CITY OF TRINIDAD DOWNTOWN TRINIDAD PEDESTRIAN ...

This document shall not be used forconstruction unless signed and sealed forconstruction. Sheet No.

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Title

Project

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Plot Date: Filename:9 February 2021 - 4:10 PM G:\561\11194868\Digital_Design\ACAD 2018\Sheets\11194868-G001.dwg

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Plotted By: Camille Penny

Project No.

Sheet of

Reuse of DocumentsThis document and the ideas and designs incorporatedherein, as an instrument of professional service, is theproperty of GHD and shall not be reused in whole or in partfor any other project without GHD's written authorization.© 2021 GHD

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IssueNo. Drawn Approved Date

ProjectManager

CITY OF TRINIDADDOWNTOWN PEDESTRIAN & CONNECTIVITY PROJECT

11194868

15

J.WOLF 2/9/2021718 Third StreetEureka California 95501 USAT 1 707 443 8326 F 1 707 444 8330 W www.ghd.com

GHD Inc.Trinidad

City of

COVER SHEET

G-001 1

C.PROVO C.PENNY

O.GOODE J.WOLF

AS SHOWN

DOWNTOWN TRINIDAD PEDESTRIAN & CONNECTIVITY PROJECT

February 2021

RPL-5036(014)

CITY OF TRINIDAD

LOCATION MAPAREA MAP

PROJECTLOCATIONS

SHEET INDEX

APPROVALS

CITY MANAGER:ELI NAFFAH

SIGNED DATEC-

101

C-104

C-10

3C-

102

C-105

NOT TO SCALE

N

WEITCHPEC

REDWAY

HUMBOLDT

GARBERVILLE

LANDING

PETROLIA

FIELDS

FERNDALE

WEOTT

MYERS FLAT

BRIDGEVILLESCOTIA

EUREKA

BLUE LAKE

WILLOWCREEK

TRINIDAD

ORICK

HOOPA

ORLEANS

McKINLEYVILLE

COUNTY

RIO DELL

ARCATA

FORTUNA

MANILA

SANFRANCISCO

LOS ANGELS

Sheet Sheet No. Title

GENERAL

1 G-001 COVER SHEET

2 G-002 TYPICAL SECTIONS

DEMOLITION & SITE PREP PLANS

3 CD-101 TRINITY STREET - 1 OF 2

4 CD-102 TRINITY STREET - 2 OF 2

5 CD-103 PATRICK'S POINT - SCENIC DRIVE

SITE & GRADING PLANS

6 C-101 TRINITY STREET - STA 1+00 TO 3+90

7 C-102 TRINITY STREET - STA 3+90 TO 5+80

8 C-103 TRINITY STREET - STA 5+80 TO END

9 C-104 PATRICK'S POINT DRIVE

10 C-105 SCENIC DRIVE

STRIPING PLANS

11 C-201 STRIPING PLANS

CONSTRUCTION DETAILS

12 C-501 CONSTRUCTION DETAILS 1 OF 4




Trinidad

City of

http://www.ghd.com/

TYPICAL SECTION - PATRICK'S POINT DRIVENOT TO SCALE

12' TRAVEL LANE19' TRAVEL LANE

PATRICK'S POINT DRIVECLR/

W

8' SHOULDER(N) 4.5' (MIN)SIDEWALK

TYPICAL SECTION - TRINITY STREETNOT TO SCALE

12' TRAVEL LANE 12' TRAVEL LANE

TRINITY STREETC

VARIES (56' - 63')

L R/WR/W

(N) OR (E)SIDEWALK

(N) OR (E) CURB& GUTTER

8' PARKING 8' PARKING(N) OR (E)SIDEWALK

TYPICAL SECTION - SCENIC DRIVENOT TO SCALE

12' TRAVEL LANE12' TRAVEL LANE

SCENIC DRIVECL

R/W

(N) 4.5' (MIN)SIDEWALK

(N) CURB& GUTTER

(E) CURB& GUTTER

(N) 6" RETAINING CURB

(N) OR (E) CURB& GUTTER

(E) PLANTER

(E) PAVEMENT


Original Size

Title

Project

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ProjectManager


11194868

15


GHD Inc.Trinidad

City of

TYPICAL SECTIONS

G-002 2

C.PROVO C.PENNY

O.GOODE J.WOLF

AS SHOWN

http://www.ghd.com/

1+00 2+00 3+00

CTV

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4+00 5+00

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PARK

ERST

REET

0 20'10'TRINITY STREET - STA 1+00 TO 3+48 N


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Title

Project

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11194868

15


GHD Inc.Trinidad

City of

DEMOLITION & SITE PREP PLANSTRINITY STREET - 1 OF 2

CD-101 3

C.PENNY C.PENNY

O.GOODE J.WOLF

AS SHOWN

TRINITY STREET - STA 3+48 TO STA 5+89 0 20'10'

MATC

HLIN

ESE

E BE

LOW

LEF

T

MATC

HLIN

ESE

E AB

OVE

RIGH

T

N

SHEET GENERAL NOTES

1. LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM THE BEST INFORMATIONAVAILABLE. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED.CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT BY DIALING 811 AMINIMUM OF TWO BUSINESS DAYS PRIOR TO ANY EXCAVATION.

2. CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO COMMENCINGWORK.

3. GRIND AND REMOVE EXISTING PAVEMENT MARKINGS AND STRIPS WHICH DO NOTCONFORM TO NEW STRIPING, CONFIRM EXTENTS WITH OWNER'S REPRESENTATIVE.

4. PROTECT ALL (E) STREET LIGHTS.

5. CONTRACTOR SHALL COORDINATE UTILITY ADJUSTMENTS AND RELOCATIONS WITH THEUTILITY OWNER

LEGEND

APPROXIMATE LIMITS OF CLEARING AND GRUBBING.

DEMOLISH & REMOVE (E) CONCRETE ORASPHALT CONCRETE SURFACING.

RIGHT OF WAY / PROPERTY LINE

IMPLIED COMMON LAW DEDICATION

SHEET KEYNOTES

PROTECT UTILITY BOX/VAULT/COVER

PG&E UTILITY BOX/VAULT TO BE SET TO GRADE BY UTILITY COMPANY

AT&T BOX/VAULT TO BE SET TO GRADE BY UTILITY COMPANY

SUDDENLINK BOX/VAULT TO BE SET TO GRADE BY UTILITY COMPANY

RESET WV/WM BOX/COVER TO GRADE

RESET MANHOLE BOX/COVER TO GRADE

1

2

3

4

5

6

TRINITY STREET

TRINITY STREET

SALVAGE AND RESET(E) STREEN NAME &

STOP SIGN SALVAGE AND RESET(E) NO PARKING SIGN

SALVAGE AND RESET(E) STREET NAME &STOP SIGN

2

5

2

5

2

5

1

1

11

2

5

1

5

22

2

54

1

MATC

HLIN

ESE

E CD

-102

EDW

ARDS

STR

EET

WES

TST

REET

PROTECT (E) SIDEWALK DRAIN

SALVAGE AND RESET(E) STREEN NAME &STOP SIGN

REPLACE ANDRELOCATE DRAIN PIPE

http://www.ghd.com/

6+00 7+00 8+00

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0 20'10'TRINITY STREET - STA 5+89 TO END


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Title

Project

ClientDesignerDrawn

Scale


ANSI D

Date


Project No.

Sheet of


DraftingCheck

0 1"


DesignCheck


ProjectManager


11194868

15


GHD Inc.Trinidad

City of

DEMOLITION & SITE PREP PLANSTRINITY STREET - 2 OF 2

CD-102 4

C.PENNY C.PENNY

O.GOODE J.WOLF

AS SHOWN

MATC

HLIN

ESE

E CD

-101

SHEET GENERAL NOTES






LEGEND





SHEET KEYNOTES







1

2

3

4

5

6

TRINITY STREET

24

3

5

6

2 4

3

24

3

1

1

1

1

SALVAGE AND RESET(E) SCHOOL XWALK AHEAD SIGN

NPROTECT (E) SIDEWALK DRAIN

PROTECT (E)SIDEWALK DRAIN

SALVAGE AND RESET(E) NO PARKING FIRE DEPT. ONLY SIGN

REMOVE CHAINLINK FENCE

http://www.ghd.com/

1+00 2+00 3+00

4+00 5+00


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Title

Project

ClientDesignerDrawn

Scale


ANSI D

Date


Project No.

