624.95 EG
624.86 EG
STA = 245+93.50
EL = 625.77
STA = 246+66.45
EL = 625.51
STA = 247+08.50
EL = 625.60
STA = 248+50.00
EL = 625.17
STA = 248+75.03
EL = 624.94
-0.90% -0.30% 0.20% -0.35% EG @ CL FG @ CL 0.20' HMA PAVEMENT OVERLAY BIORETENTION AREA. SEE DETAILS ON SHEET C-502 AND LANDSCAPE PLANS FOR PLANTING, IRRIGATION, AND OTHER DETAILS SEE LANDSCAPE PLANS MINOR CONCRETE SIDEWALK AND DRIVEWAY PER CITY STD 101/102. SEE LANDSCAPE PLANS FOR SCORE MARKS AND FINISHES. STRUCTURAL SECTION 0.5' HMA/1.25' CLASS II AB 0.20'-0.30' HMA PAVEMENT VARIABLE OVERLAY MINOR CONCRETE MEDIAN PAVING 4" HMA PLUG OR MATCH (E) THICKNESS, WHICHEVER IS GREATER, ALLOW FOR FINAL LIFT THICKNESS UTILITY TRENCH RESTORATION, SEE DETAIL 5 ON SHEET C-503. 2023-02-22 5:35 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-PAP-0101 THRU 0110.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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L C-109 37

LAYOUT PLAN & PROFILE
N STATE ST STA. 245+50 - STA. 249+50 AJP JS LAYOUT PROFILE - N STATE STREET SCALE: HORIZ 1"=20', VERT 1"=2' LAYOUT PLAN - N STATE STREET SCALE: 1" = 20' LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM AVAILABLE RECORD MAPS, EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 OR DIAL 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. SHEET GENERAL NOTES 1. CONTRACTOR SHALL PERFORM ALL UNDERGROUND UTILITY WORK, CONCRETE WORK, SURFACE RESTORATION WORK, AND PERFORM ALL DIGOUT AND REPAIR WORK, SUCH AS PLACING LEVELING COURSE AND SEPARATION FABRIC, PRIOR TO FINAL HOT MIX PAVING. 2. APPLY TACK COAT TO ALL ADJACENT (E) AC IMPROVEMENTS OR CONCRETE SURFACES AND AT JOINT BETWEEN (E) AND (N) IMPROVEMENTS. 3. SEE SHEETS G-005 AND G-006 FOR TYPICAL SECTIONS. 4. SEE CONSTRUCTION DETAIL SHEETS C-401 TO C-412 FOR ROADWAY, SIDEWALK, DRIVEWAY AND CURB RAMP HORIZONTAL AND VERTICAL INFORMATION NOT SHOWN. 1. INSTALL CURB AND GUTTER PER MODIFIED CITY STANDARD 102 2. INSTALL SIDEWALK PER CITY STANDARD 102. 3. INSTALL DRIVEWAY APPROACH. 4. INSTALL 8" MEDIAN CURB. 5. INSTALL CURB RAMP PER CITY STANDARD 111. 6. RESET STREET MONUMENT PER CITY STANDARD 140. 7. TREE AND TREE WELL. SEE LANDSCAPE PLANS FOR DETAILS. 8. PRESERVE AND ADJUST EXISTING STREET MONUMENT TO GRADE. 9. REPLACE UNDER SIDEWALK DRAIN IN KIND, WITH CIRCULAR OR RECTANGULAR TYPE DRAIN PER CITY STANDARD 410. ENSURE POSITIVE DRAINAGE TO THE GUTTER. 10.NOT USED. 11.RESTORE UTILITY TRENCH PAVEMENT. 12. INSTALL 6" VERTICAL CURB. 4 C-503 SHEET KEYNOTES SHEET LEGEND
6 C-503 102 C-501 102 C-501111 C-501 140 C-501
5 C-503
7 C-503 410 C-501
STA 245+50 MATCH LINE SEE SHEET C-108
0 10' 20' 40'
N STA 54+70 MATCH LINE SEE SHEET C-110

Page 222 of 511 ends

5.1' 5.4' SCOTT ST "SC-CL" LINE "SC-CL" 51+80.38, 5.52' L CONFORM "SC-CL" 51+80.07, 2.48' R CONFORM "ST-CL" LINE
N STATE ST "SC-CL" 54+95.11, 12.54' L SAWCUT "SC-CL" 54+95.08, 12.43' R SAWCUT

N SCHOOL ST

24.2'

2.6'

2.6' "SC-CL" 54+95.12, 9.06' L CONFORM "SC-CL" 54+95.17, 1.06' L CONFORM 11 "ST-CL" 247+51.81, 44.35' R SAWCUT SAWCUT

ELEVATION
ELEVATION 620 625 630 635 620 625 630 635 51+30 52+00 53+00 54+00 55+00 56+00 51+30 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 627.20 EG
626.94 EG
626.74 EG
626.57 EG
626.32 EG
626.08 EG
625.81 EG
625.33 EG
625.34 FG
625.32 EG
625.51 FG PVI STA = 55+15.93 PVI EL = 625.00 K = 6.94 L = 25.00' BVCS = 55+03.43
BVCE = 625.26
EVCS = 55+28.43
EVCE = 625.19
STA = 54+95.13
EL = 625.44
STA = 55+50.00
EL = 625.51
-2.10%

1.50% EG @ CL
2023-02-22 5:35 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-PAP-0101 THRU 0110.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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L C-110 38

LAYOUT PLAN & PROFILE
SCOTT ST STA. 51+30 - STA. 55+50 AJP JS LAYOUT PLAN - SCOTT STREET SCALE: 1" = 20' LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM AVAILABLE RECORD MAPS, EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 OR DIAL 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. SHEET GENERAL NOTES 1. CONTRACTOR SHALL PERFORM ALL UNDERGROUND UTILITY WORK, CONCRETE WORK, SURFACE RESTORATION WORK, AND PERFORM ALL DIGOUT AND REPAIR WORK, SUCH AS PLACING LEVELING COURSE AND SEPARATION FABRIC, PRIOR TO FINAL HOT MIX PAVING. 2. APPLY TACK COAT TO ALL ADJACENT (E) AC IMPROVEMENTS OR CONCRETE SURFACES AND AT JOINT BETWEEN (E) AND (N) IMPROVEMENTS. 3. SEE SHEETS G-005 AND G-006 FOR TYPICAL SECTIONS. 4. SEE CONSTRUCTION DETAIL SHEETS C-401 TO C-412 FOR ROADWAY, SIDEWALK, DRIVEWAY AND CURB RAMP HORIZONTAL AND VERTICAL INFORMATION NOT SHOWN. 1. INSTALL CURB AND GUTTER PER MODIFIED CITY STANDARD 102 2. INSTALL SIDEWALK PER CITY STANDARD 102. 3. INSTALL DRIVEWAY APPROACH. 4. INSTALL 8" MEDIAN CURB. 5. INSTALL CURB RAMP PER CITY STANDARD 111. 6. RESET STREET MONUMENT PER CITY STANDARD 140. 7. TREE AND TREE WELL. SEE LANDSCAPE PLANS FOR DETAILS. 8. PRESERVE AND ADJUST EXISTING STREET MONUMENT TO GRADE. 9. REPLACE UNDER SIDEWALK DRAIN IN KIND, WITH CIRCULAR OR RECTANGULAR TYPE DRAIN PER CITY STANDARD 410. ENSURE POSITIVE DRAINAGE TO THE GUTTER. 10.NOT USED. 11.RESTORE UTILITY TRENCH PAVEMENT. 12. INSTALL 6" VERTICAL CURB. 4 C-503 SHEET KEYNOTES SHEET LEGEND
6 C-503 102 C-501 102 C-501111 C-501 140 C-501
5 C-503
7 C-503 410 C-501
0 10' 20' 40'
N LAYOUT PROFILE - SCOTT STREET SCALE: HORIZ 1"=20', VERT 1"=2'

Page 223 of 511 ends

"ST-CL" LINE STATION 211+00 609 610 612 614 616 618 609 610 612 614 616 618 -50 -40 -30 -20 -10 0 10 20 30 40 50 "ST-CL" LINE STATION 211+50 609 610 612 614 616 618 609 610 612 614 616 618 -50 -40 -30 -20 -10 0 10 20 30 40 50 "ST-CL" LINE STATION 212+00 609 610 612 614 616 618 609 610 612 614 616 618 -50 -40 -30 -20 -10 0 10 20 30 40 50 "ST-CL" LINE STATION 212+50 609 610 612 614 616 618 609 610 612 614 616 618 -50 -40 -30 -20 -10 0 10 20 30 40 50 "ST-CL" LINE STATION 213+00 610 612 614 616 618 610 612 614 616 618 -50 -40 -30 -20 -10 0 10 20 30 40 50 "ST-CL" LINE STATION 213+50 610 612 614 616 618 610 612 614 616 618 -50 -40 -30 -20 -10 0 10 20 30 40 50 75' 35' R/W R/W 40' 8.4' 26.6' 26.6' 13.4' FL 613.22
FL 613.31 TC 613.81
TC 613.72 75' 35' R/W R/W 40' 8.4' 20.2' 20.3' 13.4'TC 613.87 TC 613.94 FL 613.44
FL 613.37 70' 35' R/W R/W 35' 8.4' 20.2' 20.3' 8.4'
FL 613.73
FL 613.73
TC 614.23
TC 613.77
TC 615.05
TC 615.00
TC 614.68
TC 614.70 12.7' 12.7' 75' 35' R/W R/W 40' 8.9' 26.1' 26.1' 13.9' TC 613.07
TC 613.42
FL 612.92
FL 613.03 75' 35' R/W R/W 40' 7.5' 27.5' 26.6' 13.4' 75' 35' R/W R/W 40' 26.58' 26.6' 13.4' 2' 3.5' FL 613.07
FL 613.17 TC 613.67
TC 613.12
CL
FG 613.88

24.50' R
FG 613.34

24.50' L
FG 613.24

25.41' L
FG 613.08
CL
FG 613.72

24.50' R
FG 613.20
CL
FG 614.54

24.50' R
FG 613.89

24.50' L
FG 613.89

24.50' L
FG 613.53

24.50' R
FG 613.61

24.50' L
FG 613.39

24.50' R
FG 613.47

26.08' R
FG 612.89
CL
FG 613.61

26.13' L
FG 612.83 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN EG FG EG EG EGEG EG FGFG FG FGFG TC 614.52
TC 614.55
CL
FG 614.69
CL
FG 615.02
0 10' 20' H: 1" = 10' 0 2' 4' V: 1" = 2' 8.4'

2.6%

2.2%

1.7% 1.5%

8.0% 1.7%

2.5%

2.2%

10.7% 1.5%

3.3% 1.5%

2.6%

2.3% 1.5% 1.5%

2.7% 0.2%

2.4% 1.7% 1.7% 1.5%

11.6%

2.7% 0.4%

2.4% 1.4%

3.0%

2.8% 0.2%

5.8%
2023-02-22 5:39 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-XSC-0301 THRU 0306.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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L C-301 39

CROSS SECTIONS
STA. 211+00 - STA. 213+50 RB JS

Page 224 of 511 ends

"ST-CL" LINE STATION 214+00 611 612 614 616 618 620 611 612 614 616 618 620 -50 -40 -30 -20 -10 0 10 20 30 40 50 "ST-CL" LINE STATION 214+50 611 612 614 616 618 620 611 612 614 616 618 620 -50 -40 -30 -20 -10 0 10 20 30 40 50 "ST-CL" LINE STATION 215+00 612 614 616 618 620 612 614 616 618 620 -50 -40 -30 -20 -10 0 10 20 30 40 50 "ST-CL" LINE STATION 215+50 612 614 616 618 620 612 614 616 618 620 -50 -40 -30 -20 -10 0 10 20 30 40 50 "ST-CL" LINE STATION 216+00 613 614 616 618 620 622 613 614 616 618 620 622 -50 -40 -30 -20 -10 0 10 20 30 40 50 "ST-CL" LINE STATION 216+50 614 616 618 620 622 614 616 618 620 622 -50 -40 -30 -20 -10 0 10 20 30 40 50 70' 35' R/W R/W 35' FL 616.01
FL 615.87 TC 615.91
TC 616.51 8.4' 20.3' 20.3'TC 617.04
TC 617.03 FL 616.53
FL 616.54 70' 35' R/W R/W 35' 8.4' 20.2' 26.6' 8.4'
FL 617.14
FL 617.12
TC 617.64
TC 617.16 70' 35' R/W R/W 35' 8.4' 22.7' 30.5' 8.4' 8.4' 70' 35' R/W R/W 35' 8.4' 26.6' 26.6' 8.4' TC 614.08
TC 614.68 FL 614.18
FL 614.04 FL 614.57
FL 614.59 TC 614.63
TC 614.77 70' 35' R/W R/W 35' 8.4' 26.6' 26.6' 8.4'
TC 615.25
TC 615.72
FL 615.22
FL 615.21 70' 35' R/W R/W 35' 8.4' 20.3' 20.2' 8.4'
TC 616.41
TC 616.42
TC 617.12
TC 617.20
TC 617.90
TC 617.85 12.7' 6.3' 12.7'
CL
FG 615.32

24.50' L
FG 615.39

24.50' R
FG 615.38

24.50' L
FG 614.74

24.50' L
FG 614.20

24.50' R
FG 614.35

24.50' R
FG 616.04

24.50' L
FG 616.18

24.50' L
FG 616.71

24.50' R
FG 616.69

24.50' L
FG 617.28

24.50' R
FG 617.31 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN EG EG EG EGEGEG FG FG FG FG FGFG CL
FG 616.42
CL
FG 614.90
CL
FG 617.82
CL
FG 617.85
CL
FG 617.16

24.50' R
FG 614.76
0 10' 20' H: 1" = 10' 0 2' 4' V: 1" = 2' 1.5%

2.0% 0.1%

2.1%

11.8% 1.5% 1.5%

4.5%

8.6%

2.4%

2.3%

9.8% 1.5%

2.5% 1.5%

9.8%

2.8%

2.2% 1.5% 1.5%

10.0%

3.0%

2.1% 1.1% 1.6%

2.9%

2.0% 0.8% 1.3% 1.5%

2.0% 0.7%

2.3%

11.8% 1.5% 0.6%

7.1%

5.0% 0.9%
2023-02-22 5:39 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-XSC-0301 THRU 0306.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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L C-302 40

CROSS SECTIONS
STA 214+00 - STA 216+50 RB JS

Page 225 of 511 ends

"ST-CL" LINE STATION 240+70 622 624 626 628 630 622 624 626 628 630 -50 -40 -30 -20 -10 0 10 20 30 40 50 "ST-CL" LINE STATION 241+00 622 624 626 628 630 622 624 626 628 630 -50 -40 -30 -20 -10 0 10 20 30 40 50 80' 40' R/W R/W 40' 20.92' 19.08' 29.08' 10.92' 80' 40' R/W R/W 40' 11' 29.08' 29.08' 11' CL
FG 626.70

27.00' L
FG 626.12

27.00' R
FG 625.95
TC 626.28
TC 626.00
TC 626.56
CL
FG 626.90
TC 626.88 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 12" EXISTING WATER 12" EXISTING WATER EGEG FG FG FL 625.96
FL 625.78
FL 626.38
FL 626.06

17.00' L
FG 626.55

27.00' R
FG 626.23 1.5%

6.4%

2.2%

2.8% 1.5%

10.0%

2.0%

33.6% 1.0% 1.3%

2.1%

2.5% 1.5%

4.5% "ST-CL" LINE STATION 217+00 614 616 618 620 622 614 616 618 620 622 -50 -40 -30 -20 -10 0 10 20 30 40 50 "ST-CL" LINE STATION 217+50 614 616 618 620 622 614 616 618 620 622 -50 -40 -30 -20 -10 0 10 20 30 40 50 TC 618.75
TC 618.59 FL 618.09
FL 618.25 70' 35' 35' 70' 35' 35' R/W R/W R/W R/W
TC 618.20
TC 618.22 FL 617.72
FL 617.70 8.4' 26.6' 26.6' 8.4' 12' 23' 26.6' 8.4'

24.50' L
FG 618.41

24.50' R
FG 618.26

24.50' L
FG 617.87

24.50' R
FG 617.89
CL
FG 618.87
CL
FG 618.38 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN EG EG FGFG 0 10' 20' H: 1" = 10' 0 2' 4' V: 1" = 2' 1.5%

1.9%

2.5% 1.5% 1.5%

2.1%

2.0% 1.5%
2023-02-22 5:40 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-XSC-0301 THRU 0306.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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L C-303 41

CROSS SECTIONS
STA. 217+00 - 217+50 & STA. 241+00 RB JS

Page 226 of 511 ends

"ST-CL" LINE STATION 241+50 622 624 626 628 630 622 624 626 628 630 -50 -40 -30 -20 -10 0 10 20 30 40 50 "ST-CL" LINE STATION 242+00 622 624 626 628 630 622 624 626 628 630 -50 -40 -30 -20 -10 0 10 20 30 40 50 "ST-CL" LINE STATION 242+50 621 622 624 626 628 630 621 622 624 626 628 630 -50 -40 -30 -20 -10 0 10 20 30 40 50 "ST-CL" LINE STATION 243+00 621 622 624 626 628 630 621 622 624 626 628 630 -50 -40 -30 -20 -10 0 10 20 30 40 50 "ST-CL" LINE STATION 243+50 621 622 624 626 628 630 621 622 624 626 628 630 -50 -40 -30 -20 -10 0 10 20 30 40 50 "ST-CL" LINE STATION 244+00 621 622 624 626 628 630 621 622 624 626 628 630 -50 -40 -30 -20 -10 0 10 20 30 40 50 80' 40' R/W R/W 40' 10.92' 29.08' 29.08' 10.92' 80' 40' R/W R/W 40' 10.92' 29.08' 29.08' 10.92' 80' 40' R/W R/W 40' 10.92' 29.08' 29.08' 10.92' 80' 40' R/W R/W 40' 10.92' 29.08' 29.08' 10.92' 80' 40' R/W R/W 40' 31.54' 8.46' 80' 40' R/W R/W 40' 10.92' 29.08' 29.08' 10.92' CL
FG 626.26

27.00' L
FG 625.53

27.00' R
FG 625.72
CL
FG 626.44

27.00' L
FG 625.72

27.00' R
FG 625.84

27.00' L
FG 625.92
CL
FG 626.58

27.00' R
FG 625.80

27.00' L
FG 625.33
CL
FG 626.09

27.00' R
FG 625.55 27.00' R
FG 625.50
CL
EG 625.80

27.00' L
FG 625.22
CL
FG 626.06

27.00' R
FG 625.49
TC 626.13
TC 625.80 TC 625.60
TC 626.17
TC 625.40
TC 626.05
TC 625.32
TC 625.82
TC 625.88
TC 625.66
TC 625.88 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 12" EXISTING WATER 12" EXISTING WATER 12" EXISTING WATER 12" EXISTING WATER EGEGEG EG EG EG 10" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN FGFGFG FG EG FG 12" EXISTING WATER FL 625.36
FL 625.55 FL 625.67
FL 625.56 FL 625.76
FL 625.63
FL 625.16
FL 625.38
FL 625.37
FL 625.32
FL 625.05
0 10' 20' H: 1" = 10' 0 2' 4' V: 1" = 2' 1.5%

10.0%

2.7%

2.0%

1.8% 1.5%

10.0%

2.6%

2.2% 0.8% 1.5%

6.4%

2.4%

2.9% 1.5%

2.8%

2.0% 1.3% 1.5%

3.1%

2.1% 1.5%

1.8%

8.0%6.8% 1.6%

7.5% 1.5%
2023-02-22 5:41 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-XSC-0301 THRU 0306.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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L C-304 42

CROSS SECTIONS
STA 241+50 - STA 244+00 RB JS

Page 227 of 511 ends

"ST-CL" LINE STATION 244+50 621 622 624 626 628 630 621 622 624 626 628 630 -50 -40 -30 -20 -10 0 10 20 30 40 50 "ST-CL" LINE STATION 245+00 621 622 624 626 628 630 621 622 624 626 628 630 -50 -40 -30 -20 -10 0 10 20 30 40 50 "ST-CL" LINE STATION 245+50 621 622 624 626 628 630 621 622 624 626 628 630 -50 -40 -30 -20 -10 0 10 20 30 40 50 "ST-CL" LINE STATION 246+00 621 622 624 626 628 630 621 622 624 626 628 630 -50 -40 -30 -20 -10 0 10 20 30 40 50 "ST-CL" LINE STATION 246+50 620 622 624 626 628 620 622 624 626 628 -50 -40 -30 -20 -10 0 10 20 30 40 50 "ST-CL" LINE STATION 247+00 621 622 624 626 628 630 621 622 624 626 628 630 -50 -40 -30 -20 -10 0 10 20 30 40 50 80' 40' R/W R/W 40' 10.92' 29.08' 29.08' 10.92' 80' 40' R/W R/W 40' 10.92' 29.08' 29.08' 10.92' 80' 40' R/W R/W 40' 10.92' 29.08' 29.08' 10.92' 80' 40' R/W R/W 40' 10.92' 29.08' 24.96' 15.04' 80' 40' R/W R/W 40' 21.66' 18.34' 19.08' 20.92' 80' 40' R/W R/W 40' 10.92' 22.26' 26.05' 10.92' CL
FG 625.83

27.00' L
FG 625.00

27.00' R
FG 625.03

27.00' L
FG 625.21
CL
FG 625.91

27.00' R
FG 625.18
CL
FG 625.98

27.00' L
FG 625.15

27.00' R
FG 625.34

27.00' L
FG 625.15
CL
FG 625.75

22.56' R
FG 625.24

18.33' L
FG 625.04
CL
FG 625.57

17.00' R
FG 625.10

27.00' L
FG 624.82

27.00' R
FG 625.00
TC 625.48
TC 625.67
TC 625.54
TC 625.51
TC 625.33
TC 625.29
TC 625.16
TC 625.33
TC 625.45
TC 625.48
TC 625.57 EGEGEG EG EG EG 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN FGFGFG FG FG FG 12" EXISTING WATER 12" EXISTING WATER 12" EXISTING WATER 12" EXISTING WATER 12" EXISTING WATER FL 624.83
FL 624.86
FL 625.04
FL 625.01
FL 624.98
FL 625.17
FL 624.98
FL 625.07
FL 624.95
FL 624.66
FL 624.83
TC 626.18
CL
FG 626.18
TC 626.18 9.86'
0 10' 20' H: 1" = 10' 0 2' 4' V: 1" = 2' 1.5%

3.1%

3.0% 1.5% 1.0%

2.6%

2.7% 1.3% 1.6%

3.1%

2.4% 1.3% 1.4%

2.2%

2.3% 1.5% 1.0%

2.9%

2.8% 0.9% 1.3% 1.4%

3.4%

2.2% 1.5%

6.7% 0.4% 0.0%
2023-02-22 5:41 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-XSC-0301 THRU 0306.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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L C-305 43

