Ukiah City Council
February 1, 2023

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451+00

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RAIL CL
"T" LINE

WETLAND C
WETLAND B WETLAND B MATCHLINE STA 446+83 MATCHLINE STA 450+75 TM
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R/W
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RAIL CL
"T" LINE

WETLAND B

PROTECT COLUMN IN PLACE

NORGARD LN
SB HWY 101
NB HWY 101

RAIL CL

COUNTY R/W

COUNTY R/W
"T" LINE

CONSTRUCTION STAGING AREA

END BASE BID, BEGIN ADD-ALT
Project
Client
Plot Date: 21 December 2022 - 6:32 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\EN\C3D\sheets\12557341-GHD-0000-ERO-EN-D101.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

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

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

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

EROSION CONTROL PLAN
0 10' 20' 40'

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

EROSION CONTROL PLAN N

EROSION CONTROL LEGEND

TEMPORARY SILT FENCE PER CALTRANS BMP FACT SHEET
SC-1

PLACE TEMPORARY FIBER ROLLS FOR SLOPE PROTECTION

DURING CONSTRUCTION PER CALTRANS BMP FACT SHEET
SC-5

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

TEMPORARY TREE PROTECTION FENCING, SEE LANDSCAPE

PLAN FOR NOTES

TEMPORARY ESA WETLAND PROTECTION FENCING

RIPARIAN AREA TO REMAIN, TO BE PROTECTED

RIPARIAN AREA TO BE TEMPORARY IMPACT

RIPARIAN AREA TO BE PERMANENT IMPACT

WETLAND TO REMAIN, TO BE PROTECTED

WETLAND OR WATERS TO BE TEMPORARY IMPACT

WETLAND OR WATERS TO BE PERMANENT IMPACT

WATERS TO REMAIN, TO BE PROTECTED

EXISTING TREE TO REMAIN, TO BE PROTECTED

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

COM
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458+00
R/W
R/W

NORGARD LN

PROTECT COLUMN IN PLACE

PROTECT FENCE IN PLACE
WATERS D2

COUNTY R/W COUNTY R/W

PROTECT EXISTING RAIL BRIDGE IN PLACE

END BASE BID, BEGIN ADD-ALT
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"T" LINE

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

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

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

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

EROSION CONTROL PLAN
0 10' 20' 40'

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

EROSION CONTROL PLAN N

EROSION CONTROL LEGEND

TEMPORARY SILT FENCE PER CALTRANS BMP FACT SHEET
SC-1

PLACE TEMPORARY FIBER ROLLS FOR SLOPE PROTECTION

DURING CONSTRUCTION PER CALTRANS BMP FACT SHEET
SC-5

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

TEMPORARY TREE PROTECTION FENCING, SEE LANDSCAPE

PLAN FOR NOTES

TEMPORARY ESA WETLAND PROTECTION FENCING

RIPARIAN AREA TO REMAIN, TO BE PROTECTED

RIPARIAN AREA TO BE TEMPORARY IMPACT

RIPARIAN AREA TO BE PERMANENT IMPACT

WETLAND TO REMAIN, TO BE PROTECTED

WETLAND OR WATERS TO BE TEMPORARY IMPACT

WETLAND OR WATERS TO BE PERMANENT IMPACT

WATERS TO REMAIN, TO BE PROTECTED

EXISTING TREE TO REMAIN, TO BE PROTECTED

X EXISTING TREE TO BE REMOVED
MATCHLINE STA 458+59

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

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RAIL CL
"T" LINE MATCHLINE STA 462+49 MATCHLINE STA 466+39
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RAIL CL
"T" LINE MATCHLINE STA 466+39 MATCHLINE STA 470+29
Project
Client
Plot Date: 21 December 2022 - 6:32 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\EN\C3D\sheets\12557341-GHD-0000-ERO-EN-D101.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

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

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

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

EROSION CONTROL PLAN
0 10' 20' 40'

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

EROSION CONTROL PLAN N

EROSION CONTROL LEGEND

TEMPORARY SILT FENCE PER CALTRANS BMP FACT SHEET
SC-1

PLACE TEMPORARY FIBER ROLLS FOR SLOPE PROTECTION

DURING CONSTRUCTION PER CALTRANS BMP FACT SHEET
SC-5

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

TEMPORARY TREE PROTECTION FENCING, SEE LANDSCAPE

PLAN FOR NOTES

TEMPORARY ESA WETLAND PROTECTION FENCING

RIPARIAN AREA TO REMAIN, TO BE PROTECTED

RIPARIAN AREA TO BE TEMPORARY IMPACT

RIPARIAN AREA TO BE PERMANENT IMPACT

WETLAND TO REMAIN, TO BE PROTECTED

WETLAND OR WATERS TO BE TEMPORARY IMPACT

WETLAND OR WATERS TO BE PERMANENT IMPACT

WATERS TO REMAIN, TO BE PROTECTED

EXISTING TREE TO REMAIN, TO BE PROTECTED

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

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R/W R/W

R/W R/W

R/W R/W

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

ATT&T OPTICAL

ATT&T OPTICAL
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478+00

R/W R/W

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

RAIL CL
"T" LINE
WATERS D1

PROTECT EXISTING RAIL BRIDGE IN PLACE

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

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

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

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

EROSION CONTROL PLAN
0 10' 20' 40'

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

EROSION CONTROL PLAN N

EROSION CONTROL LEGEND

TEMPORARY SILT FENCE PER CALTRANS BMP FACT SHEET
SC-1

PLACE TEMPORARY FIBER ROLLS FOR SLOPE PROTECTION

DURING CONSTRUCTION PER CALTRANS BMP FACT SHEET
SC-5

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

TEMPORARY TREE PROTECTION FENCING, SEE LANDSCAPE

PLAN FOR NOTES

TEMPORARY ESA WETLAND PROTECTION FENCING

RIPARIAN AREA TO REMAIN, TO BE PROTECTED

RIPARIAN AREA TO BE TEMPORARY IMPACT

RIPARIAN AREA TO BE PERMANENT IMPACT

WETLAND TO REMAIN, TO BE PROTECTED

WETLAND OR WATERS TO BE TEMPORARY IMPACT

WETLAND OR WATERS TO BE PERMANENT IMPACT

WATERS TO REMAIN, TO BE PROTECTED

EXISTING TREE TO REMAIN, TO BE PROTECTED

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

Project Client Plot Date: 30 September 2022 - 11:59 AM Plotted By: Carmela Sambo N:\Shared\PROJECTS\2021\00-2021-230 Ukiah, CA Great Redwood Trail Phase 4\CAD\L101.dwg 0 Bar is one inch on original size sheet Approved Date Author Drafting Check Designer Project Director Project No. Date Filename: Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" No. Issue Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D Size CITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 2022-09-30 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. B. BURCHFIELD R. BOOTH, C. SAMBO R. BOOTH R. BOOTH 304 12th Street, Suite 2A | Oakland, CA 94607 510-540-5008 | altago.com SCALE PLAN SCALE FEET 20 0 10 20 40

MATCHLINE - SEE BELOW LEFT

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

SCALE PLAN SCALE FEET 20 0 10 20 40
MATCHLINE - SEE SHEET L-103 Project Client Plot Date: 30 September 2022 - 12:00 PM Plotted By: Carmela Sambo N:\Shared\PROJECTS\2021\00-2021-230 Ukiah, CA Great Redwood Trail Phase 4\CAD\L102.dwg 0 Bar is one inch on original size sheet Approved Date Author Drafting Check Designer Project Director Project No. Date Filename: Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" No. Issue Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D Size CITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 2022-09-30 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. B. BURCHFIELD R. BOOTH, C. SAMBO R. BOOTH R. BOOTH 304 12th Street, Suite 2A | Oakland, CA 94607 510-540-5008 | altago.com LANDSCAPE AND SITE FURNISHINGS PLAN 53 MATCHLINE - SEE SHEET L-101 1"=20' L-102 D 415+00 416+00 417+00 418+00 419+00 S EC 52 SF EC 56 SF EC 110 SF AM AM QL AM AM AM AM AM CE CE CE HA CE QL QL CE CE HA HA GRASSES (409 sf) GRASSES (723 sf) PERENNIALS (478 sf) PERENNIALS (554 sf) GRASSES (501 sf) PERENNIALS (219 sf) PERENNIALS (304 sf) GRASSES (282 sf) PERENNIALS (120 sf) GRASSES (488 sf) PERENNIALS (184 sf) PERENNIALS (823 sf) GRASSES (613 sf) PERENNIALS (357 sf) SEATING BENCH ON CONCRETE PAVING (17.5 SF) CONCRETE PAD (28 SF) R / W R / W 12 L302 12 L302 BIKE RACK (3) ON CONCRETE PAVING (14 SF) INTERPRETIVE SIGN SHADE STRUCTURE PICNIC TABLE (1) ON CONCRETE PAVING (73 SF) CONCRETE PAD (369 SF) STONE SEATING BOULDERS (3) 4' 7' 34'
13'
4' 24' R10' HOLIDAY INN PARKING LOT MATERIALS LEGEND SEATING BENCH PICNIC TABLE BOULDERS SHADE STRUCTURE BIKE RACK BIKE REPAIR STATION INTERPRETIVE SIGN CONCRETE PAVING S 13 L-301

SCALE PLAN SCALE FEET 20 0 10 20 40
MATCHLINE - SEE SHEET L-104 Project Client Plot Date: 30 September 2022 - 12:00 PM Plotted By: Carmela Sambo N:\Shared\PROJECTS\2021\00-2021-230 Ukiah, CA Great Redwood Trail Phase 4\CAD\L103.dwg 0 Bar is one inch on original size sheet Approved Date Author Drafting Check Designer Project Director Project No. Date Filename: Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" No. Issue Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D Size CITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 2022-09-30 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. B. BURCHFIELD R. BOOTH, C. SAMBO R. BOOTH R. BOOTH 304 12th Street, Suite 2A | Oakland, CA 94607 510-540-5008 | altago.com LANDSCAPE AND SITE FURNISHINGS PLAN MATCHLINE - SEE ABOVE L-103 MATCHLINE - SEE BELOW LEFT MATCHLINE - SEE SHEET L-102 SCALE PLAN SCALE FEET 20 0 10 20 40 1"=20' 54 431+00 432+00 433+00 434+00 R / W R / W EC 245 SF AIRPORT PARK BLVD EC 211 SF CE CE AM AM AM HA HA HA PERENNIALS (666 sf) GRASSES (975 sf) PERENNIALS (409 sf) CE EC 261 SF AM MATERIALS LEGEND SEATING BENCH PICNIC TABLE BOULDERS SHADE STRUCTURE BIKE RACK BIKE REPAIR STATION INTERPRETIVE SIGN CONCRETE PAVING S 13 L-301 XX XX XX XXXX 48"RCP FL=588.51' 48"RCP FL=587.69' 430+00 XX XX XX XXXX EC 711 SF CE CE CE CE AMHA HA AM AM AM AM AM AMAM AM AM AM AM HA HA HA HA HA HA HA AM AM AM AM
HA QL QL QL PERENNIALS (463 sf) GRASSES (2,106 sf) PERENNIALS (872 sf) GRASSES (717 sf) PERENNIALS (409 sf) CE
EC 261 SF

SCALE PLAN SCALE FEET 20 0 10 20 40 Project Client Plot Date: 30 September 2022 - 2:42 PM Plotted By: Carmela Sambo N:\Shared\PROJECTS\2021\00-2021-230 Ukiah, CA Great Redwood Trail Phase 4\CAD\L104.dwg 0 Bar is one inch on original size sheet Approved Date Author Drafting Check Designer Project Director Project No. Date Filename: Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of Title 1" No. Issue Checked Design Check Project Manager Conditions of Use Scale Sheet ANSI D Size CITY OF UKIAH THE GREAT REDWOOD TRAIL PHASE 4 E. FANSELAU M. KENNEDY 12557341 2022-09-30 96 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 GHD Inc. B. BURCHFIELD R. BOOTH, C. SAMBO R. BOOTH R. BOOTH 304 12th Street, Suite 2A | Oakland, CA 94607 510-540-5008 | altago.com LANDSCAPE AND SITE FURNISHINGS PLAN 55 MATCHLINE - SEE SHEET L-103 1"=20' L-104 476+00 477+00 478+00 479+00 480+00 54321 S WALL 12"PIPE INV=578.16' WALL PLANT RD EC 236 SF EC 189 SF EC 2,001 SF EC 245 SF CE CE AM AM AM AM CE QL CECE HAHA HA AMAM AM AM AMAM AMAM AM HA HA HA CE CE CE QL QL QL QL QL AM AM EC 124 SF GRASSES (1,213 sf) PERENNIALS (597 sf) PERENNIALS (409 sf) GRASSES (1,055 sf) GRASSES (908 sf) GRASSES (601 sf) GRASSES (1,215 sf) PERENNIALS (1,371 sf) PERENNIALS (619 sf) GRASSES (351 sf) PERENNIALS (255 sf) GRASSES (550 sf) PERENNIALS (349 sf) R / W R / W BIKE RACK (3) ON CONCRETE PAVING (14 SF) INTERPRETIVE SIGN SHADE STRUCTURE PICNIC TABLE (1) ON CONCRETE PAVING (73 SF) CONCRETE PAD (454 SF) SEATING BENCH ON CONCRETE PAVEMENT (17.5 SF) 12 L302 14' 40' BIKE REPAIR STATION (1) ON CONCRETE PAVEMENT (4 SF) TREES BOTANICAL NAME COMMON NAME SIZE QTY REMARKS QL Quercus lobata Valley Oak 24" Box 17 SHRUBS BOTANICAL NAME COMMON NAME SIZE QTY REMARKS AM Arctostaphylos manzanita Common Manzanita 3 gal. 60 CE Ceanothus sp. Ceanothus 3 gal. 31 HA Heteromeles arbutifolia Toyon 3 gal. 25 GROUND COVERS BOTANICAL NAME COMMON NAME SIZE QTY REMARKS PERENNIALS 13,332 sf Asclepias sp. Milkweed 1 gal. 739 Eriogonum fasciculatum California Buckwheat 1 gal. 14,964 Eriophyllum lanatum Oregon Sunshine 1 gal. 6,651
Grindelia sp. Gumweed 1 gal. 1,663
Lupinus sp. Lupine 1 gal. 451 Monardella villosa Coyote Mint 1 gal. 451 Penstemon heterophyllus Foothill Penstemon 1 gal. 73 Salvia clevelandii Cleveland Sage 1 gal. 1,153 PLANT SCHEDULE GRASSES 16,205 sf Danthonia californica California Oatgrass 1 gal. 1,053 Festuca californica California Fescue Plug 1,053 Muhlenbergia rigens Deer Grass 1 gal. 169 Stipa pulchra Purple Needle Grass Plug 1,516 Eschscholzia californica California Poppy seed 5,498 sf MATERIALS LEGEND SEATING BENCH PICNIC TABLE BOULDERS SHADE STRUCTURE BIKE RACK BIKE REPAIR STATION INTERPRETIVE SIGN CONCRETE PAVING S 13 L-301

3"
6"

B&B OR CONTAINERIZED

SHRUB (TYP)
MIN 3" OF WOOD CHIP MULCH

FINISH GRADE

REMOVE CONTAINER

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

AND STRING

NATIVE BACKFILL SOIL
AMENDED WITH 25%

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

SET ALL SHRUBS AT

NURSERY LEVEL (TYP)

ROOTBALL
DEPTH

UNDISTURBED SUBGRADE
(PROVIDES FIRM BASE SO

THAT ROOTBALL WILL NOT
SINK)
PLAN

SECTION

GROUNDCOVER PLANT

FINISH GRADE

PLANTING EDGE

TRAIL, CURB, WALK,

DRIVEWAY, FENCE

OR PROPERTY LINE

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

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

SPACING SHALL BE

APPROXIMATED IN ORDER TO

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

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

TYP.