Sheet of


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0 1"


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ProjectManager


11194868

15


GHD Inc.Trinidad

City of

DEMOLITION & SITE PREP PLANSPATRICK'S POINT - SCENIC DRIVE

CD-103 5

C.PENNY C.PENNY

O.GOODE J.WOLF

AS SHOWN

SHEET GENERAL NOTES






LEGEND





SHEET KEYNOTES







1

2

3

4

5

6

0 20'10'SCENIC DRIVE

N

0 20'10'PATRICKS POINT DRIVE

N

MAIN

STR

EET

SCENIC DRIVE

MAIN

STR

EET

PATRICK'S POINT DRIVE

1

1

1

SALVAGE AND RESET (E)SPEED LIMIT SIGN

ADDITIVE ALTERNATIVE 3




http://www.ghd.com/

607 PARKER ST

TRINIDAD BAYEATERY & GALLERY

E

E

E

E

E

E

E

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E

CT

V

CT

V

CTVCTV

CTV

FO

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UT

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570 TRINITY ST

513 TRINITY ST

529 TRINITY ST565 TRINITY ST560 EDWARDS ST

513 TRINITY ST

1+00 2+00 3+00

TRINIDAD BED & BREAKFAST

MOONSTONE CROSSINGTASTING ROOM

STOP

TC=165.60(ME)FL=164.99(ME)

FG=±165.06(ME)

TC=FL=163.70

FG=±162.87(ME)

TC=±163.43(ME)FL=±162.82(ME)

TC=FL=163.62

FG=±166.29(ME)

TC=±166.61 (ME)FL=±166.13 (ME)

FG=±165.52(ME)

FG=±166.08(ME)

TC=FL=166.00

TC=±166.16 (ME)FL=±165.44 (ME) FG=±166.36(ME)

FG=±166.89(ME)

TC=±166.92(ME)FL=±166.30(ME)

FG=±167.10(ME)TC=±167.64(ME)FL=±166.98(ME)

TC=±168.54(ME)FL=±167.86(ME)

FG=±168.15(ME)

FG=±168.38(ME)FG=168.62

FG=168.68

FG=168.85

FG=168.95

UNDERDRAIN FL=168.26

FG=±168.99(ME)

FG=±168.65(ME) FG=±168.86(ME)TC=±169.33(ME)FL=±168.74(ME)

FG=±169.43(ME)

TC=±169.11(ME)FL=±168.53(ME)

FG=±169.22(ME) FG=169.29

FG=169.39

TC=FG=±168.79(ME)

TC=FG=±168.89(ME)

UNDERDRAIN FL=168.71UNDERDRAIN FL=168.59

TC=±164.01(ME)FG=±163.47(ME)

TC=FG=165.66

TC=164.19FG=163.69

TC=164.27FG=163.77

TC=166.68FG=166.20

TC=166.57FG=166.07

FG=±166.27(ME)

FG=169.22

FG=169.32

FG=±168.70(ME)

FG=169.12

FG=169.51FG=±169.84(ME)

FG=±170.06(ME)

FG=±170.40(ME)

FG=±169.32(ME)

TC=±169.21(ME)FL=±168.60(ME)

TC=168.78FL=168.65

FG=168.85

FG=169.13

FG=169.77

TC=168.92FL=168.79

FG=168.99

TC=169.43FL=168.85

TC=169.60FL=169.02

FG=±169.85(ME)

TC=169.64FL=169.06

TC=FG=169.71

TC=FG=169.14

TC=±169.76(ME)FG=169.21

TC=FG=169.22

TC=±169.81(ME)FG=169.29

TC=FG=±169.73(ME)

FG=±168.75(ME)

TC=±168.67(ME)FL=±168.05(ME)FG=±168.15(ME)

FG=±169.25(ME)FG=168.92

FG=±169.18(ME)

FG=±168.56(ME)

TC=±169.05(ME)FL=±168.45(ME)

TC=168.39FL=168.26

TC=168.51FL=168.38

FG=169.12

FG=±168.93(ME)

FG=±169.06(ME)

TC=±169.55(ME)FL=±168.96(ME)

FG=±169.63(ME)

TC=169.63FL=169.05

TC=FG=169.70

TC=FL=169.14

TC=FL=169.18TC=169.71FG=169.21TC=169.75FG=169.25

TC=169.75FL=169.25

TC=FG=169.83FG=169.86

TC=169.78FL=±169.28(ME)

FG=169.12

FG=±168.98(ME)

FG=169.16

FG=±169.52(ME)

TC=±169.70(ME)FL=±169.28(ME)

FG=±166.82(ME)

FG=±166.79(ME)

FG=±168.93(ME)

TC=168.87FL=168.15

UNDERDRAIN FL=167.96TC=±168.89(ME)FL=±168.30(ME)

0 20'10'TRINITY STREET - STA 1+00 TO 3+90 N


Original Size

Title

Project

ClientDesignerDrawn

Scale

Plot Date: Filename:9 February 2021 - 4:15 PM G:\561\11194868\Digital_Design\ACAD 2018\Sheets\11194868-C101-105.dwg

ANSI D

Date


Project No.

Sheet of


DraftingCheck

0 1"


DesignCheck


ProjectManager


11194868

15


GHD Inc.Trinidad

City of

SITE & GRADING PLANSTRINITY STREET - STA 1+00 TO 3+90

C-101 6

C.PENNY C.PENNY

O.GOODE J.WOLF

AS SHOWN

HMA PAVEMENT

CONCRETE PAVEMENT

DETECTABLE WARNING SURFACE

UNDERDRAIN

HMA PATCH EXTENT

RIGHT-OF-WAY / PROPERTY LINE

EASEMENT LINE

PRESCRIPTIVE RIGHT-OF-WAY LINE

(E) EDGE OF PAVEMENT

LINE & HATCH LEGEND

SHEET GENERAL NOTES



3. ADJUST ALL UTILITY COVERS INDICATED ON SHEETS CD-101 TO CD-103 TO NEW FINISHEDGRADE WITHIN AREAS OF IMPROVEMENT.

4. CONTRACTOR SHALL COORDINATE UTILITY ADJUSTMENTS AND RELOCATIONS WITH THEUTILITY OWNER. CONTRACTOR SHALL SET FORMS FOR NEW WORK SUCH THAT THEUTILITY COMPANY CAN RESET THEIR FACILITIES TO NEW FINISHED GRADE.

TRINITY STREET

TYPE A2-6 CURB & GUTTER

CURB RAMP CASE C

CURB RAMP CASE CH (SIM)

SIDEWALK


HMA PAVEMENTCONFORM


WALKABOUT DRIVEWAY

TYPE A2-6CURB & GUTTER

SIDEWALK

HMA PAVEMENTCONFORM

UTILITIES EASEMENT PER1994-1380-7 FOR EXISTING

CITY AND ROAD IMPROVEMENTS

UNDERDRAIN

DRIVEWAY PAN

EDW

ARDS

STR

EET

VEHICULAR CONCRETEPAVEMENT CONFORM

MATC

HLIN

ESE

E SH

EET

C-10

2

TYPE A2-6 CURB & GUTTERMODIFIED TYPE B2-6 CURB

& GUTTER PER DETAIL

SIDEWALK

DROP DRIVEWAYTYPE A2-6CURB & GUTTER

CURB RAMP CASE C

CURB RAMPCASE CH SIM

SIDEWALK

SIDEWALK

HMA PAVEMENTCONFORM

PARKER STREET

WEST STREET

HMA PAVEMENTCONFORM

SIDEWALK

SIDEWALK

HMA PAVEMENTCONFORM

DRIVEWAY PAN UNDERDRAIN


RETAININGCURB

SIDEWALK

VEHICULARCONCRETEPAVEMENT

BUMP-OUT DRIVEWAYBUMP-OUT DRIVEWAY

SIDEWALK

http://www.ghd.com/

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490 TRINITY ST

470 TRINITY ST

452 TRINITY ST

500 WEST ST 463 TRINITY ST

435 TRINITY ST

4+00 5+00

TRINIDAD ART GALLERY

STOP

FG=±169.88(ME)

