HSIP11&12-FINAL_PLANS.pdf

PDF 8 MB Posted Aug 26, 2026

Attached to: HSIP CYCLE 11 & 12: UNSIGNALIZED CROSSING IMPROVEMENT PROJECT
Solicitation number: IFB No. PW-0324
Issued by: Santa Cruz County, San Francisco City, California

About this file

Written by GovTribe AI · Sep 28, 2026

This is a final design plan document prepared by the City of Santa Cruz Public Works Department for the HSIP Cycle 11 & 12 Unsignalized Crossing Improvement Project, which encompasses seven distinct pedestrian crossing improvement locations throughout Santa Cruz, California. The project scope includes installation of concrete curbs, gutters, sidewalks, curb ramps, roadway signs, pedestrian-activated rectangular rapid flashing beacons (RRFB), and striping and pavement markings at the following intersections: Delaware Avenue & Bethany Curve, Laurel Street & Blackburn Street, King Street & Peyton Street, Broadway & Pennsylvania Avenue, Seabright Avenue & Logan Street, High Street & Cardiff Place, and Soquel Avenue & Poplar Street. The design plans provide detailed specifications for each location, including utility coordination requirements, traffic control measures, ADA compliance details, and phased construction approaches. Key quantities across all seven locations include 25 RRFB assemblies with solar panels, 25 RRFB light bar assemblies, 25 pedestrian push buttons, 5 Caltrans pull boxes, 113 linear feet of conduit and conductors, 15 city standard posts, 24 posts to be removed, 5 Type 1B posts (4-inch NPS), 11 combined push button posts (2.5-inch NPS), 5 pedestrian push button posts (2.5-inch NPS), and various signage installations including W11-2, W11-15, W16-7P, and R1-5 signs, along with striping, pavement markings, and curb modifications.

The project documents include detailed specifications requiring all concrete to be six-sack Class "A" concrete with monolithic pours for curbs, gutters, and sidewalks wherever possible. Native subbase must be compacted to 95 percent, with Class II aggregate base required where silt or clay is present. Contractors are required to possess a Class A license at the time of contract award and obtain a City business license prior to commencing work. All contractors must notify the City Inspector 24 hours in advance of construction and are responsible for verification of existing underground utility locations and depths, with the contractor bearing responsibility for discovering and reporting any plan discrepancies to the engineer prior to construction. The project includes comprehensive construction notes, ramp specifications per CALTRANS standards, and detailed ADA compliance requirements for detectable warning surfaces and pedestrian accessibility. No specific contract award date, pricing terms, funding source amounts, or project timeline dates are provided within the final design plan document itself, which serves as the technical specification reference for bid preparation and project execution.

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REFERENCES

DRAWING #:

FIELD BOOK:

DESIGN

CHECKED

DATE

DRAWN

VAULT NO.

SCALE

SHEET OF

809 Center Street, Room 201 Santa Cruz, CA 95060

REVISIONS

P U B L I C W O R K S D E P A R T M E N T

C I T

O F S A N T A C R

U Z

A L I F O R N

NOTES AND LEGENDS

UNSIGNALIZED CROSSING IMPROVEMENT PROJECT

HSIP CYCLE 11 & 12

DnC

07/21/26 AS SHOWN

2 17

PRECONSTRUCTION NOTES:

RAMP NOTES:

LEGEND:

PHONE NUMBERS:

(E) WATER LINE

SD SD (E) STORM DRAIN LINE

SS SS (E) SANITARY SEWER LINE

E E (E) ELECTRICAL LINE

x x x x x (E) FENCE LINE

(E) PARCEL LINE

(E) TRAFFIC PULL BOX

(E) WATER VALVE

(E) UTILITY POLE

(E) SIGN AND POLE

(E) CATCH BASIN

(E) TREE

(E) WATER MANHOLE

(E) SEWER MANHOLE

(E) STORM DRAIN MANHOLE

(E) 20-40 FT PALM

(E) FIRE HYDRANT

FLOW (E) STORM WATER SURFACE FLOW

(E) CABINET: ELECTRICAL, FIBER, ETC.