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

OR APPROVED EQUAL, SIDE OPENING, WITH RECYCLING

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

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

ABOVE ADJACENT CURB &

SIDEWALK GRADE
TREE PIT DEPTH = ROOTBALL

DEPTH (MEASURE BEFORE

DIGGING TO AVOID

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

UNDISTURBED SOIL BELOW

ROOTBALL

DRIVE STAKE AT ROOTBALL EDGE
(TYP)

UNDISTURBED SUBGRADE
(PROVIDES FIRM BASE SO THAT

ROOTBALL WILL NOT SINK)
NOTES:

1. INSTALLATION INCLUDES REMOVAL

OF STAKES ONE YEAR AFTER

INSTALLATION

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

HARDSCAPE

ROUGHEN SIDES OF

PLANTING HOLE MAXIMIZE

EXCAVATED AREA WITHOUT

UNDERMINING ADJACENT

PAVING/CURB

REMOVE ALL WIRE & STRING,

AND REMOVE ALL BURLAP
FROM TOP 2/3 OF ROOTBALL

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

CU YD) DECOMPOSED

ORGANIC MULCH

AMENDMENT FOR ENTIRE

TREE PIT AREA TO ROOTBALL
DEPTH

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

MULCH AREA TO BE CLEAR OF

GRASS, WEEDS, ETC TO REDUCE

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

WIDTH) NAIL OR STAPLE TREE TIE

MATERIAL TO STAKE TO HOLD
VERTICALLY. LOOP EACH TIE

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

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

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

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

NOTE:

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

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

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

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

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

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

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

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

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

COLOR:

SEALER:

MODEL #101S - 72" CONCRETE PICNIC TABLE
©

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

BIKE REPAIR STATION DETAIL DRAWING IS CONCEPTUAL. CONTRACTOR TO

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

FRONT ELEVATION

TOP ELEVATION

SIDE ELEVATION
NOTES:

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

POWDERCOATED SILVER COLOR

2. VERIFY EXACT LOCATION WITH ENGINEER PRIOR TO INSTALLATION.

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

MIN. 48" CLEAR

ROADWAY CURB
NOTES:

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

2. LOCATE BIKE RACK PER PLAN

3. CONTRACTOR SHALL INSTALL BIKE RACK PER

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

INSTALL BIKE RACK

IN-GROUND EMBEDDED

IN CONCRETE PER

MANUFACTURER'S

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

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

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

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

13 CONCRETE PAVING SECTION 14 CONCRETE AT EXISTING TRAIL, SECTION

FURNISHING DETAILS

COORDINATE WITH CIVIL ENGINEER

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

STIFF BRISTLE BROOM

FINISH PERPENDICULAR

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

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

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

EXISTING SUBGRADE
EQ EL

PREPARE, SAW-CUT OR CLEAN EXISTING

PAVEMENT EDGE AS REQUIRED

EXISTING

SUBBASE

EXISTING

SUBGRADE

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

MATCH OR EXCEED

EXISTING SUBBASE DEPTH

EXISTING MATERIAL

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

L302
13 12 CONCRETE TRAILHEAD PLAN
SCORE

JOINTS, TYP
3,500 PSI CONCRETE,

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

CONCRETE
~
~ 2' TYP 2' TYP
VARIES

EXPANSION
JOINT
(EJ)
ALL
EDGES
TOOLED
NOTE:

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

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

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

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

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

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

DESIGN BASIS

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

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

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

3. DESIGN LIVE LOADS:

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

4. DEFLECTION LIMITS:

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

PRE-ENGINEERED BRIDGES

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

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

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

5. PRE-ENGINEERED FOUNDATION DESIGN IS BASED ON ASSUMED REACTIONS INDICATED BY THE BRIDGE MANUFACTURER. CONTRACTOR SHALL SUBMIT ACTUAL FOUNDATION REACTIONS AND OBTAIN APPROVAL FROM ENGINEER PRIOR TO CONSTRUCTION OF FOUNDATIONS OR REVIEW OF CONCRETE SHOP DRAWINGS. CONCRETE SHOP DRAWINGS WILL NOT BE REVIEWED WITHOUT FINAL PEB REACTIONS AND FINAL PEB SHOP DRAWINGS.

6. PREMANUFACTURED BRIDGE SHALL BE IN ACCORDANCE WITH:

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

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

GENERAL NOTES

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

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

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

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

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

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

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

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

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

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

9. FOR QUALITY CONTROL INSPECTION AND TESTING REQUIREMENTS DURING CONSTRUCTION, SEE SPECIFICATIONS. FOUNDATIONS FOR PEDESTRIAN BRIDGES NOTES

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

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

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

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

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

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

4. ALL COMPACTED STRUCTURAL FILL SHALL CONFORM TO THE PROJECT SPECIAL PROVISIONS . 5. CONCRETE FOOTINGS SHALL NOT BE PLACED UNTIL FILL AND SUBGRADE HAVE BEEN CHECKED IN PLACE AND APPROVED BY THE ENGINEER.

CONCRETE AND REINFORCING NOTES

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

MASONRY NOTES

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

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

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

4. ALL MASONRY CELLS SHALL BE FULLY GROUTED.

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

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

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

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

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

WELDED WIRE WALL NOTES

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

2. DESIGN WALLS FOR 75-YEAR LIFE.

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

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

MSE WALL PARAMETERS
CASE

FRICTION ANGLE,
Φ (°) C (PSF) UNIT WEIGHT, γ
(PCF) PGA (g)
FOUNDATION 28 100 120
REINFORCED FILL 32 0 125 0.94
RETAINED FILL 28 100 120
Project
Client
Plot Date: 30 September 2022 - 5:08 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\ST\C3D\sheets\12557341-GHD-0000-BRG-ST-D001.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

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

STAT E OF CA L I FOR N

C I V I L
IA

S T E P HA NI E G O UL D
No. C86103

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

F/F FACE TO FACE

FA FRAMING ANGLE

FB FLAT BAR

FDTN FOUNDATION

FIN FINISH

FLG FLANGE

FLR FLOOR

FN FIELD NAIL

FOC FACE OF CONCRETE/CURB

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FOW FACE OF WALL

FRMG FRAMING

FRTW FIRE RETARDANT TREATED WOOD

FS FAR SIDE

FT FEET, FOOT

FTG FOOTING

FURG FURRING
g OR G ACCELERATION DUE TO GRAVITY

GA GAGE

GALV GALVANIZED

GLB GLUED LAMINATED BEAM

GR GRADE

H HIGH, HEIGHT

HDR HEADER

HGR HANGER

HLDN HOLDDOWN

HORIZ HORIZONTAL

HS HIGH STRENGTH

HSB HIGH STRENGTH BOLT

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT

ICC INTERNATIONAL CODE COUNCIL

ID INSIDE DIAMETER

IJ ISOLATION JOINT

INFO INFORMATION

INT INTERIOR

IR INSIDE RADIUS

JH JOIST HANGER

JT JOINT

L ANGLE, LONG, LENGTH

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LRFD LOAD AND RESISTANCE FACTOR DESIGN

LS LAG SCREW

LWC LIGHT WEIGHT CONCRETE

MAX MAXIMUM

MB MACHINE BOLT

MC MISCELLANEOUS CHANNEL

MCJ MASONRY CONTROL JOINT

MDJ MASONRY DOWEL JOINT

MECH MECHANICAL

MEJ MASONRY EXPANSION JOINT

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MKJ MASONRY KEY JOINT

MRJ MASONRY RAKE JOINT

NA NOT APPLICABLE

NF NEAR FACE

NIC NOT IN CONTRACT

NPS NOMINAL PIPE SIZE

NTS NOT TO SCALE

NWC NORMAL WEIGHT CONCRETE

O/ OVER

OAE OR APPROVED EQUAL

OC ON CENTER

OD OUTSIDE DIAMETER

OG ORIGINAL GROUND

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OR OUTSIDE RADIUS

PAF POWER ACTUATED FASTENER

PCC PRECAST CONCRETE

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

AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY

AND TRANSPORTATION OFFICIALS

A/E ARCHITECT / ENGINEER

AB ANCHOR BOLT

ABUT ABUTMENT

ABV ABOVE

ADDL ADDITIONAL

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECT

ARS ACCELERATION RESPONSE SPECTRUM

ATR ALL THREAD ROD

AWS AMERICAN WELDING SOCIETY

BB BEGINNING OF BRIDGE

BFF BELOW FINISH FLOOR

BKG BACKING

BLDG BUILDING

BLKG BLOCKING

BLW BELOW

BM BEAM

BMU BRICK MASONRY UNIT

BN BOUNDARY NAIL

BOS BOTTOM OF STEEL

BOT BOTTOM

BTWN BETWEEN

BVC BEGIN VERTICAL CURVE

C CAMBER, CHANNEL

CB CARRIAGE BOLT

CBC CALIFORNIA BUILDING CODE

CFSF COLD-FORMED STEEL FRAMING

CG CENTER OF GRAVITY

CIDH CAST-IN-DRILLED-HOLE

CJ CONSTRUCTION JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECT, CONNECTION

CONT CONTINUE, CONTINUOUS

CRS COLD ROLLED STEEL

CSK COUNTER SUNK

CTR CENTER

D PENNY (NAIL), DEEP, DEPTH

DBL DOUBLE

DCW DEMAND CRITICAL WELD

DEG DEGREE

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DJ DOWEL JOINT

DL DEAD LOAD

DO DITTO, DO OVER

DOUG FIR DOUGLAS FIR

DWG DRAWING

DWL DOWEL

EA EACH

EB END OF BRIDGE

EE EACH END

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC, ELECTRICAL

ELEV ELEVATOR

EMBED EMBEDMENT

EN EDGE NAIL

EOS EDGE OF SLAB

EQ EQUAL, EQUALLY

ES EACH SIDE

EVC END VERTICAL CURVE

EW EACH WAY

EXT EXTERIOR

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

STRUCTURAL ABBREVIATIONS LEGEND

PJP PARTIAL JOINT PENETRATION

PL PLATE, PROPERTY LINE

PLF POUNDS PER LINEAR FOOT

PREFAB PREFABRICATE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PTW PRESERVATIVE TREATED WOOD

QTY QUANTITY

R RADIUS, RISER

RC RELATIVE COMPACTION

REBAR REINFORCING STEEL BAR

REINF REINFORCE, REINFORCING

REQ REQUIRE, REQUIRED

RND ROUND

RO ROUGH OPENING

RS ROUGH SAWN

RWD REDWOOD

RWLOL RETAINING WALL LAYOUT LINE

S SPACED, SPACING, SPLICE, STEP

SAD SEE ARCHITECTURAL DRAWINGS

SCHED SCHEDULE

SE STRUCTURAL ENGINEER

SEC SECOND

SECT SECTION

SFRS SEISMIC FORCE RESISTING SYSTEM

SIM SIMILAR

SJ SHRINKAGE JOINT

SL SNOW LOAD

SP STRUCTURAL PANEL

SPEC SPECIFICATION

SQ SQUARE

SST STAINLESS STEEL

STAG STAGGERED

STD STANDARD

STIF STIFFENER

STIR STIRRUP

STL STEEL

STRUCT STRUCTURAL

SYMM SYMMETRICAL

T TREAD, THICKNESS

T&B TOP & BOTTOM

T&G TONGUE & GROOVE

THK THICKNESS

THRU THROUGH

TJ TOOL JOINT

TN TOE NAIL

TOB TOP OF BEAM

TOC TOP OF CURB/CONCRETE

TOF TOP OF FRAMING/FOOTING/FLOOR

TOG TOP OF GRATING

TOJ TOP OF JOIST

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOS TOP OF STEEL

TOSP TOP OF STRUCTURAL PANEL

TOT TOP OF TRUSS

TOW TOP OF WALL

TPB TREATED PERMEABLE BASE

TS TUBE STEEL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

VERT VERTICAL

VIF VERIFY IN FIELD

VR VAPOR RETARDER

W WIDE, WIDTH, WELD, W-SHAPE

W/ WITH

W/O WITHOUT

WF WIDE FLANGE

WHS WELDED HEADED STUD

WL WIND LOAD

WO WHERE OCCURS

WP WORKING POINT

WT WEIGHT, W TEE-SHAPE

WTS WELDED THREADED STUD

WWLOL WINGWALL LAYOUT LINE

WWR WELDED WIRE REINFORCEMENT

XS EXTRA STRONG

XXS DOUBLE EXTRA STRONG
Project
Client
Plot Date: 30 September 2022 - 5:09 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\ST\C3D\sheets\12557341-GHD-0000-BRG-ST-D002.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

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

STAT E OF CA L I FOR N

C I V I L
IA

S T E P HA NI E G O UL D
No. C86103

STRUCTURAL ABBREVIATIONS

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

585
458+00
"T" STA:457+61.83
OFF:0.00
N:2171045.217
E:6222570.630
"T" STA:458+06.83
OFF:0.00
N:2171003.148
E:6222586.605
458+00
570
575
580
585
590
595
600
570
575
580
585
590
595
600
457+50 458+00 458+20
457+50 457+60 457+70 457+80 457+90 458+00 458+10 458+20 STA = 457+61.83 EL = 588.09 STA = 458+06.83 EL = 588.09 Project
Client
Plot Date: 30 September 2022 - 5:10 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\ST\C3D\sheets\12557341-GHD-0000-BRG-ST-D101.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

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

STAT E OF CA L I FOR N

C I V I L
IA

S T E P HA NI E G O UL D
No. C86103

NORGARD LANE BRIDGE PLAN

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

SHEET GENERAL NOTES

SHEET KEYNOTES

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

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

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

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

SAFETY RAIL

RUB RAIL

TOE PLATE

VERTICAL

BOTTOM CHORD
A

BRIDGE TYPICAL SECTION

NOT TO SCALE

TOP CHORD

DIAGONAL

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

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

FLOOR BEAM
3 TYP
BRIDGE

CENTERLINE
(E) RAILROAD
BRIDGE
2 OHW = 583.0'

TRAIL FG

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

RIGHT OF

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

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

DECK OR PER BRIDGE

MANUFACTURER - WHICHEVER

VARIES, IS GREATER
6" MIN

1.5% SLOPE (AWAY
FROM TRACK, TYP.