TC=170.17FG=±169.75(ME)

TC=FG=170.23

FG=±169.62(ME)

TC=±169.98(ME)FL=±169.55(ME)

FG=±169.99(ME)

TC=169.88FL=169.58

TC=FG=169.95

TC=FL=169.64

TC=170.12FG=169.71

FG=169.38

TC=170.16FG=169.75

TC=FL=169.68

FG=±170.22(ME)

TC=±170.11(ME)FL=±169.72(ME)FG=±169.79(ME)

FG=170.41

TC=170.33FL=169.83

FG=170.18

TC=170.10FL=169.86

(3" LIP)

FG=170.20

TC=170.13FL=170.00(1/2" LIP)

FG=±171.54(ME)

FG=±171.51(ME)

FG=170.61

TC=170.53FL=170.03

FG=170.68

TC=170.60FL=170.10

FG=±171.11(ME)

FG=±170.88(ME)

FG=170.33

TC=170.26FL=170.13

FG=170.40

TC=170.33FL=170.20

FG=170.70

TC=170.66FL=170.22

FG=±170.29(ME)

TC=±170.62(ME)FL=±170.23(ME)

TC=FL=169.18

TC=169.75FL=169.25

TC=169.78FL=±169.28(ME)

FG=±169.62(ME)TC=±170.03(ME)FL=±169.51(ME)

FG=±170.10(ME)

FG=169.33

TC=169.98FL=±169.48(ME) FG=170.06

TC=169.97FL=169.47

TC=FG=170.04

TC=±169.99(ME)FG=169.52

TC=±169.99(ME)FG=169.50

TC=FG=170.04TC=FL=169.45

TC=FL=169.43 TC=169.97FL=169.47 FG=±169.80(ME)

TC=±170.15(ME)FL=±169.69(ME)

FG=±170.21(ME)

TC=FG=±169.85(ME)

FL=168.57TC=170.16

FG=170.20FL=170.10TC=170.52

TC=FG=±170.16(ME)

FG=170.50

FG=±170.19(ME)TC=±170.56(ME)FL=±170.08(ME)

FG=±170.58(ME)

FG=±170.07(ME)

FG=±170.10(ME)

FG=±170.12(ME)FG=±170.34(ME)

FG=±170.54(ME)FG=±170.54(ME)

FG=±170.16(ME)

FG=±170.40(ME)

FG=170.32

FG=±169.98(ME)


Original Size

Title

Project

ClientDesignerDrawn

Scale


ANSI D

Date


Project No.

Sheet of


DraftingCheck

0 1"


DesignCheck


ProjectManager


11194868

15


GHD Inc.Trinidad

City of

SITE & GRADING PLANSTRINITY STREET - STA 3+90 TO 5+80

C-102 7

C.PENNY C.PENNY

O.GOODE J.WOLF

AS SHOWN

HMA PAVEMENT

CONCRETE PAVEMENT


UNDERDRAIN

HMA PATCH EXTENT


EASEMENT LINE



LINE & HATCH LEGEND

SHEET GENERAL NOTES





TRINITY STREET - STA 3+90 TO 5+80 0 20'10' N

PARKER STREET

TRINITY STREET

SIDEWALK

TYPE A2-6 CURB & GUTTERVALLEY GUTTER

CURB RAMP CASE C

HMA PAVEMENTCONFORM

CURB RAMP CASE C

SIDEWALK

VALLEY GUTTER

DRIVEWAY PAN

BUMP OUTDRIVEWAY


SIDEWALK

SIDEWALK

TYPE A2-6 CURB& GUTTER

DROPDRIVEWAY


SIDEWALK


RETAININGCURB

COMPACTED AGGREGATE BASE; AREATO BE COMPLETED BY OTHERS, NIC

DROPDRIVEWAY

WEST STREET

MATC

HLIN

ESE

E SH

EET

C-10

1

MATC

HLIN

ESE

E SH

EET

C-10

3

SIDEWALK

DRIVEWAY PAN

3" PVCDRAINAGE PIPE

SIDEWALK

HMA PAVEMENTCONFORM

COMPACTED AGGREGATEBASE; AREA TO BE

COMPLETED BY OTHERS, NIC

SIDEWALK


STAMPED CONC, TYP

(E) WATER METER TO BERESET BY OTHERS, NIC

CURB INLETFL IN = 170.0012" Ø SD IE OUT = 165.60SDCB IE = 164.60

12" Ø HDPE SD

RETAINING CURBRETAINING

CURB

(E) TREE TO REMAINAND BE PROTECTED

RESET (E)IRON RAILING

CONNECT 12" Ø HDPE TO (E) 24" Ø HDPEWITH INSERTA TEE (12HP24HP) OR SIMILARHMA PAVEMENT

CONFORM

BUMP OUT DRIVEWAY

http://www.ghd.com/

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CTVCTV

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CTVCTV

CTVCTV

CTV CTV CTV CTVCTV CTV CTV

CT

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426 TRINITY ST

409 TRINITY ST

385 TRINITY ST

363 TRINITY ST 321 TRINITY ST

6+00 7+00 8+00

TRINIDAD FIRE DEPT

TRINIDAD CITY HALL

BECHCOMBER CAFE

TRINIDAD ELEMENTARY SCHOOL

NOPARKING

FG=±171.48(ME)TC=172.00FL=171.47

FG=±172.07(ME)

TC=±171.85(ME)FL=±171.42(ME)

FG=±171.99(ME)

FG=±171.31(ME)

FG=±170.41(ME)TC=±170.77(ME)FL=±170.35(ME)

FG=170.85

FG=±172.17(ME) FG=±172.11(ME)

FG=171.44

FG=171.31

FG=171.08

TC=FG=171.25

TC=171.00FL=170.41

TC=FG=171.38

TC=170.60FL=170.43(2" LIP)

FG=171.31

TC=171.17FL=170.59

FG=±171.55(ME)FG=171.26

TC=FG=171.00TC=FG=171.08

TC=171.48FL=170.95

TC=171.06FL=170.93

TC=170.99FL=170.86

TC=170.73FL=170.56

(2" LIP)

TC=FG=172.01

FG=171.08FG=171.15

TC=FG=171.68

TC=FG=171.60

TC=FG=±172.01(ME)

FG=±172.57(ME)

FG=±171.19(ME)

FG=±172.08(ME)FG=±172.03(ME)FG=±171.89(ME)FG=±171.74(ME)

TC=171.93FL=171.31

TC=171.96FL=171.35

TC=±172.34(ME)FG=171.87

TC=±172.35(ME)FG=171.84

FG=171.96FG=171.93

FG=±171.34(ME)

FG=±170.97(ME)FG=±171.62(ME)

FG=±171.19(ME)

TC=±171.51(ME)FL=±171.05(ME)

FG=±171.00(ME)

TC=±170.94(ME)FL=±170.88(ME)

FG=±171.84(ME)

TC=171.79FL=171.23

FG=±171.91(ME)

TC=171.30FL=170.93

FG=171.55TC=FG=171.48

FG=172.09TC=FG=172.09

TC=171.90FG=171.40

TC=171.00FL=170.43

FG=171.97

FG=171.82

FG=171.51

FG=±171.34(ME)

FG=170.98

FG=±172.16(ME)FG=±172.18(ME)FG=172.11

FG=172.11FG=172.11

FG=±172.14(ME)

TC=±171.85(ME)FL=±171.41(ME)

TC=±171.65(ME)FL=±171.21(ME)

TC=171.79FL=171.25

TC=171.84FL=171.35

TC=170.72FL=170.59

TC=170.90FL=170.77

0 20'10'TRINITY STREET - STA 5+80 TO END


Original Size

Title

Project

ClientDesignerDrawn

Scale


ANSI D

Date


Project No.