CROSS SECTIONS
STA 244+50 - STA 247+00 RB JS

Page 228 of 511 ends

"ST-CL" LINE STATION 247+50 621 622 624 626 628 630 621 622 624 626 628 630 -50 -40 -30 -20 -10 0 10 20 30 40 50 "ST-CL" LINE STATION 248+00 621 622 624 626 628 630 621 622 624 626 628 630 -50 -40 -30 -20 -10 0 10 20 30 40 50 "ST-CL" LINE STATION 248+50 620 622 624 626 628 620 622 624 626 628 -50 -40 -30 -20 -10 0 10 20 30 40 50 "ST-CL" LINE STATION 249+00 620 622 624 626 628 620 622 624 626 628 -50 -40 -30 -20 -10 0 10 20 30 40 50 80' 40' R/W R/W 40' 10.92' 22.25' 22.25' 10.92' 80' 40' R/W R/W 40' 10.92' 26.92' 22.93' 10.92' 80' 40' R/W R/W 40' 10.92' 29.08' 34.14' 5.86' 80' 40' R/W R/W 40' 11' 29' 29' 11'

27.00' L
FG 624.51
CL
FG 625.17

34.14' R
FG 624.42

27.00' L
FG 624.63

27.00' R
FG 624.49

27.00' L
FG 624.77

27.00' R
FG 624.78
TC 625.10
TC 624.66
TC 624.97
TC 624.75 EG
TC 624.54 EGEG EG 12" EXISTING STORM DRAIN 12" EXISTING WATER 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN 12" EXISTING STORM DRAIN FG FG FG 12" EXISTING WATER 12" EXISTING WATER FL 624.35 FL 624.47
FL 624.32
FL 624.60
FL 624.62
TC 625.93
TC 625.79
CL
FG 625.90
CL
FG 626.01 8.31'
TC 626.05
TC 625.97 13.67'
0 10' 20' H: 1" = 10' 0 2' 4' V: 1" = 2' 1.5%

9.4%

2.4%

2.2% 1.5%

2.6%

2.0%

3.1% 1.5% 0.7%

3.1% 0.6%

2.6%

9.1% 1.5%

2.3% 0.4%

2.2%
2023-02-22 5:42 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-XSC-0301 THRU 0306.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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L C-306 44

CROSS SECTIONS
STA 247+50 - STA 249+00 RB JS

Page 229 of 511 ends

D
S 210+00 211+00 212+00 "ST-CL" 211+21.34, 28.24' LT CONFORM, EL: 612.68 FL "ST-CL" 211+31.34, 28.20' LT AP, EL: 612.86 FL "ST-CL" 211+71.33, 26.50' LT AP, EL: 612.99 FL "ST-CL" 211+23.84, 28.09' RT CONFORM, EL: 612.80 FL "ST-CL" 211+36.74, 26.50' RT GB, AP, EL: 612.99 FL "ST-CL" 211+99.87, 26.50' RT GB, EL: 613.17 FL "ST-CL" 211+21.34, 35.00' LT CONFORM, EL: 613.37 PCC "ST-CL" 211+27.26, 35.06' LT AP, EL: 613.46 BSW "ST-CL" 211+82.50, 35.00' LT AP, EL: 613.64 BSW 34' "ST-CL" 211+86.50, 30.50' LT EL: 613.38 PCC "ST-CL" 211+86.50, 26.50' LT EL: 613.08 TC EL: 613.04 FL "ST-CL" 211+82.50, 26.50' LT EL: 613.02 FL

1.5%

7.9% 0.3%
4' "ST-CL" 211+86.50, 36.42' LT AP, EL: 613.47 BSW 34' "ST-CL" 211+24.00, 37.50' RT CONFORM, EL: 613.55 PCC "ST-CL" 211+27.90, 37.50' RT CONFORM, EL: 613.58 PCC "ST-CL" 211+27.90, 40.00' RT CONFORM, EL: 613.64 BSW "ST-CL" 211+46.00, 26.50' RT EL: 613.06 TC EL: 613.02 FL "ST-CL" 211+46.00, 32.00' RT EL: 613.60 PCC "ST-CL" 211+43.00, 26.50' RT EL: 613.01 FL "ST-CL" 211+80.00, 32.00' RT EL: 613.60 PCC "ST-CL" 211+80.00, 26.50' RT EL: 613.16 TC EL: 613.12 FL "ST-CL" 211+83.00, 26.50' RT EL: 613.12 FL "ST-CL" 211+44.12, 39.97' RT EL: 613.71 BSW

5.5'

1.5%

8.8% "ST-CL" 211+99.87, 40.15' RT CONFORM, EL: 613.90 BSW "ST-CL" 211+23.84, 30.53' RT CONFORM, EL: 612.84 FC

1.6%

1.5%

1.5% S STATE ST "ST-CL" LINE "ST-CL" 211+81.84, 40.15' RT EL: 613.72 BSW "ST-CL" 209+25.13, 35.15' LT EL: 612.82 BSW "ST-CL" 209+52.15, 35.03' LT AP, EL: 612.90 BSW "ST-CL" 209+69.48, 28.28' LT CONFORM, EL: 612.26 FL "ST-CL" 209+25.13, 28.18' LT CONFORM, EL: 612.16 FL "ST-CL" 209+69.46, 39.16' LT CONFORM, EC, EL: 612.97 BSW "ST-CL" 209+57.06, 36.63' LT BC, EL: 612.91 BSW 4.8% 0.2% 0.8% 0.3% 0.3% (0.4%)

1.4% (0.3%) (0.3%) (0.2%) 0.3% L1 L2 L3
L5 "ST-CL" 210+31.93, 28.83' LT EL: 613.06 FSW "ST-CL" 210+31.93, 35.12' LT EL: 613.17 BSW "ST-CL" 210+18.68, 28.83' LT EL: 613.01 FSW "ST-CL" 210+18.68, 38.32' LT EL: 613.14 BSW "ST-CL" 210+63.28, 28.78' LT EL: 613.14 FSW "ST-CL" 210+63.30, 35.01' LT EL: 613.23 BSW "ST-CL" 209+59.55, 28.74' RT EL: 612.82 FSW "ST-CL" 209+59.47, 36.04' RT EL: 612.96 PCC "ST-CL" 210+78.65, 38.71' RT EL: 613.35 FSW "ST-CL" 210+78.65, 44.60' RT EL: 613.53 PCC "ST-CL" 210+72.59, 28.80' LT EL: 613.16 FSW "ST-CL" 210+72.58, 35.01' LT EL: 613.33 BSW "ST-CL" 211+27.45, 28.22' LT EL: 612.84 FL LINE TABLE LINE # L1L2L3L5 LENGTH 44.35 10.00 40.03 13.51 BEARING S5°11'56"E N4°59'00"W N2°45'27"W N22°32'39"W 2023-02-22 5:45 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-DET-0401 THRU 0408.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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L
0 10' 20'
N
STA 212+00 MATCH LINE SEE DWG C-402 C-401 45

ROADWAY & SIDEWALK GRADING
CONSTRUCTION DETAILS - 1 RB JS CONSTRUCTION DETAILS - 1 SCALE: 1" = 10' CONSTRUCTION DETAIL SHEET NOTES: 1. FOR GRADING DETAILS AT BULBOUT LOCATIONS SEE CONSTRUCTION DETAIL SHEETS C-409 TO C-412.

Page 230 of 511 ends

212+00 213+00 214+00 "ST-CL" 212+35.00, 6.50' LT EC, EL: 613.81 AC "ST-CL" 212+35.00, 6.50' RT BC, EL: 613.83 AC "ST-CL" 213+05.36, 26.50' LT GB, EL: 613.38 FL "ST-CL" 213+93.00, 26.50' LT GB, EL: 613.96 FL "ST-CL" 213+25.79, 26.50' RT GB, EL: 613.51 FL "ST-CL" 212+20.50, 36.56' LT AP, EL: 613.59 BSW "ST-CL" 212+24.50, 35.08' LT AP, EL: 613.76 BSW 34' "ST-CL" 212+20.50, 30.50' LT EL: 613.50 PCC "ST-CL" 212+20.50, 26.50' LT EL: 613.18 TC EL: 613.13 FL "ST-CL" 212+24.50, 26.50' LT EL: 613.15 FL

8.1%

1.5%0.3%
4' "ST-CL" 213+33.00, 26.50' LT EL: 613.63 FL "ST-CL" 213+65.00, 26.50' LT EL: 613.81 FL "ST-CL" 213+05.36, 35.08' LT CONFORM, EL: 614.00 BSW "ST-CL" 213+09.91, 34.95' LT CONFORM, EL: 613.99 BSW "ST-CL" 213+37.32, 35.03' LT AP, EL: 614.22 BSW "ST-CL" 213+62.00, 31.00' LT EL: 614.28 PCC "ST-CL" 213+92.15, 35.00' LT AP, EL: 614.57 BSW "ST-CL" 213+36.00, 26.50' LT GB, EL: 613.69 TC EL: 613.65 FL "ST-CL" 213+62.00, 26.50' LT EL: 613.83 TC EL: 613.79 FL

4.5'

1.5%

10.3% 0.5% 26' "ST-CL" 213+96.00, 26.50' LT EL: 614.04 TC EL: 613.99 FL "ST-CL" 213+36.00, 31.00' LT EL: 614.15 PCC "ST-CL" 213+96.00, 31.00' LT EL: 614.47 PCC "ST-CL" 212+10.99, 39.98' RT CONFORM, EL: 613.89 BSW "ST-CL" 213+19.81, 40.14' RT CONFORM, EL: 614.22 BSW "ST-CL" 213+25.79, 40.13' RT CONFORM, EL: 614.19 BSW

1.5%

1.3%

1.6%

1.5% S STATE ST "ST-CL" LINE "ST-CL" 212+30.00, 1.50' RT EC, EL: 613.93 AC "ST-CL" 212+30.00, 1.50' LT BC, EL: 613.93 AC "ST-CL" 212+30.00, 0.00' RT GB CROWN, EL: 613.93 AC "ST-CL" 213+85.00, 6.50' LT BC, EL: 614.61 AC "ST-CL" 213+85.00, 6.50' RT EC, EL: 614.66 AC "ST-CL" 213+90.00, 1.50' LT EC, EL: 614.78 AC "ST-CL" 213+90.00, 1.50' RT BC, EL: 614.81 AC "ST-CL" 213+90.00, 0.00' RT GB CROWN, EL: 614.81 AC "ST-CL" 213+94.25, 36.72' LT AP, EL: ??? BSW

1.5%

1.8%

1.5% 4.8% 0.3% 0.9% 0.5% 0.3% 0.9% 1.1%
C1
L7 C2 L8L9
C3
L10
C4 "ST-CL" 213+36.00, 6.50' LT GB, EL: 614.29 AC "ST-CL" 213+05.36, 6.50' LT GB, EL: 614.03 AC "ST-CL" 213+25.79, 6.50' RT GB, EL: 614.11 AC CURVE TABLE CURVE # C1 C2C3C4 LENGTH 7.85 7.85 7.85 7.85 RADIUS 5.00 5.00 5.00 5.00 DELTA 90°00'00" 90°00'00" 90°00'00" 90°00'00" LINE TABLE LINE # L7L8L9 L10 LENGTH 3.00 150.00 150.00 3.00 BEARING N84°48'12"E S5°11'48"E N5°11'48"W S84°48'12"W 2023-02-22 5:46 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-DET-0401 THRU 0408.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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L
0 10' 20'
N
STA 214+00 MATCH LINE SEE DWG C-403
STA 212+00 MATCH LINE SEE DWG C-401 C-402 46

ROADWAY & SIDEWALK GRADING
CONSTRUCTION DETAILS - 2 RB JS CONSTRUCTION DETAILS - 2 SCALE: 1" = 10'

Page 231 of 511 ends

214+00
S 215+00 216+00 "ST-CL" 215+67.40, 6.50' RT EC, EL: 616.68 AC "ST-CL" 215+88.61, 3.64' RT BC, EL: 617.01 FL "ST-CL" 214+48.00, 26.50' LT EL: 614.55 FL "ST-CL" 215+69.03, 26.50' LT GB, EL: 616.31 FL"ST-CL" 215+84.00, 26.50' LT GB, EL: 616.37 FL "ST-CL" 214+34.00, 26.50' RT GB, EL: 614.53 TC EL: 614.49 FL "ST-CL" 214+70.00, 26.50' RT GB, EL: 614.76 TC EL: 614.71 FL "ST-CL" 215+10.00, 26.50' RT GB, EL: 615.38 FL "ST-CL" 215+68.00, 26.50' RT GB, EL: 616.09 FL "ST-CL" 215+79.70, 26.50' RT GB, EL: 616.30 FL "ST-CL" 214+21.54, 36.77' LT AP, EL: 614.83 BSW "ST-CL" 214+23.36, 34.97' LT AP, EL: 614.90 BSW "ST-CL" 214+47.47, 35.15' LT AP, EL: 615.16 BSW "ST-CL" 214+49.03, 36.14' LT AP, EL: 615.15 BSW "ST-CL" 214+74.60, 36.07' LT AP, EL: 615.42 BSW "ST-CL" 214+76.28, 35.08' LT AP, EL: 615.47 BSW "ST-CL" 215+83.26, 35.08' LT AP, EL: 616.99 BSW "ST-CL" 215+85.46, 34.78' LT AP, EL: 616.96 BSW

4.5'

1.5%

9.8% 1.1% 24'
5'

1.5%

9.6% 1.1% 24' "ST-CL" 214+20.00, 26.50' LT EL: 614.29 TC EL: 614.25 FL "ST-CL" 214+23.00, 26.50' LT EL: 614.28 FL "ST-CL" 214+51.00, 26.50' LT EL: 614.63 TC EL: 614.58 FL "ST-CL" 214+75.00, 26.50' LT EL: 614.88 TC EL: 614.84 FL "ST-CL" 214+78.00, 26.50' LT GB, EL: 614.87 FL "ST-CL" 214+20.00, 31.00' LT EL: 614.73 PCC "ST-CL" 214+51.00, 31.50' LT EL: 615.10 PCC "ST-CL" 214+75.00, 31.50' LT EL: 615.37 PCC 36' "ST-CL" 214+31.00, 26.50' RT EL: 614.46 FL "ST-CL" 214+34.00, 32.00' RT EL: 615.06 PCC "ST-CL" 214+70.00, 32.00' RT EL: 615.29 PCC "ST-CL" 214+73.00, 26.50' RT EL: 614.76 FL

5.5'

1.5%

9.8% 0.6% "ST-CL" 214+84.00, 26.50' RT EL: 614.95 FL "ST-CL" 214+87.00, 26.50' RT EL: 615.04 TC EL: 615.00 FL "ST-CL" 215+07.00, 26.50' RT EL: 615.37 TC EL: 615.33 FL "ST-CL" 214+87.00, 31.00' RT EL: 615.56 PCC "ST-CL" 215+07.00, 31.00' RT EL: 615.89 PCC 20'

4.5'

1.5%

11.8% 1.7% 17'

4.5'

1.5%

11.7% 1.2% "ST-CL" 215+45.00, 26.50' RT EL: 615.81 FL "ST-CL" 215+48.00, 26.50' RT EL: 615.89 TC EL: 615.85 FL "ST-CL" 215+65.00, 26.50' RT EL: 616.10 TC EL: 616.06 FL "ST-CL" 215+48.00, 31.00' RT EL: 616.41 PCC "ST-CL" 215+65.00, 31.00' RT EL: 616.61 PCC "ST-CL" 215+68.01, 35.03' RT EL: 616.71 BSW "ST-CL" 214+84.55, 35.16' RT AP, EL: 615.58 BSW "ST-CL" 215+08.59, 35.01' RT AP, EL: 615.98 BSW "ST-CL" 215+79.70, 35.09' RT CONFORM, EL: 616.93 BSW

1.5%

1.6%

1.4%

1.5% S STATE ST "ST-CL" LINE "ST-CL" 213+90.00, 1.50' LT EC, EL: 614.78 AC "ST-CL" 213+90.00, 1.50' RT BC, EL: 614.81 AC "ST-CL" 213+90.00, 0.00' RT GB CROWN, EL: 614.81 AC "ST-CL" 214+85.00, 6.50' LT EC, EL: 615.51 AC "ST-CL" 214+85.00, 6.50' RT BC, EL: 615.52 AC "ST-CL" 214+80.00, 1.50' RT EC, EL: 615.55 AC "ST-CL" 214+80.00, 1.50' LT BC, EL: 615.55 AC "ST-CL" 214+80.00, 0.00' RT GB CROWN, EL: 615.58 AC "ST-CL" 215+41.56, 35.02' RT EL: 616.39 BSW "ST-CL" 214+69.44, 40.10' RT EL: 615.40 BSW "ST-CL" 214+34.56, 40.20' RT EL: 615.19 BSW "ST-CL" 214+76.10, 40.08' RT AP, EL: 615.51 BSW 1.1% 1.6% 0.4% 1.1% 0.9% 0.6% 1.7% 1.2% 1.8% 1.1% L4 L6 L11 C5
L12 C6 L13
C7 "ST-CL" 215+10.00, 6.50' RT GB, EL: 615.91 AC "ST-CL" 215+69.03, 6.50' LT GB, EL: 616.84 AC CURVE TABLE CURVE # C5C6C7 LENGTH 7.85 7.85 21.47 RADIUS 5.00 5.00 80.00 DELTA 90°00'00" 90°00'00" 15°22'35" LINE TABLE LINE # L4L6 L11 L12 L13 LENGTH 589.68 619.12 144.00 3.00 82.40 BEARING S5°11'48"E S5°11'48"E S5°11'48"E N84°48'12"E N5°11'48"W 2023-02-22 5:47 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-DET-0401 THRU 0408.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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L C-403 47
CONSTRUCTION DETAILS - 3 RB JS
0 10' 20'
N
STA 216+00 MATCH LINE SEE DWG C-404
STA 214+00 MATCH LINE SEE DWG C-402 C-403 47

ROADWAY & SIDEWALK GRADING
CONSTRUCTION DETAILS - 3 RB JS CONSTRUCTION DETAILS - 3 SCALE: 1" = 10'

Page 232 of 511 ends

4.67 216+00 217+00
S 218+00 "ST-CL" 215+88.61, 3.64' RT BC, EL: 617.01 FL "ST-CL" 216+11.74, 26.50' LT GB, EL: 616.67 FL "ST-CL" 217+10.00, 26.50' LT GB, EL: 617.82 FL "ST-CL" 217+61.01, 26.50' LT BC, EL: 618.37 FL "ST-CL" 217+70.80, 38.58' LT EC, EL: 618.68 FL "ST-CL" 217+63.78, 71.57' LT CONFORM, EL: 619.69 FL "ST-CL" 216+29.00, 6.50' LT BC, EL: 617.60 AC "ST-CL" 216+29.00, 4.50' LT PCC, EL: 617.63 AC "ST-CL" 216+07.79, 1.64' LT EC, EL: 617.30 AC "ST-CL" 216+37.43, 26.50' RT GB, EL: 616.94 FL "ST-CL" 216+61.00, 26.50' RT GB, EL: 617.36 TC EL: 617.31 FL "ST-CL" 217+01.00, 26.50' RT GB, EL: 617.74 FL "ST-CL" 217+21.00, 26.50' RT GB, EL: 617.83 FL "ST-CL" 217+55.86, 26.50' RT GB, BC, EL: 618.15 FL "ST-CL" 217+58.36, 25.83' RT EC, EL: 618.19 FL "ST-CL" 217+69.90, 19.17' RT BC, EL: 618.40 FL "ST-CL" 217+72.40, 18.50' RT EC, EL: 618.44 FL "ST-CL" 217+76.06, 18.50' RT GB, BC, EL: 618.50 FL "ST-CL" 217+86.04, 29.13' RT GB, EC, EL: 618.16 FL "ST-CL" 217+85.54, 37.06' RT GB, EL: 618.13 FL "ST-CL" 217+84.68, 50.82' RT CONFORM, EL: 617.86 FL "ST-CL" 216+34.65, 35.00' LT AP, EL: 617.55 BSW "ST-CL" 216+36.13, 36.21' LT AP, EL: 617.56 BSW "ST-CL" 217+57.82, 70.32' LT CONFORM, EL: 620.26 BSW 5'

1.5%

10.0% 1.2% 24' "ST-CL" 216+34.00, 26.50' LT EL: 616.93 FL "ST-CL" 216+61.56, 36.15' LT AP, EL: 617.85 BSW "ST-CL" 216+62.97, 35.08' LT AP, EL: 617.89 BSW "ST-CL" 216+37.00, 26.50' LT EL: 617.01 TC EL: 616.97 FL "ST-CL" 216+61.00, 26.50' LT EL: 617.29 TC EL: 617.25 FL "ST-CL" 216+64.00, 26.50' LT EL: 617.28 FL "ST-CL" 216+37.00, 31.50' LT EL: 617.50 PCC "ST-CL" 216+61.00, 31.50' LT EL: 617.78 PCC 23' "ST-CL" 216+58.00, 26.50' RT EL: 617.27 FL

4.33'

1.5%

10.9% 1.1% "ST-CL" 216+61.00, 30.83' RT EL: 617.81 PCC "ST-CL" 216+84.00, 30.83' RT EL: 618.06 PCC "ST-CL" 216+87.00, 26.50' RT EL: 617.59 FL "ST-CL" 216+84.00, 26.50' RT EL: 617.60 TC EL: 617.56 FL "ST-CL" 217+04.00, 26.50' RT EL: 617.79 TC EL: 617.75 FL "ST-CL" 217+18.00, 26.50' RT EL: 617.85 TC EL: 617.81 FL 14' "ST-CL" 217+04.00, 30.83' RT EL: 618.30 PCC "ST-CL" 217+18.00, 30.83' RT EL: 618.37 PCC "ST-CL" 216+37.43, 34.99' RT CONFORM, EL: 617.56 BSW "ST-CL" 217+20.85, 34.96' RT EL: 618.44 BSW "ST-CL" 217+93.35, 24.34' RT AP, CONFORM, EL: 618.47 AC S STATE ST "ST-CL" LINE

1.6%

1.5%

1.4%

1.2%

1.5% 1.4%

1.5%

1.5% "ST-CL" 216+30.00, 5.50' LT GB CROWN, EL: 617.65 AC "ST-CL" 217+00.00, 0.00' T GB CROWN, EL: 618.38 AC "ST-CL" 217+32.33, 35.09' RT CONFORM, EL: 618.54 BSW

4.33'

1.5%

12.1% 0.5% "ST-CL" 217+58.87, 65.43' LT EL: 620.11 BSW "ST-CL" 217+70.40, 40.44' LT GB, EL: 618.73 FL "ST-CL" 217+83.61, 21.94' RT GB, EL: 618.43 FL "ST-CL" 217+00.75, 34.94' RT EL: 618.35 BSW "ST-CL" 216+60.69, 34.96' RT EL: 617.87 BSW "ST-CL" 216+84.42, 34.95' RT EL: 618.13 BSW "ST-CL" 217+10.00, 35.08' LT EL: 618.44 BSW

1.3%

W MILL ST
E MILL ST 1.2% 1.0% 1.6% 1.1% 0.5% 0.9%

1.6%

0.3% 1.1% 1.1% 1.1%

3.3%

2.0%

3.6%

0.7%
L14
C8
C9
C10
L15
C11
L16
C12 L17
C13
L18 "ST-CL" 217+57.09, 35.10' LT EL: 618.94 BSW "ST-CL" 217+63.73, 42.50' LT EL: 619.33 BSW