BOTH BRIDGES)

PER BRIDGE
MNFR

477+00
"T" STA:477+37.87
OFF:0.00
N:2169196.791
E:6223268.778
"T" STA:477+07.87
OFF:0.00
N:2169224.833
E:6223258.119
477+00
565
570
575
580
585
590
595
565
570
575
580
585
590
595
477+00 477+50
477+00 477+10 477+20 477+30 477+40 477+50 STA = 477+07.87 EL = 582.75 STA = 477+37.87 EL = 582.75 Project
Client
Plot Date: 30 September 2022 - 5:12 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\ST\C3D\sheets\12557341-GHD-0000-BRG-ST-D102.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

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

STAT E OF CA L I FOR N

C I V I L
IA

S T E P HA NI E G O UL D
No. C86103

PLANT ROAD BRIDGE PLAN AND

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

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

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

SHEET GENERAL NOTES

SHEET KEYNOTES

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

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

CENTERLINE
(E) RAILROAD
BRIDGE
2 OHW = 579.6'

TRAIL FG

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

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

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

TOP OF WALL AT

8.0' LEFT OF

CENTERLINE

BOTTOM OF WALL EG AT FACE OF WALL PROTRUDE CULVERT THROUGH

FACE OF WALL PER WALL

MNFR'S RECOMMENDATIONS
SEE SHEET C-122 FOR

CULVERT DRAINAGE

DETAILS
444+00
445+00

BEGIN (N) MSE

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

BEGIN (N) MSE

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

BACK OF WALL

REINFORCEMENTS, TYP
Project
Client
Plot Date: 30 September 2022 - 5:13 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\ST\C3D\sheets\12557341-GHD-0000-RWA-ST-D103.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

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

STAT E OF CA L I FOR N

C I V I L
IA

S T E P HA NI E G O UL D
No. C86103

RETAINING WALL PLAN, PROFILE ,

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

SHEET GENERAL NOTES

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

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

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

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

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

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

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

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

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

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

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

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

FG TRAIL
EG
NORGARD LN BRIDGE ABUTMENT 2

NORGARD LN BRIDGE

STRUCTURE PER

MANUFACTURER

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

FG TRAIL
EG
NORGARD LN BRIDGE ABUTMENT 1

NORGARD LN BRIDGE

STRUCTURE PER

MANUFACTURER

TOP OF STEM WALL
= FG OF TRAIL

NORGARD LANE BRIDGE

ABUTMENT ELEVATIONS - ADD

ALTERNATIVE
1" = 5' S-201 64
C. PHELPS
S. GOULD
E. FANSELAU
B. CROWELL SEP 30, 2022
Project
Client
Plot Date: 30 September 2022 - 5:15 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\ST\C3D\sheets\12557341-GHD-0000-BRG-ST-D201.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

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

STAT E OF CA L I FOR N

C I V I L
IA

S T E P HA NI E G O UL D
No. C86103

NORGARD LANE BRIDGE

ABUTMENT ELEVATIONS - ADD

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

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

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

DIMENSION VIEW ELEVATION VIEW

DIMENSION VIEW ELEVATION VIEW

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

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

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

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

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

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

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

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

FG TRAIL
PLANT RD BRIDGE ABUTMENT 2
EG

PLANT RD BRIDGE

STRUCTURE PER

MANUFACTURER

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

FG TRAIL
PLANT RD BRIDGE ABUTMENT 1
EG

PLANT RD BRIDGE

STRUCTURE PER

MANUFACTURER

TOP OF STEM WALL
= FG OF TRAIL

PLANT ROAD BRIDGE ABUTMENT

ELEVATIONS - ADD ALTERNATIVE
1" = 5' S-202 65
C. PHELPS
S. GOULD
E. FANSELAU
B. CROWELL SEP 30, 2022
Project
Client
Plot Date: 30 September 2022 - 5:16 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\ST\C3D\sheets\12557341-GHD-0000-BRG-ST-D201.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

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

STAT E OF CA L I FOR N

C I V I L
IA

S T E P HA NI E G O UL D
No. C86103

PLANT ROAD BRIDGE ABUTMENT

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

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

DIMENSION VIEW ELEVATION VIEW

DIMENSION VIEW ELEVATION VIEW

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

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

FACE OF WALL
8'-0"

NEW CALTRANS CABLE
RAILING PER RSP B11-47

REINFORCED BACKFILL
EG

TOP OF WALL

BOTTOM OF WALL

SOIL REINFORCEMENTS

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

TEMPORARY

EXCAVATION
SLOPE
6" PERFORATED PLASTIC PIPE.

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

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

OVERLAP FABRIC AT TOP 6" MIN.

FG
Project
Client
Plot Date: 30 September 2022 - 5:17 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\ST\C3D\sheets\12557341-GHD-0000-RWA-ST-D301.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

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

STAT E OF CA L I FOR N

C I V I L
IA

S T E P HA NI E G O UL D
No. C86103

RETAINING WALL TYPICAL

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

RETAINING WALL TYPICAL SECTION
SCALE: 1" = 2'-0" 0 2' 4'

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

CONCRETE SURFACE

CONCRETE

SURFACE

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

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

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

1. LENGTHS SHOWN ARE FOR GRADE 60 UNCOATED BARS.

2. LENGTHS SHOWN ARE IN INCHES.

3. INCREASE LENGTHS 30% FOR LIGHT WEIGHT CONCRETE

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

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

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

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

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

1. FOR ROUND OPENING USE

CIRCUMSCRIBING

RECTANGLE FOR

REINFORCING APPLICATION

2. PROVIDE EXTRA BARS (NOT

SHOWN) PARALLEL TO SIDES

OF OPENINGS EQUAL TO

AREAS OF INTERRUPTED
SLAB BARS. EXTEND FULL

LENGTH OF SPAN AND/OR

LENGTH OF INTERRUPTED

BARS AS APPLICABLE
1- #5 BAR

CENTERED MIN

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

DIAGONAL CORNER BARS, EA FACE,

EA CORNER OF OPENING

CUT TYPICAL WALL REINF

INTERRUPTED BY OPENING AND

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

AS POSSIBLE AND END

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

INTERSECTION CORNER

TYP LAP

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

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

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

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

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

JAMB OR WALL END PLAN

CORNER PLAN
NOTES:

1. ALL WALLS TO BE SOLID

GROUTED

2. PLACE VERT REBAR AT

CENTER OF WALL, UNO

OPEN END BLOCKS

THROUGHOUT

REINF PER

SECTION, TYP

BAR POSITIONER OR
EQUAL AT 200x BAR DIA

MAX FOR POSITIONING

VERT REBAR

PROVIDE CLEANOUT AT

BOTTOM COURSE FOR

GROUT POURS
GREATER THAN 5'-0"

STD HOOK AT

WALL END, TYP

LAP LAP
(2) #5 BAR VERT

AT CORNER
LAP
(2) #5 BAR

VERT AT JAM
(2) #5 BAR VERT

AT CORNER

INTERIOR WALL END PLAN
Project
Client
Plot Date: 30 September 2022 - 5:18 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\ST\C3D\sheets\12557341-GHD-0000-BRG-ST-D501.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

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

STAT E OF CA L I FOR N

C I V I L
IA

S T E P HA NI E G O UL D
No. C86103

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

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

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

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

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

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

INTO ADJACENT WINGWALLS
#8 @ 12", TOP

AND BOTTOM

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

OPTIONAL

CONSTRUCTION JOINT
#5 LONG. BARS (5 TOTAL)

GEOCOMPOSITE

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

DAYLIGHT

DRAIN PIPE

DRAINAGE

DETAIL A

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

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

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

SIDE OF ANCHORS
(2) #6 HAIRPINS EACH SIDE

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

CONTRACTOR'S OPTION, CAST-IN-PLACE

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

BRIDGE NOTES:

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

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

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

3. HOLE LOCATION TO BE DETERMINED BY BRIDGE
MANUFACTURER.

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

TIGHT AGAINST SECOND NUT AND PEEN BOLT
THREADS.

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

CONCRETE DECK PER
A
S-101

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

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

STEM WALL INTO WING WALL

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

BRIDGE CONNECTION PLATE

PER MANUFACTURER
A
-

C TRAIL
L
BRIDGE
2% 2%

CAP AT END OF
WINGWALL, TYP 2%

EXTEND DRAIN

PIPE TO DAYLIGHT
3" PERFORATED

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

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

WRAP FILTER FABRIC

AROUND TOP OF

GEOCOMPOSITE DRAIN

BACK OF

ABUTMENT WALL
3" DIA. PERFORATED

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

MATERIAL WRAPPED IN

CLASS A FILTER FABRIC
Project
Client
Plot Date: 30 September 2022 - 5:19 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\ST\C3D\sheets\12557341-GHD-0000-BRG-ST-D502.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of
Title
1"
No. Issue Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size
Status Code

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

STAT E OF CA L I FOR N

C I V I L
IA

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

STRUCTURAL BRIDGE DETAILS -

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

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

DEMOLITION LIMITS PER SHEETS C-405 & C-406

DEMOLISH ADD'L
2' OF WALL
REBUILD 2'

OF WALL
B
-
A
-

WALL ELEVATION - EXISTING

WALL ELEVATION - REBUILD DESIGN HEIGHT
2" CEMENT MORTAR CAP

REPAIR DAMAGED AC PARKING

LOT AND RESTORE TO

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

1. MATCH EXISTING ADJACENT WALL HEIGHT

AND DETERMINE DESIGN HEIGHT AS DEFINED
IN THIS DETAIL.

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

SPACING, FOOTING DIMENSIONS, AND CMU
SIZE FOR THE DETERMINED DESIGN HEIGHT. ADJACENT (E) WALL HEIGHT PER CALTRANS B3-7B

LAP SPLICE
7 S-501

COAT EXPOSED REBAR AND

MASONRY/CONCRETE FOOTING WITH

SIKA ARMATEC (OR EQUAL) PRIOR

TO CONSTRUCTING NEW WALL

DRILL AND EPOXY

HORIZONTAL REINFORCING
2'-0"
Project
Client
Plot Date: 30 September 2022 - 5:20 PM Plotted By: Haytham Daas N:\US\Santa Rosa\Projects\561\12557341\Digital_Design\ST\C3D\sheets\12557341-GHD-0000-RWA-ST-D503.dwg 0 Bar is one inch on
original size sheet
Approved Date
Author Drafting Check
Designer Project Director
Project No. Date
Filename:

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of
Title
1"
No. Issue Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size
Status Code

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

STAT E OF CA L I FOR N

C I V I L
IA

S T E P HA NI E G O UL D
No. C86103

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

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

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

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

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

ELECTRICAL SYMBOLS LEGEND,

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

ANNOTATION

SWITCHING

LIGHTING

CONDUIT

CONCRETE UNDERGROUND HAND HOLE
(NUMBER DENOTES CHRISTY SIZE)

TRANSFORMER

EQUIPMENT
N30
OR
OR

DENOTES HEIGHT IN INCHES

AFF (INTERIOR) AFG (EXTERIOR)

ELECTRICAL SYMBOLS LEGEND GENERAL ELECTRICAL NOTES

KEYNOTE

RACEWAY, FEEDER OR CIRCUIT DESIGNATION (SEE SCHEDULE)

LIGHTING FIXTURE TYPE DESIGNATION
(SEE SCHEDULE)

DETAIL INDICATOR SECTION INDICATOR

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

SPECIAL PURPOSE RECEPTACLE AS DESIGNATED

SEE 'SPECIAL SYMBOLS' ON EACH SHEET

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

GROUND ROD

GUY WIRE AND ANCHOR

CONDUIT INSTALLED ABOVE GRADE

CONDUIT INSTALLED UNDERGROUND OR UNDER SLAB

CONDUIT STUB-OUT WITH CAP

FLEXIBLE CONDUIT WHIP TO LIGHT FIXTURE OR EQUIPMENT

OUTDOOR SITE LIGHT, POLE MOUNTED LUMINAIRE ARROW

INDICATES AIMING DIRECTION, IF APPLICABLE

ENHANCED LED SIGN

CIRCUIT AND SWITCH DESIGNATION FOR LIGHTING FIXTURE

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

PHOTO CONTROL SWITCH
1a

DENOTES
SWITCH

DENOTES

CIRCUIT

DENOTES TYPE

DENOTES WATTS
6R5

DENOTES
RELAY

DENOTES

CIRCUIT
POWER
#10

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

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

SEE THE SINGLE LINE DIAGRAM FOR FEEDER SIZES.

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

INDICATES

BRANCH PANEL

INDICATES CIRCUIT
BREAKER I.D.

COMMA INDICATES MULTIPLE

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

SLASH INDICATES

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

DETAIL NUMBER

SHEET NUMBER ON

WHICH DETAIL APPEARS

SECTION LETTER

SHEET NUMBER ON WHICH

SECTION APPEARS
OR

OBJECT LINES

NEW OBJECTS
(HEAVY CONTINUOUS LINES, UNDERGROUND CONDUIT

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

FINE DASHED LINES)

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

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

A AMPERES

AC ALTERNATING CURRENT

AF AMP FRAME

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AIC AMPS INTERRUPTING CAPACITY

ATS AUTOMATIC TRANSFER SWITCH

AWG AMERICAN WIRE GAUGE

BAT BATTERY

BFG BELOW FINISH GRADE

C CONDUIT

CB CIRCUIT BREAKER

CO CONDUIT ONLY

CPT CONTROL POWER TRANSFORMER

CT CURRENT TRANSFORMER

CU COPPER

DC DIRECT CURRENT

EGU ENGINE GENERATOR UNIT

EM EMERGENCY

EMT ELECTRICAL METALLIC TUBING

ENT ELECTRICAL NON-METALLIC TUBING

EP EXPLOSION PROOF

FC FOOT CANDLE

FU FUSE

GND GROUND

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GFI GROUND FAULT INTERRUPTER

GFR GROUND FAULT RELAY

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

HP HORSEPOWER

HPS HIGH PRESSURE SODIUM

IG ISOLATED GROUND

JB JUNCTION BOX

KAIC KILO-AMPS INTERRUPTING CAPACITY

KV KILOVOLT

KVA KILOVOLT-AMP

KW KILOWATT

KWH KILOWATT-HOUR

LV LOW VOLTAGE

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MCP MOTOR CIRCUIT PROTECTOR

MFR MANUFACTURER

MLO MAIN LUGS ONLY

MV MEDIUM VOLTAGE

NIC NOT IN CONTRACT

NL NIGHT LIGHT

NTS NOT TO SCALE

OC ON CENTER

PA PUBLIC ADDRESS

PT POTENTIAL TRANSFORMER

PVC POLYVINYL CHLORIDE

PB PULL BOX, ELECTRICAL

RECPT RECEPTACLE, OUTLET

RGS RIGID GALVANIZED STEEL (CONDUIT)

RVSS REDUCED VOLTAGE SOFT START

RTU REMOTE TERMINAL UNIT

TBD TO BE DETERMINED
TVSS TRANS. VOLT. SURGE SUPPRESSOR

UF UNDER FLOOR

UG UNDERGROUND

UON UNLESS OTHERWISE NOTED
V VOLT

VA VOLT-AMP

VFD VARIABLE FREQUENCY DRIVE

WP WEATHERPROOF

WPI WEATHERPROOF IN USE

XFMR TRANSFORMER

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

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

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

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

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

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

WHERE DISCONNECTING, MODIFYING OR WORKING ON EXISTING EQUIPMENT OR

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

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

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

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

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

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

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

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

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

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

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

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

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

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

SHEET GENERAL NOTES

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

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

SHEET KEYNOTES

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

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

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

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

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

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

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

PEDESTAL-A

UTILITY PULLBOX

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

ACTUAL POWER SOURCE

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

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

COORDINATE INSTALLATION OF

PULL BOX AND POLE FIXTURE

AROUND SIGN

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

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of
Title
1"
No. Issue Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.
0 5' 10'
TRAIL LIGHTING PLAN 2
1" = 5' E-102 72
A.YOUNG
E.OSORNO
H.DAAS
C.RICHARDS SEP 30, 2022

NORGARD LN INTERSECTION LIGHTING PLAN N

SHEET KEYNOTES

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

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

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

4. PROVIDE 3" CONDUIT WITH PULSTRING IN TRENCH.

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

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

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

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

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

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

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

SHEET GENERAL NOTES

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

POWER SOURCE FOR SERVICE TBD BY PG&E.

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

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

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

Sheet No. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose. www.ghd.com of
Title
1"
No. Issue Checked
Design Check
Project Manager
Conditions of Use
Scale Sheet
ANSI D
Size CITY OF UKIAH
THE GREAT REDWOOD TRAIL PHASE 4
E. FANSELAU
M. KENNEDY 12557341 96
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
GHD Inc.
0 5' 10'
TRAIL LIGHTING PLAN 3

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

PLANT RD LIGHTING PLAN N

SHEET KEYNOTES

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

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

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

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

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

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

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

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

POWER SOURCE FOR SERVICE TBD BY PG&E.