Sheet of


DraftingCheck

0 1"


DesignCheck


ProjectManager


11194868

15


GHD Inc.Trinidad

City of

HMA PAVEMENT

CONCRETE PAVEMENT


UNDERDRAIN

HMA PATCH EXTENT


EASEMENT LINE



LINE & HATCH LEGEND

SHEET GENERAL NOTES





TYPE A2-6 CURB& GUTTER TYPE A2-6 CURB & GUTTER

SIDEWALKMODIFIED WALKABOUT DRIVEWAYTYPE A2-6 CURB & GUTTER

TYPE A1-6 CURB

SIDEWALK

TYPE A1-6CURB


SIDEWALK

TYPE A1-6 CURB

RETAINING CURB

HMA PAVEMENTCONFORM

WALKABOUTDRIVEWAY

TRINITY STREET

SITE & GRADING PLANSTRINITY STREET - STA 5+80 TO END

C-103 8

C.PENNY C.PENNY

O.GOODE J.WOLF

AS SHOWN

CURB RAMPCASE C


N

MATC

HLIN

ESE

E SH

EET

C-10

2

SIDEWALK

TENNIS COURTFENCING PER DETAIL

CONCRETEWHEELSTOP, TYP

RETAINING CURB

HMA PAVEMENT CONFORM

SIDEWALK SIDEWALK

SIDEWALK

SIDEWALK

CURB RAMP CASE FHMA PAVEMENT CONFORM


TRENCH DRAIN


REPLACE TENNISCOURT GATE

PER DETAIL

NOTE:

SEQUENCE WORK TO PROVIDE VOLUNTEERFIRE DEPARTMENT A MINIMUM 10' CLEARDRIVEWAY ACCESS AT ALL TIMES.

http://www.ghd.com/

300 MAIN ST

490 TRINITY ST

4+00 5+00

CHEVERON

FG=±180.46(ME)FG=±180.25(ME)FG=±178.53(ME) FG=±179.51(ME)

FG=±181.02(ME)

FG=±181.30(ME)

FG=±181.07(ME)FG=±181.31(ME)

FG=±180.70(ME)

FG=±180.66(ME)FG=±180.37(ME)

FG=180.29

FG=±180.53(ME)

FG=±180.22(ME)

TC=180.22FL=180.09

FG=179.59

FG=±179.81(ME)

FG=±179.53(ME)

TC=179.52FL=179.39

FG=179.74

FG=±179.38(ME)

TC=±179.68(ME)FL=±179.26(ME)

FG=178.74

FG=±178.32(ME)

TC=±178.68(ME)FL=±178.23(ME)

FG=178.28

FG=178.22

TC=178.21FL=178.08

FG=±178.73(ME)

FG=177.87

FG=±177.46(ME)

TC=±177.81(ME)FL=±177.40(ME)

FG=177.68

FG=177.58

TC=177.61FL=177.48

FG=±177.58(ME)

FG=±177.56(ME)FG=±177.62(ME)


Original Size

Title

Project

ClientDesignerDrawn

Scale


ANSI D

Date


Project No.

Sheet of


DraftingCheck

0 1"


DesignCheck


ProjectManager


11194868

15


GHD Inc.Trinidad

City of

SITE & GRADING PLANSPATRICK'S POINT DRIVE

C-104 9

C.PENNY C.PENNY

O.GOODE J.WOLF

AS SHOWN

HMA PAVEMENT

CONCRETE PAVEMENT


UNDERDRAIN

HMA PATCH EXTENT


EASEMENT LINE



LINE & HATCH LEGEND

SHEET GENERAL NOTES





0 20'10'PATRICK'S POINT DRIVE

N

MAIN

STR

EET

PATRICK'S POINT DRIVE

REPLACE ASPHALTCONCRETE SURFACING

DROP DRIVEWAY

REPLACE ASPHALTCONCRETE RESURFACING

HMA PAVEMENTCONFORM

SIDEWALK

6" RETAINING CURBSIDEWALK

HMA PAVEMENTCONFORM

DROP DRIVEWAY

HMA PAVEMENTCONFORM

NOTE:

THROUGHOUT CONSTRUCTION, AT LEAST ONEDRIVEWAY SHALL REMAIN OPEN AT ALL TIMES.




http://www.ghd.com/

APN: 042-063-036

1+00 2+00 3+00

SAUNDERS SHOPPING CENTER

FG=±174.59(ME)

FG=±174.03(ME)

TC=174.06FL=173.93

FG=174.13

TC=±174.80(ME)FL=±174.62(ME)

TC=±175.09(ME)FG=±174.91(ME)

TC=175.05FG=174.82

TC=174.74FL=174.41

FG=±174.50(ME)

TC=FG=±174.91(ME)

FG=±171.94(ME)

FG=±171.09(ME)

TC=171.12FL=170.99

FG=171.19

FG=±170.56(ME)

TC=170.96FL=170.46

FG=171.04

TC=167.70FL=167.20

FG=167.78

FG=167.30

FG=±166.17(ME)FG=±167.65(ME)

FG=±165.24(ME)


Original Size

Title

Project

ClientDesignerDrawn

Scale


ANSI D

Date


Project No.

Sheet of


DraftingCheck

0 1"


DesignCheck


ProjectManager


11194868

15


GHD Inc.Trinidad

City of

SITE & GRADING PLANSSCENIC DRIVE

C-105 10

C.PENNY C.PENNY

O.GOODE J.WOLF

AS SHOWN

HMA PAVEMENT

CONCRETE PAVEMENT


UNDERDRAIN

HMA PATCH EXTENT


EASEMENT LINE



LINE & HATCH LEGEND

SHEET GENERAL NOTES





0 20'10'SCENIC DRIVE

N

MAIN

STR

EET

SCENIC DRIVE

PG&E EASEMENT

HMA TRENCHPATCH

(N) 18" SD PIPE

TYPE G1 STORM DRAINCATCH BASININV = 162.7

SIDEWALK



SIDEWALK

DROP DRIVEWAY

HMA PAVEMENTCONFORM

CONNECT (N) SDPIPE TO (E) SDCBINV = 159.9


http://www.ghd.com/

607 PARKER STAPN: 042-042-007

490 TRINITY STAPN: 042-031-027



500 WEST ST

APN: 042-061-010






560 EDWARDS ST

APN: 042-101-007

STOP

STOP

COMPACTCOMPACT





NOPARKING


Original Size

Title

Project

ClientDesignerDrawn

Scale

Plot Date: Filename:9 February 2021 - 4:18 PM G:\561\11194868\Digital_Design\ACAD 2018\Sheets\11194868-C201 - SIGNAGE AND STRIPING.dwg

ANSI D

Date


Project No.

Sheet of


DraftingCheck

0 1"


DesignCheck


ProjectManager


11194868

15


GHD Inc.Trinidad

City of

0 40'20'10'TRINITY STREET

MATC

HLIN

ESE

E AB

OVE

RIGH

T

MATC

HLIN

ESE

E BE

LOW

LEF

T

11' WIDE LADDER STYLECROSSWALK PAVEMENT MARKING(WHITE)

9' WIDE BASIC STYLECROSSWALK PAVEMENT MARKING(YELLOW)

RED CURB PAINT9LF

RED CURB PAINT5LF

18.0'

TYP

STRIPING PLANS

C-201 11

C.PENNY C.PENNY

O.GOODE J.WOLF

AS SHOWN

4" WIDE WHITEPARKINGSTRIPING, TYP

"NO PARKING" PAVEMENTMARKING (WHITE 12" HIGH)

4" WIDE BLUEPARKING STRIPING

12.0'5.0'8.5'TYP

RED CURB PAINT14LF

27B

2

0 40'20'10' PATRICKS POINT DR

N

0 40'20'10'SCENIC DRIVE

N

STRIPING AND MARKINGSBY OWNER; NIC

RED CURB PAINT7LF

6' WIDE BASIC STYLECROSSWALK PAVEMENT MARKING(YELLOW)

"STOP" PAVEMENT MARKING

"STOP" PAVEMENT MARKING

RED CURB PAINT3LF RED CURB PAINT

3LF

RED CURB PAINT8LF

RED CURB PAINT14LF

0 40'20'10'TRINITY STREET N

RED CURB PAINT8LF

RED CURB PAINT7LF

RED CURB PAINT7LF

RED CURB PAINT24LF

RED CURB PAINT8LF

GREEN CURB PAINT44LF

RED CURB PAINT9LF

GREEN CURB PAINT27LF

N

RED CURB PAINT14LF

RED CURB PAINT5LF



WHITE CURB PAINT4LF



RED CURB PAINT9LF

8' WIDE CONTINENTAL STYLECROSSWALK PAVEMENTMARKING (YELLOW)

ISA MARKINGPER DETAIL

SHEET GENERAL NOTES

1. CONTRACTOR TO VERIFY ALL CONDITIONS ANDDIMENSIONS PRIOR TO COMMENCING WORK.

2. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALLBE THERMOPLASTIC PER CALTRANS STANDARDPLANS AND SPECIFICATIONS, LATEST EDITION.