1.5%

1.4% "ST-CL" 217+42.52, 26.50' LT GB, EL: 618.16 FL "ST-CL" 217+66.98, 28.47' LT EL: 618.45 FL"ST-CL" 217+70.12, 32.37' LT EL: 618.52 FL LINE TABLE LINE # L14 L15 L16 L17 L18 LENGTH 19.89 33.74 13.32 3.66 21.75 BEARING N20°34'23"W N72°48'00"E S35°11'48"E S5°11'48"E S88°23'24"W CURVE TABLE CURVE # C8C9 C10 C11 C12 C13 LENGTH 21.47 3.14 17.80 2.62 2.62 16.33 RADIUS 80.00 1.00 10.00 5.00 5.00 10.00 DELTA 15°22'31" 180°00'00" 102°00'12" 30°00'00" 30°00'00" 93°35'12" 2023-02-22 5:48 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-DET-0401 THRU 0408.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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L C-404 48
CONSTRUCTION DETAILS - 4 RB JS
0 10' 20'
N
STA 216+00 MATCH LINE SEE DWG C-404 C-404 48

ROADWAY & SIDEWALK GRADING
CONSTRUCTION DETAILS - 4 RB JS CONSTRUCTION DETAILS - 4 SCALE: 1" = 10'

Page 233 of 511 ends

S
D
D
D 240+00 241+00 242+00
W HENRY ST "ST-CL" 240+54.98, 47.85' LT CONFORM, EL: 626.36 FL "ST-CL" 240+55.76, 41.67' LT LP, EL: 626.29 FL "ST-CL" 240+57.54, 27.73' LT BC, EL: 626.43 FL"ST-CL" 240+67.46, 19.00' LT EC, EL: 626.45 FL "ST-CL" 240+70.46, 19.00' LT BC, EL: 626.37 FL "ST-CL" 240+87.96, 28.33' LT BC, EL: 625.95 FL "ST-CL" 240+90.46, 29.00' LT EC, EL: 625.96 FL "ST-CL" 241+73.00, 29.00' LT EL: 625.67 FL "ST-CL" 242+03.00, 29.00' LT EL: 625.55 FL "ST-CL" 242+70.00, 29.00' LT 24'

6.5%

5.5'

1.5%0.5% N STATE ST "ST-CL" LINE

10.0%

5.5'

1.5%0.4%

5.5' "ST-CL" 242+67.00, 34.50' LT "ST-CL" 242+40.00, 29.00' LT EL: 625.40 FL "ST-CL" 242+43.00, 34.50' LT EL: 625.97 PCC "ST-CL" 242+00.00, 34.50' LT EL: 626.14 PCC "ST-CL" 241+76.00, 34.50' LT EL: 626.24 PCC "ST-CL" 241+63.00, 29.00' LT EL: 625.71 FL "ST-CL" 241+58.00, 34.50' LT EL: 626.11 PCC "ST-CL" 240+95.95, 29.00' LT GB, EL: 625.98 FL "ST-CL" 241+01.00, 34.50' LT EL: 626.34 PCC "ST-CL" 242+67.00, 29.00' LT "ST-CL" 242+43.00, 29.00' LT EL: 625.43 TC EL: 625.39 FL "ST-CL" 242+00.00, 29.00' LT EL: 625.60 TC EL: 625.56 FL "ST-CL" 241+76.00, 29.00' LT EL: 625.70 TC EL: 625.66 FL "ST-CL" 241+58.00, 29.00' LT EL: 625.77 TC EL: 625.73 FL "ST-CL" 241+01.00, 29.00' LT EL: 626.00 TC EL: 625.96 FL "ST-CL" 240+40.97, 42.97' RT CONFORM, EL: 627.21 BSW "ST-CL" 240+37.16, 46.71' RT EL: 627.49 PCC "ST-CL" 240+54.14, 42.84' RT EL: 626.95 BSW "ST-CL" 240+55.65, 52.05' RT EL: 627.14 PCC "ST-CL" 241+19.40, 42.21' RT EL: 626.42 BSW "ST-CL" 242+04.22, 42.65' RT CONFORMEL: 626.22 BSW "ST-CL" 241+70.93, 41.95' RT CONFORM, EL: 626.27 BSW "ST-CL" 242+31.54, 41.75' RT CONFORM, AP, EL: 626.28 BSW "ST-CL" 242+34.07, 41.77' RT CONFORM, AP, EL: 626.28 BSW "ST-CL" 241+87.50, 29.00' RT HP, EL: 625.70 FL "ST-CL" 241+72.00, 29.00' RT LP, EL: 625.57 FL "ST-CL" 240+91.00, 29.00' RT GB, EL: 625.81 FL "ST-CL" 240+54.00, 29.00' RT GB, EL: 626.26 FL "ST-CL" 240+45.73, 29.00' RT EL: 626.53 FL "ST-CL" 240+43.20, 28.31' RT BC, EL: 626.61 FL "ST-CL" 240+90.49, 40.06' LT EL: 626.62 BSW "ST-CL" 240+63.80, 19.69' LT HP, EL: 626.54 FL "ST-CL" 240+72.96, 19.67' LT EC, EL: 626.31 FL "ST-CL" 240+85.65, 27.00' LT LP, EL: 625.94 FL "ST-CL" 240+96.00, 40.05' LT EL: 626.64 BSW "ST-CL" 241+01.00, 40.04' LT EL: 626.42 BSW "ST-CL" 241+58.00, 39.90' LT EL: 626.19 BSW "ST-CL" 241+63.02, 39.89' LT EL: 626.37 BSW "ST-CL" 240+36.46, 42.94' RT CONFORM, EL: 627.32 BSW "ST-CL" 240+91.21, 42.48' RT EL: 626.50 BSW "ST-CL" 241+92.05, 41.92' RT CONFORM, EL: 626.36 BSW "ST-CL" 241+86.48, 41.90' RT CONFORM, EL: 626.35 BSW

1.5%

1.6%

1.3%

0.7%

1.5%

1.6%

1.6% 4.2% 3.5%

1.6%

1.6% "ST-CL" 241+76.44, 41.91' RT CONFORM, EL: 626.27 BSW

1.0% 3.3%

1.0%

2.5% 1.2% 0.3% 0.3% 0.4% 0.9% 0.2%
L19
C14 L20
C15
L21
C16 L22
L23 C17 L24 LINE TABLE LINE # L19 L20 L21 L22 L23 L24 LENGTH 20.28 3.00 17.32 236.05 2.03 260.27 BEARING N80°46'59"E N1°56'35"W N31°56'35"W N1°56'35"W S28°26'57"W S1°56'35"E CURVE TABLE CURVE # C14 C15 C16 C17 LENGTH 14.44 2.62 2.62 2.65 RADIUS 10.00 5.00 5.00 5.00 DELTA 82°43'35" 30°00'00" 30°00'00" 30°23'32" 2023-02-22 5:49 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-DET-0401 THRU 0408.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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L C-405 49
CONSTRUCTION DETAILS - 5 RB JS
0 10' 20'
N
STA 242+50 MATCH LINE SEE DWG C-406 SCOTT ST C-405 49

ROADWAY & SIDEWALK GRADING
CONSTRUCTION DETAILS - 5 RB JS CONSTRUCTION DETAILS - 5 SCALE: 1" = 10'

Page 234 of 511 ends

D
D
D
S
S 243+00 244+00 "ST-CL" 242+96.34, 40.18' LT CONFORM, AP, EL: 625.85 BSW "ST-CL" 243+36.74, 38.90' LT CONFORM, EL: 625.91 BSW "ST-CL" 243+54.49, 38.87' LT CONFORM, EL: 626.05 BSW "ST-CL" 243+57.71, 38.87' LT AP, EL: 625.99 BSW "ST-CL" 243+57.69, 40.00' LT AP, EL: 626.01 BSW "ST-CL" 244+23.09, 40.23' LT CONFORM, EL: 625.62 BSW "ST-CL" 242+70.00, 29.00' LT EL: 625.28 FL "ST-CL" 242+98.50, 29.00' LT EL: 625.17 FL "ST-CL" 243+21.00, 29.00' LT LP, EL: 625.08 FL "ST-CL" 243+26.52, 29.00' LT BC, EL: 625.11 FL BEG CURB HEIGHT TRANSITION "ST-CL" 243+31.24, 30.55' LT PRC, EL: 625.14 FL "ST-CL" 243+35.96, 32.10' LT EC, EL: 625.17 FL "ST-CL" 243+54.49, 32.13' LT CONFORM, EL: 625.27 FL "ST-CL" 243+54.99, 32.13' LT BC, EL: 625.27 FL "ST-CL" 243+59.75, 30.56' LT PRC, EL: 625.24 FL "ST-CL" 243+64.50, 29.00' LT EC, EL: 625.22 FL END CURB HEIGHT TRANSITION "ST-CL" 244+27.00, 29.00' LT LP, EL: 624.92 FL "ST-CL" 243+36.74, 32.10' LT CONFORM, EL: 625.17 FL 24' 14' 22' N STATE ST "ST-CL" LINE

9.9% 1.5%0.4%

10.1%

5.5'

1.5%0.4%

5.5'

8.6%

1.5%0.5% "ST-CL" 244+01.50, 29.00' LT EL: 625.04 FL "ST-CL" 243+98.50, 34.50' LT "ST-CL" 243+73.50, 29.00' LT EL: 625.58 PCC EL: 625.18 FL "ST-CL" 243+76.50, 34.50' LT EL: 625.70 PCC "ST-CL" 242+95.50, 34.50' LT EL: 625.77 PCC "ST-CL" 242+78.50, 29.00' LT EL: 625.25 FL "ST-CL" 242+81.50, 34.50' LT EL: 625.82 PCC "ST-CL" 242+67.00, 34.50' LT EL: 625.87 PCC "ST-CL" 243+98.50, 29.00' LT EL: 625.10 TC EL: 625.06 FL "ST-CL" 243+76.50, 29.00' LT EL: 625.20 TC EL: 625.16 FL "ST-CL" 242+95.50, 29.00' LT EL: 625.22 TC EL: 625.18 FL "ST-CL" 242+81.50, 29.00' LT EL: 625.28 TC EL: 625.24 FL "ST-CL" 242+67.00, 29.00' LT EL: 625.34 TC EL: 625.29 FL "ST-CL" 244+27.09, 40.26' LT CONFORM, EL: 625.61 BSW "ST-CL" 243+17.39, 38.95' RT CONFORM, EL: 625.89 BSW "ST-CL" 243+16.19, 38.95' RT AP, EL: 625.90 BSW "ST-CL" 242+61.39, 41.92' RT CONFORM, AP, EL: 626.21 BSW "ST-CL" 243+06.03, 42.01' RT AP, EL: 626.05 BSW "ST-CL" 243+47.73, 32.17' RT EL: 625.36 FL END CURB HEIGHT TRANSITION "ST-CL" 243+47.89, 38.82' RT CONFORM, EL: 625.95 BSW "ST-CL" 243+45.74, 38.86' RT EL: 626.06 BSW "ST-CL" 243+45.56, 40.02' RT EL: 626.07 BSW "ST-CL" 243+41.21, 40.07' RT EL: 626.07 BSW "ST-CL" 243+41.21, 38.92' RT EL: 626.05 BSW "ST-CL" 243+39.74, 38.92' RT CONFORM, EL: 626.02 BSW "ST-CL" 243+56.04, 38.11' RT CONFORM, EL: 625.97 BSW "ST-CL" 243+58.00, 29.00' RT EC, EL: 625.40 FL "ST-CL" 243+51.53, 30.72' RT PRC, EL: 625.38 FL "ST-CL" 243+44.86, 32.44' RT CONFORM, BC, EL: 625.35 FL "ST-CL" 243+22.70, 32.09' RT CONFORM, EL: 625.30 FL "ST-CL" 243+21.06, 32.07' RT EC, EL: 625.31 FL "ST-CL" 243+13.69, 30.54' RT PRC, EL: 625.33 FL "ST-CL" 243+06.00, 29.00' RT BC, EL: 625.36 FL "ST-CL" 242+69.98, 40.12' LT EL: 625.94 BSW "ST-CL" 243+01.36, 38.97' LT CONFORM, AP, EL: 625.80 BSW "ST-CL" 243+33.53, 38.91' LT EL: 625.88 BSW "ST-CL" 243+26.53, 38.92' LT EL: 625.75 BSW "ST-CL" 243+21.00, 38.93' LT EL: 625.72 BSW "ST-CL" 243+44.33, 40.03' RT EL: 626.13 BSW "ST-CL" 243+66.00, 29.00' RT HP, EL: 625.43 FL "ST-CL" 243+17.50, 31.69' RT EL: 625.32 FL BEG CURB HEIGHT TRANSITION "ST-CL" 242+72.72, 41.94' RT AP, EL: 626.17 BSW "ST-CL" 242+77.69, 41.95' RT AP, EL: 626.15 BSW "ST-CL" 242+60.00, 29.00' RT GB, EL: 625.52 FL

1.5%

1.5% "ST-CL" 242+50.36, 42.68' RT CONFORM, EL: 626.29 BSW

1.5%

1.1%

1.0%

1.6% "ST-CL" 242+72.70, 49.31' RT CONFORM, EL: 626.61 PCC "ST-CL" 242+77.68, 49.30' RT CONFORM, EL: 626.62 PCC "ST-CL" 243+64.51, 40.05' LT EL: 625.89 BSW"ST-CL" 243+71.97, 40.10' LT CONFORM, EL: 625.86 BSW "ST-CL" 244+02.71, 40.20' LT CONFORM, EL: 625.66 BSW

1.7%

1.2%

1.6% "ST-CL" 244+58.81, 38.12' RT EL: 625.76 BSW "ST-CL" 243+65.99, 38.11' RT EL: 626.06 BSW

1.6%6.0%

1.5%

1.4%

1.3%3.4% SEE NOTE 1 SEE NOTE 1 0.4% 0.6% (0.6%) 0.5% 0.3% 0.2% 0.4% (0.2%) 0.4% 0.3% C18
C19L25
C20 C21 L26 L27 C22
C23 L28
C24
C25 LINE TABLE LINE # L25 L26 L27 L28 LENGTH 0.78 1.57 0.50 0.17 BEARING N2°01'01"W S1°02'38"E N2°01'01"W S1°02'38"E CURVE TABLE CURVE # C18 C19 C20 C21 C22 C23 C24 C25 LENGTH 5.07 5.06 7.89 7.57 5.10 5.09 6.97 6.77 RADIUS 8.00 8.00 20.00 20.00 8.00 8.00 13.00 13.00 DELTA 36°17'07" 36°12'41" 22°35'59" 21°42'02" 36°30'27" 36°26'01" 30°43'36" 29°49'39" 2023-02-22 5:50 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-DET-0401 THRU 0408.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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L C-406 50
CONSTRUCTION DETAILS - 6 RB JS
0 10' 20'
N
STA 244+50 MATCH LINE SEE DWG C-407
STA 242+50 MATCH LINE SEE DWG C-405 C-406 50

ROADWAY & SIDEWALK GRADING
CONSTRUCTION DETAILS - 6 RB JS CONSTRUCTION DETAILS - 6 SCALE: 1" = 10' NOTES: 1. CURB HEIGHT TRANSITIONS FROM 6-IN TO 8-IN AT EXISTING BOX CULVERT SIDEWALK CONFORM

Page 235 of 511 ends

D
D
D
S 245+00 246+00 247+00
SCOTT ST "ST-CL" 244+90.00, 29.00' LT HP, EL: 625.08 FL "ST-CL" 245+55.00, 29.00' LT LP, EL: 624.81 FL "ST-CL" 245+96.50, 29.00' LT EL: 624.99 FL "ST-CL" 246+23.61, 26.25' LT LP, BC, EL: 624.89 FL "ST-CL" 246+20.00, 28.33' LT EC, EL: 624.91 FL "ST-CL" 246+35.00, 19.67' LT BC, EL: 624.98 FL "ST-CL" 246+37.50, 19.00' LT HP, EC, EL: 624.99 FL "ST-CL" 246+44.51, 19.00' LT GB, BC, EL: 624.96 FL "ST-CL" 246+54.48, 28.29' LT EC, EL: 624.77 FL "ST-CL" 246+56.44, 55.75' LT CONFORM, EL: 624.94 FL 24' 24' N STATE ST "ST-CL" LINE

5.5'

9.7% 1.5%0.4%

9.6%

5.5'

1.5%0.5% "ST-CL" 245+93.50, 34.50' LT EL: 625.57 PCC "ST-CL" 245+69.50, 34.50' LT EL: 625.44 PCC "ST-CL" 245+66.50, 29.00' LT EL: 624.87 FL "ST-CL" 245+40.50, 29.00' LT EL: 624.87 FL "ST-CL" 245+37.50, 34.50' LT EL: 625.45 PCC "ST-CL" 245+10.50, 29.00' LT EL: 625.00 FL "ST-CL" 245+13.50, 34.50' LT EL: 625.55 PCC "ST-CL" 245+93.50, 29.00' LT EL: 625.05 TC HP, EL: 625.00 FL "ST-CL" 245+69.50, 29.00' LT EL: 624.93 TC EL: 624.89 FL "ST-CL" 245+37.50, 29.00' LT EL: 624.93 TC EL: 624.88 FL "ST-CL" 245+13.50, 29.00' LT EL: 625.03 TC EL: 624.98 FL "ST-CL" 246+84.25, 53.81' LT CONFORM, EL: 625.00 FL "ST-CL" 246+83.59, 39.46' LT BC, EL: 624.74 FL "ST-CL" 246+93.58, 29.00' LT EC, EL: 624.64 FL "ST-CL" 246+96.00, 29.00' LT LP, EL: 624.64 FL "ST-CL" 246+81.51, 29.00' RT EC, EL: 624.77 FL "ST-CL" 246+79.00, 28.33' RT BC, EL: 624.76 FL "ST-CL" 246+64.00, 19.67' RT EC, EL: 624.87 FL "ST-CL" 246+61.50, 19.00' RT BC, EL: 624.90 FL "ST-CL" 246+11.50, 19.00' RT EC, EL: 625.12 FL "ST-CL" 246+09.00, 19.67' RT BC , EL: 625.11 FL "ST-CL" 245+94.00, 28.33' RT EC, EL: 625.04 FL "ST-CL" 245+91.50, 29.00' RT BC, EL: 625.03 FL "ST-CL" 245+26.00, 29.00' RT LP, EL: 624.77 FL "ST-CL" 244+95.70, 29.00' RT GB, EL: 625.05 FL "ST-CL" 244+63.50, 29.00' RT GB, EL: 625.13 FL "ST-CL" 246+98.56, 2.76' RT PCC, EL: 625.52 AC "ST-CL" 244+90.00, 40.16' LT CONFORM, EL: 625.66 BSW "ST-CL" 245+05.88, 40.14' LT CONFORM, EL: 625.65 BSW "ST-CL" 245+39.31, 40.11' LT CONFORM, EL: 625.52 BSW "ST-CL" 245+58.62, 40.08' LT EL: 625.47 BSW

1.2%

0.7%

1.6%

1.5%"ST-CL" 246+84.04, 36.00' LT GB, EL: 624.69 FL "ST-CL" 246+83.71, 42.00' LT GB, EL: 624.78 FL "ST-CL" 246+75.39, 26.24' RT LP, EL: 624.74 FL "ST-CL" 247+09.97, 38.26' RT EL: 625.49 BSW

1.5%
5'

9.9% 0.4% 30' "ST-CL" 245+86.00, 29.00' RT EL: 625.01 FL "ST-CL" 245+52.50, 34.00' RT EL: 625.40 PCC "ST-CL" 245+82.50, 34.00' RT EL: 625.52 PCC "ST-CL" 245+82.50, 29.00' RT EL: 625.03 TC EL: 624.99 FL "ST-CL" 245+52.50, 29.00' RT EL: 624.91 TC EL: 624.87 FL "ST-CL" 245+49.50, 29.00' RT EL: 624.86 FL "ST-CL" 245+86.06, 38.29' RT CONFORM, EL: 625.66 BSW

1.5%

1.4% "ST-CL" 245+33.46, 38.14' RT CONFORM, EL: 625.44 BSW "ST-CL" 244+95.69, 38.13' RT CONFORM, EL: 625.70 BSW "ST-CL" 245+82.50, 38.27' RT EL: 625.58 BSW "ST-CL" 245+49.48, 38.17' RT EL: 625.49 BSW "ST-CL" 245+52.50, 38.18' RT EL: 625.46 BSW "ST-CL" 244+63.50, 38.13' RT EL: 625.72 BSW "ST-CL" 244+58.81, 38.12' RT EL: 625.76 BSW

1.0%

1.7% "ST-CL" 245+93.50, 40.07' LT EL: 625.65 BSW "ST-CL" 245+69.50, 40.08' LT EL: 625.53 BSW "ST-CL" 245+96.50, 40.06' LT EL: 625.64 TC/BSW 0.8% 2.0% 0.3% 0.4% 0.5% 0.4%

0.6% 0.5%

1.3%

1.5% 0.4%

1.8% 1.5%

0.4% 0.3% 0.3% 1.0% 0.4%

0.4% 0.4%

1.0% 0.3%
C26
L31 C27 L32
C28
L33
C29
L34 C30 L35 C31
L36
C32 L37
L38
C33
C34 L29 L30 "ST-CL" 246+54.86, 33.62' LT EL: 624.72 FL CURVE TABLE CURVE # C26 C27 C28 C29 C30 C31 C32 C33 C34 LENGTH 2.62 2.62 14.99 2.62 2.62 2.62 2.62 16.17 14.17 RADIUS 5.00 5.00 10.00 5.00 5.00 5.00 5.00 10.00 5.00 DELTA 30°00'00" 30°00'00" 85°54'43" 30°00'00" 30°00'00" 30°00'00" 30°00'00" 92°37'09" 162°21'10" LINE TABLE LINE # L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 LENGTH 253.00 233.50 17.32 7.00 27.53 17.32 50.00 17.32 131.86 14.37 BEARING N1°56'35"W S1°56'35"E N28°03'25"E N1°56'35"W N87°51'18"W S31°56'35"E S1°56'35"E S28°03'25"W S1°56'35"E S89°19'26"E LINE TABLE LINE # L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 LENGTH 253.00 233.50 17.32 7.00 27.53 17.32 50.00 17.32 131.86 14.37 BEARING N1°56'35"W S1°56'35"E N28°03'25"E N1°56'35"W N87°51'18"W S31°56'35"E S1°56'35"E S28°03'25"W S1°56'35"E S89°19'26"E 2023-02-22 5:50 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-DET-0401 THRU 0408.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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L
0 10' 20'
N
STA 244+50 MATCH LINE SEE DWG C-407
STA 244+50 MATCH LINE SEE DWG C-406 C-407 51

ROADWAY & SIDEWALK GRADING
CONSTRUCTION DETAILS - 7 RB JS CONSTRUCTION DETAILS - 7 SCALE: 1" = 10'

Page 236 of 511 ends

14.00 11.50

12.00 10.00
S
S
S 247+00 248+00 249+00
NORTON ST N STATE ST "ST-CL" LINE

9.9%

5.5'