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

FIXTURE PULLBOX 2
6 PLANT RD

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

SIGN PER CIVIL PLANS

COORDINATE INSTALLATION OF

PULL BOX AND POLE FIXTURE

AROUND SIGN

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

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

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

AS NECESSARY TO

ACCOMMODATE TRENCH
DEPTH

FINISH GRADE

COUPLING
6-INCH MIN

COUPLING
3 INCH
TYPE 1 CONDUIT
3 INCH
TYPE 3

CONDUIT
NOTE:

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

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

ROCK FREE NATIVE
BACKFILL, 90%

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

BREAKAWAY

FUSE HOLDER

IN LIGHT POLE
#12 AWG

TYPICAL PULL BOX TO SERVICE

PEDESTAL

LIGHT FIXTURE
4 STREET LIGHT WIRING DIAGRAM

NO SCALE

UTILITY METER, PROVIDED BY
UTILITY.

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

LIGHTING CONTACTOR

CONVENIENCE RECEPTACLE
CONCRETE BASE. SEE METERING PEDESTAL

FOUNDATION

FINISH GRADE

UTILITY ENTRANCE SPACE

SEISMIC ANCHORS PER PEDESTAL

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

MANUFACTURER DETAILS FOR

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

PANEL MOUNTED SURGE PROTECTION DEVICE
(SPD)
NOTE:

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

MINIMUM

ELBOW RADIUS

REQUIREMENTS

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

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

BOX EXTENSIONS AS

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

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

PULL BOX SIZE PER PLANS WITH LID

SET THE PULL BOX TRUE

AND LEVEL WITH THE FINAL
GRADE

SEAL AROUND

CONDUIT WITH GROUT
(TYP.)
1" DRAIN HOLE

CONDUIT BELL END
(TYP.)

CONDUIT TURNED UP AT
45° ANGLE
3 TYPICAL PULL BOX

NO SCALE
6"

RADIUS PER TABLE A

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

STANDARD AND STREET

LIGHT PULLBOX

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

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

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

NO SCALE
ENHANCED W11-15 TRAIL SIGN

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

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

NORGARD INTERSECTION
NOT USED 7'-0" MIN

LED POWER

CONTROL IN
NEMA 3R

ENCLOSURE

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

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

ELECTRICAL SINGLE LINE

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

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

METER BY UTILITY

COMPANY
1 TYPICAL METERING PEDESTAL
2 SCHEDULES

SHEET KEYNOTES

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

2. PROVIDE PULLBOX AS SHOWN ON PLANS.

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

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

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

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

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

AT NORGARD ONLY
2 ADDITIONAL PULL BOX

AT NORGARD ONLY
4 4
4 4

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

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

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

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

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

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

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

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

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

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

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

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

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

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

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

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

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

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

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

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

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

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

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

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

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

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

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

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

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

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

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

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

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

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

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

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

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

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

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

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

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

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

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

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

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

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

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

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

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

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

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

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

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

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

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

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

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

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

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

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

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

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

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

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

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

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

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

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

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

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

1.50% -1.50%

1.50% -1.50%

1.50% -1.50%

1.50% -1.50%

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

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

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

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

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

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

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

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

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

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

ADD ALTERNATIVE

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

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

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

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

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

ADD ALTERNATIVE

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

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

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

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

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

ADD ALTERNATIVE

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

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

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

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

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

ADD ALTERNATIVE

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

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

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

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

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

ADD ALTERNATIVE

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

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

No. C64814 REGI STERED PROFESSIONA L ENGINEER

STAT E OF CA L I FOR N

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

CROSS SECTIONS
STA 476+50 TO STA 480+00
1" = 5' C-820 96
C. PHELPS
C. PHELPS
E. FANSELAU
E. FANSELAU SEP 30, 2022

ADD ALTERNATIVE

Agenda Item No: 8.d.

MEETING DATE/TIME: 2/1/2023
ITEM NO: 2023-2308

AGENDA SUMMARY REPORT
SUBJECT: Approve Plans and Specifications for the Fish Hatchery Supply Pump Replacement Project, Specification 23-04, and Direct Staff to Advertise for Bids.

DEPARTMENT: Electric Utility PREPARED BY: Sonu Upadhyay, Senior Power Engineer PRESENTER: Sonu Upadhyay, Sr Power Engineer
ATTACHMENTS:

1. Low Voltage Motors Fractional to 250 HP

2. Vertical Pumps

3. Mechanical Equipment Installation

4. Engineering Cost Estimate
Summary: Council will consider approving the plans and specifications for the Fish Hatchery Supply Pump Replacement project, Specification 23-04, and direct Staff to advertise for bids. This project includes replacing the existing pumps so that there is available redundancy during operation.

Background: Lake Mendocino Hydroelectric Plant (Plant) has been in operation since 1986 and provides up to 10% of the city's energy needs with clean, renewable energy. The plant has two (2) hydro-generation units, one (1) 1000 kW and one (1) 2500 kW unit. It is located adjacent to the Lake Mendocino Fish Hatchery. The Fish Hatchery is operated by the California Department of Fish and Game and provides a vital role in restoring steelhead populations to the Russian River. As a condition of the Plant's operation, the City is required to provide, operate, and maintain a water supply system as outlined in Article 35 of the Federal Energy Regulatory Commission (FERC) license. The Fish Hatchery operates between December and May, every year, and requires fifteen (15) CFS of water flow continuously. During normal operation, water for the Fish Hatchery is delivered through a 12” gravity-fed line. There are two (2) 60 hp pumps that serve as a backup to the gravity-fed supply line.

When the plant is in bypass mode due to flood control measures managed by the Army Corps of Engineers, electric pumps are used to serve the hatchery, and diesel pumps are brought in to serve as a backup.

Historically, the cost for renting these backup pumps has been just under $10,000 per month, per pump.

Discussion: During the recent flood control measures, the hatchery needed three (3) backup pumps to provide the required fifteen (15) CFS. To avoid significant time and cost expended to procure and install the diesel pumps, Staff is recommending upgrading the existing pumps to two (2) 120 hp pumps to ensure adequate flow and redundancy for the hatchery.

Upgrading the existing pumps will provide redundancy during operation. One pump will act as the primary pump and the other as a backup, thus eliminating the need for renting diesel pumps. This project is scheduled to take place during the months of June through November since the hatchery is not operational during that period.

These new pumps will require new motors, but the existing pumping platform and supports are to be used if acceptable. There is $130,000 included in the engineer's estimate in the event the existing pumping platform and piping need modification. Plans and specifications for the Fish Hatchery Supply Pump Replacement project, Specification 23-04, are provided as Attachments 1-3.

The total estimated cost for this project, including the $130,000 contingency mentioned above, is $432,500 (Attachment 4). The project is budgeted in the FY23 Capital Improvement Project list. Staff recommends approval of plans and specifications for the Fish Hatchery Supply Pumps Replacement project.

Recommended Action: Approve Plans and Specifications for Fish Hatchery Supply Pump Replacement project, Specification 23-04, and Direct Staff to Advertise for Bids.

BUDGET AMENDMENT REQUIRED: Yes
CURRENT BUDGET AMOUNT: 80126100.80230.18037 $260,000
PROPOSED BUDGET AMOUNT: 80126100.80230.18037: $432,500
FINANCING SOURCE: Bond Proceeds
PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A
COORDINATED WITH: Cindy Sauers, Electric Utility Director; Mary Horger, Financial Services Manager.

DIVERSITY-EQUITY INITIATIVES (DEI):

CLIMATE INITIATIVES (CI): 4b – Maintain wild lands.

June 21, 2022

CITY OF UKIAH
Low Voltage Motors Fractional to 250 HP
Specification ES-113
PROJECT NUMBER:
162992
PROJECT CONTACT:

Jason Marenda
EMAIL:

[email protected]
PHONE:
208-788-0305
Attachment 1

POWER ENGINEERS, INCORPORATED
FISH HATCHERY SUPPLY PUMPS REPLACEMENT LOW VOLTAGE MOTORS FRACTIONAL TO 250 HP MTL 315-0164 162992 ES-113 - i
REV. 0 6/21/22
Low Voltage Motors Fractional to 250 HP
Specification ES-113
PREPARED FOR: CITY OF UKIAH
PREPARED BY: M. STALLINGS

REVISION HISTORY

DATE REVISED BY CHECKED BY APPROVED BY REVISION
3/19/21 M. Stallings J. Wiley J. Marenda A- Issued For
Review
6/21/22 K. Witherspoon J. Wiley J. Marenda 0 – Issued For Bid

POWER ENGINEERS, INCORPORATED

TABLE OF CONTENTS
FISH HATCHERY SUPPLY PUMPS REPLACEMENT LOW VOLTAGE MOTORS FRACTIONAL TO 250 HP MTL 315-0164 162992 ES-113 - ii
REV. 0 6/21/22
1 SCOPE................................................................................................................................1 2 GENERAL REQUIREMENTS .........................................................................................1

2.1 Work to be Provided by Seller .........................................................................................1

2.2 Applicable Publications ....................................................................................................1 3 DETAILED REQUIREMENTS .........................................................................................1

3.1 Design and Service Conditions .......................................................................................1

3.2 Materials .............................................................................................................................3

3.3 Construction Features ......................................................................................................3

3.4 Cleaning and Painting ......................................................................................................5

3.5 Packaging, Shipping and Storage ..................................................................................6 4 INSTALLATION .................................................................................................................7 5 TESTING ............................................................................................................................7

5.1 Shop Tests .........................................................................................................................7

5.2 Field Tests ..........................................................................................................................7 6 INFORMATION TO BE SUBMITTED ............................................................................7 TABLES:

TABLE 1 PROJECT REQUIREMENTS
TABLE 2 TECHNICAL DATA SUPPLIED BY SELLER
REFERENCE DOCUMENTS:

MS-002 VERTICAL PUMP SPECIFICATION
MS-003 MECHANICAL INSTALLATION SPECIFICATION

POWER ENGINEERS, INCORPORATED
FISH HATCHERY SUPPLY PUMPS REPLACEMENT LOW VOLTAGE MOTORS FRACTIONAL TO 250 HP MTL 315-0164 162992 ES-113 - 1
REV. 0 6/21/22
1 SCOPE
This Specification covers requirements for the design, manufacture, shop testing, packaging, and delivery of low voltage motors rated up to and including 250 Horsepower. 2 GENERAL REQUIREMENTS

2.1 Work to be Provided by Seller
Seller shall furnish all labor, materials, tools and equipment for the completion of the following Work as shown on the Contract Drawings and specified herein:

2.1.1 Design, manufacture, and shop test all motors.

2.1.2 Furnish all documentation.

2.2 Applicable Publications
The latest edition and addenda of the following publications in effect on the date of January 31, 2019 are a part of this Specification and, where referred to by title or basic designation only, are applicable to the extent indicated by the specific reference:

American Bearing Manufacturers Association (ABMA)
ABMA 9 Load Ratings and Fatigue Life for Ball Bearings
ABMA 11 Load Ratings and Fatigue Life for Roller Bearings National Electrical Manufacturers Association (NEMA)
MG 1 Motors and Generators
MG 2 Safety Standard for Construction and Guide for Selection, Installation and Use of Electric Motors and Generators
National Fire Protection Association (NFPA)
70 (ANSI C1) National Electrical Code
3 DETAILED REQUIREMENTS

3.1 Design and Service Conditions
Each motor shall be designed for the service conditions specified in TABLE 1, "PROJECT REQUIREMENTS", hereinafter referred to as TABLE 1, and in accordance with the requirements hereinafter described.

In general, electrical motors will be supplied with the driven equipment and will be premium efficiency grade motor.

In sizing motors, no portion of a motor's service factor above 1.0 shall be used in normal

POWER ENGINEERS, INCORPORATED
FISH HATCHERY SUPPLY PUMPS REPLACEMENT LOW VOLTAGE MOTORS FRACTIONAL TO 250 HP MTL 315-0164 162992 ES-113 - 2
REV. 0 6/21/22
continuous operation of the motor.

Voltage, phase, and frequency shall be as listed in TABLE 1.

AC motors 1/3 HP in size and larger shall be of the squirrel-cage induction type rated for fullvoltage starting on the 3-phase power source specified in TABLE 1.

AC motors smaller than 1/3 HP in size shall be of the capacitor-start induction-run type rated for operation on the single-phase power source specified in TABLE 1.

DC motors shall have winding types as required by Seller's standard design for the application, and be suitable for operation on the dc power source specified in TABLE 1.

DC motors rated for 220 volts shall have a maximum terminal voltage of 280 volts. Minimum operating voltage for 220V motor shall not be less than 184V.

All motors shall be in accordance with NEMA MG 1 and MG 2.

Motors will be sized to at least a 10% capacity margin above that of the rated horsepower requirement of the driven equipment.

3.1.1 Temperature Rise
Motor operating temperatures shall be based on temperature rise measured by the resistance method. The maximum temperature rise for insulated windings of motors when operated at rated load under rated operating conditions shall not exceed the NEMA MG 1 values for Class B insulation, regardless of the insulation used.

3.1.2 Motor Torques
All motors shall have torque characteristics suitable for the driven load, and shall be able to start fully loaded and to accelerate their connected loads to rated speed with only the minimum percent of motor rated voltage at the terminals specified in TABLE 1.

3.1.3 Safe Stall Time
All motors shall have a safe stall time equal to or greater than the maximum accelerating time under the minimum starting voltage conditions specified.

3.1.4 Starting Current
Starting current at full voltage shall not exceed 650 percent of the motor full load current for all alternating current motors. DC motors shall be rated for use with starters that limit the starting current to a maximum of 400 percent of motor rated full load current.

3.1.5 Coordination with Driven Equipment
Seller shall be responsible for fully coordinating the design and construction of the motors with the mounting arrangement, alignment, connection, end play, direction of rotation, vibration and other applicable requirements of the driven equipment. The motor performance shall be coordinated with the required performance of the driven equipment.

POWER ENGINEERS, INCORPORATED
FISH HATCHERY SUPPLY PUMPS REPLACEMENT LOW VOLTAGE MOTORS FRACTIONAL TO 250 HP MTL 315-0164 162992 ES-113 - 3
REV. 0 6/21/22

3.2 Materials
All materials shall be new and shall be selected by Seller to perform under the operating and environmental conditions specified herein.

3.3 Construction Features

3.3.1 Enclosures
Enclosures shall be of the type specified in TABLE 1.

Screens, when used for ventilation openings, shall be corrosion resistant and shall be removable to permit convenient access for inspection or cleaning of the motor windings and for checking of air gap clearances.

3.3.2 Insulation
The class of insulation shall be as specified in TABLE 1.

Insulation shall have treatment to assure protection against moderate amounts of moisture, light acid conditions, and conducting dust.

3.3.3 Bearings and Lubricating Systems
Antifriction bearings shall be provided in accordance with Seller's standard design for the motor application.

Antifriction bearings shall be designed to minimize likelihood of over-lubricating, shall be sealed against the entry of dust and escape of lubricant, and provided with means for flushing old lubricant and introducing new lubricant. Minimum rating life, in accordance with ANSI B3.15 and B3.16, shall be 15 years.

If Seller's motor design requires pressure-lubricated bearings, then all components of the lubrication system shall be furnished complete. The lubrication system shall be such that the motor can be successfully started and run for at least 20 minutes without the pressure lubrication system in operation and without bearing damage.

Bearing lubricant shall be rated for the ambient temperature specified in TABLE 1, under

3.1. 3.3.4 Vibration
All motors shall be balanced in accordance with NEMA MG 1.

3.3.5 Terminal Boxes
Terminal or conduit boxes shall be furnished for each motor. For motors 50HP and above, size of the terminal box shall be the next larger size than standard for the motor to be furnished. All motor terminal boxes shall have a pre-installed threaded knock out to accommodate the Motor feeders.

POWER ENGINEERS, INCORPORATED
FISH HATCHERY SUPPLY PUMPS REPLACEMENT LOW VOLTAGE MOTORS FRACTIONAL TO 250 HP MTL 315-0164 162992 ES-113 - 4
REV. 0 6/21/22
For all motors larger than one horsepower, the terminal boxes shall be of the split type capable of being rotated through 360 degrees in 90 degree increments without exceeding the motor outline.