3. PAVEMENT STRIPING DETAIL NO. AND MARKINGS PERCALTRANS STANDARD PLANS, LATEST EDITION.

4. GRIND AND REMOVE EXISTING PAVEMENT MARKINGSAND STRIPS WHICH DO NOT CONFORM TO NEWSTRIPING, CONFIRM EXTENTS WITH OWNER'SREPRESENTATIVE.

ACCESSIBILITY SIGNSR100B(CA), R99C(CA), &R7-8b (MOUNT ON FENCE)

RESET (E) "NO PARKING FIREDEPT. ONLY" SIGN TO FENCE

RESET (E) "SCHOOLXWALK AHEAD" SIGN

RESET (E) STREETNAME SIGNS & "STOP"SIGN ON (N) POST

RESET (E) STREETNAME SIGNS & "STOP"

SIGN ON (N) POST

RESET (E) "NO PARKINGANY TIME" SIGN

RESET (E) SPEED LIMITSIGN ON (N) POST

PAVEMENT MARKINGS LEGEND

STRIPING DETAIL NO.

STOP

(N) "STOP" LETTERNING (A24D)

TRAFFIC LINES &

RESET (E) STREETNAME SIGNS & "STOP"SIGN ON (N) POST

http://www.ghd.com/

DETECTABLE WARNING SURFACE DETAILS SCALE: NTS

2.3" MIN AND 2.4" MAXCENTER TO CENTER SPACING

2.3" MIN AND 2.4" MAXCENTER TO CENTER SPACING

0.45" MIN & 0.47" MAXTOP DIA

0.9" MIN & 0.92" MAXBASE DIA

0.18" MIN0.22" MAX

RAISED TRUNCATED DOME PATTERN (IN-LINE)

RAISED TRUNCATED DOME

1. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTHAND 3'-0" DEPTH OF RAMP. SEE RAMP DETAILS ON THIS SHEET FOR DETECTABLE WARNINGLAYOUT.

2. THE EDGE OF THE DETECTABLE WARNING SHALL BETWEEN 6" AND 8" AWAY FROM THE STREETGUTTER FLOWLINE.

3. DETECTABLE WARNING SHALL BE A PREFORMED MATERIAL AS APPROVED BY THE ENGINEER.

4. DETECTABLE WARNING SURFACE SHALL BE BRICK RED.

5. DETECTABLE WARNING SURFACES FOR NEW RAMPS AND BLENDED TRANSITIONS SHALL BECAST-IN-PLACE. DWS PLACED ON EXISTING CONCRETE SURFACES SHALL BE SURFACE APPLIED.

NOTES:

1. THE CURB RAMP STANDARDS DEPICTED HERE MAY NOT BE APPROPRIATE FOR ALL LOCATIONS.FIELD CONDITIONS AT INDIVIDUAL LOCATIONS MAY REQUIRE SPECIFIC DESIGNS. DESIGNS MUST BECONSISTENT WITH THE PROVISIONS OF THE STATE OF CALIFORNIA DEPARTMENT OFTRANSPORTATION (CALTRANS) STANDARD PLANS (CURRENT EDITION) AND SUBSEQUENT REVISEDSTANDARD PLANS TO THE MAXIMUM EXTENT FEASIBLE.

2. CURB RAMP AND PEDESTRIAN REFUGE ISLAND THICKNESS SHALL BE 6" THICK MINIMUM. PEDESTRIANREFUGE ISLANDS AND CURB RAMPS SHALL BE PLACED OVER 4" OF CLASS 2 AGGREGATE BASECOMPACTED TO 95% RELATIVE COMPACTION. SCARIFY SUBGRADE 6" DEEP, MOISTURE CONDITIONAND RECOMPACT TO 95% RELATIVE COMPACTION.

3. TRANSITIONS FROM RAMPS AND LANDINGS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH ANDFREE OF ABRUPT CHANGES.

4. MAXIMUM SLOPES OF ADJOINING GUTTERS, THE ROAD SURFACE IMMEDIATELY ADJACENT TO THECURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED 5% WITHIN 2'-0" OF THE CURB RAMP.

5. A 6" HIGH WARNING CURB IS REQUIRED PER CBC WHENEVER THERE IS AN ABRUPT CHANGE IN GRADEELEVATION OFF THE EDGE OF A WALKING SURFACE THAT EXCEEDS 4" VERTICAL EXCEPT BETWEEN ASIDEWALK AND AN ADJACENT STREET. LOCATION TO BE AS DIRECTED.

6. WHEN AN EXISTING ACCESSIBLE PATH OF TRAVEL IS TO BE BLOCKED OR REMOVED, THECONTRACTOR SHALL SUBMIT A TEMPORARY ACCESS PLAN FOR CITY APPROVAL. NO WORK SHALLCOMMENCE UNTIL AN ACCESS PLAN HAS BEEN APPROVED FROM THE CITY.

7. IF THE CONSTRUCTION WORK AREA IS WITHIN AN EXISTING FACILITY (E.G. BUS STOPS, CROSSWALKS,ETC.), CONTRACTOR SHALL PROVIDE 48 HOURS ADVANCE NOTICE TO OWNERS OF THE FACILITYINDICATING THE AFFECTED LOCATION AND DURATION OF WORK. NO TWO FACILITIES OR PROGRAMSIN SEQUENCE SHALL BE BLOCKED OR CLOSED FOR PUBLIC USE.

8. PAYMENT FOR PROVIDING A CONTINUOUS PATH OF TRAVEL SHALL BE CONSIDERED AS INCLUDED INVARIOUS ITEMS OF WORK AND NO SEPARATE PAYMENT SHALL BE MADE. PROVISIONS FORCONTINUOUS PATH OF TRAVEL SHALL INCLUDE INSTALLATION AND MAINTENANCE OF TEMPORARYRAMPS, POTHOLING OF UTILITIES, RESTORATION OF EXISTING STREET IMPROVEMENTS,COORDINATION OF WORK, TRAFFIC CONTROLS AND ALL ASSOCIATED WORK NEEDED TO COMPLETETHIS REQUIREMENT.

9. DRILL AND DOWEL #4'S AT 24" O.C. INTO EXISTING CURB, GUTTERS, DRIVEWAYS AND SIDEWALKS.

PEDESTRIAN ACCESS NOTES:

STANDARD CURB RAMP DETAIL - CASE CSCALE: NTS

A

A

SECTION A - A

CASE C - PLAN VIEW

GUTTERFLOWLINE

1.5% MAX

FLUSH LIP, TYP

4" M

IN

RETAINING CURB

1.5%

MAX

7.5%MAX

1.5%

MAX

6", T

YP

5'-0" MIN RETAINING CURB

1.5% MAX

FRONT EDGEOF SIDEWALK DETECTABLE WARNING

SURFACE

5'-0"

MIN

STANDARD CURB RAMP DETAIL - CASE FSCALE: NTS

ROUNDED

TOP OF RAMPGUTTERFLOWLINE

4"MIN

SECTION C-C

1.5% MAX

4" M

IN

7.50% MAX

4'-2" MIN


RETAINING CURB(BOTH SIDESOF RAMP)

FRONT EDGEOF SIDEWALK

C

C

PLAN VIEW

4'-2" MIN

7.50%

MAX

2%MAX

1.5%

MAX

4'-2"

MIN

B

B

SECTION B - B

CASE CH - PLAN VIEW

GUTTERFLOWLINE

1.5% MAX

FLUSH LIP, TYP

4" M

IN

RETAINING CURB

1.5%

MAX

7.5%MAX

1.5%

MAX

6", T

YP

5'-0" MIN RETAINING CURB

1.5% MAX

FRONT EDGEOF SIDEWALK (N) DETECTABLE WARNING

SURFACE

5'-0"