1.5% 0.2% "ST-CL" 248+75.03, 32.20' LT EC, CONFORM, EL: 624.28 FL 24' 14' 6' "ST-CL" 248+48.00, 29.00' LT EL: 624.35 FL "ST-CL" 247+38.50, 29.00' LT EL: 624.63 FL "ST-CL" 247+35.50, 34.50' LT EL: 625.22 PCC "ST-CL" 247+08.50, 29.00' LT HP, EL: 624.70 FL "ST-CL" 247+11.50, 34.50' LT EL: 625.27 PCC "ST-CL" 248+65.00, 29.00' LT EL: 624.35 TC EL: 624.31 FL "ST-CL" 247+35.50, 29.00' LT EL: 624.68 TC EL: 624.64 FL "ST-CL" 247+11.50, 29.00' LT EL: 624.74 TC EL: 624.70 FL "ST-CL" 247+47.89, 39.99' LT CONFORM, EL: 625.18 BSW"ST-CL" 247+64.16, 40.04' LT CONFORM, EL: 625.17 BSW "ST-CL" 248+75.03, 41.25' LT CONFORM, EL: 625.01 BSW "ST-CL" 248+27.71, 41.24' LT EL: 625.08 BSW "ST-CL" 248+27.71, 40.18' LT EL: 625.07 BSW "ST-CL" 248+19.36, 34.84' RT EC, EL: 624.23 FL "ST-CL" 248+13.36, 29.00' RT BC, EL: 624.26 FL "ST-CL" 247+08.50, 29.00' RT HP, EL: 624.86 FL "ST-CL" 246+81.51, 29.00' RT "ST-CL" 246+79.00, 28.33' RT "ST-CL" 248+17.54, 47.91' RT BC, CONFORM, EL: 624.02 FL "ST-CL" 248+57.47, 49.60' RT CONFORM, EC, EL: 624.27 FL "ST-CL" 248+55.45, 45.13' RT PRC, EL: 624.29 FL "ST-CL" 248+53.44, 40.80' RT BC, EL: 624.30 FL "ST-CL" 248+53.40, 39.26' RT BC, EL: 624.30 FL "ST-CL" 248+63.40, 29.00' RT EC, EL: 624.35 FL "ST-CL" 248+66.01, 29.00' RT BC, HP, EL: 624.36 FL "ST-CL" 248+70.15, 30.65' RT PRC, EL: 624.31 FL "ST-CL" 248+75.03, 32.31' RT CONFORM, EL: 624.24 FL "ST-CL" 248+68.00, 29.00' LT BC, EL: 624.30 FL "ST-CL" 247+71.73, 7.00' LT BC, EL: 625.32 AC "ST-CL" 247+97.50, 7.00' RT EC, EL: 625.10 AC "ST-CL" 247+25.85, 7.00' RT BC, EL: 625.40 FL "ST-CL" 247+00.08, 7.00' LT EC, EL: 625.51 AC "ST-CL" 247+99.02, 2.77' LT PCC, EL: 625.25 AC "ST-CL" 248+69.97, 29.61' LT EC, EL: 624.29 FL "ST-CL" 248+72.87, 31.59' LT BC, EL: 624.29 FL "ST-CL" 248+51.00, 29.00' LT EL: 624.38 TC EL: 624.34 FL

1.6%

1.5%

9.3% "ST-CL" 248+68.00, 41.25' LT EL: 624.98 BSW "ST-CL" 248+51.00, 41.25' LT EL: 625.03 BSW "ST-CL" 247+99.48, 40.10' LT EL: 625.13 BSW "ST-CL" 248+17.97, 40.15' LT EL: 625.09 BSW

1.4%

0.7%

1.1%

1.5% "ST-CL" 248+74.26, 32.31' RT EC, EL: 624.25 FL "ST-CL" 248+19.52, 41.00' RT EC, EL: 624.21 FL "ST-CL" 248+18.53, 44.45' RT PRC, EL: 624.11 FL "ST-CL" 248+06.50, 29.00' RT GB, EL: 624.28 FL "ST-CL" 246+75.39, 26.24' RT

1.5%

5.5'

8.3% 0.8%18'

0.8%

1.5% "ST-CL" 248+00.50, 29.00' RT EL: 624.32 FL "ST-CL" 247+97.50, 29.00' RT EL: 624.38 TC EL: 624.34 FL "ST-CL" 247+79.50, 29.00' RT EL: 624.48 TC EL: 624.44 FL "ST-CL" 247+76.50, 29.00' RT EL: 624.46 FL

1.5%

5.5'

9.1% 0.6%18' "ST-CL" 247+54.00, 29.00' RT EL: 624.59 FL "ST-CL" 247+51.00, 29.00' RT EL: 624.65 TC EL: 624.61 FL "ST-CL" 247+33.00, 29.00' RT EL: 624.76 TC EL: 624.72 FL "ST-CL" 247+30.00, 29.00' RT EL: 624.73 FL

1.3%

1.5% "ST-CL" 247+33.00, 34.50' RT EL: 625.25 PCC "ST-CL" 247+51.00, 34.50' RT EL: 625.14 PCC "ST-CL" 247+25.54, 38.36' RT AP, EL: 625.40 BSW "ST-CL" 247+33.00, 42.31' RT AP, EL: 625.37 BSW "ST-CL" 247+51.00, 42.35' RT AP, EL: 625.26 BSW "ST-CL" 247+55.20, 38.27' RT AP, EL: 625.22 BSW "ST-CL" 247+77.28, 38.30' RT AP, EL: 625.09 BSW "ST-CL" 247+76.05, 38.21' RT AP, EL: 625.09 BSW "ST-CL" 247+84.51, 42.30' RT AP, EL: 625.03 BSW "ST-CL" 247+09.97, 38.26' RT EL: 625.49 BSW0.5% 0.3% 0.3% 0.6% 0.3%

2.5%

1.2%

0.3% L39 L40
C35 L41
C36
C37
C38
L42 C39
C40 C41
L43C42 L44
C43
C44
L45 C45 L46
C46
C47 L47 LINE TABLE LINE # L39 L40 L41 L42 L43 L44 L45 L46 L47 LENGTH 174.42 71.65 71.65 6.16 3.51 0.18 1.54 2.61 0.76 BEARING N1°56'35"W S1°56'35"E N1°56'35"W S86°34'35"W N36°17'18"W N1°56'48"W S86°34'35"W N1°56'35"W N1°44'22"W CURVE TABLE CURVE # C35 C36 C37 C38 C39 C40 C41 C42 C43 C44 C45 C46 C47 LENGTH 27.72 27.72 14.17 9.27 3.65 3.64 2.10 2.10 4.89 4.91 15.97 4.56 4.54 RADIUS 90.00 90.00 5.00 6.00 6.00 6.00 3.50 3.50 6.00 6.00 10.00 6.00 6.00 DELTA 17°38'50" 17°38'47" 162°21'10" 88°31'10" 34°51'06" 34°44'37" 34°20'10" 34°20'30" 46°40'39" 46°54'54" 91°28'50" 43°34'36" 43°22'22" 2023-02-22 5:51 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-DET-0401 THRU 0408.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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L
0 10' 20'
N
STA 247+00 MATCH LINE SEE DWG C-407 C-408 52

ROADWAY & SIDEWALK GRADING
CONSTRUCTION DETAILS - 8 RB JS CONSTRUCTION DETAILS - 8 SCALE: 1" = 10'

Page 237 of 511 ends

S "ST-CL" 208+79.71, 51.88' RT BC, CONFORM, EL: 611.27 FL "ST-CL" 208+99.33, 28.13' RT EC, EL: 611.89 FL "ST-CL" 208+98.14, 34.61' RT EL: 612.26 PCC "ST-CL" 208+93.33, 35.96' RT EL: 612.20 PCC "ST-CL" 208+87.16, 45.37' RT EL: 612.01 PCC "ST-CL" 208+80.24, 42.24' RT EL: 611.44 TC/FL "ST-CL" 208+82.30, 37.68' RT EL: 611.50 TC/FL "ST-CL" 208+91.57, 29.70' RT EL: 611.79 TC/FL "ST-CL" 208+96.38, 28.35' RT EL: 611.85 TC/FL "ST-CL" 208+91.13, 58.48' RT CONFORM, EL: 611.81 PCC "ST-CL" 209+19.06, 44.68' RT CONFORM, EL: 612.58 PCC "ST-CL" 208+89.22, 40.81' RT EL: 612.07 PCC "ST-CL" 209+20.59, 28.11' RT CONFORM, EL: 612.49 FL "ST-CL" 209+19.04, 28.69' RT CONFORM, EL: 612.65 PCC

7.3%

6.2% 8.4%

5.7%

8.3%

7.8%

1.0%

0.6%

1.3%

1.0%

1.2%

4.2%

4.8%

1.2%

8.3% 8.3%

8.2% "ST-CL" 208+86.66, 32.67' RT EL: 612.07 TC EL: 611.65 FL "ST-CL" 208+87.32, 32.15' RT EL: 612.09 TC EL: 611.67 FL "ST-CL" 208+78.40, 41.41' RT EL: 611.52 LG "ST-CL" 208+80.46, 36.85' RT EL: 611.58 LG "ST-CL" 208+91.02, 27.76' RT EL: 611.89 LG "ST-CL" 208+99.33, 28.13' RT EC, EL: 611.89 FL "ST-CL" 208+95.84, 26.41' RT EL: 611.94 LG "ST-CL" 209+03.13, 28.12' RT EL: 611.94 FL "ST-CL" 208+79.38, 47.12' RT EL: 611.35 FL

1.7%

1.5%
5'
5'
3' (TYP) (0.4%)
(3.6%) 1.3%

1.7%

2.3% "ST-CL" 209+07.23, 58.84' RT CONFORM, EL: 612.05 PCC "ST-CL" 208+96.62, 51.03' RT CONFORM, EL: 612.05 PCC S
S "ST-CL" 208+32.34, 39.83' RT EC, EL: 612.00 FL "ST-CL" 208+31.18, 36.85' RT EL: 612.01 TC/FL "ST-CL" 208+28.35, 33.75' RT EL: 612.03 TC/FL"ST-CL" 208+33.36, 34.86' RT EL: 612.14 LG "ST-CL" 208+30.53, 31.76' RT EL: 612.15 LG "ST-CL" 208+14.84, 49.98' RT CONFORM, EL: 612.78 PCC

7.3%

4.2%

0.5%

1.4%

7.1%

7.2%

8.3%

8.3% "ST-CL" 208+22.55, 31.90' RT BC, EL: 612.47 TC EL: 612.05 FL 1.6%

1.7% "ST-CL" 208+22.96, 38.68' RT EL: 612.54 PCC "ST-CL" 208+25.80, 41.78' RT EL: 612.56 PCC "ST-CL" 208+07.12, 31.78' RT CONFORM, EL: 612.11 FL "ST-CL" 208+34.48, 49.96' RT CONFORM, EL: 611.96 FL "ST-CL" 208+14.90, 31.90' RT EL: 612.08 FL

0.6% "ST-CL" 208+14.90, 41.83' RT CONFORM, EL: 612.63 PCC

1.8% "ST-CL" 208+32.98, 42.87' RT EL: 611.99 FL

4.2' (MIN)
3' (TYP) (0.1%)
(1.7%) 0.4%

0.4%
2023-02-22 8:29 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-DET-0409 THRU 0412.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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L C-409 53

CURB RAMPS
CONSTRUCTION DETAILS - 9 RB JS
2 NE CORNER OF S STATE STREET AND E GOBBI STREET SCALE: 1" = 5'-0"1 SE CORNER OF S STATE STREET AND E GOBBI STREET SCALE: 1" = 5'-0" 0 10' 20'
N
0 10' 20'
N

S STATE ST

E GOBBI ST S STATE ST

E GOBBI ST

Page 238 of 511 ends

"ST-CL" 217+55.86, 26.50' RT BC, EL: 618.15 FL "ST-CL" 217+58.36, 25.83' RT EC, EL: 618.19 FL "ST-CL" 217+69.90, 19.17' RT BC, EL: 618.40 FL "ST-CL" 217+72.40, 18.50' RT EC, EL: 618.44 FL "ST-CL" 217+76.06, 18.50' RT HP, BC, EL: 618.50 FL "ST-CL" 217+86.04, 29.13' RT EC, EL: 618.16 FL "ST-CL" 217+85.54, 37.06' RT GB, EL: 618.13 FL "ST-CL" 217+84.68, 50.82' RT CONFORM, EL: 617.86 FL "ST-CL" 217+69.85, 35.16' RT CONFORM, EL: 618.87 PCC "ST-CL" 217+76.86, 35.24' RT CONFORM, EL: 618.75 PCC "ST-CL" 217+79.34, 36.67' RT CONFORM, EL: 618.72 PCC "ST-CL" 217+78.57, 50.44' RT CONFORM, EL: 618.42 PCC "ST-CL" 217+74.00, 27.08' RT AP, EL: 618.78 PCC "ST-CL" 217+75.46, 24.96' RT EL: 618.75 TC/PCC

3.8% 0.8%

4.1%

4.2% 8.3% 1.2%

8.3% "ST-CL" 217+79.49, 19.11' RT EL: 618.47 FL"ST-CL" 217+84.77, 20.25' RT EL: 618.52 LG

0.8% 1.2% 1.5%
???

0.4% 1.5% "ST-CL" 217+79.58, 27.79' RT EL: 618.72 PCC "ST-CL" 217+80.65, 17.42' RT EL: 618.55 LG "ST-CL" 217+83.61, 21.94' RT EL: 618.43 TC/FL "ST-CL" 217+86.04, 27.88' RT EL: 618.20 FL "ST-CL" 217+54.26, 35.14' RT CONFORM, EL: 618.76 PCC "ST-CL" 217+69.85, 27.08' RT EL: 618.84 PCC 1.1% 3' (TYP)
5' 0.9%

1.6%

3.5%

0.3%

2.0% "ST-CL" 217+66.94, 28.45' LT GB, EL: 618.45 TC/FL "ST-CL" 217+70.14, 32.41' LT GB, EL: 618.52 TC/FL "ST-CL" 217+70.80, 38.58' LT EC, EL: 618.68 FL "ST-CL" 217+61.01, 26.50' LT BC, EL: 618.37 FL "ST-CL" 217+42.52, 26.50' LT GB, EL: 618.16 FL

6.6%

4.2% "ST-CL" 217+61.34, 33.52' LT EL: 618.96 PCC "ST-CL" 217+57.10, 35.08' LT AP, EL: 618.95 BSW "ST-CL" 217+63.74, 42.50' LT AP, EL: 619.34 BSW

1.5%

1.2%

1.5%

1.2% "ST-CL" 217+68.46, 27.09' LT EL: 618.53 LG"ST-CL" 217+71.69, 31.02' LT EL: 618.60 LG "ST-CL" 217+69.69, 43.76' LT GB, EL: 618.75 FL "ST-CL" 217+67.66, 43.33' LT EL: 619.28 PCC "ST-CL" 217+42.52, 35.08' LT EL: 618.78 BSW

4.2'
3' (TYP)

5.1' 1.0%

6.7%

3.3%

8.7% "ST-CL" 217+64.68, 37.24' LT EL: 619.04 PCC "ST-CL" 217+66.87, 39.70' LT EL: 619.27 PCC "ST-CL" 217+68.35, 40.01' LT EL: 619.25 PCC

7.4% "ST-CL" 217+58.21, 36.32' LT EL: 619.01 BSW "ST-CL" 217+61.55, 40.04' LT EL: 619.09 BSW "ST-CL" 217+70.40, 40.44' LT GB, EL: 618.73 FL 1.1% 1.1%

3.3%

1.5%

0.9%
D "ST-CL" 240+57.62, 27.24' LT EL: 626.44 FL "ST-CL" 240+56.85, 33.19' LT EL: 626.38 TC/FL "ST-CL" 240+55.63, 26.99' LT EL: 626.52 LG "ST-CL" 240+54.86, 32.94' LT EL: 626.46 LG "ST-CL" 240+67.46, 19.00' LT EC, EL: 626.45 FL "ST-CL" 240+65.05, 28.19' LT EL: 626.83 TC/PCC "ST-CL" 240+64.29, 34.14' LT EL: 626.90 PCC "ST-CL" 240+54.97, 47.85' LT CONFORM, EL: 626.40 FL "ST-CL" 240+62.70, 49.00' LT CONFORM, AP, EL: 627.03 BSW "ST-CL" 240+64.02, 40.13' LT AP, EL: 626.95 BSW

5.9%

4.2%

1.0%

6.1%

0.9%

1.8%

1.7%

1.2% "ST-CL" 240+57.54, 27.73' LT BC, EL: 626.43 TC/FL

8.3%

1.7% "ST-CL" 240+55.76, 41.67' LT LP, EL: 626.29 FL "ST-CL" 240+56.21, 38.15' LT EL: 626.33 FL "ST-CL" 240+70.46, 19.00' LT BC, EL: 626.37 FL "ST-CL" 240+72.96, 19.67' LT EC, EL: 626.31 FL "ST-CL" 240+63.80, 19.69' LT HP, EL: 626.54 FL "ST-CL" 240+85.65, 27.00' LT LP, EL: 625.94 FL CL CURB OPENING "ST-CL" 240+87.96, 28.33' LT BC, EL: 625.95 FL "ST-CL" 240+90.46, 29.00' LT EC, EL: 625.96 FL "ST-CL" 240+72.83, 29.18' LT BC, EL: 626.72 TC/PCC "ST-CL" 240+79.16, 29.58' LT EC, EL: 626.63 TC/PCC

1.5% "ST-CL" 240+86.81, 29.58' LT AP, EL: 626.51 TC/PCC "ST-CL" 240+63.61, 42.85' LT EL: 626.92 BSW "ST-CL" 240+90.49, 40.06' LT EL: 626.62 BSW "ST-CL" 240+95.01, 40.05' LT EL: 626.63 BSW "ST-CL" 240+58.04, 25.64' LT EL: 626.46 FL CL CURB OPENING 3' (TYP)
6'

1.0%

2.5%

0.4% 0.2%
2023-02-22 8:30 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-DET-0409 THRU 0412.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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L C-410 54

CURB RAMPS
CONSTRUCTION DETAILS - 10 RB JS
4 SE CORNER OF S STATE STREET AND E MILL STREET SCALE: 1" = 5'-0" 0 10' 20'
N
3 SW CORNER OF S STATE STREET AND W MILL STREET SCALE: 1" = 5'-0" 0 10' 20'
N
5 NW CORNER OF N STATE STREET AND W HENRY STREET SCALE: 1" = 5'-0" 0 10' 20'
N

S STATE ST

W MILL ST

E MILL ST

S STATE ST

W HENRY ST

N STATE ST

Page 239 of 511 ends

D "ST-CL" 246+45.22, 19.03' LT EL: 624.96 TC/FL "ST-CL" 246+54.48, 28.29' LT EC, EL: 624.77 FL "ST-CL" 246+39.22, 19.00' LT EL: 624.99 FL "ST-CL" 246+37.50, 19.00' LT EC, HP, EL: 624.99 FL "ST-CL" 246+35.00, 19.67' LT BC, EL: 624.98 FL "ST-CL" 246+20.00, 28.33' LT EC, EL: 624.91 FL "ST-CL" 246+17.50, 29.00' LT BC, EL: 624.92 FL "ST-CL" 246+51.05, 21.44' LT EL: 624.87 FL "ST-CL" 246+39.22, 29.58' LT AP, EL: 625.45 TC/PCC "ST-CL" 246+33.29, 40.03' LT AP, EL: 625.55 BSW "ST-CL" 246+44.51, 19.00' LT BC, EL: 624.96 TC/FL "ST-CL" 246+39.22, 17.00' LT EL: 625.07 LG "ST-CL" 246+45.22, 17.05' LT EL: 625.04 LG

7.5% 0.4%

6.3%

4.2%

8.3%

1.1%

1.6% 7.5%

1.5%

7.8% 4.2%

8.3% 8.3%

1.4%

8.4% "ST-CL" 246+55.03, 36.00' LT EL: 624.74 TC/FL "ST-CL" 246+55.46, 42.00' LT EL: 624.83 TC/FL "ST-CL" 246+55.92, 48.44' LT EL: 624.92 FL "ST-CL" 246+57.04, 36.00' LT EL: 624.82 LG "ST-CL" 246+57.47, 42.00' LT EL: 624.92 LG "ST-CL" 246+46.68, 36.00' LT EL: 625.39 PCC "ST-CL" 246+46.68, 42.00' LT EL: 625.43 PCC "ST-CL" 246+50.61, 53.61' LT AP, EL: 625.52 BSW "ST-CL" 246+50.79, 56.16' LT CONFORM, EL: 625.58 BSW "ST-CL" 246+56.44, 55.75' LT CONFORM, EL: 624.94 FL "ST-CL" 246+23.61, 26.25' LT LP, EL: 624.89 FL CL CURB OPENING "ST-CL" 246+22.03, 29.58' LT AP, EL: 625.42 TC/PCC "ST-CL" 246+54.86, 33.62' LT LP, EL: 624.70 FL "ST-CL" 246+55.86, 47.60' LT GB, EL: 624.91 FL "ST-CL" 246+45.22, 25.10' LT EL: 625.41 PCC "ST-CL" 246+39.22, 25.10' LT EL: 625.44 TC/PCC "ST-CL" 246+54.60, 29.97' LT EL: 624.75 FL

0.5% "ST-CL" 246+17.51, 40.04' LT EL: 625.58 BSW 1.7%

1.4% 6'
3' (TYP)
6' 3' (TYP) 0.4%

0.6% 0.5%

1.3%

0.4% (1.0%)
D
S "ST-CL" 245+91.50, 29.00' RT BC, EL: 625.03 FL "ST-CL" 245+94.00, 28.33' RT EC, EL: 625.04 FL "ST-CL" 246+09.00, 19.67' RT BC, EL: 625.11 FL "ST-CL" 246+11.50, 19.00' RT EC, HP, EL: 625.12 FL "ST-CL" 246+46.22, 29.58' RT AP, EL: 625.37 TC/PCC "ST-CL" 246+38.24, 19.00' RT EL: 625.00 FL "ST-CL" 246+46.21, 19.00' RT EL: 624.97 FL "ST-CL" 246+38.22, 17.00' RT EL: 625.08 LG "ST-CL" 246+46.22, 17.00' RT EL: 625.05 LG "ST-CL" 246+61.50, 19.00' RT BC, EL: 624.90 FL "ST-CL" 246+64.00, 19.67' RT EC, EL: 624.87 FL "ST-CL" 246+79.00, 28.33' RT BC, EL: 624.76 FL "ST-CL" 246+81.50, 29.00' RT EC, EL: 624.77 FL

4.5%

4.2% 0.4%

1.3% 0.3% "ST-CL" 246+75.39, 26.24' RT LP, EL: 624.74 FL CL CURB OPENING "ST-CL" 246+38.22, 24.58' RT EL: 625.33 TC/PCC "ST-CL" 246+46.22, 24.58' RT EL: 625.30 TC/PCC "ST-CL" 245+96.02, 29.58' RT AP, EL: 625.51 TC/PCC "ST-CL" 246+38.22, 29.58' RT AP, EL: 625.39 TC/PCC "ST-CL" 246+76.98, 29.58' RT AP, EL: 625.28 TC/PCC