Terminal boxes for the main power leads for all motors shall be on the right side of motor when viewed from non-coupling end unless otherwise specified.

3.3.6 Terminal Connectors
Seller shall furnish terminal connectors for the internal motor leads.

3.3.7 Space Heaters
Motors 50 HP and above, NEMA frame size 180 and larger, or when specified in TABLE 1, shall be provided with space heaters rated 115 volts, single phase, sized to maintain motor internal temperature above the dew point when motor is at rest. Space heater leads shall be terminated in a terminal box separate from that for the main motor leads or other accessory devices. The space heater shall be located to facilitate removal and replacement. Size of individual space heater elements shall be limited to 1800 watts. If more than 1800 watts of heating power are required, the number of heating elements to be provided shall be commensurate with the power required, and all leads shall be brought to the space heater terminal box to permit multiple phase connections by Buyer.

3.3.8 Mounting and Doweling
Horizontal motors shall be of the foot mounted type; vertical motors shall be of the flangemounted type.

3.3.9 Grounding
Each motor shall have a threaded hole in the motor frame with either a bronze bolt and lock washer or a bronze post-type connector for connection to an external ground conductor.

The hole shall be for a 1/2 inch bolt or post-type connector, except for motors of 100 HP or less where the size of the bolt or post-type connector may be 3/8 inch. The hole in the motor frame shall be threaded to a depth not less than 1-1/2 times the diameter of the hole to ensure a firm connection. If necessary, a metal pad shall be bonded to the motor frame to provide this depth for the threaded hole. The grounding means shall be located on the same side of the motor as the main lead terminal box.

3.3.10 Nameplates
A stainless steel nameplate shall be attached to each tank in a clearly visible, easily accessible location. The nameplates shall be stamped with information required by applicable code(s).

The tag shall include the connection diagram for all dual-voltage or multi speed motors and the starting duty and list ABMA bearing identification number for motors furnished with rolling element bearings.

The nameplate shall be stamped with the following information, as a minimum:

POWER ENGINEERS, INCORPORATED
FISH HATCHERY SUPPLY PUMPS REPLACEMENT LOW VOLTAGE MOTORS FRACTIONAL TO 250 HP MTL 315-0164 162992 ES-113 - 5
REV. 0 6/21/22
Manufacturer's name
Manufacturer's model number
Manufacturer's shop order number
Manufacturer's serial number
Project Identification Number
Buyer's equipment tag number
Service factor
Type of Equipment
A stainless steel identification tag shall be mounted on each separately shipped valve in a conspicuous place which shall be shown on the valve assembly drawing submitted. The mounting shall not adversely affect the strength of the item to which the tag is attached. The information shown on the tag shall include the size of the valve, ANSI rating, manufacturer's name, manufacturer's serial number, body and trim material, and Buyer's tag number.

All instruments and control devices shall be properly tagged with Buyer's tag numbers prior to shipment.

3.3.11 Drain Holes
Totally enclosed motors shall have drain holes with removable plugs located so that water resulting from condensation or other causes can be drained from all pockets in the motor enclosures. All other motors shall have drain openings to prevent accumulation of water in the motor.

3.3.12 Lifting Means
Motors weighing more than 50 pounds shall be provided with eye bolts for use in lifting the motor without disassembly. If vertical motors are provided the lifting eye bolts shall be provided at 180°.

3.3.13 VFD Duty
Motors must be suitable for VFD inverter duty application when variable speed drives are specified in the driven equipment specification.

3.4 Cleaning and Painting

3.4.1 Internal Surfaces
All internal surfaces shall be free of gross contaminants such as heavy deposits of mill or heat treating scale, oil, oxide films, slag, flux, weld splatter, dirt, metal chips, and abrasive particles. Achievement of this criterion shall be determined by visual inspection.

POWER ENGINEERS, INCORPORATED
FISH HATCHERY SUPPLY PUMPS REPLACEMENT LOW VOLTAGE MOTORS FRACTIONAL TO 250 HP MTL 315-0164 162992 ES-113 - 6
REV. 0 6/21/22
Seller's cleaning plan shall assure that cleaning materials do not adversely affect the surface or base metal in the cleaning, manufacturing, or operational environments and that once established the cleanness level will be maintained during subsequent manufacturing, shipping, and storing.

Mechanical, solvent, or chemical methods may be used subject to the following restrictions.

Abrasive blasting shall not be used on surfaces containing areas where grit can accumulate and not be readily removed by subsequent cleaning, rinsing, or flushing.

Acid cleaning or pickling shall not be used where other cleaning methods are sufficient.

Nitric-hydrofluoric acid shall not be used on austenitic stainless steel or other alloy surfaces which may be sensitized after welding.

Chlorinated cleaning materials shall not be used on stainless steel or nickel base alloy surfaces. Only alkaline cleaners and water shall be used on ferrous and nickel base alloy surfaces containing areas in which cleaning materials may collect and not be removed by subsequent cleaning, rinsing, or flushing.

3.4.2 External Surfaces
External surfaces shall be smooth and free of gross contaminants such as heavy scale, rust, sand, blisters, weld splatter, metal chips, and heavy deposits of oil or grease.

External surfaces, with the exception of machine finished surfaces and edges prepared for field welding for a distance of 1-1/2 inches from the welding edge, shall be given a shop coat of corrosion resistant paint capable of withstanding temperatures to the design temperature plus 50 degrees Fahrenheit without loss of its protective integrity.

All edges prepared for field welding shall be protected against corrosion during shipment, storage, and installation with the application of one (1) coat of a rust inhibiting coating (Deoxaluminite or equal).

Machine finished surfaces shall be protected against corrosion during shipment, storage, and installation with the application of one (1) coat of water soluble, rust inhibiting coating.

3.5 Packaging, Shipping and Storage
All equipment and accessories shall be adequately prepared and packed to protect against damage during shipping, receiving, handling, and for a period of outdoor storage. Seller shall identify in writing all special storage and preventive maintenance requirements to be applied after the receipt of the equipment at the construction site.

Whenever size permits, the equipment and any accessories shall be packed securely in weatherproof crates. If the equipment or any component is too large for packing in a crate, it shall be placed on skids and protected with an overwrap.

Overwrap material shall be moisture proof, heat sealable, and strong enough to resist tearing, shredding, and piercing.

In order to prevent damage during shipments, Seller shall carefully pack and brace all

POWER ENGINEERS, INCORPORATED
FISH HATCHERY SUPPLY PUMPS REPLACEMENT LOW VOLTAGE MOTORS FRACTIONAL TO 250 HP MTL 315-0164 162992 ES-113 - 7
REV. 0 6/21/22
components either within shipping container or on carrier. Containers shall be identified with Purchase Order (PO) number, Buyer’s name, and destination address. Each container shall include a Bill of Materials. Weight lift points or the center of gravity shall be marked on the crate or skid to facilitate handling.

Prior to shipment, equipment shall be completely drained. When such drainage requires the removal of plugs, drain valves, etc., Seller shall be responsible that these parts are reinstated or reassembled prior to shipment.

Equipment shall be adequately supported for shipment. All loose parts shall be crated and./or boxed for shipment. Each box shall be appropriately marked for identification purposes. Weight-lift points or the center of gravity shall be marked on the crate or skid to facilitate handling.

All motor leads and other motor entrances to internal wiring shall be effectively protected or sealed, to prevent entrance of moisture, dust, and dirt. The shaft extension shall be protected to prevent damage during shipment.

Metal straps, fasteners or covers shall not be tack welded to any manufactured part.

To facilitate rapid installation and reduce field erection time and site congestion, all equipment shall be shop assembled to the maximum extent practicable before shipment to site.
4 INSTALLATION
Motors forming an integral part of pre-packaged equipment shall be installed in accordance with NEMA MG 2 and NFPA 70.

Seller shall furnish technical assistance for field installation. 5 TESTING

5.1 Shop Tests
Seller shall conduct shop tests on all assembled motors in accordance with the requirements of NEMA MG 1-12.51 and NEMA MG 1-20.46. Seller shall provide certified test reports covering the shop tests conducted.

5.2 Field Tests
Field tests will be performed by Buyer upon each motor after installation for the purpose of verifying that the overall performance of the equipment complies with Specification requirements.
6 INFORMATION TO BE SUBMITTED BY SELLER
Seller shall complete and submit the attached TABLE 2, “TECHNICAL DATA SUPPLIED BY SELLER”.

Seller shall provide sufficient information to define the equipment being provided.

TABLE 1

PROJECT REQUIREMENTS
Sheet 1 of 1
FISH HATCHERY SUPPLY PUMPS REPLACEMENT LOW VOLTAGE MOTORS FRACTIONAL TO 250 HP MTL 315-0164 162992 ES-113
REV. 0 6/21/22
Spec
Para Item

3.1 Driven Equipment 2 x 100% Vertical Pumps
Tag Number
Power Source, 3 Phase,
Volts/Hertz
480/60
Motor Rated Voltage, 3 Phase
V/Hertz
460/60
Power Source, 1 Phase,
Volts/Hertz
120/60
Power Source, DC Volts 125
Location, Indoors or Outdoors Outdoors
Ambient Temp, Max oF See Specification MS-002 – Vertical Pumps
Altitude, Feet Above Sea Level See Specification MS-002 – Vertical Pumps
Service Factor 1.15
Minimum Power Factor 0.85

3.1.2 Percent Starting Voltage 80% to 110% of rated voltage

3.3.1 Enclosure Type TEFC

3.3.2 Insulation Class F

3.3.3 Temperature Rise 80ºC Max

3.3.7 Space Heaters Required Yes: for motors 50 HP and greater or NEMA frame size 180 and larger
Legend: NA = Not Applicable
X = Required
Enclosure Types: DP = Open-Drip-Proof
EP = Totally Enclosed, Explosion Proof
WPI = Weather Protected NEMA Type I
WPII = Weather Protected NEMA Type II
TEFC = Totally Enclosed, Fan Cooled
TENV = Totally Enclosed, Non-Ventilated
TEAO = Totally Enclosed, Air Over

TABLE 2

TECHNICAL DATA SUPPLIED BY SELLER
Sheet 1 of 6
FISH HATCHERY SUPPLY PUMPS REPLACEMENT LOW VOLTAGE MOTORS FRACTIONAL TO 250 HP MTL 315-0164 162992 ES-113
REV. 0 6/21/22
I. GENERAL DATA

1. Quantity

2. Manufacturer

3. Manufacturer's Designation

4. Manufacturer's Frame Number
II. MECHANICAL DATA

1. Driven Equipment

2. Bearings:
a. Type
b. Catalog Numbers

3. Ventilation Type

4. Quantity of Cooling Air

5. Lubricant Type

6. Method of Adding Lubricant

7. Description of Lubricating System

TABLE 2

TECHNICAL DATA SUPPLIED BY SELLER
Sheet 2 of 6
FISH HATCHERY SUPPLY PUMPS REPLACEMENT LOW VOLTAGE MOTORS FRACTIONAL TO 250 HP MTL 315-0164 162992 ES-113
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8. Recommended Intervals for Replacing Lubricant:

9. Quantity of Lubricant Required

10. Cooling Water Requirements for Water-Cooled Bearings:

11. Oil Pressure Limits for Pressure Oiled Bearings:

12. Temperature Rise of Oil through the Bearing (°C):

13. Temperature Rise of Bearing (°C):
a. With Oil Flow
b. Without Oil Flow

14. Winding Temperature Detector(s):
a. Quantity
b. Type

15. Bearing Temperature Detector(s):
a. Quantity
b. Type

TABLE 2

TECHNICAL DATA SUPPLIED BY SELLER
Sheet 3 of 6
FISH HATCHERY SUPPLY PUMPS REPLACEMENT LOW VOLTAGE MOTORS FRACTIONAL TO 250 HP MTL 315-0164 162992 ES-113
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16. Rotor Material
III. ELECTRO-MECHANICAL DATA

1. Rated Horsepower

2. Speed (rpm)

3. Time Rating

4. Service Factor

5. Rotation Limitations (if any)

6. Full Load Torque (lb-ft)

7. Pull Up Torque (% full load)

8. Breakdown Torque (% full load)

9. Locked Rotor Torque (% full load)

10. VFD duty suitable
IV. ELECTRICAL DATA

1. Voltage

2. Number of Phases

3. Frequency

4. Code Letter

5. Design Letter

6. Full Load Current

7. Locked Rotor Current (% full load A)

8. Minimum Starting Voltage

TABLE 2

TECHNICAL DATA SUPPLIED BY SELLER
Sheet 4 of 6
FISH HATCHERY SUPPLY PUMPS REPLACEMENT LOW VOLTAGE MOTORS FRACTIONAL TO 250 HP MTL 315-0164 162992 ES-113
REV. 0 6/21/22

9. Insulation Class

10. Full Load Temperature Rise (°C)

11. Safe Stalled Time (sec)

12. Terminal Connectors:
a. Lug Type
b. Catalog Number(s)

13. Internal Power Lead Sizes

14. Phase Rotation of Power Leads

15. Grounding Means:
a. Location
b. Connection Type

16. Limitations (if any) on Frequency of Starting:

TABLE 2

TECHNICAL DATA SUPPLIED BY SELLER
Sheet 5 of 6
FISH HATCHERY SUPPLY PUMPS REPLACEMENT LOW VOLTAGE MOTORS FRACTIONAL TO 250 HP MTL 315-0164 162992 ES-113
REV. 0 6/21/22

17. Space Heaters:
a. Quantity
b. Watts/Volts

18. Surge Protection Devices:
a. Quantity
b. Type

19. X/R Ratio
V. PHYSICAL DATA

1. Enclosure

2. Net Weight of Motor

3. Conduit Opening Size
VI. ADDITIONAL DATA

1. Efficiency at Rated Voltage and Frequency For:
a. Full Load

b. 3/4 Rated Load
c. 1/2 Rated Load
d. 1/4 Rated Load

TABLE 2

TECHNICAL DATA SUPPLIED BY SELLER
Sheet 6 of 6
FISH HATCHERY SUPPLY PUMPS REPLACEMENT LOW VOLTAGE MOTORS FRACTIONAL TO 250 HP MTL 315-0164 162992 ES-113
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2. Power Factor at Rated Voltage and Frequency For:
a. Full Load

b. 3/4 Rated Load
c. 1/2 Rated Load
d. 1/4 Rated Load

3. Critical Speed, if Less Than 130 Percent of Synchronous Speed:

4. Winding Resistance Between Terminals:

5. Locked Rotor Current / kVA

6. Locked Rotor Power Factor

7. Acceleration Time at Minimum Starting Voltage (sec):

8. Composite Speed-Torque Curves of Motor and Driven Equipment:

9. Motor curves
a. % efficiency vs. horsepower
b. % PF vs. horsepower
c. % PF and starting current vs. speed
d. Starting current vs. time
e. Time current heating curves at 80% and 100% motor rated voltage.