MIN

STANDARD CURB RAMP DETAIL - CASE CHSCALE: NTS

TENNIS COURT CHAIN LINKFENCE AND GATE DETAILSCALE: NTS

DOME POST CAP

2-7/8" O.D. CORNER OREND POST (SCH40), TYP

NO.9 GAUGE,2" WIRE MESH

3/8" TRUSS RODWITH TURNBUCKLE

4" O.D. LINE POST

4.5', T

YP

1.5', TYP

0.5" T

YP

HOLD BOTTOM RAIL 1"FROM FINISH GRADE

1-5/8" O.D. TOP RAIL, BRACERAIL, AND BOTTOM RAIL

10' MAX, TYP

12.0'

DOME POST CAP, TYP

2-7/8" O.D. GATE, CORNEROR END POST (SCH40),TYP

1-5/8" O.D. TOP RAIL, BRACERAIL, AND BOTTOM RAIL

NO.9 GAUGE,2" WIRE MESH

12.0'

3.5' MIN

2-1/2

"2-

1/2"

2-1/4"HINGESPACE

7' 3"

LOOP POST CAP

FULCRUMLATCH

4.5', T

YP

1.5', TYP

0.5" T

YP

NOTES:

1. IF FENCES ARE IN STALLED IN THE PROXIMITY OF TRANSMISSION LINES, VERIFYGROUNDING REQUIREMENTS WITH PG&E.

2. ALL WIRE, RAILS, POSTS, AND HARDWARE SHALL BE GALVANIZED.

3. BRACING IS THE SAME ON BOTH SIDES OF CORNER POST.

CONCRETEFOOTING, TYP

CONCRETEFOOTING, TYP


Original Size

Title

Project

ClientDesignerDrawn

Scale

Plot Date: Filename:9 February 2021 - 4:19 PM G:\561\11194868\Digital_Design\ACAD 2018\Sheets\11194868_C501-C504.dwg

ANSI D

Date


Project No.

Sheet of


DraftingCheck

0 1"


DesignCheck


ProjectManager


11194868

15


GHD Inc.Trinidad

City of

CONSTRUCTION DETAILS 1 OF 4

C-501 12

C.PENNY C.PENNY

O.GOODE J.WOLF

AS SHOWN

http://www.ghd.com/

VALLEY GUTTER DETAILSCALE: NTS

CURB AND GUTTERDETAIL - TYPE A2-6SCALE: NTS

ADJUST WATER METER DETAILSCALE: NTS

TO WATER MAIN

METER BOX ANDCOVER

CURB & GUTTER

SIDEWALK

(E) WATER PIPE

8"

(E) WATER METER &APPURTENANCES

FLUSH

NOTES:

1. PROVIDE 8" WIDE 12" THICK CONC COLLAR IN VEHICULARAREAS.

2. USE VEHICULAR RATED COVER IN DRIVEWAYS.

2'-0" MIN

PROVIDE #4 REBARAT 2'-0" MAX OC

2"

NOTES:

1. ASPHALT CONCRETE SHALL BE HELD 1/4" HIGH AT EDGEOF PORTLAND CEMENT CONCRETE.

CL

4'-0" MIN

6"

6"TYP

PROVIDE 8" AGG BASE95% RELATIVE COMPACTION

PROVIDE (3) #4 REBARLONGITUDINAL

6" SUBGRADE COMPACTED TO95% RELATIVE COMPACTION

#4 DOWEL AT 48" OC WHENNOT PAVED MONOLITHICALLYWITH SIDEWALK, DRIVEWAY,OR CURB RAMP

1/2" RADIUS

6"

4"

CLASS 2 AGGREGATE BASECOMPACTED TO 95%RELATIVE COMPACTION

1/2"RADIUS

6"

1" RADIUS

1/2" RADIUS

1-1/2"

2'-0" TYP

NOTES:

1. ACROSS THE PEDESTRIAN ROUTE AT CURB RAMP LOCATIONS,THE GUTTER PAN SLOPE SHALL NOT EXCEED 5% WITHIN 2'-0" OFTHE TOP AND BOTTOM OF THE CURB RAMP.

2. NEW CURB ELEVATIONS TO BE SET ACCORDING TO OVERLAYAND/OR AS DIRECTED BY THE ENGINEER.

3. DRILL AND DOWEL #4'S AT 12" O.C. INTO EXISTING CURBS ANDGUTTER.

6" SUBGRADE COMPACTED TO 95%RELATIVE COMPACTION

6"2"

TYP

, (SE

ENO

TE 1)

6"

6" M

IN4"

SLOPE TODAYLITE4:1 MAX

NOTES:

1. FINISH BACK SIDES OFEXPOSED CURBS.

1/2" RADIUS

CONC SIDEWALK ORCURB RAMP AS

SHOWN ON PLANS

12"

MAX

CLASS 2 AGGREGATE BASE AT95% RELATIVE COMPACTION

11

CONCRETE RETAINING CURB DETAILSCALE: NTS


ADJUST UTILITYCOVER TO GRADE DETAILSCALE: NTS

8" MIN

12"

EXISTING TRACER WIRE(IF PRESENT)

CONCRETECOLLAR

SET UTILITY COVERTO FINISHED GRADE

EXISTING RISER PIPE (IFPRESENT)

NOTES:

1. THE CONTRACTOR SHALL COMPLETELY DEMOLISH EXISTINGCONCRETE COLLAR TO A DEPTH OF 12 INCHES.

8" MIN

CURB DETAIL - TYPE A1-6SCALE: NTS

NOTES:

1. DRILL AND DOWEL (2) #4'S WHEN JOINING EXISTING CURBS.

6"

1-1/2"

R=1/2"

#4 DOWEL AT 48" OC WHEN NOTPAVED MONOLITHICALLY WITH

SIDEWALK, DRIVEWAY, OR CURBRAMP

SIDEWALK WHERESHOWN ON PLAN

VARI

ES

4"

8"

6" SUBGRADE COMPACTED TO 95%RELATIVE COMPACTION CLASS 2 AGGREGATE BASE

COMPACTED TO 95%RELATIVE COMPACTION

(2) 1/2" DIA PINS

4'-0" LONG PRECASTWHEELSTOP

2'-0" UNO

12" M

IN

SET TOP OF PIN 1/2" BELOWTOP OF CONCRETE ANDSEAL HOLE WITH MORTAR

EP

CONCRETE WHEELSTOP DETAILSCALE: NTS

CURB AND GUTTERDETAIL - MODIFIED TYPE B2-6SCALE: NTS

VARIES

#4 DOWEL AT 48" OC WHENNOT PAVED MONOLITHICALLYWITH SIDEWALK, DRIVEWAY,OR CURB RAMP

1/2" RADIUS

6"

4"

CLASS 2 AGGREGATE BASECOMPACTED TO 95%RELATIVE COMPACTION

1/2"RADIUS

2"

2" RADIUS

1/2" RADIUS

4"

2'-0" TYP

NOTES:

1. ACROSS THE PEDESTRIAN ROUTE AT CURB RAMP LOCATIONS,THE GUTTER PAN SLOPE SHALL NOT EXCEED 5% WITHIN 2'-0" OFTHE TOP AND BOTTOM OF THE CURB RAMP.

2. NEW CURB ELEVATIONS TO BE SET ACCORDING TO OVERLAYAND/OR AS DIRECTED BY THE ENGINEER.

3. DRILL AND DOWEL #4'S AT 12" O.C. INTO EXISTING CURBS ANDGUTTER.


6"2"

TYP

, (SE

ENO

TE 1)

VARIES PROVIDE (2) #4 REBARLONGITUDINAL WHENHEIGHT EXCEEDS 8"


Original Size

Title

Project

ClientDesignerDrawn

Scale


ANSI D

Date


Project No.