0.9%

1.5%

8.3%

8.3% "ST-CL" 246+34.67, 38.21' RT CONFORM, EL: 625.50 BSW "ST-CL" 246+81.47, 38.21' RT EL: 625.40 BSW "ST-CL" 247+04.79, 38.27' RT EL: 625.48 BSW

1.3% "ST-CL" 245+86.06, 38.29' RT CONFORM, EL: 625.66 BSW "ST-CL" 245+97.18, 26.49' RT EL: 625.05 FL CL CURB OPENING "ST-CL" 246+35.64, 19.00' RT EL: 625.01 FL CL CURB OPENING "ST-CL" 246+24.57, 19.00' RT EL: 625.06 FL CL CURB OPENING "ST-CL" 246+64.86, 20.17' RT EL: 624.86 FL CL CURB OPENING "ST-CL" 246+48.81, 19.00' RT EL: 624.95 FL 3' (TYP) CL CURB OPENING 8' 0.4%

0.4% 0.4%

1.0% 0.3%
D "ST-CL" 246+83.71, 42.00' LT EL: 624.78 TC/FL "ST-CL" 246+81.71, 42.00' LT EL: 624.86 LG "ST-CL" 246+81.96, 36.00' LT EL: 624.78 LG "ST-CL" 246+84.04, 36.00' LT EL: 624.69 TC/FL "ST-CL" 246+83.59, 39.46' LT BC, EL: 624.74 TC/FL "ST-CL" 246+93.58, 29.00' LT EC, EL: 624.64 FL "ST-CL" 246+91.09, 36.00' LT EL: 625.22 PCC "ST-CL" 246+91.09, 42.00' LT EL: 625.31 PCC "ST-CL" 246+84.03, 49.02' LT EL: 624.91 FL "ST-CL" 246+87.30, 31.21' LT EL: 624.67 FL "ST-CL" 246+84.25, 53.81' LT CONFORM, EL: 625.00 FL "ST-CL" 246+90.27, 53.54' LT CONFORM, EL: 625.53 BSW "ST-CL" 246+90.09, 51.54' LT AP, EL: 625.48 BSW "ST-CL" 247+00.12, 40.06' LT AP, EL: 625.31 BSW 7.1%

1.5%4.1%

1.5%

1.2%8.9% "ST-CL" 246+96.00, 29.00' LT LP, EL: 624.64 FL "ST-CL" 247+08.50, 29.00' LT HP, EL: 624.70 FL "ST-CL" 247+09.69, 40.05' LT EL: 625.36 BSW

1.4%

8.2%

8.4% 3' (TYP)
6'

1.8% 1.5%

0.3% 0.5% 0.3%
(0.9%)
2023-02-22 8:31 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-DET-0409 THRU 0412.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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L C-411 55

CURB RAMPS
CONSTRUCTION DETAILS - 11 RB JS
6 SW CORNER OF N STATE STREET AND SCOTT STREET SCALE: 1" = 5'-0"8 EAST SIDE OF N STATE STREET AND SCOTT STREET SCALE: 1" = 5'-0" 7 NW CORNER OF N STATE STREET AND SCOTT STREET SCALE: 1" = 10'-0" 0 10' 20'
N
0 10' 20'
N
0 10' 20'
N

SCOTT ST

N STATE ST

SCOTT ST

N STATE ST

Page 240 of 511 ends

S "ST-CL" 248+13.36, 29.00' RT BC, EL: 624.26 FL "ST-CL" 248+06.53, 29.05' RT EL: 624.29 TC/FL "ST-CL" 248+06.50, 36.00' RT EL: 624.80 PCC "ST-CL" 248+06.50, 41.00' RT EL: 624.86 PCC "ST-CL" 248+12.45, 48.01' RT CONFORM, EL: 624.56 BSW "ST-CL" 248+06.38, 42.40' RT AP, EL: 624.87 BSW "ST-CL" 248+19.39, 36.00' RT EL: 624.22 FL "ST-CL" 248+21.52, 41.00' RT EL: 624.29 LG 1.1% "ST-CL" 248+19.36, 34.84' RT EC, EL: 624.23 FL "ST-CL" 248+11.50, 29.00' RT EL: 624.27 FL "ST-CL" 248+11.50, 27.00' RT EL: 624.35 LG "ST-CL" 248+06.50, 27.00' RT EL: 624.37 LG "ST-CL" 248+00.50, 29.00' RT EL: 624.32 FL "ST-CL" 248+11.50, 41.00' RT EL: 624.81 PCC "ST-CL" 248+17.54, 47.90' RT BC, CONFORM, EL: 624.02 FL "ST-CL" 248+18.53, 44.45' RT PRC, EL: 624.11 FL "ST-CL" 248+19.52, 41.00' RT EC, EL: 624.21 TC/FL "ST-CL" 248+17.78, 46.07' RT EL: 624.07 FL "ST-CL" 248+21.39, 36.00' RT EL: 624.31 LG

8.3%

4.2% 8.3% 4.2% 6.9% 8.3% 1.1% 3.4%

1.5% 8.2% 6.7% 7.1%

7.3% "ST-CL" 248+08.44, 44.29' RT EL: 624.80 BSW 1.0% "ST-CL" 248+11.50, 36.00' RT EL: 624.78 TC/PCC 0.4%

0.3% 3' (TYP) 5'
5'
3' (TYP) 0.6% 0.3%

2.5%
(1.2%) "ST-CL" 248+53.86, 36.00' RT EL: 624.31 FL "ST-CL" 248+57.47, 49.60' RT CONFORM, EL: 624.27 FL "ST-CL" 248+52.30, 36.00' RT EL: 624.37 LG "ST-CL" 248+51.95, 41.00' RT EL: 624.36 LG 7.0%

0.5%

0.3%

0.2%8.3%

0.8%

0.7% 0.8%

1.5% "ST-CL" 248+61.16, 41.00' RT EL: 624.84 PCC "ST-CL" 248+66.16, 36.00' RT EL: 624.90 PCC "ST-CL" 248+61.19, 36.02' RT EL: 624.86 TC/PCC "ST-CL" 248+62.31, 47.93' RT AP, EL: 624.76 BSW "ST-CL" 248+72.03, 38.13' RT AP, EL: 625.04 BSW "ST-CL" 248+75.03, 38.15' RT CONFORM, EL: 625.06 BSW "ST-CL" 248+75.03, 32.31' RT CONFORM, EL: 624.24 FL "ST-CL" 248+62.36, 49.47' RT CONFORM, EL: 624.75 BSW "ST-CL" 248+57.47, 49.44' RT EC, EL: 624.27 FL "ST-CL" 248+55.45, 45.13' RT PRC, EL: 624.29 FL "ST-CL" 248+53.44, 40.80' RT BC, EL: 624.30 TC/FL "ST-CL" 248+53.45, 41.00' RT EL: 624.30 TC/FL "ST-CL" 248+53.40, 39.26' RT BC, EL: 624.30 TC/FL "ST-CL" 248+56.19, 45.91' RT EL: 624.28 FL 1.1% 8.1% 4.1% 8.3%

8.1%

8.2% "ST-CL" 248+63.40, 29.00' RT EC, EL: 624.35 FL "ST-CL" 248+66.01, 29.00' RT BC, HP, EL: 624.36 FL "ST-CL" 248+74.26, 32.31' RT EC, EL: 624.25 FL "ST-CL" 248+70.15, 30.65' RT PRC, EL: 624.98 TC EL: 624.31 FL 3' (TYP) 5' 0.3% 1.2% (0.2%)
(0.1%) "ST-CL" 247+99.50, 29.00' LT EL: 624.47 FL "ST-CL" 248+06.00, 29.00' LT EL: 624.46 FL "ST-CL" 248+06.00, 27.00' LT EL: 624.54 LG "ST-CL" 248+12.00, 27.00' LT EL: 624.53 LG "ST-CL" 248+05.99, 35.13' LT EL: 624.92 PCC "ST-CL" 248+11.99, 35.13' LT EL: 624.91 PCC "ST-CL" 248+18.00, 29.00' LT EL: 624.43 FL

8.3% 7.2% 7.3%

4.1%

8.3% "ST-CL" 248+12.00, 29.00' LT EL: 624.44 LG

1.5%

1.6%

1.5% "ST-CL" 247+99.48, 40.10' LT EL: 625.13 BSW "ST-CL" 248+17.97, 40.15' LT EL: 625.09 BSW

7.5% "ST-CL" 248+05.99, 40.12' LT EL: 624.99 BSW "ST-CL" 248+11.99, 40.13' LT EL: 624.98 BSW "ST-CL" 248+27.71, 41.24' LT EL: 625.08 BSW "ST-CL" 248+27.71, 40.18' LT EL: 625.07 BSW 2.2% 1.8% 6' 3' (TYP) 0.3%
2023-02-22 8:32 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-DET-0409 THRU 0412.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 - PHASE II 107
C87192
9/30/23
No.

Exp. SI GER ET RED PROFESSIONA L ENGI NEER STAT E OF CA L I FOR N AI C I V I L EJ R EMY M. S C HMA L C-412 56

CURB RAMPS
CONSTRUCTION DETAILS- 12 RB JS 10 SE CORNER OF N STATE STREET AND NORTON STREET SCALE: 1" = 5'-0" 11 NE CORNER OF N STATE STREET AND NORTON STREET SCALE: 1" = 5'-0" 0 10' 20' N 0 10' 20' N 9 WEST SIDE OF N STATE STREET AND NORTON STREET SCALE: 1" = 5'-0" 0 10' 20' N

N STATE ST

NORTON ST

N STATE ST

NORTON ST

Page 241 of 511 ends

2023-02-22 5:58 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-DET-0501 THRU 0503.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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L C-501 57
CIVIL DETAILS -1 RB JS 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 140 STREET MONUMENT NOT TO SCALE 403 CURB INLET GUTTER DEPRESSION NOT TO SCALE 410 UNDER SIDEWALK DRAIN NOT TO SCALE

Page 242 of 511 ends

ROADWAY STRUCTURAL SECTION, SEE TYPICAL SECTIONS 6" CLASS II AB 2" MINIMUM FREEBOARD
4" PONDING DEPTH 18" MIN. VARIES, SEE CONSTRUCTION DETAILS 6" CLASS II AB SIDEWALK SECTION PER CITY STD 102 12" 1' BIORETENTION CURB AND GUTTER SEE DETAIL THIS SHEET TC FL ENGINEERED SOIL PER PROJECT SPECIFICATIONSBIORETENTION VERTICAL CURB, SEE DETAIL THIS SHEET 30 MIL IMPERMEABLE LNER, TYP 4" SUB-ROUNDED COBBLE (12" MIN) FINISH WITH ARBOR MULCH AROUND PLANTS PLANTER RAIL, SEE LANDSCAPE PLANS 12" PVC DOME GRATE TO PVC FITTING STORM DRAIN CONNECTION TYPE VARIES. SEE UTILITY PLANS FOR DETAILS 12" RCP STORM DRAIN ELEVATION PLAN 6" 0.5' TAPER (TYP) 1' 1.0' 2.0' 0.5' 0.5' BIORETENTION CURB & GUTTER BIORETENTION AREA TOP OF CURB FL ELEVATION PLAN 6" 1.0' 0.5' (TYP) 1.0' 2.0' 0.5' 0.5' BIORETENTION CURB & GUTTER TOP OF CURB FL BIORETENTION AREA 6" 24" 1" 10" 36"
6" 1"
4" 6" 2" FACE OF CURB
2" R=12" R=12" R=1" #4 REBAR, 12" O.C. (HORIZ), 2" CLR MIN #4 REBAR, 12" O.C. (VERT), 2" CLR MIN #4 REBAR, 12" O.C. MONOLITHIC POUR NO JOINT AT FLOWLINE 6"7" 36"
6" 1" FACE OF CURB
2" R=12" #4 REBAR, 10" O.C. (HORIZ), 2" CLR MIN #4 REBAR, 10" O.C. (VERT), 2" CLR MIN WIDTH VARIES SEE CONSTRUCTION DETAIL SHEETS INFLOW PAYMENT LIMITS BIORETENTION CURB AND GUTTER WIDTH VARIES SEE CONSTRUCTION DETAIL SHEETS 4" SUB-ROUNDED COBBLE 12" DUCTILE IRON DOME GRATE INLET STRUCTURE. SEE UTILITY PLANS FOR EXACT LOCATION. SEE LANDSCAPE PLANTING PLAN FOR PLANT SELECTIONCURB AND GUTTER PER CITY STD 102 SEE LANDSCAPE MATERIAL PLANS, TYP (N) OR (E) STORM DRAIN PIPE. SEE UTILITY PLANS FOR DETAILS. BIORETENTION VERTICAL CURB GUTTER DEPRESSION AT INFLOW CURB OPENING, SEE DETAIL THIS SHEET. MEDIAN SECTION WITH STAMPED CONCRETE VARIES, SEE CONSTRUCTION DETAILS 8" MEDIAN CURB 4" STAMPED MINOR CONCRETE MEDIAN PAVING CLASS 2 AB (MATCH DEPTH OF STRUCTURAL SECTION) MEDIAN SECTION WITH LANDSCAPING 1' 2' 8" MEDIAN CURB STAMPED MINOR CONCRETE MEDIAN PAVING EXCAVATED MATERIAL PLANTED MEDIAN, SEE LANDSCAPE PLANS CLASS 2 AB (MATCH DEPTH OF STRUCTURAL SECTION) 1' AB STAMPED MINOR CONCRETE MEDIAN PAVING, TYP. PLANTED MEDIAN, SEE LANDSCAPE PLANS 8" MEDIAN CURB 2023-02-22 5:58 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-DET-0501 THRU 0503.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 - PHASE II 107
C87192
9/30/23
No.

Exp. SI GER ET RED PROFESSIONA L ENGI NEER STAT E OF CA L I FOR N AI C I V I L EJ R EMY M. S C HMA L C-502 58 CIVIL DETAILS - 2 RB JS 6 MEDIAN ISLAND DETAIL NOT TO SCALE 2 TYPICAL INFLOW CURB OPENING NOT TO SCALE 3 TYPICAL OVERFLOW CURB OPENING NOT TO SCALE 1 TYPICAL BIORETENTION WITH OVERFLOW STRUCTURE NOT TO SCALE 4 BIORETENTION CURB AND GUTTER NOT TO SCALE 5 BIORETENTION VERTICAL CURB NOT TO SCALE NOTES: 1. POUR TOP OF BIORETENTION VERTICAL CURB FLUSH WITH ADJACENT SIDEWALK. SEE CONSTRUCTION DETAILS FOR GRADING INFORMATION. 2. LOCATION OF DOME GRATE COVER VARIES, TO CONFIRM LOCATION SEE UTILITY SHEETS. 3. SEE DETAIL 5 SHEET U-505 FOR CONNECTING TO NEW STORM DRAIN. 4. SEE DETAIL 6 SHEET U-505 FOR CONNECTING TO EXISTING STORM DRAIN. TYPICAL SECTION PLAN PLAN CROSS SECTION A CROSS SECTION B

Page 243 of 511 ends

2.5" (E) AC TO BE REMOVED 6' 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 CONFORM GRIND LENGTH PER PLAN 2.5" 6" (TYP) SUBGRADE ENHANCEMENT GEOTEXTILE (E) AC TO BE REMOVED 2023-02-22 5:59 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-DET-0501 THRU 0503.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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L C-503 59
CIVIL DETAILS - 3 RB JS (E) AB (E) AC PAVEMENT VARIES (8'-20') 2.5" FINAL LIFT (N) STRUCTURAL SECTION (E) PAVEMENT 2.5" HMA CONFORM OVERLAY NO JOINT 1 TYPICAL CONFORM GRIND NOT TO SCALE 6" (TYP) (N) PAVING FABRIC (N) PAVEMENT TO (E) PAVEMENT SUBGRADE ENHANCEMENT GEOTEXTILE (N) OVERLAY TO (E) PAVEMENT 2.5" CONFORM GRIND/HMA OVERLAY(E) AB (E) AC TO BE (E) AC PAVEMENT REMOVED (E) AC TO BE REMOVED 2 HMA PAVEMENT / HMA OVERLAY CONFORM NOT TO SCALE
3 EDGE GRIND NOT TO SCALE 2.5" GRIND/HMA OVERLAY 2.5" HMA OVERLAY CONFORM GRIND LENGTH PER PLAN 6" MIN THICKNESS TYP SECTION SEE NOTES SIDEWALK WIDTH VARIES-SEE PLANS 7" 6" 2'-0" CL 2 AB AT MIN 95% RELATIVE COMPACTION 1" LIP
3"
3'

VARIES, SEE CONSTRUCTION DETAILS
DEEP JOINT PLAN #4 REBAR AT 18" O.C. (EACH WAY)
2-1/4" GEOTEXTILE FABRIC CURB AND GUTTER 2% MAX 3"
MAX
4' MIN
2% 4' MIN CL 2 AB ROCK DEPTH UNDER THE CURB AND GUTTER SHALL BE EQUIVALENT TO THE STREET SECTION DEPTH AT MIN 95% RELATIVE COMPACTION TOP 6" OF SUBGRADE AT MIN 90% RELATIVE COMPACTION 5' MIN TO FIRE HYDRANT, STREET LIGHT, SEWER
LATERAL, OR WATER SERVICE NOTES: 1. PORTLAND CEMENT CONCRETE SHALL CONFORM TO "MINOR CONCRETE" OF THE CALTRANS STANDARD SPECIFICATIONS. CEMENT CONTENT SHALL BE A MINIMUM OF 5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE. 2. UNLESS OTHERWISE PERMITTED, SAWCUT AND REPLACE EXISTING PAVEMENT A MINIMUM OF 18" BEYOND LIP OF GUTTER. 3. SCORE LINES SHALL BE 1/4" DEEP. 4. DEEP JOINTS SHALL BE 1" MIN DEEP EXTENDING THROUGH CURB AND GUTTER. 5. DEEP JOINTS SHALL ALSO BE LOCATED AT CURB RETURNS, AT EACH EDGE OF UTILITY BOXES, STREET LIGHTS, AND AT EACH END OF DRIVEWAYS AND CENTER OF DRIVEWAY. 6. ANY CURB, GUTTER AND SIDEWALK AREA TO BE REPLACED SHALL BE DOWELED TO EXISTING CURB WITH #4 REBAR AT 2' O.C., MIN 9" LONG WITH 3" MIN EMBEDMENT. 7. REMOVAL OF EXISTING SIDEWALK, CURB OR GUTTER TO BE MADE TO NEAREST SCORE LINE OR DEEP JOINT. 8. ANY UTILITY BOX OR LID WITHIN 5 FEET OF THE LIMITS OF THE DRIVEWAY SHALL BE TRAFFIC-RATED.

SCORE LINE
6" SEE GUTTER LIP DETAIL GUTTER LIP DETAIL AC
1/4" 1" BATTER
FL

BOC BOC BACK OF CURB FL FLOWLINE ABBREVIATIONS
CL
4 DRIVEWAY APPROACH NOT TO SCALE 1. FOR UTILITY TRENCHES WITHIN ROADWAY RECONSTRUCTION LIMITS, HMA AND AB DEPTHS SHALL MATCH THE PROPOSED STRUCTURAL SECTION SHOWN IN PLANS. 2. TACK COAT (ASPHALTIC EMULSION) SHALL BE APPLIED PRIOR TO PLACING HMA. 3. REMOVE ADDITIONAL PAVEMENT TO A PAINTED LINE STRIPE, A LIP OF GUTTER, A CURB, AN HMA SURFACE COURSE, AN (E) PAVEMENT PATCH, OR AN EDGE OF PAVEMENT, IF SUCH FEATURE IS WTHIN 3 FEET OF FINAL SAWCUT. 4. ALL MATERIALS, WORKMANSHIP, TESTING, AND INSPECTONS SHALL COMPLY WITH CALTRANS STANDARD SPECIFICATIONS AND PROJECT-SPECIFIC SPECIAL PROVISIONS. 5. REFER TO STD DETAIL 220/U-501 FOR SEWER MAIN TRENCH. REFER TO STD DETAIL 320/U-503 FOR WATER MAIN TRENCH. 6. MAIN TRENCHES REQUIRING RESTORATION INCLUDE BUT NOT LIMITED TO THOSE SHOWN IN THIS DETAIL. 5 PERMANENT ROADWAY TRENCH RESTORATION DETAIL NOT TO SCALE 7" HMA OR PER PLANS TRENCH DETAIL PER CITY STD 220/320 (SEE NOTE 5) (E) HMA (VARIES 4" - 7" THICK) (SEE NOTE 1) (E) HMA (VARIES 4" - 7" THICK) (SEE NOTE 1) (E) AGG BASE (VARIES 12" THICK) (E) SUBGRADE (E) SUBGRADE (E) AGG BASE (VARIES 12" THICK) 24" MIN 24" MIN TRENCH WIDTH 12" PER CITY STANDARD 12" 6" MIN SCARIFY AND COMPACT SUBGRADE TO 95% RC (TYP) EG TACK COAT (SEE NOTE 2) (E) CLASS 2 AB THICKNESS OR 12" MIN, WHICHEVER IS GREATER, COMPACTED TO 95% RC (TYP) VERTICAL SAWCUT. CUT BACK EDGES & JOINTS HMA MIN DEPTH 0.2' NOTES:
7 6" VERTICAL CURB DETAIL NOT TO SCALE 6"8"
16"
8" 2"
6 MEDIAN CURB DETAIL NOT TO SCALE R=
1 2" SLOPE AC TOP 12" OF SUBGRADE AT MIN 90% RC CLASS 2 AB ROCK DEPTH UNDER THE CURB SHALL BE EQUIVALENT TO THE STREET SECTION DEPTH COMPACTED AT MIN 95% RC 1. SUBDRAINS MAY BE REQUIRED IN LANDSCAPE MEDIANS. 2. PORTLAND CEMENT CONCRETE SHALL CONFORM TO "MINOR CONCRETE" OF THE CALTRANS STANDARD SPECIFICATIONS. CEMENT CONTENT SHALL BE A MINIMUM OF 5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE. NOTES: 6 MIL. VISQUEEN MOISTURE BARRIER FG R=1/2" (TYP) 2" CLASS 2 AGGREGATE BASE FOR INSTALLATION ADJACENT TO CONCRETE SIDEWALK OR RAMP ONLY, NOT ADJACENT TO ASPHALT ROADWAY NOTES: 6" 6" 6" 12"

Page 244 of 511 ends

CHERRY ST STA: 195+13.06 LT R81(CA) R81B(CA) R26(CA) STA: 196+59.00 LT R26(CA) STA: 195+89.86 LT STA: 195+01.76 R R81(CA) R81A(CA) R26(CA) STA: 195+25.67 R STA: 196+65.94 R 193+00 194+00 195+00 196+00 STA: 194+93.53 LT STA: 194+93.53 LT STA: 194+93.53 LT STA: 194+93.53 R STA: 194+93.53 R STA: 194+93.53 R STA: 194+93.53 R 11' 6'
6'
11' 11' 182 LF 182 LF 158 LF 158 LF 182 LF 54 LF 54 LF S STATE ST "ST-CL" LINE 8 22 39 27B
8 39 27B 13 LF 10 LF 27C 27C STA: 195+03.48 LT STA: 195+56.17 R STA: 195+86.28 R STA: 196+39.44 R 63LF 27B 63LF 39 36 LF 27C 30 LF 27C