June 21,2022

CITY OF UKIAH
Fish Hatchery Supply Pumps Replacement
Ukiah, CA
Vertical Pumps
Specification MS-002
PROJECT NUMBER:
162992
PROJECT CONTACT:

Jason Marenda
EMAIL:

[email protected]
PHONE:
208-788-0305
Attachment 2

POWER ENGINEERS

FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS
MTL 315-0163 162992 SPECIFICATION MS-002
REV. 0 (6/21/22)
Vertical Pumps
Specification MS-002
PREPARED FOR: CITY OF UKIAH
PREPARED BY: SCOTT REARDON

REVISION HISTORY

DATE REVISED BY CHECKED BY APPROVED BY REVISION
3/19/2021 S. Reardon J. Wiley J. Marenda A - Issued For Review
6/21/2022 S. Reardon J. Wiley J. Marenda 0 – Issued for Bid

VERTICAL PUMPS

FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS
MTL 315-0163 162992 SPECIFICATION MS-002
REV. 0 (6/21/22)

TABLE OF CONTENTS
PART 1 - GENERAL .................................................................................................................................. 1

1.1 SUMMARY .................................................................................................................................. 1

1.2 FURNISHED BY SELLER .......................................................................................................... 1

1.3 FURNISHED BY CONTRACTOR .............................................................................................. 1

1.4 FURNISHED BY OTHERS ......................................................................................................... 1

1.5 RELATED SECTIONS ................................................................................................................ 2

1.6 CODES AND STANDARDS ....................................................................................................... 2

1.7 DEFINITIONS .............................................................................................................................. 3

1.8 SYSTEM DESCRIPTION ............................................................................................................ 3

1.9 ALTERNATIVES ......................................................................................................................... 6

1.10 SUBMITTALS ............................................................................................................................. 6

1.11 SITE CONDITIONS ..................................................................................................................... 7 PART 2 - PRODUCTS ............................................................................................................................... 7

2.1 MATERIALS AND WELDING ................................................................................................... 7

2.2 EQUIPMENT ............................................................................................................................... 9

2.3 COMPONENT ............................................................................................................................ 10

2.4 ELECTRICAL REQUIREMENTS............................................................................................. 13

2.5 INSTRUMENTATION AND CONTROL REQUIREMENTS .................................................. 13

2.6 CIVIL AND STRUCTURAL ..................................................................................................... 13

2.7 FABRICATION .......................................................................................................................... 13

2.8 SOURCE QUALITY CONTROL ............................................................................................... 15 PART 3 - EXECUTION ........................................................................................................................... 17

3.1 SPARE PARTS AND SPECIAL TOOLS ................................................................................... 17

3.2 FIELD QUALITY CONTROL ................................................................................................... 18

3.3 COMMISSIONING .................................................................................................................... 18 PART 4 - ATTACHMENTS .................................................................................................................... 19

4.1 SCHEDULE FOR SUBMISSION OF DRAWINGS AND DATA ............................................. 19

4.2 TECHNICAL DATASHEETS BY PURCHASER ..................................................................... 21

4.3 TECHNICAL DATASHEETS BY SELLER .............................................................................. 24

4.4 WATER ANALYSIS .................................................................................................................. 31

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FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS
MTL 315-0163 162992 SPECIFICATION MS-002
REV. 0 (6/21/22)
PART 1 - GENERAL

1.1 SUMMARY
A. This Section of the specification covers the requirements for the design, manufacture, shop testing, packaging, storage and handling, shipping, and technical direction of installation and field testing of vertical centrifugal pumps. The vertical centrifugal pumps will be installed for service in pumping water to fish hatchery with details specified in SECTION 4.2, "TECHNICAL DATASHEETS BY PURCHASER," hereinafter referred to as SECTION 4.2.

1.2 FURNISHED BY SELLER
A. Pump Seller shall provide the following Work as specified herein:

1. Design and manufacture vertical centrifugal pumps, including all seals, bearing lubrication systems, couplings, coupling guards, drivers, baseplates/support systems and other standard accessories or as specified herein.

2. Design and manufacture motor drivers.

3. Spare parts and consumables required for installation and startup.

4. Any special tools and lifting devices required for installation, maintenance, and operation.

5. Perform shop testing.

6. Perform cleaning and finishing.

7. Package and ship vertical centrifugal pumps and motor drivers.

8. Provide technical direction of the installation and field testing of pumps.

9. Drawings and design data to support facility design, construction, and maintenance

10. Furnish all documentation.

1.3 FURNISHED BY CONTRACTOR
A. Installation Contractor shall provide the following:

1. Unloading at site, storage, and installation

2. Any needed modifications to supporting steel, and anchor bolts

3. Piping external to pump units

4. Installation at site, material lay-down area defined by the Owner

5. Field inspection and testing

6. Field touch up painting

1.4 FURNISHED BY OTHERS
A. The following will be provided by the Owner or others, not in the Installation Contractor or Pump Sellers Scope.

1. Motor starters and power wiring

2. DCS configuration and graphics programming

3. Electrical, instrumentation and control wiring

VERTICAL PUMPS

FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS
MTL 315-0163 162992 SPECIFICATION MS-002
REV. 0 (6/21/22)

4. Instrumentation

1.5 RELATED SECTIONS
A. MS-003 - Mechanical Equipment Installation
B. ES-113 LOW VOLTAGE MOTORS

1.6 CODES AND STANDARDS
A. The latest edition and addenda of the following publications in effect on the date of Contract Award are a part of this Specification:

1. US Department of Labor, Code of Federal Regulations (CFR) a. 29 CFR 1910 Occupational Safety and Health Standards

2. American National Standards Institute (ANSI)
a. ANSI/HI 2.3 American National Standard for Vertical Pumps Design and Application

3. American Society of Mechanical Engineers (ASME)
a. ASME B1.1 Unified Inch Screw Threads
b. ASME B2.1 Pipe Threads
c. ASME B16.11 Forged Steel Fittings, Socket-Welding and Threaded d. ASME B16.47 Large Diameter Steel Flanges
e. ASME B16.5 Pipe Flanges and Flanged Fittings
f. ASME B31.1 Power Piping
g. ASME BPVC Section IX - Qualification Standard for Welding and Brazing Procedures, Welders, Brazers, and Welding and Brazing
Operators

4. International Organization for Standardization
a. ISO 10816 Mechanical Vibration: Evaluation of machine vibration by measurements on non-rotating parts

5. American Society for Testing and Materials (ASTM)
a. ASTM A48 Gray Iron Castings
b. ASTM A53 Standard Specification for Pipe, Steel, Black and Hot-Dipped Zinc Coated, Welded, and Seamless
c. ASTM A106 Seamless Carbon Steel Pipe for High Temperature Service
d. ASTM A276 Stainless and Heat-Resisting Steel Bars and Shapes e. ASTM A312 Seamless and Welded Austenitic Stainless Steel Pipe f. ASTM A436 Austenitic Gray Iron Castings

VERTICAL PUMPS

FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS
MTL 315-0163 162992 SPECIFICATION MS-002
REV. 0 (6/21/22)
g. ASTM A515 Pressure Vessel Plates, Carbon Steel, For Intermediate- and Higher-Temperature Service
h. ASTM A744 Corrosion-Resistant Iron-Chromium-Nickel and Nickel- Base Alloy Castings for Severe Service
i. ASTM B584 Copper Alloy Sand Castings for General Applications

6. Hydraulic Institute
a. Hydraulic Institute Standards for Centrifugal, Rotary and Reciprocating Pumps

7. American Petroleum Institute
a. API 610 Centrifugal Pumps for Petroleum, Petrochemical, and Natural Gas Industries
b. API 682 Pumps Shaft Sealing Systems for Centrifugal and Rotary Pumps

8. American Welding Society

9. Hydraulic Institute Standards

10. National Electric Manufacturers Association

11. Steel Structures Painting Council

1.7 DEFINITIONS
None

1.8 SYSTEM DESCRIPTION
A. Design Conditions and Performance Requirements

1. Seller shall guarantee the performance of the pumping equipment at the values submitted in the “TECHNICAL DATASHEET BY SELLER” Section 4.3. The guaranteed performance shall be based on the design conditions specified in SECTION 4.2 and shall be clearly indicated on Seller's pump performance characteristic curves. The tolerances on the guaranteed performance shall be in accordance with the Hydraulic Institute Standards.

2. The sound levels generated by Seller furnished pumping equipment during normal operation shall not exceed 85 dbA-weighted, slow response measured 3 feet horizontally from the base of the equipment and 5 feet above floor level on which the pumps are mounted.

B. Pumps

1. The pumps shall be designed in accordance with the Hydraulic Institute Standards, Centrifugal Pump Section.

2. Vertical centrifugal pumps shall be designed for the conditions specified in SECTION 4.2, and for the pump arrangement shown on the Existing Equipment Drawings, 001-BM2.

VERTICAL PUMPS

FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS
MTL 315-0163 162992 SPECIFICATION MS-002
REV. 0 (6/21/22)

3. The quantity of pumps shall be as specified in SECTION 4.2. Each pump shall be suitable for direct connection to a vertical motor driver.

4. Pumps furnished for the same service shall be designed to operate continuously in parallel over the pump operating range without cavitation.

5. The pumps and motor drivers shall be designed for potential reverse operation during startup and shut-off.

6. The pumps shall be designed to ensure that there will be adequate margin between required submergence and available submergence for satisfactory operation at run-out conditions.

Refer to 001-BM2 Sheet 2 for minimum water level and pump platform height.

7. The pumps shall be capable of operating continuously at the minimum flow submitted in the "TECHNICAL DATA SUPPLIED BY BIDDER FOR VERTICAL CENTRIFUGAL PUMPS" without damage to the pumping equipment.

8. Seller shall prepare pump performance characteristic curves on which total head, brake horsepower, required submergence, and efficiency are plotted as functions of volumetric flow rate between shut-off and run-out. Total head and pump efficiency shall be defined in accordance with the Hydraulic Institute Standards.

9. Wetted pump parts shall be suitable for the water handled by pumps. The chemical analysis of water handled by each pump is specified in SECTION 4.4 .

10. At times the suspended solids in the pumped water can be high. Suction screens on the existing pumps get a build up of algae on them at some times of the year. Pumps should be supplied with suction screens with maximum surface area to limit the impact of this possible algae build-up.

11. Water for bearings and seals shall be supplied either from the pump discharge header.

12. When water for bearings and seals is supplied from the pump discharge header, the pump will be required to run momentarily, at start-up, without lubricating and sealing water injection.

13. If water from the pump discharge header requires filtration or other processing prior to use for bearings and seals, Seller shall provide all necessary equipment as part of bearing lubricating and sealing water system.

14. Pumps shall be balanced so that peak to peak amplitude of rotor vibration in any plane measured at the upper motor driver bearing under design speed shall not exceed 1.5 mils (3 mils if 1800 rpm pump speed is specified in SECTION 4.2) over the pump operating range.

15. Pumps shall be designed for the continuous service life specified in SECTION 4.2. Pump components for which the service life cannot be expected shall be identified and shall be designed for ease of replacement and maintenance.

16. Pumps shall be “identical” as defined by the Hydraulic Institute standards.

17. The difference in flow for pumps shall not exceed 5 percent throughout the operating range.

18. Pumps shall be capable of both intermittent (start/stop) and continuous operation under flow conditions from minimum flow to runout conditions.

C. Additional Technical Requirements

1. Manufacturer shall provide the necessary instrumentation connections on the equipment as required for the acceptance tests specified in PTC 8.2.

2. The Pump Manufacturer shall incorporate any provisions necessary to prevent or eliminate the potential for vortexing.

3. Seller shall take into consideration the existing pipe as shown on existing pump drawings, 001-BM@. To the greatest extent possible seller shall conform to the existing piping in order to prevent rerouting or manipulation of the piping configuration. Seller shall inform Purchaser of any potential piping alterations required for pump installation.

VERTICAL PUMPS

FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS
MTL 315-0163 162992 SPECIFICATION MS-002
REV. 0 (6/21/22)
D. Design and Construction Features

1. General
a. The pump assembly shall be of the non-pullout type.
b. The discharge elbow shall be above the baseplate.
c. To minimize equipment failure and damages caused by unproven components, Purchaser intends to install reliable, proven equipment and components which shall perform in accordance with the specifications. Seller shall disclose to Purchaser each design manufacturing procedure, component or assembly which does not have at least two (2) years satisfactory operating experience in similar service. Further, the vendor shall have manufactured at least two pumps of comparable design, power rating, speed, and discharge pressure. The failure to make such disclosures specifically and in writing shall extend Seller’s warranty to include all direct costs to Purchaser that may result from Seller’s use of such procedures, components or assemblies.

2. Coupling Guards
a. Safety guards shall be provided for protection of personnel from all exposed moving and/or rotating machine elements in accordance with the requirements of the applicable section of 29 CFR 1910.
b. Each guard shall be fabricated from ASTM A36 steel plate having a minimum thickness of 10 BWG and designed for easy installation and removal. c. Necessary supports and accessories shall be furnished with each guard.

3. Pump Column Pipe
d. Each section of the pump column pipe shall have a flanged connection at each end.

The flange faces shall be machined to ensure alignment of the column sections and gasketed to ensure a pressure-tight joint under all pump operating conditions. e. Joints in the pump column shall be flanged and bolted. f. The pump column shall be designed and constructed to provide accurate alignment automatically when the column is assembled.
g. The pump discharge connection shall be flanged and drilled to match the ANSI requirements.
h. The pump shall include provisions designed to resist the discharge thrust developed with the pump operating at shutoff head, the piping weight, and piping thermal expansion.

4. Pump Bowl Assembly
a. Pump bowl assembly shall be flanged construction and shall house all impeller stages.
b. Screwed in bowls will not be considered.

5. Stuffing Boxes, Seals, and Packing Glands
a. Stuffing boxes, seals, and packing glands shall be provided as required between fixed and rotating parts and shall be designed for minimum leakage of lubricating

VERTICAL PUMPS

FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS
MTL 315-0163 162992 SPECIFICATION MS-002
REV. 0 (6/21/22)
water. Seller shall furnish seal injection breakdown orifices as required to reduce pressure and to control injection flow.

6. Drive Support
a. Each pump shall be provided with a cylindrical fabricated steel support pedestal for mounting the drive motor directly on the pump discharge head. The base shall be designed to support the total weight of the complete pumping unit and all imposed dynamic loads.
b. Reinforcing ribs and braces, if required, shall be on the interior of the support base. c. Access holes that are sufficiently large, and in sufficient number, shall be provided for dismantling the drive shaft coupling and for maintenance and inspection of the pump seal. Access holes shall have bolted or hinged covers. d. The support pedestal shall be machined and drilled as required to receive and provide for proper alignment and securing of the drive motor to the pedestal. e. All bolts, nuts, washers, and pins required for securing the motor to the pedestal shall be furnished and shall be constructed with Type 316 stainless steel. f. Drive motor mountings shall be machined in accordance with dimensions supplied by the motor manufacturer.

7. Accessories
a. Miscellaneous trim - All piping and valves required for seal or stuffing box injection water, air vent valves, oil level indicators, grease lubricators, and other miscellaneous accessories shall be furnished by the pump manufacturer. All wetted parts (valve, tubing, etc.) are to match or exceed the characteristics of the casing materials.
b. Pump suction screen to be provided with maximum surface area to reduce the clogging from algae and other vegetation in the after bay. The water source is at times known to have high levels of algae clogging the existing pump screens.

8. Reliability
a. Pumps shall provide an average operating time between failures of not less than the number of hours specified in SECTION 4.2.

1.9 ALTERNATIVES
A. Seller may provide Alternate Bid(s). Any alternate bids proposed by the Bidder shall provide equal or better performance at reduced capital cost. The Bidder shall clearly state the technical differences between the Base Bid and any Alternate bids. Alternate bids shall be supported with complete technical, performance, and cost data.

1.10 SUBMITTALS
A. Information to be furnished with the Bid:

1. Seller shall furnish all the information requested in Section 4.1 as follows:

VERTICAL PUMPS

FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS
MTL 315-0163 162992 SPECIFICATION MS-002
REV. 0 (6/21/22)
a. Seller shall complete the Technical Data Sheets By Seller in Section 4.3. b. A complete physical description of all quoted equipment. c. List of warranties and guarantees.
d. Motor data including manufacturer, equipment tag number, horsepower (HP), voltage, ampere rating, phase, service factor, enclosure, insulation, rpm, efficiency, and accessories.
e. Noise data including estimated sound power levels for the eight octave bands, corrections for distance etc. and an estimated logarithmic summation for the driver and driven equipment.