Sheet of


DraftingCheck

0 1"


DesignCheck


ProjectManager


11194868

15


GHD Inc.Trinidad

City of


C-502 13

C.PENNY C.PENNY

O.GOODE J.WOLF

AS SHOWN

http://www.ghd.com/

SIDEWALK DETAILSCALE: NTS

19

'-0

"

12'-0"

TYP. PAVEMENTSYMBOL PER CBC SEC.1129B.4

(CL TO CL OF STRIPE)

NOTES:

2'1'-6"

FRONT OF STALL & AISLE (CURB ORFG) TO BE PAINTED BLUE, DOUBLECOAT

ISA PARKING SIGN ANDMINIMUM FINE SIGN

VAN ACCESSIBLE PARKING STALLSCALE: NTS

1. ACCESSIBLE PARKING STALLS, ACCESS AISLES AND SIGNS SHALL CONFORM TO THE REQUIREMENTS OF THE CBC (CURRENT EDITION) .

2. VAN ACCESSIBLE PARKING STALLS SHALL BE SERVED BY AN ACCESSIBLE AISLE OF 8'-0" MINIMUM WIDTH AND SHALL BE SIGNED VANACCESSIBLE. THE R7-8B SIGN SHALL BE MOUNTED BELOW THE R99C SIGN.

3. SURFACE SLOPES OF ACCESSIBLE PARKING STALLS SHALL BE THE MINIMUM POSSIBLE AND SHALL NOT EXCEED 2.00% IN ANY DIRECTION.

4. ALL ACCESSIBLE PARKING STRIPING AND MARKINGS SHALL BE PAINT PER CALTRANS STANDARD SPECIFICATIONS.

4" WHITE PARKINGSTRIPE (UNLESS

NOTED OTHERWISE)

WHITE ISA ANDBOARDERBLUE

BACKGROUND

CONCRETEWHEELSTOP

1. ACCESSIBLE PARKING SIGNS SHALL CONFORM TO THEREQUIREMENTS OF THE CBC (CURRENT EDITION) ANDTHE DETAILS SHOWN ON THIS DRAWING.

2. THE BOTTOM OF THE SIGN OR PLAQUE PANEL SHALL BEA MINIMUM OF 7'-0" ABOVE THE SURROUNDING SURFACE.

3. SIGN PANELS SHALL BE REFLECTORIZED, 16 GA MIN GALV STL WITH PORCELAIN ENAMEL FINISH, ANTI-GRAFFITICOATING, AND WHITE LETTERS/SYMBOLS ON A BLUE BACKGROUND. THE BLUE COLOR SHALL BE EQUAL TO COLORNO. 15090 IN FEDERAL STANDARD 595A.

4. INSTALL SIGNS ON POST PER ROADSIDE SIGN DETAIL

5. A R100B (CA) SIGN SHALL BE POSTED IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO OFF-STREET PARKINGFACILITIES OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL. THE SIGN SHALL INCLUDE THEADDRESS WHERE THE TOWED VEHICLE MAY BE RECLAIMED AND THE TELEPHONE NUMBER OF THE LOCAL TRAFFICLAW ENFORCEMENT AGENCY.

6. ONE IN EVERY SIX ACCESSIBLE OF-STREET PARKING STALLS, BUT NOT LESS THAN ONE, SHALL BE SERVED BY ANACCESSIBLE AISLE OF 8'-0" MINIMUM WIDTH AND SHALL BE SIGNED VAN ACCESSIBLE. THE R7-8b SIGN SHALL BEMOUNTED BELOW THE R99B (CA) PLAQUE OR THE R99C (CA) SIGN.

NOTES:

EDGE OF PAVEMENTOR FACE OF CURB

NOPARKING

LOADING AND UNLOADINGACCESS AISLE BOARDER(4" WIDE BLUE STRIPE)

4" BLUE DIAGONAL STRIPES@ 36" O.C.

5' MIN (CL TO CL OF STRIPE)

WITHIN THE LOADING ANDUNLOADING AREA PAINT THE WORDS"NO PARKING" IN 12" HIGH MINIMUMWHITE LETTERS AND LOCATED SOTHAT IT IS VISIBLE TO TRAFFICENFORCEMENT OFFICIALS.

SIGN R99C (CA)

SIGN R100B (CA)

24"

HMA CONFORMS AND PATCHESSCALE: NTS

ROADSIDE SIGN, 1-POST DETAILSCALE: NTS

ACCESSIBLE PARKING SIGNSSCALE: NTS

VEHICULAR CONCRETE PAVING DETAILSCALE: NTS

PER PLAN

4' 4' 4'

8'

48'

.

SCOREMARK

DEEPMARK

SCOREMARK

EXPANSIONJOINT

4" CONCRETE OVER 4" CLASS 2 AGGREGATE BASECOMPACTED TO 95% RELATIVE COMPACTION

EXPANSIONJOINT

1.5% MAXTOWARDSTREET

NOTES:

1. DEEP SCORE MARK OR WEAKENED PLANE-DEPTH EQUAL TO 3/4".

2. EXPANSION JOINT MATERIAL TO BE 1/4" THICK PREMOLDED JOINT FILLER FULL THICKNESS OFCONCRETE. EXPANSION JOINTS TO ALIGN WITH EXPANSION JOINTS IN CURB & GUTTER.

3. SIDEWALK SHALL BE BROOM FINISHED, DIRECTION OF BROOMING SHALL BE PERPENDICULAR TODIRECTION OF TRAVEL.

4. CONTRACTOR TO DRILL AND DOWEL #4'S AT 24" O.C. INTO EXISTING SIDEWALK AT JUNCTIONS TOEXISTING SIDEWALK, DRIVEWAY CURB, AND / OR GUTTER.

5. PROVIDE THICKENED EDGE (8" THICK BY 6" WIDE) WHEN FLUSH WITH VEHICULAR AREAS.


0.5 ' CLASS 2 AGG BASECOMPACTED TO 95%RELATIVE COMPACTION

0.30' HMA

FIRM ANDUNYIELDINGSUBGRADE

..

6" AGG BASECOMPACTED TO95% RELATIVECOMPACTION

(E) SUBGRADE OREMBANKMENT

.

SUBGRADE COMPACTEDTO 95% RELATIVECOMPACTION

6" CONCRETE

#3'S AT 18" OC EW

NOTES:

1. DRILL AND DOWEL #4'S AT 24" O.C. INTO (E) CONCRETE SLABS OR (N) ADJACENT GUTTERS.

2. PROVIDE 1" DEEP SCORE JOINT EVERY 20 FEET OC, EW OR AS DIRECTED BY OWNER'S REPRESENTATIVE.

PAVED AREAS12

"AC PAVING TO EXTEND

12" MIN BEYOND LIMITS OFEXCAVATION, TYPICAL

TOPSOIL 12" MINPER LANDSCAPING PLAN UNO

NATIVE BACKFILL @ 85%RELATIVE COMPACTION ORTOPSOIL IN PLANTING AREAS

DETECTABLEWARNING TAPE

6" M

IN

3" M

IN U

NDER

PIPE

FUL

L WID

THOF

TRE

NCH

TRENCH STABILIZATIONMATERIAL (WHENREQUIRED)

SEE STANDARD PIPETRENCH WIDTH

AT RIGHTBEDD

ING

PEA

GRAV

EL

PIPE OD

CLASS 2AGGREGATE BASE

@ 95% RC

D AA

PIPE DIA"D"

MINIMUM"A"

MAXIMUM"A"

< 4"

4" TO 6"

6" TO 15"

16" TO 21"

24" TO 30"

33" TO 42"

48" & LARGER

3"

6"

8"

10"

12"

15"

18"

6"

12"

14"

16"

18"

21"

24"

NOTES:

1. WIDER TRENCHES MAY REQUIRE HIGHER STRENGTHPIPE AND/OR SPECIAL BEDDING.

2. DIFFERING TRENCH WIDTHS REQUIRE PRIORAPPROVAL OF ENGINEER

3. IN MAKING EXCAVATIONS FOR THIS PROJECT, THECONTRACTOR SHALL BE FULLY RESPONSIBLE FORPROVIDING & INSTALLING ADEQUATE SHEETING,SHORING & BRACING AS MAY BE NECESSARY AS APRECAUTION AGAINST SLIDES OR CAVE-INS, AND TOPROTECT ALL (E) IMPROVEMENTS OF ANY KIND,EITHER ON PUBLIC OR PRIVATE PROPERTY, FULLYFROM DAMAGE.

4. SATISFACTORY NATIVE BACKFILL MATERIAL USED ASUTILITY TRENCH BACKFILL BELOW UNPAVED AREASSHALL BE APPROVED BY THE ENGINEER PRIOR TOUSE.

5. 2-SACK SLURRY BACKFILL MAY BE USED IN TRENCHWHEN MINIMUM PIPE COVER NOT POSSIBLE, WHENAPPROVED BY COUNTY'S REPRESENTATIVE.