CHERRY ST
11'
4'
4' STA: 196+61.20 LT STA: 195+97.91 LT STA: 195+52.38 LT STA: 198+12.82 LT R26(CA) STA: 198+69.67 LT STA: 199+74.36 LT R26(CA) STA: 199+81.74 LT STA: 196+77.58 R R26(CA) STA: 198+18.42 R STA: 198+12.69 R R26(CA) STA: 197+20.47 LT STA: 199+39.90 R R26(CA) STA: 199+70.90 R STA: 200+36.25 R R81(CA) R81B(CA) W16-1P 197+00 198+00 199+00 200+00 6' 6'
11' 11' 11' 11' 100 LF 375 LF 50 LF 50 LF 375 LF 375 LF 11' 11'
11' 11' S STATE ST "ST-CL" LINE 39 22 39 27B
8 8 28 LF 100 LF 39 27B 57 LF 27B 12 LF 27C 18 LF 27C STA: 196+87.04 LT STA: 197+14.72 LTSTA: 197+31.94 LT STA: 198+32.26 LT STA: 198+68.33 LT STA: 198+89.16 LT STA: 199+24.51 LT STA: 199+98.46 LT 36 LF 27C 21 LF 21 LF 39 27B 36 LF 27C 74 LF 74 LF 39 27B 51 LF 27C 57 LF 39 16 LF 27C 90 LF 27B 90 LF 39 30 LF 27C 24 LF 27C 103 LF 27B 103 LF 39 10 LF 27C 4'
4' STA: 200+39.90 R STA: 199+37.17 R STA: 199+13.43 R STA: 198+64.71 R STA: 198+36.22 R STA: 197+31.73 R STA: 197+47.51 R STA: 198+09.78 LT STA: 198+15.72 R N
0 10' 20' 40'
STA 195+75 MATCH LINE SEE BELOW
STA 200+50 MATCH LINE SEE SHEET P-102
STA 195+75 MATCH LINE SEE ABOVE SHEET GENERAL NOTES 1. INSTALL 12" WHITE THERMOPLASTIC BASIC CROSSWALK PER CSP A24F 2. INSTALL CONTINENTAL CROSSWALK PER CSP A24F. 11' WIDE BARS @ 4' GAP 3. INSTALL 12" WHITE LIMIT LINE PER CSP A24E SHEET KEYNOTES 1. ALL STRIPING SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF THE CALTRANS STANDARD PLANS (CSP) AND CITY OF UKIAH STANDARDS. 2. ALL LEGENDS, CROSSWALKS, AND MARKINGS SHALL BE THERMOPLASTIC. 3. PAVEMENT MARKERS ARE TO BE REMOVED AND DISPOSED OF PRIOR TO COLD PLANING ASPHALT CONCRETE PAVEMENT. 4. ALL PAVEMENT THAT IS TO BE GROUND WILL HAVE STRIPING REPLACED AS SHOWN. 5. CONTRACTOR SHALL INVENTORY ALL PAINTED CURBS BEFORE EXISTING CURBS ARE DEMOLISHED. ALL GREEN, WHITE, RED, AND YELLOW CURB TO BE REMOVED IN THE STUDY AREA SHOULD BE REINSTALLED. 6. CONTRACTOR TO IDENTIFY ALL EXISTING FLAGPOLE SLEEVE LOCATIONS. XX LFTYPE VII(R) ARROW PER CSP A24A TYPE I 10'-0" ARROW PER CSP A24A TYPE IV(L) ARROW PER CSP A24A PROVIDE STRIPING PER DETAILS A20A TO A20D OF CSP SHEET LEGEND GREEN BIKE LANE DELINEATOR (COLOR E-F BIKE LANE GREEN) (METHYL METHACRYLATE) LIMIT OF STRIPING PATTERN CHANGE IN STRIPING PATTERN PARKING TEES, PER DETAIL EXISTING ROADSIDE SIGN TO BE REMOVED ROADSIDE SIGN - ONE POST, DETAIL BIKE LANE SYMBOL AND ARROW PER CALTRANS STD. A24C AND A24A SHARED ROADWAY BICYCLE MARKING PER CALTRANS STD. A24C TYPE III(B) ARROW PER CSP A24B 2' BUFFER, PER DETAIL 1 P-501
2 P-501
3 P-501 TYPE VI ARROW PER CSP A24A
2023-02-22 6:01 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-STR-0101 THRU 0106.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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L P-101 60

STRIPING AND SIGNING PLAN
S STATE ST STA. 193+00 - STA. 200+50 RB JS STRIPING AND SIGNING PLAN S STATE STREET SCALE: 1" = 20' N
0 10' 20' 40' STRIPING AND SIGNING PLAN S STATE STREET SCALE: 1" = 20'

Page 245 of 511 ends

ALIGN SCORING WITH EXISTING ADJACENT SCORE PATTERN
101+00
102+00 STA: 205+99.93 LT STA: 206+97.49 R STA: 205+80.84 R STA: 208+02.18 LT STA: 208+88.06 LT STA: 208+97.86 LT STA: 206+29.39 R R81(CA) R81B(CA) R4-4 STA: 207+07.80 R R3-5(R) STA: 207+78.27 R R3-7(R) STA: 209+02.05 R R81(CA) R81A(CA) R26(CA) STA: 209+02.89 LT R3-7 STA: 207+66.35 LT R81(CA) R81A(CA) R26(CA) STA: 206+16.32 LT R26(CA) STA: 206+01.11 LT STA: 207+73.75 LT STA: 205+53.97 R STA: 206+22.06 R STA: 207+79.71 LT STA: 206+97.44 R STA: 207+84.74 R STA: 207+89.32 R STA: 206+34.83 R STA: 207+96.13 LT STA: 207+95.67 R STA: 208+11.71 R STA: 208+91.53 R STA: 208+97.81 R STA: 209+23.63 R STA: 209+15.92 R STA: 209+08.13 LT 205+00 206+00 207+00 208+00 209+00 12' 12'
6'
6'
11'
12' 14' 12' 13.5' 5'
14'

18.2' 110 LF 58 LF 71 LF64 LF 114 LF 303 LF 100 LF 90 LF 148 LF 52 LF 60 LF STA: 208+03.99 R STA: 208+97.51 LT 60 LF 20 LF 32 LF STA: 100+72.57 R STA: 100+72.61 R STA: 100+90.48 R STA: 101+02.79 R STA: 101+04.25 R STA: 101+07.26 R STA: 100+88.56 R STA: 101+14.20 LT STA: 101+06.93 LT 7 LF STA: 208+79.37 LT S STATE ST

E GOBBI ST
W GOBBI ST "ST-CL" LINE
1 38 22 38 38 38 22
8 39 39 39 40
3 38 39 39 40 3
3 75 LF 27B 75 LF 39 90 LF 27B 35 LF 27C 90 LF 39 90 LF 27B 120 LF 27B 120LF 39 4'
11'
4'
2'
2'
4' STA: 205+74.19 LT STA: 205+95.22 LT STA: 206+81.36 LT STA: 207+13.77 LT STA: 205+16.25 R 102+00 103+00 STA: 101+99.95 LT STA: 102+08.14 LT STA: 101+97.76 LT STA: 103+08.85 LT STA: 102+04.18 R STA: 102+29.15 R STA: 102+28.90 R STA: 103+02.16 R STA: 102+11.38 LT STA: 204+70.49 R W74(CA) STA: 202+03.55 R R81(CA) R81A(CA) R26(CA) STA: 204+75.87 R STA: 203+61.94 R STA: 202+24.73 R STA: 204+61.89 LT R26(CA) STA: 203+12.49 LT R26(CA) STA: 200+70.01 R R26(CA) STA: 202+04.80 R STA: 202+04.80 R STA: 202+04.84 LT STA: 202+04.86 LT STA: 202+04.85 LT STA: 202+08.19 LT STA: 203+29.13 LT STA: 204+57.98 LT STA: 203+43.22 R STA: 201+26.66 LT R26(CA) STA: 201+12.34 LT STA: 204+88.92 R 201+00 202+00 203+00 204+00 205+00 10'
6'
6'
4'
6'
11' 11'
10' 297 LF 297 LF 297LF 95 LF 160 LF
11' 11' 90 LF 90 LF 90 LF 90 LF 27 LF 65 LF STA: 201+34.83 LT W11-5 W16-7P BACK TO BACK FLUORESCENT GREEN BACKGROUND STA: 201+37.90 R W11-5 W16-7P BACK TO BACK FLUORESCENT GREEN BACKGROUND 11' 100 LF
11' 11'
4'
11'
6' S STATE ST "ST-CL" LINE

FREITAS AV
8 22
8 39 39 2
1 39A
8 22
8 27C27B 39A 65 LF 39 30 LF 3930 LF 27B 35 LF 27C 50 LF 3950 LF 27B 65 LF 27C 95 LF 27B 160 LF 27B 38LF 27C 11'
11' 11'
11'
4'
4' STA: 203+04.75 LT STA: 204+62.57 LT STA: 201+40.05 LT STA: 201+40.10 LT STA: 201+40.02 LT STA: 201+39.99 R STA: 201+39.99 R STA: 203+18.24 R STA: 203+82.44 R STA: 204+76.34 R STA: 200+75.92 LT STA: 202+34.78 R STA: 202+68.79 R STA: 203+10.51 R 2023-02-22 6:01 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-STR-0101 THRU 0106.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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L P-102 61

STRIPING AND SIGNING PLAN
S STATE ST STA. 200+50 - STA. 209+50 RB JS
N
0 10' 20' 40'
N
0 10' 20' 40'
STA 205+00 MATCH LINE SEE BELOW
STA 209+50 MATCH LINE SEE SHEET P-103
STA 205+00 MATCH LINE SEE ABOVE SHEET GENERAL NOTES 1. INSTALL 12" WHITE THERMOPLASTIC BASIC CROSSWALK PER CSP A24F 2. INSTALL CONTINENTAL CROSSWALK PER CSP A24F. 11' WIDE BARS @ 4' GAP 3. INSTALL 12" WHITE LIMIT LINE PER CSP A24E SHEET KEYNOTES 1. ALL STRIPING SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF THE CALTRANS STANDARD PLANS (CSP) AND CITY OF UKIAH STANDARDS. 2. ALL LEGENDS, CROSSWALKS, AND MARKINGS SHALL BE THERMOPLASTIC. 3. PAVEMENT MARKERS ARE TO BE REMOVED AND DISPOSED OF PRIOR TO COLD PLANING ASPHALT CONCRETE PAVEMENT. 4. ALL PAVEMENT THAT IS TO BE GROUND WILL HAVE STRIPING REPLACED AS SHOWN. 5. CONTRACTOR SHALL INVENTORY ALL PAINTED CURBS BEFORE EXISTING CURBS ARE DEMOLISHED. ALL GREEN, WHITE, RED, AND YELLOW CURB TO BE REMOVED IN THE STUDY AREA SHOULD BE REINSTALLED. 6. CONTRACTOR TO IDENTIFY ALL EXISTING FLAGPOLE SLEEVE LOCATIONS. XX LFTYPE VII(R) ARROW PER CSP A24A TYPE I 10'-0" ARROW PER CSP A24A TYPE IV(L) ARROW PER CSP A24A PROVIDE STRIPING PER DETAILS A20A TO A20D OF CSP SHEET LEGEND GREEN BIKE LANE DELINEATOR (COLOR E-F BIKE LANE GREEN) (METHYL METHACRYLATE) LIMIT OF STRIPING PATTERN CHANGE IN STRIPING PATTERN PARKING TEES, PER DETAIL EXISTING ROADSIDE SIGN TO BE REMOVED ROADSIDE SIGN - ONE POST, DETAIL BIKE LANE SYMBOL AND ARROW PER CALTRANS STD. A24C AND A24A SHARED ROADWAY BICYCLE MARKING PER CALTRANS STD. A24C TYPE III(B) ARROW PER CSP A24B 2' BUFFER, PER DETAIL 1 P-501
2 P-501
3 P-501 TYPE VI ARROW PER CSP A24A
STA 200+50 MATCH LINE SEE SHEET P-101 STRIPING AND SIGNING PLAN S STATE STREET SCALE: 1" = 20' STRIPING AND SIGNING PLAN S STATE STREET SCALE: 1" = 20' 3 E GOBBI ST SEE BELOW E GOBBI SEE ABOVE LEFT E GOBBI ST "GO-CL" LINE 10 LF 39 3 25 LF 22 112 LF 38 36 LF 39

Page 246 of 511 ends

PA EXISTING ADJACENT SCORE STA: 210+05.33 LT STA: 210+05.33 LT STA: 210+61.58 LT STA: 210+72.63 LT STA: 211+36.84 LT STA: 211+19.10 R STA: 211+82.05 R STA: 211+99.78 LT STA: 211+81.92 LT STA: 212+25.09 LT STA: 210+63.93 R STA: 212+32.82 LT STA: 213+31.43 LT STA: 213+66.57 LT STA: 213+77.94 LT R26(CA) STA: 213+91.42 LT STA: 212+45.42 LT STA: 210+69.69 LT STA: 210+69.48 R STA: 210+47.80 R R26(CA) STA: 211+46.00 R STA: 211+89.58 R STA: 211+92.29 R R2-1(25) R26(CA) STA: 212+94.35 R STA: 213+44.40 R R26(CA) STA: 212+32.82 R STA: 209+97.99 LT R3-5 STA: 210+73.96 LT R81(CA) R81B(CA) R4-4 STA: 212+32.02 LT R26(CA) 210+00 211+00 212+00 213+00 214+00 8'
6'
6'
2' 12' 13'
12' 2'
6' 322 LF 215 LF 160 LF 125 LF 54 LF 54 LF 58 LF 160 LF 155 LF 155 LF 215 LF 196 LF 125 LF 115 LF 116 LF 117 LF 35 LF 34 LF 44 LF 36 LFS STATE ST "ST-CL" LINE 27C 39 32 22 38 38 SP2 32 25 25 27B 39 6" YELLOW STRIPE AT 45 DEGREE ANGLE AT 20 FOOT INTERVALS (TYP) 39 27B 39 27B 27B 39 27C 27C SP1 STA: 213+87.19 LT STA: 213+87.28 R 83 LF 32 STA: 210+63.36 LT STA: 211+62.39 LT STA: 213+05.13 R 97 LF 34 LF MATCH ADJACENT SCORE PATTERN ON MILL ST. PA PA PA STA: 214+24.60 LT STA: 214+46.42 LT STA: 214+79.55 LT STA: 216+32.40 LT STA: 216+65.58 LT STA: 217+42.52 LT STA: 217+66.18 LT STA: 216+30.00 LT STA: 217+16.32 LT STA: 214+49.65 LT STA: 217+50.00 R STA: 217+51.92 R STA: 216+75.01 R STA: 216+79.38 R STA: 216+55.37 R STA: 216+55.37 R STA: 215+69.50 R STA: 215+43.50 R STA: 215+11.58 R STA: 214+63.97 R STA: 214+29.00 R STA: 216+30.41 R R81(CA) R81B(CA) R26(CA) STA: 217+70.09 R REINSTALL EX SNS R3-4 STA: 215+11.94 R R26(CA) STA: 216+90.52 LT R2-1(25) R26(CA) STA: 217+39.92 LT R81(CA) R81A(CA) STA: 216+02.42 LT INSTALL NEW BUS SIGN STA: 215+27.85 LT R26(CA) STA: 217+69.13 R STA: 217+67.06 R 214+00 215+00 216+00 217+00 218+00 13'
6'
2'
6'
2' 12'

11.5'
12'
13'
13' 13'
6'
2'
8' STA: 214+59.58 LT 130 LF 43 LF 163 LF 148 LF 162 LF 150 LF 100 LF 31 LF 34 LF 34 LF 34 LF 82 LF 135 LF 83 LF 26 LF 97 LF 42 LF 83 LF 34 LF 32 LF 83 LF S STATE ST "ST-CL" LINE 38 1 27B 27B 25 39 25 39A 39 39 27C 27C 27C 39 22 27B 27C 27B 39 27C 39 27B 27B 32 5 LF 1 STA: 214+15.53 LT STA: 214+82.82 LT STA: 214+82.82 R STA: 217+39.67 R STA: 217+74.65 R STA: 215+19.80 R STA: 214+03.96 R STA: 214+88.46 R 2023-02-22 6:02 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-STR-0101 THRU 0106.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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L SHEET GENERAL NOTES 1. INSTALL 12" WHITE THERMOPLASTIC BASIC CROSSWALK PER CSP A24F 2. INSTALL CONTINENTAL CROSSWALK PER CSP A24F. 11' WIDE BARS @ 4' GAP 3. INSTALL 12" WHITE LIMIT LINE PER CSP A24E SHEET KEYNOTES 1. ALL STRIPING SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF THE CALTRANS STANDARD PLANS (CSP) AND CITY OF UKIAH STANDARDS. 2. ALL LEGENDS, CROSSWALKS, AND MARKINGS SHALL BE THERMOPLASTIC. 3. PAVEMENT MARKERS ARE TO BE REMOVED AND DISPOSED OF PRIOR TO COLD PLANING ASPHALT CONCRETE PAVEMENT. 4. ALL PAVEMENT THAT IS TO BE GROUND WILL HAVE STRIPING REPLACED AS SHOWN. 5. CONTRACTOR SHALL INVENTORY ALL PAINTED CURBS BEFORE EXISTING CURBS ARE DEMOLISHED. ALL GREEN, WHITE, RED, AND YELLOW CURB TO BE REMOVED IN THE STUDY AREA SHOULD BE REINSTALLED. 6. CONTRACTOR TO IDENTIFY ALL EXISTING FLAGPOLE SLEEVE LOCATIONS. XX LFTYPE VII(R) ARROW PER CSP A24A TYPE I 10'-0" ARROW PER CSP A24A TYPE IV(L) ARROW PER CSP A24A PROVIDE STRIPING PER DETAILS A20A TO A20D OF CSP SHEET LEGEND GREEN BIKE LANE DELINEATOR (COLOR E-F BIKE LANE GREEN) (METHYL METHACRYLATE) LIMIT OF STRIPING PATTERN CHANGE IN STRIPING PATTERN PARKING TEES, PER DETAIL EXISTING ROADSIDE SIGN TO BE REMOVED ROADSIDE SIGN - ONE POST, DETAIL BIKE LANE SYMBOL AND ARROW PER CALTRANS STD. A24C AND A24A SHARED ROADWAY BICYCLE MARKING PER CALTRANS STD. A24C TYPE III(B) ARROW PER CSP A24B 2' BUFFER, PER DETAIL 1 P-501
2 P-501
3 P-501 TYPE VI ARROW PER CSP A24A
STA 214+00 MATCH LINE SEE BELOW
N
0 10' 20' 40'
STA 209+50 MATCH LINE SEE SHEET P-102 STA 214+00 MATCH LINE SEE ABOVE W MIll ST
E MIll ST
N
0 10' 20' 40' P-103 62

STRIPING AND SIGNING PLAN
S STATE ST STA. 209+50 - STA. 218+50 RB JS STRIPING AND SIGNING PLAN S STATE STREET SCALE: 1" = 20' STRIPING AND SIGNING PLAN S STATE STREET SCALE: 1" = 20'

Page 247 of 511 ends

PA C3 STA: 240+75.92 LT STA: 240+74.51 R STA: 240+97.15 STA: 240+82.14 R R2-1(25) R7-108(2HR) STA: 241+19.85 R STA: 241+13.25 LT STA: 240+78.77 LT 238+00
239+00 240+00 241+00
14' 74 LF 74 LF
W HENRY ST N STATE ST "ST-CL" LINE
1 32 32 67 LF 27B STA: 240+81.06 LT STA: 241+05.31 LT
12' 10' 12' 10' STA: 242+11.75 LT STA: 243+05.98 LT STA: 244+15.95 LT STA: 243+63.30 R STA: 242+18.26 LT INSTALL NEW BUS STOP SIGN ON NEW POLE STA: 241+69.76 LT R26(CA) STA: 243+30.88 LT R7-108(2HR) STA: 243+70.98 LT STA: 242+23.84 R R7-108(2HR) STA: 243+55.34 R R7-108(2HR) STA: 243+12.15 R STA: 245+28.29 R STA: 245+34.01 R STA: 245+42.79 R STA: 242+60.05 R STA: 244+01.37 R STA: 243+65.98 LT STA: 245+27.31 LT STA: 244+95.93 LT STA: 245+42.77 LT STA: 242+36.75 LT 242+00 STA: 242+53.36 LT 243+00 STA: 243+94.68 LT 244+00 245+00 393 LF 393 LF 7 LF N STATE ST "ST-CL" LINE 32 32 22 53 LF 27B STA: 242+04.42 LT STA: 245+09.08 LT 40 LF 27B 10' 12' 14' 12' 10'
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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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STRIPING AND SIGNING PLAN
N STATE ST STA. 237+50 - STA. 245+50 RB JS
STA 241+50 MATCH LINE SEE BELOW
STA 241+50 MATCH LINE SEE ABOVE
STA 245+50 MATCH LINE SEE SHEET P-105
N STRIPING AND SIGNING PLAN N STATE STREET SCALE: 1" = 20' STRIPING AND SIGNING PLAN N STATE STREET SCALE: 1" = 20'

Page 248 of 511 ends

82 LF PA PA C3 PA C3 PA C3 PA PA
56+00
55+00
77+96
75+50
76+00
77+00 STA: 246+75.50 R R2-1(25) R26(CA) STA: 245+92.77 R STA: 246+22.24 R STA: 246+23.36 R STA: 246+36.71 R STA: 246+36.71 R STA: 248+60.44 R R1-1 AND REINSTALL EX SNS STA: 248+43.84 R STA: 246+93.58 LT STA: 246+97.56 LT STA: 246+98.41 R STA: 247+95.98 R STA: 248+34.73 R 246+00 247+00 248+00 249+00 14' 12'
12' 14' 12'
12' 12' 87 LF 112 LF 86 LF 178 LF 44 LF
NORTON ST N STATE ST "ST-CL" LINE 22 1 25 25 22
3 1 22 38
1 82 LF 27BSTA: 246+31.46 LT 112 LF 27B STA: 248+03.34 R STA: 247+99.17 LT 1 138 LF 27B 82 LF 27B
13' 27.4' 82 LF 38 STA: 248+17.98 R W11-2 W16-7P BACK TO BACK FLUORESCENT GREEN BACKGROUND STA: 247+99.97 R W11-2 W16-7P BACK TO BACK FLUORESCENT GREEN BACKGROUND "NO-CL" LINE STA: 77+71.60 LT STA: 246+94.43 LT STA: 248+03.50 LT STA: 246+66.73 R STA: 248+02.50 R STA: 248+68.00 LT STA: 248+68.00 LT STA: 248+82.24 LT STA: 248+68.01 R STA: 77+40.83 LT 12' 10'
10' 10' 17.6' 22.5' 88 LF 189 LF STA: 250+99.94 R STA: 251+86.25 LT STA: 251+86.89 R STA: 249+85.00 LT STA: 251+85.75 LT 250+00 251+00 252+00 35 LF N STATE ST "ST-CL" LINE 27B 8 22
CLARA AVE 204 LF
8 35 LF 38 STA: 249+85.00 LT
12' 12' 27.4'
12'
12'
2023-02-22 6:03 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-STR-0101 THRU 0106.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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STRIPING AND SIGNING PLAN
N STATE ST STA. 245+50 - STA. 253+50 RB JS
STA 245+50 MATCH LINE SEE SHEET P-104
STA 249+50 MATCH LINE SEE BELOW
STA 249+50 MATCH LINE SEE ABOVE
0 10' 20' 40'
N STRIPING AND SIGNING PLAN N STATE STREET SCALE: 1" = 20' STRIPING AND SIGNING PLAN N STATE STREET SCALE: 1" = 20' SCOTT ST SEE SHEET P-106