B. Information required after Contract Award:

1. Refer to Section 4.1 for the schedule of submittals.

2. For centrifugal pumps, published pump performance curves showing pump capacity (gpm) vs. TDH (ft), efficiency, brake horsepower, and required NPSH for maximum impeller diameter, proposed impeller diameter, and minimum impeller diameter at nominal pump speed.

3. Recommended spare parts list.

4. Special tools list.

1.11 SITE CONDITIONS
A. As Provided by City of Ukiah Building Services

1. Seismic Design Category: D and E

2. Wind Speed: 110 mph

3. Exposure: B or C

4. Snow Load: No snow load

5. 60 minute rainfall: 1.5 inches
PART 2 - PRODUCTS

2.1 MATERIALS AND WELDING
A. Products which contain asbestos are prohibited. This prohibition includes items such as packings or gaskets even though the item is encapsulated or the asbestos fibers are impregnated with binder material.

B. Materials of Construction

1. The pump shall be manufactured using materials that meet or exceed the strength and corrosion-erosion resistance of the following listed materials. Selection of pump materials for each pump application shall be subject to the approval of Purchaser.

2. Materials for the miscellaneous vertical centrifugal pumps shall be as specified below (ASTM Specification and grades). Where two or more materials are specified for a component or part, Seller shall make a choice.
a. Water Fresh & Sea

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FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS
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REV. 0 (6/21/22)
b. Bowl & Suction Bell A48, Cl 30 A744, Gr CD4 MCu
c. Column Pipe & A48, Cl 30 A744, Gr CD4 MCu
Discharge Head A515, Gr 60 (Fresh Water Only)
A106, Gr B (Fresh Water Only)
d. Diffuser A436, Type 1B or 2 A744, Gr CD4 MCu
e. Impeller B584, A744, Gr CD4 MCu
f. Shaft A276, Type 410, A276, Type 410
g. Shaft Sleeve A276, Type 410, A276, Type 410
h. Shaft Tube A312, Type 316L, A312, Type 316
i. Wear rings Bronze ASTM B584 or Purchaser approved
equal

3. The construction materials for pumps identified as all stainless steel are as follows:
a. Suction bell Stainless steel ASTM A276 Type 316 or
Purchaser approved equal
b. Can, column and Stainless ASTM A276 Type 316 or Purchaser Steel discharge head approved equal
c. Casing Stainless steel ASTM A276 Type 316 or
Purchaser approved equal.
d. Impeller Stainless steel ASTM A276 Type 316 or
Purchaser approved equal.
e. Shaft Stainless steel ASTM A276 Type 316 or
Purchaser equal.
f. Base Plate ASTM A283, A285, or Purchaser approved
equal.
g. Wear Rings ASTM A743 or Purchaser approved equal.
h. Pedestal Carbon steel – ASTM A283, A285, or Purchaser approved equal.
i. Bolting Stainless steel – ASTM A193 Type 316

4. Seller may propose alternate materials which in its experience are more suited to the intended service. The alternate materials shall be subjected to Purchaser's review.

5. Coatings, e.g. epoxy or plastics, will not be accepted as a means of corrosion or erosion protection.

6. Water lubricated sleeve bearings shall be fluted neoprene rubber.

7. The Brinell hardness number of the bowl wearing rings shall be not less than 100 greater than the Brinell hardness number of the impeller wearing rings.

8. Where the material for a specific component or part is not specified, an appropriate material for the application shall be selected by Seller.

9. Materials for manufacturing pumps shall be as specified on the pump data sheet. General material selections will follow API 610 guidelines for this fluid service. Seller shall select suitable materials for pump wear rings and shaft sleeves based on the water analysis and technical requirements supplied for the project.

10. Austenitic stainless steel pump parts subject to welding shall be furnished in the “L” grade.

Austenitic stainless steel shall be furnished in the solution-annealed condition. Stainless steel components shall not be cold worked by design to enhance mechanical properties.

Internally wetted parts shall not utilize coatings.

11. Materials shall be identified with the applicable AISI, ASTM, ASME or SAE number, including material grade on pump data sheets and recommended spare parts lists supplied for the project.

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12. If the vendor recommends any materials that are superior to or alternate to the materials specified, the materials shall be listed as an alternate on the data sheets submitted with the vendor’s proposal.

13. Minor parts not identified shall have corrosion resistance equal to that of specified parts in the same environment.

14. Mating parts, such as studs and nuts, constructed of 18-8 stainless steel or of materials having similar galling tendencies shall be lubricated with an anti-seize compound.

C. Welding and Repair Welding

1. All welding shall be in accordance with ASME Section IX. Welding procedures for stainless steels shall be designed to minimize sensitization for the heat affected zone.

Piping supplied by the pump manufacturer shall be designed to conform with piping code ASME B31.1

2. All welding and repair welding shall be done in accordance with Seller's written procedures by welders qualified to those procedures. Weld repairs to castings, where permitted, shall conform to the requirements of the applicable ASTM specification. Repair by welding is not permitted on gray iron, austenitic gray iron, or austenitic ductile iron castings. Repair welding of copper alloy castings requires Purchaser's permission.

D. Castings

1. Castings shall be sound and free of shrink holes, blow holes, cracks, scale, blisters, and other defects. Casting surfaces shall be cleaned by standard methods such as sandblasting, shot blasting, or pickling. All mold-parting fins and remains of gates and risers shall be chipped, filed or ground flush.

2. Castings shall not be repaired by peening, plugging, burning in or impregnating. If weld repairs to castings are authorized by the ASTM specification for the material, repair welding shall be in accordance with the applicable ASTM specification. Weld repairs shall be inspected according to the same quality standards as for inspection of the castings. Repairs not covered by an ASTM specification shall be subject to approval of Purchaser.

2.2 EQUIPMENT
A. General Requirements

1. Pumps shall be vertical shaft, centrifugal, turbine type.

2. Pumps for same service shall be identical in construction, and similar parts of the pumps shall be interchangeable.

3. All pumping units shall be designed to facilitate inspection and maintenance.

4. Design of rotating elements shall be such that all critical speeds shall be at least 25 percent greater than the operating speed.

5. Drive motor enclosures shall be per requirements of ES-113 LOW VOLTAGE MOTORS.

B. Pumps

1. The pump suction requirements, including submergence NPSHR, and inlet velocity, shall be determined using one pump runout capacity or 120 percent of design capacity, whichever is greater.

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2. The design point total head specified shall use the discharge connection centerline as the reference point, and based on minimum water level. Head losses through the pump, including suction inlet losses, are not included in the total head listed.

3. Pumps shall be designed so that reverse rotation at the runaway speed caused by reverse water flow under maximum head will not cause damage to any of the components of the pump.

4. Pumps shall be designed to pass any foreign object having maximum dimensions indicated in the Datasheets without damage to the pumping equipment.

5. The pumps will be operated singly or in parallel. Each pump shall operate satisfactorily in two pump parallel operation, in single pump operation, and when bringing on or taking a pump out of service with any other pump, or pumps in service. The pumps shall deliver the head and capacity indicated in pump data sheets.

C. Pump Characteristics

1. Pump head curve shall rise continuously from design point to shut-off. The pump shut-off head shall be a minimum of 120 percent of the total head at the design point and a maximum of 135 percent of the design head specified.

2. Pumps shall be designed with a head-capacity characteristic which rises steadily from the one pump runout capacity to minimum flow.

3. It is preferred that pumps have low shutoff head and maximum efficiency at approximate design capacity and head.

4. Pumps shall be suitable for extended operation over the range from minimum flow to single (1) pump runout at minimum system resistance, without damaging pitting, cavitation, excessive noise, or excessive vibration.

5. Pumps shall be designed to have a required NPSH at one pump runout conditions of no more than 75% of the NPSH available. Reliability during all operational conditions is major consideration.

2.3 COMPONENT
A. Shafts and Shaft Sleeves

1. Pump shafts shall be machined to a smooth surface over their entire lengths and ground to a fine finished surface at bearing points.

2. Replaceable shaft sleeves shall be provided at bearing points and stuffing boxes to prevent shaft wear.

3. The pump shaft shall be sized to transmit the power requirements of the pump.

4. The shaft shall be ground and polished over its entire length.

5. If specified a shaft enclosing tube shall be provided to enclose the shaft and line bearings.

6. A tensioning device shall be provided for each pump with a shaft enclosing tube to assure exclusion of the pumped liquid.

7. Shaft sleeves shall be provided at the seal and at radial bearings.

B. Impellers and Bowls

1. Impellers shall be open or semi-open type.

2. Impellers and bowls shall be provided with renewable wear rings.

3. Impellers shall be keyed and nut-locked to the shaft to withstand all operating loads.

4. All impellers shall be statically and dynamically balanced.

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5. Full size impellers shall not be used. An impeller that is at least 10 percent larger than the minimum impeller diameter and at least 10 percent smaller than the maximum impeller for the pump casing is preferred.

6. The pump impellers shall be carefully machined and finished, with semi-open construction.

7. Collets or taper fits will not be acceptable.

C. Motor-Pump Couplings

1. Rigid couplings shall be provided to connect motor driver and pump shafts.

2. Couplings shall permit adjustment of the vertical position of the pump impeller while maintaining shaft alignment.

D. Bearings and Lubrication

1. Pump and shaft bearings shall be provided in sufficient number and located to ensure proper shaft alignment and minimize noise level.

2. Pump line shaft bearings shall be water lubricated.

3. All running, starting, and idle thrusts, and all unbalanced hydraulic thrusts shall be carried by the motor thrust bearing through the rigid coupling.

4. All radial shaft bearings shall be as recommended by the manufacturer for the service and shall be of sufficient number to prevent shaft whip and minimize noise level.

5. The impeller suction and discharge bowl bearings shall be as recommended by the manufacturer for the service.

6. All bearings shall be mechanically secured to the bearing housings to prevent bearing rotation or movement during operation.

7. Connection and piping sizes for seal water to the bearings shall be a minimum of 1-inch.

8. A packing gland accessible through openings in the motor support stand shall be provided above the upper bearing.

9. A shaft sleeve shall be provided at the stuffing box.

10. The packing gland shall be split to facilitate repacking of the box.

11. The space between the motor and the stuffing box shall be sufficient to permit removal of the packing gland and insertion of packing without dismantling the pump.

12. Pump axial thrust will be resisted by a thrust bearing in the drive motor through the rigid coupling.

13. Vibration Monitoring - Provisions shall be made for mounting a vibration switch on the upper end of the motor housing.

E. Mechanical Shaft Seals

1. Pumps requiring mechanical seals, if specified in Section 4.2, shall employ API seal plan

13. F. Shaft Couplings

1. A rigid, adjustable, flanged type coupling shall be provided for connecting the pump to the drive motor.

2. The coupling shall be specifically designed for vertical pump application and shall provide for vertical adjustment of the impeller.

3. The coupling shall be keyed to the shafts. The shaft coupling shall be sized to transmit the maximum brake horsepower requirements of the driven equipment with a service factor of not less than 2.

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4. A permanent corrosion-resistant plate shall be attached to the drive motor support pedestal stating the direction of rotation and coupling gap required for impeller positioning.

5. Line shaft couplings shall be of the sleeve and keyed type to permit ease of maintenance.

Threaded couplings are not acceptable
G. Mounting Baseplate

1. Each pump unit shall be provided with a suitable mounting baseplate (or discharge head) designed to support the total weight of complete pumping unit and all imposed static and dynamic loads.

2. The mounting baseplate shall be sized to cover an opening in Owner's mounting platform through which the entire pump unit may be installed or removed for maintenance.

3. In addition to the mounting baseplate, soleplates shall be furnished to ease pump removal.

4. Any foundation shims required for proper alignment and grouting in concrete shall be by Contractor.

5. Foundation bolts will be provided by Contractor. Seller shall provide complete requirements for foundation bolting.

H. Lifting Lugs

1. Lifting lugs shall be provided to facilitate handling during installation, maintenance, and removal.

I. External Piping Connections

1. Seller shall provide all connections for discharge, sealing, and venting. Piping shall be in accordance with ASME B31.1

2. Connections 2 1/2 inches and larger shall have flanged ends and shall be in accordance with ASME B16.5.

3. Connections 2 inches and smaller shall be socket-welding ends and shall be in accordance with ASME B16.11.

4. Design pressures and temperatures for discharge flanges shall be as specified in SECTION

4.2. 5. The location, size, type, and quantity of all openings, connections, and fittings shall be shown on Seller's drawings.

6. Discharge connections shall be provided with 1/2-inch NPT pressure gage connections.

7. For pumps manufactured in accordance with API 610, the allowable forces and moments at the face of the discharge nozzles shall meet the requirements of API 610, Table 5. For non-API pumps, the minimum allowable forces and moments for the pump nozzles shall be as follows:
a. Forces, Fx, Fy, Fz (lb) = 100 x D
b. Moments, Mx, My, Mz (ft-lb) = 200 x D
Where D = nominal pipe diameter (inches) of connecting pipe

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2.4 ELECTRICAL REQUIREMENTS
A. Seller shall provide one (1) AC electric motor as the driver for each pump specified. The design requirements for electric motors are specified separately in ES-113 LOW VOLTAGE MOTORS.

B. Motors shall be equipped with anti-reverse ratchets to prevent reverse rotation in the stopped condition.

2.5 INSTRUMENTATION AND CONTROL REQUIREMENTS
A. None

2.6 CIVIL AND STRUCTURAL
A. See attached drawings Section 4.4 for details of pump platform.

2.7 FABRICATION
A. Shop Assembly

1. Seller shall provide only items that are of standard and current manufacturers’ construction.

Non-standard special items or any other difficult to replace items shall not be supplied without the Engineer’s prior approval.

B. Shop/Factory Finishing

1. Cleaning
a. Internal Surfaces
1) All internal surfaces shall be free of gross contaminants such as heavy deposits of mill or heat treating scale, oil, oxide films, slag, flux, weld splatter, dirt, metal chips, and abrasive particles.
2) Seller's cleaning plan shall ensure that cleaning materials do not adversely affect the surface or base metal in the cleaning, manufacturing, or operational environments and that, once established, the cleanness will be maintained during subsequent manufacturing, shipping, and storage and handling. 3) Abrasive blasting shall not be used on surfaces containing areas where grit can accumulate and not be readily removed by subsequent cleaning, rinsing, or flushing.

2. External Surfaces
a. External surfaces shall be smooth and free of gross contaminants such as heavy scale, rust, sand, blisters, weld splatter, metal chips, and heavy deposits of oil or grease.
b. External surfaces, with the exception of machine finished surfaces, shall be given one (1) shop coat of corrosion resistant paint capable of withstanding temperatures

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to the design temperature plus 50 degrees Fahrenheit without loss of its protective integrity.
c. Machine finished surfaces shall be protected against corrosion during shipment, storage, and installation with the application of one (1) coat of water-soluble, rust inhibiting coating.

C. Painting

1. Seller's cleaning plan shall ensure that cleaning materials do not adversely affect the surface or base metal in the cleaning, manufacturing, or operational environments and that, once established, the cleanness will be maintained during subsequent manufacturing, shipping, and storage and handling.

2. Abrasive blasting shall not be used on surfaces containing areas where grit can accumulate and not be readily removed by subsequent cleaning, rinsing, or flushing.

3. Cleaning of surfaces that are not to be coated or painted shall be done in accordance with the Supplier’s best recommended practice. Only non-corrosion-resistant materials shall be coated.

4. Insulated surfaces shall not be primed. Stainless steel shall not be painted.

D. Marking

1. A stainless steel nameplate shall be attached to each pump in a clearly visible, easily accessible location. The nameplate shall be stamped with the following information:
a. Manufacturer's name.
b. Manufacturer's model number.
c. Manufacturer's shop order number.
d. Manufacturer's serial number.
e. Purchaser's equipment tag number.
f. Service.
g. Design capacity, gpm.
h. Design temperature, `F.
i. Design head, ft.
j. Design speed, rpm.
k. Design pressure-Bowls and Head, psig.