6. DETECTABLE WARNING TAPE SHALL BE BRIGHTCOLORED, CONTINUOUSLY PRINTED, MINIMUM 6"WIDE BY 4 MIL. THICK, MANUFACTURED FOR DIRECTBURIAL.

7. FOR TRENCHING OUTSIDE OF LIMITS OF NEWIMPROVEMENTS OF NEW LANDSCAPING, GROUNDSHALL BE RESTORED TO PRE-PROJECT CONDITIONS,WHICH MAY INCLUDE SEEDING AND/OR MULCHING.

8. WHEN TRENCH IS DUG INTO "OBVIOUS LOOSE" FINEGRAINED UNIFORM SANDS, DEEPEN THE TRENCH 12"BELOW THE DEPTH OF UTILITIES. REPLACE W/2-SACK SLURRY OR PEA GRAVEL.TRENCH DETAIL

SCALE: NTS

ELEVATION

5/16" GALV OR ALUMINUMALLOY WASHER

3/8" x 7/16"DRIVE RIVET

FACE OFSIGN

ANCHOR SLEEVE2-1/4" x 2-1/4"

POST 2" x 2"

ANCHOR

CONCRETE

SIGN(S) PERPLAN

12" DIA

2'-4"

6"7'-

0" C

LEAR 2" x 2"

PERFORATED POST

3/8" x 7/16"DRIVE RIVET

4"

PLAN VIEW

NOTES:

1. PROVIDE 48" CLEAR PATH OF TRAVEL AROUND SIGN POSTSWHEN LOCATED IN SIDEWALKS, DRIVEWAYS, OR CURB RAMPS.

2. SIGN PANELS SHALL NOT ENCROACH PAST CURB FACE.

3. BACK BRACES REQUIRED FOR SIGN PANELS 36" OR WIDER.

UNPAVED AREAS

REPLACE AC SURFACING DETAILSCALE: NTS

NOTES:

1. EXISTING UTILITIES IN CONFLICT WITH AC REPAIRS SHALL BE PROTECTED IN PLACE. DAMAGE TOEXISTING UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

2. ENSURE EXPOSED EDGES ARE CLEAN AND FREE OF DUST AND LOOSE MATERIALS. APPLY TACKCOAT PRIOR TO PAVING.

3. EXISTING AGGREGATE BASE MAY BE USED TO ACHIEVE THE MINIMUM REQUIRED THICKNESS.

4. 2 SACK SLURRY MAY BE USED AS AN ALTERNATIVE TO CLASS 2 AGGREGATE BASE FOR ANDGUTTER PATCHES.

0.4' HMA

12"

24"

24"

12"

8"

SIGN R7-8b

NOTES:

1. EXACT REPAIR LOCATIONS WILL BE DETERMINED IN THE FIELD BY ENGINEER.

2. EXISTING UTILITIES IN CONFLICT WITH AC REPAIRS SHALL BE PROTECTED IN PLACE.DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

3. ENSURE EXPOSED EDGES ARE CLEAN AND FREE OF DUST AND LOOSE MATERIALS. APPLYTACK COAT PRIOR TO PAVING.

VARIES(SEE LAYOUT) 0.30' DEPTH

(E) AC (VARIES)REPLACE AC SURFACING


Original Size

Title

Project

ClientDesignerDrawn

Scale


ANSI D

Date


Project No.

Sheet of


DraftingCheck

0 1"


DesignCheck


ProjectManager


11194868

15


GHD Inc.Trinidad

City of


C-503 14

C.PENNY C.PENNY

O.GOODE J.WOLF

AS SHOWN

http://www.ghd.com/

DROP DRIVEWAY DETAILSCALE: NTS

1/4" DUMMY JOINT (FORDRIVEWAYS OVER 16'IN WIDTH)

H

SECTION "H - H"

6" AGG BASE COMPACTED TO 95%RELATIVE COMPACTION

1.5" LIP AT BOTTOM OF DRIVEWAY RAMP,ABOVE GUTTER GRADE

#3 REBAR AT 18"O.C. EA WAY

H

1.5% MAX

PER PLAN

1.5%MAX

7.5% MAX

1.5% MAX

10%MAX

7.5% MAX

VEHICULAR CONCRETE ORHMA PAVING PER PLAN

WIDTH PER PLAN

SEE NOTE 3


6"

6"

WALKABOUT DRIVEWAY DETAILSCALE: NTS

6"

H

SECTION "H - H"


1.5" LIP AT BOTTOM OF DRIVEWAYRAMP, ABOVE GUTTER GRADE


H

1. PROVIDE A WEAKENED PLANE JOINT OF 2" MIN. DEPTH AND 1/8" MAX. WIDTH IN THE MIDDLE OF THE DRIVEWAY APPROACH AND GUTTER.

2. ACROSS THE PEDESTRIAN ROUTE AT CURB RAMP LOCATIONS, THE GUTTER PAN SLOPE SHALL NOT EXCEED 1" OF DEPTH FOR EACH 2'-0" OF WIDTH.

3. 10% MAX SLOPE OR AS DIRECTED BY OWNER'S REPRESENTATIVE.

4. DRIVEWAY (INCLUDING WINGS) SHALL BE 6" THICK REINFORCED CONCRETE.

5. DRILL AND DOWEL #4'S AT 24" O.C. INTO EXISTING CURBS, GUTTERS AND SIDEWALKS.

1.5% MAX

PER PLAN1.5% MAX

1.5% MAX

10%MAX SIDEWALK

WIDTH PER PLAN

SEE NOTE 3

1/4" DUMMY JOINT (FORDRIVEWAYS OVER 16' IN WIDTH)

3'-0"

4'-2" MIN

STRAIGHT GRADE

4'-2"


6"

#4 DOWEL AT 48" OC INTO(E) CONCRETE

UNDERDRAIN DETAILSCALE: NTS

1.5'

HEAVY DUTY REMOVABLE GRATE WITHFRAME; NEENAH FOUNDRY NF-4990FXOR EQUIVALENT (SEE NOTE 1)

VEHICULARCONCRETE

DRIVEWAY PAN

0.33' MIN

VARIES,8" MAX

0.33'




BUMP-OUT DRIVEWAY DETAILSCALE: NTS

10%MAX

SEE NOTE 3VEHICULAR CONCRETE ORHMA PAVING PER PLAN

H

H

1.5% MAXSIDEWALK4'-2" MIN


WIDTH PER PLAN

SECTION "H - H"



1.5% MAX


6"

SLOPE PER PLAN


(E) ROADWAY

DRIVEWAYPAN

6"

NOTES:

1. GRATE TO BE ADA COMPLIANT AND NON-SLIP WHERE PERPENDICULAR TO TRAVEL.

2. DIFFERING TRENCH WIDTHS REQUIRE PRIOR APPROVAL OF ENGINEER.

0.50'

2"

3"3"

6"#3 REBAR

LONGITUDINAL (TYP)

0.50'

VEHICULARCONCRETEDRIVEWAY

PAN

10%MAX

SEE NOTE 3VEHICULAR CONCRETE ORHMA PAVING PER PLAN

H

H

1.5% MAX

SIDEWALK4'-2" MIN


WIDTH PER PLAN

SECTION "H - H"



1.5% MAXVEHICULAR CONCRETE ORHMA PAVING PER PLAN

6"

SLOPE PER PLAN


(E) ROADWAY

UNDERDRAINPER DETAIL

UNDERDRAINPER DETAIL

6"

DRIVEWAYPAN

BUMP OUT DRIVEWAY WITH UNDERDRAIN PLAN VIEW BUMP OUT DRIVEWAY WITHOUT UNDERDRAIN PLAN VIEW

DRIVEWAY DETAIL NOTES:


Original Size

Title

Project

ClientDesignerDrawn

Scale


ANSI D

Date


Project No.

Sheet of


DraftingCheck

0 1"


DesignCheck


ProjectManager


11194868

15


GHD Inc.Trinidad

City of


C-504 15

C.PENNY C.PENNY

O.GOODE J.WOLF

AS SHOWN

http://www.ghd.com/

CITY OF TRINIDAD DOWNTOWN TRINIDAD PEDESTRIAN ...

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