Page 249 of 511 ends

PA
PA C3 PA C3
PA C3 56+00 52+00 53+00 54+00 55+00
"ST-CL" LINE
N STATE ST"SC-CL" LINE
N SCHOOL ST STA: 55+05.39 STA: 52+07.17 300 LF
1 246+00
247+00 14' 12'
14' 14' STA: 54+84.07 LT STA: 54+96.23 R
2023-02-22 6:03 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-STR-0101 THRU 0106.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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STRIPING AND SIGNING PLAN
SCOTT ST STA. 51+30 - STA. 55+50 RB JS SCOTT ST
N STRIPING AND SIGNING PLAN SCOTT STREET SCALE: 1" = 20'

Page 250 of 511 ends

2' 1' 1' 4" WHITE THERMOPLASTIC PAVEMENT MARKING TOTAL MARKING AREA = 1.5 SF 20' (TYPICAL) 18' (MINIMUM) 22' (TYPICAL) 8' (TYPICAL) 7' (MINIMUM) DRIVEWAY FACE OF CURB 2023-02-22 6:04 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-STR-0501.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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L 45° (TYP) 15' (TYP) 39 27B 2' BUFFER BIKE LANE DIRECTION OF TRAVEL 3 2' BUFFER DETAIL NO SCALE
1 PARKING TEE DETAIL NO SCALE P-501 66

STRIPING AND SIGNING PLAN

DETAILS RB JS
2 TYPICAL ROADSIDE SIGN INSTALLATION NO SCALE

Page 251 of 511 ends

12 6 3.11 207+00 208+00 209+00 210+00 (E) 1-1/2"C (E) 1-1/2"C (E) 1-1/2"C (E) 1-1/2"C (E) 1-1/2"C (E) 1-1/2"C . Ø8PED Ø2PPB Ø4PED Ø2PPBØ2PED Ø4PPB Ø4PED Ø4PPB Ø6PED Ø6PPB Ø6PPB dh dh dh dh Ø6PED Ø8PED Ø8PPB RSRS RS CB CB CB 3 3
4 4 AB DHLIMIT LINE 105' TO RC AB 2"C, 1 DLC
7 EXISTING SERVICE POINT (REMOVE EXISTING METER SERVICE) CB 2"C, 3#2 ABAB RC 7 5
6 RC AB CB LIMIT LINE 105' TO DH RC AB RC 2"C, 1 DLC
7 5
6 AB RC
5 6 Ø2PED RS
3 3 RC AB
7 AB RC
5 6 Ø8PPB CB CB RC
2 2
2 RS Ø6 Ø5 Ø2 Ø7 Ø7 Ø4 Ø4 Ø1 Ø1 Ø6 Ø6 Ø3 Ø3 Ø8 Ø8 R/W R/W R/W R/W R/W R/W
R/W
R/W
R/W Ø2 Ø5 Ø1Ø6 Ø6 Ø5 Ø2 Ø2 Ø7 Ø4 Ø3 Ø8 Ø8 R/W Ø2
2 2023-02-22 6:06 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-SIG-0101 THRU 0108.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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L T-101 67

TRAFFIC SIGNAL MODIFICATION PLAN

STATE STREET AT GOBBI STREET RB JS
N
E GOBBI ST 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 PHASE DIAGRAM 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: PED PEDESTRIAN SIGNAL HEAD PPB PEDESTRIAN PUSH BUTTON VIDEO DETECTION ZONE CROSSWALK CENTERLINE OF LANE (LIMIT LINE DETECTION) STANDARD NOTES: 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 S STATE ST THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY TRAFFIC SIGNAL - IMPROVEMENT PLAN SCALE: 1" = 20' 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 VIDEO VEHICLE DETECTION ZONE TRAFFIC SIGNAL CONDUIT STREET NAME SIGN DETECTOR HANDHOLE DH dh TYPE "D" DETECTOR LOOP VIDEO BYCYCLE DETECTION ZONE VIDEO DETECTION ZONE CAMERA 2 FURNISH AND INSTALL VIDEO DETECTION CAMERA ON SIGNAL MAST ARM. COORDINATE DETECTION ZONES WITH ENGINEER.3 AB EXISTING DETECTOR LOOPS. (E) EXISTING R/W RIGHT OF WAY4 INSTALL TYPE "A" DETECTOR.5 ALL EXISTING PEDESTRIAN SIGNALS SHALL BE REPLACED. ALL PEDESTRIAN SIGNALS SHALL BE LED WITH COUNTDOWN HAND-MAN INDICATIONS.6 ALL EXISTING PEDESTRIAN PUSH BUTTONS SHALL BE REPLACED. ALL PEDESTRIAN PUSH BUTTONS SHALL BE POLARA NAVIGATOR, OR APPROVED EQUAL.7 EQUIPMENT TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR.8 FURNISH AND INSTALL NEW TYPE III-AF SERVICE EQUIPMENT ENCLOSURE. Ø2 Ø2 PED Ø5 Ø6 Ø6 PEDØ1 Ø1Ø5 Ø6 Ø2 Ø6PED Ø2 PED Ø8 PED
Ø4 PED Ø4 Ø3 Ø7 Ø4
Ø4 PEDØ7 Ø8
Ø8 PED Ø3 Ø8 DETAIL A NOT TO SCALE
1 BBS
BBS 8
92"C, 3#2AB 2"C, 2#6
RW BACK OF SIDEWALK SEE DETAIL A EXISTING CONTROLLER CABINET AND EQUIPMENT COMPLETE. DISCONNECT ALL CABLES AND PULL BACK TO HOME RUN PULL BOX. RS 9 FURNISH AND INSTALL NEW 2070E CONTROLLER WITH 2033 SOFTWARE PROGRAM, NEW SIDE-MOUNTED BATTERY BACKUP SYSTEM, AND 332L CABINET. PULL ALL EXISTING CABLES TO NEW CABINET AND CONNECT PER INTENDED OPERATION.

Page 252 of 511 ends

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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 - PHASE II 107
C87192
9/30/23
No.

Exp. SI GER ET RED PROFESSIONA L ENGI NEER STAT E OF CA L I FOR N AI C I V I L EJ R EMY M. S C HMA L T-102 68

TRAFFIC SIGNAL SCHEDULE TABLES
STATE STREET AT GOBBI STREET RB 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 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY RS FA RS FA RS FA RSFARS FA

Page 253 of 511 ends

PM PM PM PM Ø2PED Ø4PED
. EXIST. 2"C, 1 DLC EXIST. 2"C, 1 DLC EXIST. SERVICE POINT . Ø2PED Ø4PED
. Ø2PPB Ø4PPB 216+00 217+00 218+00 219+00 Ø2PPB Ø4PPB
2 RS Ø2PED Ø4PED Ø4PPB Ø2PPB RS Ø2PED Ø4PED Ø2PPB Ø4PPB 2 1 CB dh dh Ø4 Ø2 Ø2 Ø2 Ø4 Ø2 Ø2 R/W R/W R/W R/W
R/W
R/W
R/W
R/W Ø2 25 MPH 25 MPH Ø6 Ø6 Ø6 Ø2Ø2 Ø2
Ø4
Ø4 Ø4 Ø4 RS RS EXISTING SERVICE EQUIPMENT RS
2023-02-22 6:07 PM RBELTRAN
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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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L T-103 69

TRAFFIC SIGNAL MODIFICATION PLAN

S STATE STREET AT MILL STREET RB JS
MILL ST 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. S STATE ST THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY 0 10' 20' 40' TRAFFIC SIGNAL - IMPROVEMENT PLAN SCALE: 1" = 20' N 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 PHASE DIAGRAM GENERAL NOTES: PROJECT NOTES: 1 ABBREVIATIONS: 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 VIDEO DETECTION ZONE
CROSSWALK CENTERLINE OF LANE (LIMIT LINE DETECTION) STANDARD NOTES: DH DETECTOR HANDHOLE CB INSTALL CONDUIT INTO EXISTING PULL BOX RS REMOVE AND SALVAGE EQUIPMENT 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 VIDEO VEHICLE DETECTION ZONE TRAFFIC SIGNAL CONDUIT STREET NAME SIGN DETECTOR HANDHOLE DH dh TYPE "D" DETECTOR LOOP VIDEO BYCYCLE DETECTION ZONE VIDEO DETECTION ZONE CAMERA PROGRAM NEW VIDEO DETECTION ZONE AND ACTIVATE EXISTING CAMERA. 2 EXISTING PEDESTRIAN PUSH BUTTONS. ALL PEDESTRIAN PUSH BUTTONS SHALL BE POLARA NAVIGATOR, OR APPROVED EQUAL. DETAIL A NOT TO SCALE 3 BBS
4 BBSCB
5 3"C 2"C, 3#2 2"C, 2#6 RW BACK OF SIDEWALK CURB SEE DETAIL A 3 EXISTING CONTROLLER CABINET AND EQUIPMENT COMPLETE. DISCONNECT ALL CABLES AND PULL BACK TO HOME RUN PULL BOX. RS4 FURNISH AND INSTALL NEW 2070E CONTROLLER WITH 2033 SOFTWARE PROGRAM, NEW SIDE-MOUNTED BATTERY BACKUP SYSTEM, AND 332L CABINET. PULL ALL EXISTING CABLES TO NEW CABINET AND CONNECT PER INTENDED OPERATION.5 FURNISH AND INSTALL NEW TYPE III-BF SERVICE EQUIPMENT ENCLOSURE. 2"C, 3#2 RL

Page 254 of 511 ends

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N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-SIG-0101 THRU 0108.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 - PHASE II 107
C87192
9/30/23
No.

Exp. SI GER ET RED PROFESSIONA L ENGI NEER STAT E OF CA L I FOR N AI C I V I L EJ R EMY M. S C HMA L T-104 70

TRAFFIC SIGNAL SCHEDULE TABLES
S STATE STREET AT MILL STREET RB 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: CONDUCTOR SCHEDULE #14 #10#8 DLC CONDUIT SIZE AWG CIRCUIT RUNS OR CABLE SIC THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY RL RS FA RL NOTE: RL RS FA RL RS FA RL RL RL

Page 255 of 511 ends

245+00 246+00 247+00 248+00 249+00 250+00
54+00
55+00
56+00
75+50 76+00
77+00
4 dh LIMIT LINE 105' TO
3 5 DH RC AB AB 2"C, 1 DLC
5 dhRCØ4PED Ø4PPB 1 2 RS SNS
8 6 Ø4PED Ø4PPB 1 2 Ø6PED Ø6PPB 1 2 RCAB
3 Ø6PED Ø6PPB 1 2
3 8 EXISTING SERVICE POINT (REMOVE EXISTING METER SERVICE) RC CB CB RC RC AB RS AB RC AB AB AB RS RC RC RC ABRC RCRSAB RC RS AB RC AB RC Ø2 25 MPH Ø2 Ø5 Ø4 Ø6 Ø5 Ø2 Ø4 Ø2 Ø6 Ø6 Ø4 Ø6 Ø5 Ø6 6 R10-12(MOD) PROPOSED SERVICE POINT S-1(E)
2023-02-22 6:08 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DWG-CI-SIG-0101 THRU 0108.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 - PHASE II 107
C87192
9/30/23
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI C I V I L
EJ R EMY M. S C HMA L
N T-105 71

TRAFFIC SIGNAL MODIFICATION PLAN

N STATE STREET AT SCOTT STREET RB JS
SCOTT ST 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 STEADY DEMAND SEQUENCE PROPOSED PHASE DIAGRAM 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: BBS BATTERY BACKUP SYSTEM PED PEDESTRIAN SIGNAL HEAD PPB PEDESTRIAN PUSH BUTTON RA RED ARROW YA YELLOW ARROW FYA FLASHING YELLOW ARROW GA GREEN ARROW VIDEO DETECTION ZONE CROSSWALK CENTERLINE OF LANE (LIMIT LINE DETECTION) STANDARD NOTES: 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 N STATE ST THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY NORTON ST TRAFFIC SIGNAL - IMPROVEMENT PLAN SCALE: 1" = 20' 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 VIDEO VEHICLE DETECTION ZONE TRAFFIC SIGNAL CONDUIT STREET NAME SIGN DETECTOR HANDHOLE DH dh TYPE "D" DETECTOR LOOP VIDEO BYCYCLE DETECTION ZONE VIDEO DETECTION ZONE CAMERA ALL EXISTING PEDESTRIAN SIGNALS SHALL BE REPLACED. ALL PEDESTRIAN SIGNALS SHALL BE LED WITH COUNTDOWN HAND-MAN INDICATIONS. Ø6 Ø6 PED Ø4 PED Ø4 Ø4 GA FYA YARA DETAIL A 4-SECTION Ø2 Ø2 Ø6 Ø6 PED Ø2 Ø5 Ø6 Ø6 PEDØ2 Ø2Ø4 PED Ø4 Ø4 2 ALL EXISTING PEDESTRIAN PUSH BUTTONS SHALL BE REPLACED. ALL PEDESTRIAN PUSH BUTTONS SHALL BE POLARA NAVIGATOR, OR APPROVED EQUAL.3 EXISTING DETECTOR LOOPS.4 INSTALL TYPE "A" DETECTOR.5 EQUIPMENT TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR.6 FURNISH AND INSTALL VIDEO DETECTION CAMERA ON SIGNAL POLE OR MAST ARM. COORDINATE DETECTION ZONES WITH ENGINEER.7 FURNISH AND INSTALL NEW TYPE III-AF SERVICE EQUIPMENT ENCLOSURE.8 FURNISH AND INSTALL 4-SECTION SIGNAL HEAD. SEE DETAIL A THIS SHEET. AB9 REMOVE AND SALVAGE EXISTING CONTROLLER CABINET AND EQUIPMENT COMPLETE. DISCONNECT ALL CABLES AND PULL BACK TO HOME RUN PULL BOX. 10 FURNISH AND INSTALL NEW 2070E CONTROLLER WITH 2033 SOFTWARE PROGRAM, NEW SIDE-MOUNTED BATTERY BACKUP SYSTEM, AND 332L CABINET. PULL ALL EXISTING CABLES TO NEW CABINET AND CONNECT PER INTENDED OPERATION. DETAIL B NOT TO SCALE 10 RW 9 7 CB BBS BBSCURB 2"C, 3#2 2"C, 3#2 2"C, 2#6 BACK OF SIDEWALK RC AB SEE DETAIL B AB CB R10-12(MOD) LEFT TURN ON FLASHING YIELD

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CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT - PHASE II 107
C87192
9/30/23
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Exp. SI GER ET RED PROFESSIONA L ENGI NEER STAT E OF CA L I FOR N AI C I V I L EJ R EMY M. S C HMA L T-106 72

TRAFFIC SIGNAL SCHEDULE TABLES
N STATE STREET AT SCOTT STREET RB 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 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY RS FA RS FA RS FA RS FA RS FA RS FA

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W www.ghd.com
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CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT - PHASE II 107 E-001 73
GENERAL ELECTRICAL JJVL RPG 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 LED LIGHT EMITTING DIODE 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

N NEUTRAL NIC NOT IN CONTRACT NL NIGHT LIGHT NTS NOT TO SCALE OC ON CENTER P POLE PA PUBLIC ADDRESS PT POTENTIAL TRANSFORMER PVC POLYVINYL CHLORIDE PB PULL BOX, ELECTRICAL RECPT RECEPTACLE, OUTLET RGS RIGID GALVANIZED STEEL (CONDUIT) RVSS REDUCED VOLTAGE SOFT START RTU REMOTE TERMINAL UNIT TBD TO BE DETERMINED 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. 2. PRIOR TO COMMENCING WORK ON EXISTING SYSTEMS OR WHERE EXISTING SYSTEMS REQUIRE SHUT DOWNS, COORDINATE WITH OWNERS REPRESENTATIVE. WHERE DISCONNECTING, MODIFYING OR WORKING ON EXISTING EQUIPMENT OR SYSTEMS, PROVIDE A WRITTEN METHOD OF PROCEDURE OUTLINING DATES, TIMES, DURATION AND DESCRIPTION OF PROPOSED WORK FOR APPROVAL PRIOR TO COMMENCING WORK . WORK ON EXISTING EQUIPMENT SHALL NOT COMMENCE UNTIL WRITTEN AUTHORIZATION IS GIVEN BY THE OWNERS REPRESENTATIVE. 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
J J
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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 - PHASE II 107 E-101 74

ELECTRICAL PLAN
S STATE ST STA. 209+50 - STA. 218+50 JJVL RPG
STA 214+00 MATCH LINE SEE BELOW S STATE ST
STA 214+00 MATCH LINE SEE ABOVE S STATE ST

W MILL ST

E MILL ST
N
0 10' 20' 40' SHEET KEYNOTES 1. PROVIDE FIXTURE, PHOTOCELL, POLE, CONCRETE POLE BASE, AND PULLBOX AS INDICATED. 2. PROVIDE TYPICAL STREET LIGHT FIXTURE. SEE LIGHT FIXTURE SCHEDULE ON E-601. 3. PROVIDE STREET LIGHTING SYSTEM PULLBOX. INTERCEPT AND CONNECT TO STREET LIGHTING CONDUIT. 4. PROVIDE 2 INCH TYPE 3 CONDUIT PER CALTRANS. SEE TYPICAL ELECTRICAL TRENCH DETAIL 1/E-501. 5. COORDINATE CONNECTION TO CITY OF UKIAH ELECTRIC DEPARTMENT SERVICE POINT. 6. COORDINATE CONNECTION TO CITY OF UKIAH ELECTRIC DEPARTMENT SECONDARY BOX. 7. COORDINATE CONNECTION TO CITY OF UKIAH ELECTRIC DEPARTMENT EXISTING SERVICE POINT. 1. COORDINATE ALL WORK AND SCHEDULE ALL POWER SHUTDOWNS W/ CITY OF UKIAH ELECTRICAL DEPARTMENT. 2. SEE STREET LIGHT WIRING DIAGRAM ON DETAIL 2/E-601 FOR EQUIPMENT RATINGS AND SIZES, CONDUIT AND CABLE SIZES. 3. SEE SINGLE LINE DIAGRAM ON SHEET E-601 FOR EQUIPMENT RATINGS AND SIZES, CONDUIT AND CABLE SIZES. SHEET GENERAL NOTES 1 2 A37 TYP
1 2 A37 TYP

W GOBBI ST

E GOBBI ST (E) TRAFFIC SIGNAL POLE AND COBRA HEAD STREET LIGHT TO REMAIN A37 TYP
1 2
2 3
4 3 1 2
1 2 3 3
3 1 2 1 2 3 1 2 3 3 1 2
3 3 1 2 3 1 2
3 3 1 2
3 1 2 3 1 2
1 2
4 4
4 4
4 4
4 4
4 3 1 2 1 2 3 3 1 2
3 1 2 3 1 2
1 2
3 3 1 2
3 3
1 2
3 1 2
3 1 2 3
4 4
4 4
4 SEE JOINT TRENCH PLANS SEE JOINT TRENCH PLANS SEE JOINT TRENCH PLANS 4 7
6 5
6 5
6 5 (E) TRAFFIC SIGNAL POLE AND COBRA HEAD STREET LIGHT TO REMAIN (E) TRAFFIC SIGNAL POLE AND COBRA HEAD STREET LIGHT TO REMAIN SHEET SPECIAL SYMBOL STREET LIGHT STREET LIGHT (E) COBRA HEAD LIGHT (E) TRAFFIC SIGNAL POLE AND COBRA HEAD STREET LIGHT TO REMAIN 4 4
3 1 2
4 1 2
1 4 4 4
4 4 4
4 4
4 4
4 4 4

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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 - PHASE II 107 E-102 75

ELECTRICAL PLAN
N STATE ST STA. 237+50 - STA. 245+50 JJVL RPG

W HENRY ST
STA 241+50 MATCH LINE SEE BELOW N STATE ST N STATE ST
STA 241+50 MATCH LINE SEE ABOVE
STA 245+50 MATCH LINE SEE DWG E-104
0 10' 20' 40'
N
1 2 A37 (E) STREET LIGHTING TO REMAIN (E) STREET LIGHTING TO REMAIN 1 2 A37 TYP
A37 TYP
A37 TYP
(E) CREEK
1 2
1 2 3 3 1 2
3 3
3 1 2
3 1 2 3
1 2
3 1 2 3 1 2
3 3 1 2
1 2 3
4 4 4
1 2 3 1 2 3
1 2
3 1 2
3 4 4
4 4
4 4 4
4 4 4
4 4
4 JOINT TRENCH (BY OTHERS) SEE JOINT TRENCH PLANS SEE JOINT TRENCH PLANS 6 5
4 SHEET KEYNOTES 1. PROVIDE FIXTURE, PHOTOCELL, POLE, CONCRETE POLE BASE, AND PULLBOX AS INDICATED. 2. PROVIDE TYPICAL STREET LIGHT FIXTURE. SEE LIGHT FIXTURE SCHEDULE ON E-601. 3. PROVIDE STREET LIGHTING SYSTEM PULLBOX. INTERCEPT AND CONNECT TO STREET LIGHTING CONDUIT. 4. PROVIDE 2 INCH TYPE 3 CONDUIT PER CALTRANS. SEE TYPICAL ELECTRICAL TRENCH DETAIL 1/E-501. 5. COORDINATE CONNECTION TO CITY OF UKIAH ELECTRIC DEPARTMENT SERVICE POINT. 6. COORDINATE CONNECTION TO CITY OF UKIAH ELECTRIC DEPARTMENT SECONDARY BOX. 7. COORDINATE CONNECTION TO CITY OF UKIAH ELECTRIC DEPARTMENT EXISTING SERVICE POINT. 1. COORDINATE ALL WORK AND SCHEDULE ALL POWER SHUTDOWNS W/ CITY OF UKIAH ELECTRICAL DEPARTMENT. 2. SEE STREET LIGHT WIRING DIAGRAM ON DETAIL 2/E-601 FOR EQUIPMENT RATINGS AND SIZES, CONDUIT AND CABLE SIZES. 3. SEE SINGLE LINE DIAGRAM ON SHEET E-601 FOR EQUIPMENT RATINGS AND SIZES, CONDUIT AND CABLE SIZES. SHEET GENERAL NOTES SHEET SPECIAL SYMBOL STREET LIGHT STREET LIGHT (E) COBRA HEAD LIGHT SEE JOINT TRENCH PLANS 1 2
3 4

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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 - PHASE II 107 E-103 76

ELECTRICAL PLAN
N STATE ST STA. 245+50 - STA. 253+50 JJVL RPG
N
0 10' 20' 40' N STATE ST
STA 245+50 MATCH LINE SEE DWG E-103

NORTON ST

SCOTT ST
1 2 A37 TYP
3 1 2
3 3
1 2 A37 TYP 1 2 3
4 4
4 SEE JOINT TRENCH PLANS
7 7
6 5
4 4 SHEET KEYNOTES 1. PROVIDE FIXTURE, PHOTOCELL, POLE, CONCRETE POLE BASE, AND PULLBOX AS INDICATED. 2. PROVIDE TYPICAL STREET LIGHT FIXTURE. SEE LIGHT FIXTURE SCHEDULE ON E-601. 3. PROVIDE STREET LIGHTING SYSTEM PULLBOX. INTERCEPT AND CONNECT TO STREET LIGHTING CONDUIT. 4. PROVIDE 2 INCH TYPE 3 CONDUIT PER CALTRANS. SEE TYPICAL ELECTRICAL TRENCH DETAIL 1/E-501. 5. COORDINATE CONNECTION TO CITY OF UKIAH ELECTRIC DEPARTMENT SERVICE POINT. 6. COORDINATE CONNECTION TO CITY OF UKIAH ELECTRIC DEPARTMENT SECONDARY BOX. 7. COORDINATE CONNECTION TO CITY OF UKIAH ELECTRIC DEPARTMENT EXISTING SERVICE POINT. 8. PROVIDE LIGHT FIXTURE. SEE TRAFFIC SIGNAL EQUIPMENT AND POLE SCHEDULE ON T-106. 1. COORDINATE ALL WORK AND SCHEDULE ALL POWER SHUTDOWNS W/ CITY OF UKIAH ELECTRICAL DEPARTMENT. 2. SEE STREET LIGHT WIRING DIAGRAM ON DETAIL 2/E-601 FOR EQUIPMENT RATINGS AND SIZES, CONDUIT AND CABLE SIZES. 3. SEE SINGLE LINE DIAGRAM ON SHEET E-601 FOR EQUIPMENT RATINGS AND SIZES, CONDUIT AND CABLE SIZES. SHEET GENERAL NOTES SHEET SPECIAL SYMBOL STREET LIGHT STREET LIGHT COBRA HEAD LIGHT (E) TRAFFIC SIGNAL POLE AND COBRA HEAD STREET LIGHT TO REMAIN 1 2
3 3
1 2
4 1 2
3 4
4 TRAFFIC SIGNAL POLE AND COBRA HEAD STREET LIGHT
8

Page 261 of 511 ends

E15580
12/31/17
No.