2. The direction of rotation shall be permanently marked on the pump in a location visible in installed position.

E. Packaging and Shipping

1. Pumps and all accessories shall be protected against damage during shipping, receiving, and storing and handling.

2. Prior to shipment, equipment shall be completely drained. When such drainage requires the removal of plugs, drain valves, etc., Seller shall be responsible that these parts are reinstalled prior to shipment.

3. All motor leads and other motor openings shall be effectively protected or sealed, to prevent entrance of moisture, dust, and dirt. The shaft extension shall be protected to prevent damage during shipment.

4. Metal straps, fasteners or covers shall not be tack welded to any manufactured part.

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5. Whenever size permits, the pump and any accessories shall be packed securely in weatherproof crates. If the pump or any component is too large for packing in a crate, it shall be placed on skids and protected with an overwrap.

6. Overwrap material shall be moisture proof, heat sealable, and strong enough to resist tearing, shredding, and piercing.

7. Guards shall be placed over damageable parts. All openings, including pipe ends, shall be provided with closures. The use of cloth or paper for plugs or caps is prohibited.

8. Each package shall be properly marked for identification. Weight lift points or the center of gravity shall be marked on the crate or skid to facilitate handling F. Storage and Handling

1. Seller shall prepare written procedures to govern the storage and handling of the equipment.

G. Tolerances

1. The manufacturing tolerances for the pumps shall not exceed the following requirements:
a. ± 1/8-inch on the elevation from the centerline of the pump discharge to the center line of the baseplate.
b. ± 1/8-inch from the centerline of the shaft to the pump discharge flange face. c. ± 1/8-inch offset between the centerline of the shaft and the centerline of the discharge.
d. ± 1/16-inch for pump discharge flange face being parallel to a plane passing through the centerline of the shaft.

2.8 SOURCE QUALITY CONTROL
A. Tests and Inspections

1. Non-Destructive Examinations
a. NDE methods, acceptance criteria, and additional general requirements shall be in accordance with the applicable fabrication code and this specification. b. Visual examination shall be by personnel certified to AWS QC1 requirements. All other NDE shall be by personnel qualified to Level II or Level III requirements of SNT-TC-1A of the American Society for Non Destructive Testing. c. Visual examination shall be performed before other NDE. d. Radiographic examinations required shall be done in accordance with the requirements of the appropriate fabrication code or this specification.

2. Material Tests
a. Certified mill test reports for pressure retaining materials shall be prepared in accordance with ASTM specifications and shall include actual mechanical and chemical properties.

3. Shop Tests

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a. Seller's standard shop tests shall be performed on all equipment furnished. b. Purchaser reserves the right to witness all shop tests. Seller shall notify Purchaser of the tests at least 15 days in advance of the dates of tests. c. Full information shall be submitted describing the Manufacturer’s testing facilities.

All tests shall be performed in accordance with the requirements of the latest edition of ASME PTC 8.2, or in accordance with the manufacturer’s standard test procedure which shall be provided to the Owner for review.
d. If the shop tests indicate that the tested pump fails to meet the guarantees stated herein, the other pump(s) for the same service shall be shop tested in accordance with this article.
e. Any pump not meeting the guarantees shall receive all adjustments, repairs, additions or replacements as required for it to meet the guarantees. f. Re-testing and modifications shall be repeated until all performance guarantees are met or until arrangements are made which are acceptable to the Engineer, Owner and/or Purchaser.
g. Certified copies of performance curves resulting from the testing shall be submitted to the Engineer for acceptance before shipment of the equipment. These curves shall indicate actual test pressure, temperature conditions, and the observed test points. h. If pump suction test conditions (pressure and/or temperature) differ from the conditions listed under Section 4.2, appropriate correction factors shall be applied to the observed test curve, and a corrected curve shall be indicated. This corrected curve shall then represent expected pump performance with the suction conditions listed under Section 4.2.

4. Hydrostatic Tests
a. Equipment and vessels shall be subjected to a hydrostatic leak test meeting the requirements of the applicable Code or Standard to verify integrity of the pressure boundary. Pumps shall be hydrostatically tested at a pressure equivalent to at least 150% of the shut-off pressure held for a minimum of 15 minutes. No leakage is acceptable through the pressure boundary wall or assembly joints. b. Purchaser reserves the right to witness the hydrostatic tests. Seller shall notify Purchaser of the tests at least 15 days in advance of the dates of tests.

5. Performance Tests
a. Seller shall perform pump running tests on each pump with its own motor driver in accordance with the procedures of the Hydraulic Institute Standards, Centrifugal Pump Section.
b. Each pump shall be performance tested at design speed, rated suction conditions, and water temperature. Pump test shall cover the complete range of pump operating conditions.
c. Each pump shall be tested at minimum submergence requirements over the full range of flow.
d. Test readings shall be made at not less than each point corresponding to 10 percent increments in capacity over the range between minimum flow and pump run-out flow.
e. The equipment shall be subjected to functional and performance tests in Seller’s shop to the greatest extent possible to verify Seller’s performance guarantees. The performance test for Contract purposes shall be executed at the final installation by Installation Contractor. Contractor shall develop testing procedure in accordance

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with Mechanical Installation Specification (MS-003) and approved by Owner and Pump Manufacturer.
f. If testing is specified in Section 4.1, one pump for each service shall be shop tested for capacity, NPSH requirements, power requirements, efficiency, minimum flow recommended for continuous operation, runout head, design point head, shutoff head, and at as many other points as necessary for plotting an accurate performance curve. Each pump shall be tested with its own motor.
g. Seller shall conduct airborne sound tests in accordance with the procedures of the Hydraulic Institute Standards (Code for Measurement of Airborne Sound from Pumping Equipment.). Tests shall be performed with pump operating at rated load and speed. Seller shall evaluate the airborne sound tests and shall certify that guarantee limits have been met.

6. Test Reports
a. Seller shall prepare copies of certified reports of all shop tests. The reports shall include test arrangement, instrumentation and calibration data, test procedure, test data, and data backup calculations.
b. Results of the performance tests shall be summarized in curve form with total head, efficiency, brake horsepower, and submergence referred to first stage impeller, plotted versus discharge capacity in gpm. The guaranteed design performance, maximum run-out operation, and test water temperature shall be stated on the curve. c. Each performance test report shall also include verification of bearing stability, hydraulic stability at minimum flow, and vibration limits.

PART 3 - EXECUTION

3.1 SPARE PARTS AND SPECIAL TOOLS
A. Seller shall provide spare parts and consumables required for equipment commissioning and startup including extra gaskets per connection.

B. Seller shall recommend a three (3) year supply of spare parts necessary for installation, operation and maintenance of the pumps and accessories furnished by Seller.

C. The list of recommended spare parts shall be accompanied by descriptions sufficiently detailed to identify the spare parts and the specific item or items to which it applies. Seller shall indicate the minimum recommended inventory for routine maintenance at installation, start-up and continuous operation. Seller shall also indicate whether the recommended spare is a stock item or special item, location of nearest supply point and approximate lead time required for shipment.

D. Seller shall supply one complete set of all special tools required for installation and maintenance.

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E. The list of special tools shall be accompanied by descriptions sufficiently detailed to identify the function of the tool and the specific item or items for which it applies. Seller shall indicate whether the tool is required for installation, adjustment or routine maintenance.

3.2 FIELD QUALITY CONTROL
A. Field Acceptance Tests

1. Contractor will perform field tests on each pumping unit after the system is placed in service. The object of these tests is to check the mechanical performance of the pumps, drivers, and accessories. This includes noise, vibration, bearing operating temperature, stuffing box leakage, and lubricating system operation. Particular attention will be given to abnormal operating characteristics.

2. Test will be performed by Contractor in accordance with the Hydraulic Institute standards as required. Any deficiencies or faulty conditions determined during these tests shall be promptly corrected by Seller at no cost to Purchaser; after which additional tests will be run to confirm satisfactory pump performance and operation.

3. Seller shall cooperate with Contractor in the preparation for and testing of equipment.

Seller shall provide any and all necessary technical support, in a timely fashion, as may be required during the field testing process.

4. Seller shall provide a per diem rate to provide a qualified representative to witness the field tests and advise on testing procedures.

3.3 COMMISSIONING
A. General

1. All equipment will be installed by Contractor.

2. Seller shall provide the per diem rate to provide the services of a representative to provide technical direction of the installation.

3. The field personnel provided by Seller shall be qualified and capable to perform the duties required to the satisfaction of Purchaser and shall be vested with authority to make decisions binding on Seller.

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PART 4 - ATTACHMENTS

4.1 SCHEDULE FOR SUBMISSION OF DRAWINGS AND DATA
Document Schedule Action
With Bid
Completed pump and motor data sheets With Bid For review Outline drawings of individual equipment With Bid For review Equipment weights broken down by maximum
lifts to assemble, install, and do maintenance
With Bid For review
List of all materials of construction With Bid For review Pump Performance Curves With Bid For review
Option pricing for technical assistance during
installation and field testing
With Bid For review
Detailed list of auxiliary services required With Bid For review Description of Bidder’s test methods and
capabilities
With Bid For review
Recommended spare parts list for start-up and two
years of operation
With Bid For review
Replacement parts and special tools list With Bid For review Other commercial documentation With Bid For review
After Award of Contract
Submittal list with schedule 2 weeks
after award
of contract
For review
Engineering, procurement, fabrication, and
delivery schedule
2 weeks
after award
of contract
For
information
Inspection Test Plan & Schedule 4 weeks
after award
of contract
For review
Motor box, connections, and accessory detail 4 weeks
after award
of contract
For review
Allowable nozzle reaction forces and moment 4 weeks
after award
of contract
For review
Pump Mounting Drawings and loading 4 weeks
after award
of contract
For review
Equipment Data sheets 4 weeks
after award
of contract
For review
Motor data sheets and characteristic curves 4 weeks
after award
of contract
For review

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Document Schedule Action
Color scheme in Munsell or RAL equivalents 4 weeks
after award
of contract
For review
Seismic Analysis 4 weeks
after award
of contract
For review
Wiring drawings 4 weeks
after award
of contract
For review
Installation drawings, instructions, and procedures 4 weeks after award
of contract
For review
Bills of material for supplied equipment 4 weeks
after award
of contract
For
information
Other QA required documentation from the
General Technical Requirements
In
accordance
with
vendor QA
program
For review
LEGEND
R – Submit for review I – Submit for Information
DAAC Days after Award of Contract DPRF Days prior to release for fabrication
DPT Days prior to test DPS Days prior to shipment
DATC Days after test completion UCW Upon completion of work

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4.2 TECHNICAL DATASHEETS BY PURCHASER
ITEM
Description of Service
Services:

Pump Tag Number Service
1 Water
2 Water
Design Conditions and Performance Requirements
Client Name City of Ukiah
Project Name
Fish Hatchery
Supply Pumps
Replacement

Project Number 162992
Project Site Location Conditions
Site Barometric Pressure 29.24 in Hg
Site Elevation 633 ft
Plant Operation
Design Life 30 years
Max. sound level @ 1m, (dBA) 85
Power Supply Available 480 V
Type Vertical
Pump Tag Number 1, 2
Quantity Required Two (2) 100%
Split Capacity (each pump), %
Location (Outdoor or Indoor) Outdoor
Fluid Pumped Water
Stages/bowls:

First Stage depth:

Materials: Impeller and bowls
Suction fluid temp. range, ° F (° C)
Screen Opening, inch (mm.)
Ambient Conditions:

Pressure, psi abs

Summer Design Dry Bulb Temperature 104
Winter Design Dry Bulb Temperature 25.2
Humidity (max/min), % 83 /31 /
/
/
Design Conditions:

No. of Pumps in Parallel Operation
1 Operating Scenarios
Flow Rate (1x100%) @ Temperature
Discharge Pressure, measured at pump
discharge centerline @ min water level
8 psig
Water Level
Reference
drawing, min
water is El

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615’ and
existing pump
CL discharge
is El 628’
Capacity (each pump), gpm 6,750
Fluid Temperature, ° F (° C) ambient
Design Inlet Temperature Range ambient
Fluid Specific Gravity 1
ITEM
Design Conditions and Performance Requirements
Pump Tag Number
Pump Speed (Max.), rpm 1800
Pump Efficiency (min), % 70
Piping:

Size, inlet, in. NPS
Size, discharge, in. NPS 16
Design Pressure, psig (barg) 150 # Class
Design Temperature, ° F (° C) ambient
Power, volts/ phase/ Hertz 480/3/60
Shop Test Required, y / n y
Pumping Water Analysis:

Source
Total Solids
Total Dissolved Solids, ppm:

Total suspended solids, ppm:

Total Hardness, ppm as CaCO3:

Total Alkalinity, ppm as CaCO3:

Oxygen, ppb:

Total Organic Carbon, ppm:

Iron
Copper
Nickel
Hydrazine (Residual)
Sodium
Conductivity (cation) @25oC
PH @25oC
Bearing Lubricating and
Sealing Water:

From pump
Pressure, psi
Temperature, oF
Description
Water Analysis –
Total Solids

Dissolved Oxygen
Silica
Iron
Copper
Nickel
Hydrazine (Residual)

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Sodium
Conductivity (cation) @
25 oC

pH @ @ 25 oC
ITEM
Design Conditions and Performance Requirements
Pump Materials
Casing
Shaft
Shaft Sleeve
Wear Rings
Impeller
Mechanical Seals
Service Life, yrs. 30
Design and Construction Features
Enclosed Impellers
Discharge Connections:

Design Pressure, psig
Design Temperature, oF
150# Class
Motors
Electric Motor Requirements Specified in:

ES-113, Low Voltage Motors
Reliability
Average Operating Time
Between Failures, hr

Performance Shop Test Required
Remarks:

Legend: X = Applicable Column or Box
NA = Not Applicable
L = To Be Provided At a Later Date
* = See "Remarks"

VERTICAL PUMPS

FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS
MTL 315-0163 162992 SPECIFICATION MS-002
REV. 0 (6/21/22)

4.3 TECHNICAL DATASHEETS BY SELLER
The following technical data sheets for each group (same service) pumps shall be completed by Bidder and submitted with the Bid:

Manufacturer -
Name:

Location:

Pump Name -
Number of PumpsPump ModelManufacturerPoint of ManufactureDelivery, Weeks ARO - Max. Dimension (pumped solids )-
Rotation direction (view from driver)-
Casing Design Pressure, (psig)-
Seal/Flush PlanSeal Water Required, (gpm)-
Pumped Fluid DescriptionPumped Fluid ChemistryPump Tag Number(s) and Service - Quantity of PumpsA. Physical Data (each pump)

1. Dimensions:
a. Mounting base size (width x length), in.
b. Pump and motor overall size (width x
length x height), in.
c. Required minimum clearance, Side, in.

VERTICAL PUMPS

FISH HATCHERY SUPPLY PUMPS REPLACEMENT VERTICAL PUMPS
MTL 315-0163 162992 SPECIFICATION MS-002
REV. 0 (6/21/22)
d. Required minimum clearance, End, in.
e. Required minimum clearance, Above, in.
f. Distance between bottom of suction bell
and floor, ft
g. Distance from CL of first impeller eye to bottom
of suction bell (in)
h. Distance from CL of first impeller eye to the
bottom of the pump mounting plate (in)

2. Weight, lb
a. Dry
b. Operating

3. Heaviest piece handled during installation:
a. Part name
b. Weight, lb

4. Heaviest piece handled during maintenance:
a. Part name
b. Weight, lb

5. Dimensional outline drawing, Dwg. No.