Exp. SI GER ET RED PROFESSIONA L ENGI NEER STAT E OF CA L I FOR N AI CI R H A R D P . G U G G I A N A E L E C T R I C A L 2023-02-22 7:35 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-DET-EL-0501.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 - PHASE II 107 E-501 77
ELECTRICAL DETAILS - 1 JJVL RPG 2 INCH TYPE 1 CONDUIT ELBOW AS NECESSARY TO ACCOMMODATE TRENCH DEPTH FINISH GRADE COUPLING 6-INCH MIN COUPLING 2 INCH TYPE 1 CONDUIT 2 INCH TYPE 3 CONDUIT NOTE: 1. MAINTAIN A MINIMUM VERTICAL SEPARATION OF 12" WHEN CROSSING UTILITIES. ROUTE CONDUIT EITHER ABOVE OR BELOW OTHER UTILITIES AS NECESSARY TO ACHIEVE THIS SEPARATION WHILE MAINTAINING THE MINIMUM BACKFILL COVERAGE.ROCK FREE NATIVE BACKFILL, 95% COMPACTION #4 MINIMUM SAND ALL AROUND REFER TO JOINT TRENCH PLAN 4 TYPICAL STREET LIGHT PULL BOX - HN1017 NO SCALE 24" MIN. COVER
3" AS REQUIRED
15" FOIL BACK WARNING TAPE 1 TYPICAL STREET LIGHT TRENCH NO SCALE 2 TYPICAL CONDUIT STUB-UP NO SCALE 8 9 110 2 11 57123 14156 13 3-INCH CLR 18'' MIN 1 1/2-INCH CLR
60 " 17 18 STANDARD HOOK16 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 STREET LIGHT PULL BOX, JENSEN H1017 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 "STREETLIGHT" OR SIMILAR. SURFACE PAVEMENT PER CIVIL DRAWINGS 3 TYPICAL CONCRETE POLE BASE NO SCALE SIDEWALK CURB STREETLIGHT 15 516"1934" 1438" 978" 134" 12" LIFTING HOLE 10" x 17" (NOMINAL I.D.) DIRECT BOLT DOWN BRACKETS STANDARD. SNAP IN PLACE CLIPS AND NUTS PRE-INSTALLED · ETCHED POLYPROPYLENE FACE · FACE ANCHORED IN CONCRETE · ULTRA-VIOLET INHIBITOR CONCRETE STEEL REINFORCED BOLT DOWN LID COVER BOX HN1017-B

Page 262 of 511 ends

LIGHTING FIXTURE SCHEDULE TYPE MARK MANUFACTURER MODEL FIXTURE DESCRIPTION MOUNTING LAMP TYPE COLOR TEMP WATTAGE A PHILIPS LUMEC DMS50-35W32LED3K-T-LE2S-UNV-DMG-SMA-PHXL-RC-BKTX DOMUS 50 15' POLE MOUNTED LED 3000 K 37 E15580
12/31/17
No.

Exp.

SI GER
ET

RED PROFESSIONA L ENGI NEER

STAT E OF CA L I FOR N AI
CI R H A R D P . G U G G I A N A

E L E C T R I C A L
2023-02-22 7:15 PM RBELTRAN
N:\US\SANTA ROSA\PROJECTS\561\11225278\DIGITAL_DESIGN\ACAD 2020\SHEETS\11225278-GHD-0000-SLD-EL-0601.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 - PHASE II 107 E-601 78

SINGLE LINE DIAGRAM & SCHEDULE JJVL RPG
1 SINGLE LINE DIAGRAM - STANDARD STREET LIGHT SCALE: NOT TO SCALE TYPE C SPLICE PER CALTRANS ES-13A BREAKAWAY FUSE HOLDER IN LIGHT POLE #12 AWG #10 AWGTYPICAL STREET LIGHT PULL BOX TO NEXT STREET LIGHT PULL BOX STREET LIGHT FIXTURE 2 STREET LIGHT WIRING DIAGRAM SCALE: NOT TO SCALE TO NEXT STREET LIGHT PULL BOX NOTES: 1. STREET LIGHT WIRING IN 2" CONDUIT, UON. SECONDARY BOX TO NEXT STREET LIGHT 10A FUSE W/ BREAKAWAY FUSE HOLDER IN STREET LIGHT PULL BOX (TYP) #10 AWG (TYP) #12 AWG (TYP) TO NEXT STREET LIGHT TO NEXT STREET LIGHT STREET LIGHT PULL BOX (TYP) STREET LIGHT PULLBOX ACROSS THE STREET 30A SERVICE FUSE IN STREET LIGHT PULL BOX 30A FUSED TAP STREET LIGHT FEED IS ALWAYS: 1. FROM TRANSFORMER OR SECONDARY BOX - PROVIDED BY THE CITY OF UKIAH ELECTRICAL DEPARTMENT. 2. FUSED. STREET LIGHT PULL BOX: 1. INDIVIDUAL STREET LIGHT ARE FUSED IN ADJACENT STREET LIGHT PULL BOX. 2. STREET LIGHT CROSSING ARE FUSED. 3. STREET LIGHT FEED IS CONTINUOUS FUSE TO LUMINAIRE. (E) 240/120V SINGLE PHASE, 3W CITY OF UKIAH SERVICE STREET LIGHT FIXTURE (TYP)

Page 263 of 511 ends

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101+00
102+00 ALIGN SCORING WITH EXISTING ADJACENT SCORE PATTERN STATE STREET STATE STREET

WEST GOBBI ST
2023-02-22 11:06 AM YHU
\\WRTDESIGN.COM\SF-LDRIVE\8000\8333.02 UKIAH DOWNTOWN STREETSCAPE PHASE 2\4-DOCUMENTS\4-95% CD\SHEETS\LM.101 GOBBI 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

DOWNTOWN STREETSCAPE AND

ROAD DIET PROJECT - PHASE II
C87192
9/30/23
No.

Exp.

SI GE R
ET

R ED PRO FESS ION A L E NGI N EE R

STA T E O F C A L I FO R N AI

C I V I L
EJ R E M Y M . S C H M A L
100% DESIGN PLANS
NOT FOR CONSTRUCTION GOBBI STREET LM.101
0 20' 40' SCALE: 1" = 20'
N
MATCH LINE SEE SHEET LM.102

TRASH RECEPTACLE, SURFACE MOUNT SYMBOL TYPE BIKE RACK, SURFACE MOUNT BENCH, SURFACE MOUNT PEDESTRIAN-LEVEL STREET LIGHT TYPE CIP PEDESTRIAN CONCRETE PAVING WITH MEDIUM BROOM FINISH, SCORE JOINT PER DETAIL CIP PEDESTRIAN CONCRETE PAVING WITH MEDIUM BROOM FINISH FINISH, 1.5'X3' SCORE JOINT GRID PER DETAIL 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.501 SED SCD SCD3 LM.501 TREE PIT WITH DECOMPOSED GRANITE MULCH 3'X5' OR 5'X8' PER PLAN6 LP.501 EXISTING UTILITY POLE, SCD EXISTING SPECIALTY PAVING TO REMAIN AND BE PROTECTED SCD SEE CIVIL DRAWINGS THERMOPLASTIC DECORATIVE TREATMENT AT CROSSWALKS SCD CIP VEHICULAR CONCRETE PAVING WITH MEDIUM BROOM FINISH, SCORE JOINT PER DETAIL SCD BRICK BAND, TYP. PA C3 PA PLANTING AREA BIORETENTION PLANTING AREA SCD 5 & 6 LM.501 5 & 6 LM.501 6 LM.501 4 & 5 LM.501
1 LM.501

Page 264 of 511 ends

211+00 212+00 213+00 214+00 1+00 STATE STREET PA STATE STREET PA 2023-02-22 11:09 AM YHU
\\WRTDESIGN.COM\SF-LDRIVE\8000\8333.02 UKIAH DOWNTOWN STREETSCAPE PHASE 2\4-DOCUMENTS\4-95% CD\SHEETS\LM.102 UKIAH GATEWAY.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 - PHASE II
C87192
9/30/23
No.

Exp.

SI GE R
ET

R ED PRO FESS ION A L E NGI N EE R

STA T E O F C A L I FO R N AI

C I V I L
EJ R E M Y M . S C H M A L
100% DESIGN PLANS
NOT FOR CONSTRUCTION UKIAH GATEWAY LM.102
0 20' 40' SCALE: 1" = 20'
N
MATCH LINE SEE SHEET LM.103
MATCH LINE SEE SHEET LM.101

Page 265 of 511 ends

W MILL STREET STATE STREET MATCH ADJACENT SCORE PATTERN ON MILL ST. PA PA STATE STREET

WEST MILL ST
2023-02-22 11:12 AM YHU
\\WRTDESIGN.COM\SF-LDRIVE\8000\8333.02 UKIAH DOWNTOWN STREETSCAPE PHASE 2\4-DOCUMENTS\4-95% CD\SHEETS\LM.103 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

DOWNTOWN STREETSCAPE AND

ROAD DIET PROJECT - PHASE II
C87192
9/30/23
No.

Exp.

SI GE R
ET

R ED PRO FESS ION A L E NGI N EE R

STA T E O F C A L I FO R N AI

C I V I L
EJ R E M Y M . S C H M A L
100% DESIGN PLANS
NOT FOR CONSTRUCTION MILL STREET LM.103
0 20' 40' SCALE: 1" = 20'
N
MATCH LINE SEE SHEET LM.102

Page 266 of 511 ends

240+00 241+00 242+00 243+00 244+00 27+00 28+00 29+00 30+00 31+00 PA C3 STATE STREET

WEST HENRY ST
2023-02-22 11:15 AM YHU
\\WRTDESIGN.COM\SF-LDRIVE\8000\8333.02 UKIAH DOWNTOWN STREETSCAPE PHASE 2\4-DOCUMENTS\4-95% CD\SHEETS\LM.104 W 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

DOWNTOWN STREETSCAPE AND

ROAD DIET PROJECT - PHASE II
C87192
9/30/23
No.

Exp.

SI GE R
ET

R ED PRO FESS ION A L E NGI N EE R

STA T E O F C A L I FO R N AI

C I V I L
EJ R E M Y M . S C H M A L
100% DESIGN PLANS
NOT FOR CONSTRUCTION W HENRY STREET LM.104
0 20' 40' SCALE: 1" = 20'
N TRASH RECEPTACLE, SURFACE MOUNT SYMBOL TYPE BIKE RACK, SURFACE MOUNT BENCH, SURFACE MOUNT PEDESTRIAN-LEVEL STREET LIGHT TYPE CIP PEDESTRIAN CONCRETE PAVING WITH MEDIUM BROOM FINISH, SCORE JOINT PER DETAIL CIP PEDESTRIAN CONCRETE PAVING WITH MEDIUM BROOM FINISH FINISH, 1.5'X3' SCORE JOINT GRID PER DETAIL 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.501 SED SCD SCD3 LM.501 TREE PIT WITH DECOMPOSED GRANITE MULCH 3'X5' OR 5'X8' PER PLAN6 LP.501 EXISTING UTILITY POLE, SCD EXISTING SPECIALTY PAVING TO REMAIN AND BE PROTECTED SCD SEE CIVIL DRAWINGS THERMOPLASTIC DECORATIVE TREATMENT AT CROSSWALKS SCD CIP VEHICULAR CONCRETE PAVING WITH MEDIUM BROOM FINISH, SCORE JOINT PER DETAIL SCD BRICK BAND, TYP. PA C3 PA PLANTING AREA BIORETENTION PLANTING AREA SCD 5 & 6 LM.501 5 & 6 LM.501 6 LM.501 4 & 5 LM.501
1 LM.501

Page 267 of 511 ends

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55+00
56+00 PA PA C3 PA C3
PA C3 PA PA STATE STREET STATE STREET

NORTON STREET

SCOTT STREET
2023-02-22 11:17 AM YHU
\\WRTDESIGN.COM\SF-LDRIVE\8000\8333.02 UKIAH DOWNTOWN STREETSCAPE PHASE 2\4-DOCUMENTS\4-95% CD\SHEETS\LM.105 NORTON 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

DOWNTOWN STREETSCAPE AND

ROAD DIET PROJECT - PHASE II
C87192
9/30/23
No.

Exp.

SI GE R
ET

R ED PRO FESS ION A L E NGI N EE R

STA T E O F C A L I FO R N AI

C I V I L
EJ R E M Y M . S C H M A L
100% DESIGN PLANS
NOT FOR CONSTRUCTION NORTON ST LM.105
0 20' 40' SCALE: 1" = 20'
N
MATCH LINE SEE SHEET LM.104

Page 268 of 511 ends

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 GALV. EXPANSION BOLT WITH ACORN HEAD, TYP.

PLUS (2) TAMPER-RESISTANT ANCHORS. BASE PLATE SECTION 3'' MIN EMBED. 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 MOUNTING AT BENCH PAD PLANTING 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 BENCH PAD CONCRETE SIDEWALK PER CIVIL 3/8" MORTAR JOINT, TYP. 2" MORTAR SETTING BED AGGREGATE BASE BRICK CURB PER CIVIL PREPARED SUBGRADE

W MILL STREET
ALIGN EQUAL SPACING MIN 4', MAX 5'
3'-0" 5'-0"
1'-6" ALIGN
4'-6" TYP. 3'-0"
1'-6" ALIGN
6 LP.500 3'X5' TREE WELL
4-- SEE LANDSCAPE BRICK BAND LAYOUT LEGEND FOR CONCRETE FINISHES TYP.2-- BIKE RACK WASTE RECEPTACLE EQ EQ 2'-6" 2'-6"
6"
2'-6" 2'-6" 5'X8' TREE WELL SEE LANDSCAPE LAYOUT LEGEND FOR CONCRETE FINISHES TYP. 4-- BRICK BAND 3'-0"
6" WASTE RECEPTACLE 8'-0" 2 EQUAL SPACES 3'-0"
1'-6"
1'-6" EQUAL SPACING MIN 4', MAX 5' ALIGN ALIGN ALIGN
ALIGN
2-- BIKE RACK
2023-02-22 12:02 PM YHU
\\WRTDESIGN.COM\SF-LDRIVE\8000\8333.02 UKIAH DOWNTOWN STREETSCAPE PHASE 2\4-DOCUMENTS\4-95% CD\SHEETS\LM.501 MATERIALS 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 - PHASE II 99
C87192
9/30/23
No.

Exp.

SI GE R
ET

R ED PRO FESS ION A L E NGI N EE R

STA T E O F C A L I FO R N AI

C I V I L
EJ R E M Y M . S C H M A L
100% DESIGN PLANS
NOT FOR CONSTRUCTION MATERIALS DETAILS LM.501 TYPICAL CORNER HARDSCAPE LAYOUT 5 SCALE: 3/16"=1'-0"
- BRICK BAND
4 SCALE: 1" = 1'-0"
- BENCH PAD
3 SCALE: 1 1/2" = 1'-0"
- BIKE RACK
2 SCALE: 3/4" = 1'-0"
- PLANTER RAIL AT BIOSWALE
1 SCALE: 1 1/2" = 1'-0"
- TYPICAL INTERIOR HARDSCAPE LAYOUT
6 SCALE: 3/16"=1'-0"
-

Page 269 of 511 ends

206+00 207+00 208+00 209+00 210+00
101+00
102+00 STATE STREET STATE STREET
WEST GOBBI ST 206+00 207+00 208+00 209+00 210+00
101+00
102+00 STATE STREET STATE STREET

WEST GOBBI ST
2023-02-22 11:23 AM YHU
\\WRTDESIGN.COM\SF-LDRIVE\8000\8333.02 UKIAH DOWNTOWN STREETSCAPE PHASE 2\4-DOCUMENTS\4-95% CD\SHEETS\LP.101 GOBBI 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

DOWNTOWN STREETSCAPE AND

ROAD DIET PROJECT - PHASE II
C87192
9/30/23
No.

Exp.

SI GE R
ET

R ED PRO FESS ION A L E NGI N EE R

STA T E O F C A L I FO R N AI

C I V I L
EJ R E M Y M . S C H M A L
100% DESIGN PLANS

NOT FOR CONSTRUCTION
0 20' 40' SCALE: 1" = 20'
N GOBBI STREET LP.101
MATCH LINE SEE SHEET LP.102 PLANTING NOTES 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 CONTRACTORSHALL 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. SYMBOL BOTANICAL NAME COMMON NAME ACE RUB ACER RUBRUM 'OCTOBER GLOW' OCTOBER GLOW RED MAPLE TREES EXISTING TREE TO REMAIN AND BE PROTECTED, SEE SPECIFICATIONS FOR TREE PROTECTION CER CAN CERCIS CANADENSIS EASTERN REDBUD KOE PAN KOELREUTERIA PANICULATA GOLDEN RAIN TREE PLA ACE PLATANUS X ACERIFOLIA LONDON PLANE TREE QUE WIS QUERCUS WISLIZANII INTERIOR LIVE OAK ROB AMB ROBINIA X AMBIGUA 'PURPLE ROBE' PURPLE ROBE LOCUST ULM PAR ULMUS PARVIFOLIA 'DRAKE' DRAKE CHINESE ELM RATING WUCOLS M MM
MVL

LL PIS CHI PISTACIA CHINENSIS CHINESE PISTACHE
L 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 IRIS DOUGLASIANA DOUGLAS IRIS 1 GAL L JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL L CAREX DIVULSA BERKELEY SEDGE 1 GALM LOMANDRA LONGIFOLIA 'BREEZE' BREEZE MAT RUSH 1 GAL L STACHYS BYZANTINA LAMB'S EARS 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 PLANTING LEGEND LAVANDULA PENDUNCULATA 'GHOSTLY PRINCESS' GHOSTLY PRINCESS SPANISH LAVENDER CALANDRINIA SPECTABILIS ROCK PURSLANE HEMEROCALLIS X 'MONOLD' STARBURST DOUBLE GOLD EVERGREEN DAYLILY 1 GAL L 1 GAL M

Page 270 of 511 ends

211+00 212+00 213+00 214+00 1+00 STATE STREET STATE STREET 211+00 212+00 213+00 214+00 1+00 STATE STREET STATE STREET 8 ACE RUB 24" BOX
5 ACE RUB 24" BOX
5 PLA ACE 24" BOX ENLARGEMENT 1
1 PIS CHI 24" BOX 213+00 214+00
2023-02-22 11:26 AM YHU
\\WRTDESIGN.COM\SF-LDRIVE\8000\8333.02 UKIAH DOWNTOWN STREETSCAPE PHASE 2\4-DOCUMENTS\4-95% CD\SHEETS\LP.102 UKIAH GATEWAY.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 - PHASE II
C87192
9/30/23
No.

Exp.

SI GE R
ET

R ED PRO FESS ION A L E NGI N EE R

STA T E O F C A L I FO R N AI

C I V I L
EJ R E M Y M . S C H M A L
100% DESIGN PLANS

NOT FOR CONSTRUCTION
0 20' 40' SCALE: 1" = 20'
N UKIAH GATEWAY LP.102
MATCH LINE SEE SHEET LP.103
MATCH LINE SEE SHEET LP.101 PLANTING NOTES 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.

Page 271 of 511 ends

215+00 2+00 216+00 3+00 215+00 2+00 216+00 3+00 217+00 4+00 218+00 5+00 219+00 6+00 MATCH ADJACENT SCORE PATTERN ON MILL ST. PA PA PA STATE STREET WEST MILL ST 215+00 2+00 216+00 3+00 217+00 4+00 218+00 5+00 219+00 6+00 MATCH ADJACENT SCORE PATTERN ON MILL ST. PA PA PA STATE STREETWEST MILL ST 3 PIS CHI 24" BOX
4 PLA ACE 24" BOX
2 CER CAN 24" BOX
1 CER CAN 24" BOX
3 ROE AMB 24" BOX
2 PIS CHI 24" BOX
2 KOE PAN 24" BOX ENLARGEMENT 2 ENLARGEMENT 3
2023-02-22 11:29 AM YHU
\\WRTDESIGN.COM\SF-LDRIVE\8000\8333.02 UKIAH DOWNTOWN STREETSCAPE PHASE 2\4-DOCUMENTS\4-95% CD\SHEETS\LP.103 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

DOWNTOWN STREETSCAPE AND

ROAD DIET PROJECT - PHASE II
C87192
9/30/23
No.

Exp.

SI GE R
ET

R ED PRO FESS ION A L E NGI N EE R

STA T E O F C A L I FO R N AI

C I V I L
EJ R E M Y M . S C H M A L
100% DESIGN PLANS

NOT FOR CONSTRUCTION
0 20' 40' SCALE: 1" = 20'
N MILL STREET LP.103
MATCH LINE SEE SHEET LP.102 PLANTING NOTES 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.

Page 272 of 511 ends

Ukiah City CouncilFebruary 19, 2025

Ukiah City Council
February 19, 2025