*AREA CODE IS 831 UNLESS OTHERWISE NOTED

POLICE DEPARTMENT...................... 420-5800 (ADMINISTRATION)

471-1130 (DISPATCH)

911 (EMERGENCY)

FIRE DEPARTMENT........................... 420-5280 (ADMINISTRATION)

471-1170 (ADMINISTRATION)

911 (EMERGENCY)

PUBLIC WORKS DEPARTMENT........ 420-5160

WATER DEPARTMENT...................... 420-5210

1. THE CONTRACTOR IS RESPONSIBLE FOR THE INTENT OF THESE PLANS AND S/HE SHALL REPORT ANY DISCREPANCIES FOUND IN THEM TO THE

ENGINEER PRIOR TO CONSTRUCTION.

2. UNDERGROUND UTILITY LOCATIONS AND DEPTHS, WHERE SHOWN ON THE PLANS, ARE BASED ON UTILITY COMPANY RECORDS AND ARE FOR GENERAL INFORMATION ONLY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND DEPTHS FOR ALL EXISTING UTILITIES

IN THE FIELD.

3. THE CONTRACTOR SHALL POSSESS A CLASS A LICENSE AT THE TIME THIS CONTRACT IS AWARDED. THE CONTRACTOR SHALL HAVE A CITY

BUSINESS LICENSE PRIOR TO COMMENCING THE WORK.

4. CITY INSPECTOR SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY CONSTRUCTION.

5. THE CONTRACTOR SHALL CONTACT THE ENGINEER IF PRIVATE IMPROVEMENTS CONTINUE TO BE IN THE CITY RIGHT-OF-WAY PRIOR TO ANY DEMOLITION, CLEARING, AND GRUBBING. UPON DIRECTION OF THE ENGINEER, THE CONTRACTOR SHALL CAREFULLY REMOVE PRIVATE IMPROVEMENTS IN THE CONSTRUCTION AREA AND CAP ANY EXISTING IRRIGATION, ELECTRICAL, AND/OR DRAINAGE AT THE BACK OF NEW WALK.

1. PRESERVE AND PROTECT EXISTING UTILITIES (I.E. - MANHOLES, METERS, FIRE HYDRANTS, ETC.)

2. ALL CONCRETE SHALL BE SIX SACK, CLASS "A" CONCRETE.

3. CURB, GUTTER, SIDEWALK AND SPANDREL/VALLEY GUTTER SHALL BE A MONOLITHIC POUR WHEREVER POSSIBLE.

4. THE RAMP SHALL HAVE A ROUGH TRANSVERSE BROOMED TEXTURE.

5. NATIVE SUBBASE SHALL BE COMPACTED TO 95%. IF MATERIAL IS SILT OR CLAY IT SHALL BE "FIRM" ACCORDING TO ASTM D1556. OTHERWISE EXCAVATE TO 12" BELOW FINISH GRADE AND REPLACE WITH CLASS II AGGREGATE BASE AND COMPACT.

6. THE CURB AND GUTTER ADJACENT TO THE RAMP LANDING SHALL BE MODIFIED SO THAT THE CROSS SLOPE OF THE GUTTER DOES NOT EXCEED 5%.

7. ANY NEW PCC CURB, GUTTER, AND SIDEWALK NEXT TO THE EXISTING PCC, SHALL BE DOWELED INTO EXISTING PCC EVERY 24" ON CENTER.

USE 18" LONG #4 DOWELS.

8. SEE "STANDARD CURB, GUTTER & SIDEWALK" ON DETAILS SHEET FOR TYPICAL SECTION VIEW AND FURTHER REQUIREMENTS.

9. SPANDRELS SHALL BE REINFORCED WITH #4 BARS AT 18" O.C. BOTH WAYS OR WELDED WIRE MESH 4"X4" W4XW4, AND SHALL HAVE A MINIMUM

OF 2" OF COVER. SEE SPANDREL/VALLEY GUTTER DETAIL FOR FURTHER REQUIREMENTS.

10. ALL NEW AC SHALL BE INSTALLED PER AC CONFORM ON CURB, GUTTER, AND SIDEWALK DETAILS.

W M

(E) WATER METER

G (E) GAS

(E) STREETLIGHT

PARK & REC. DEPARTMENT............ 420-5270

PG&E................................................... 476-9393

PACIFIC BELL..................................... 611-CITY

U.S.A................................................... (800) 227-2600

CABLE T.V.......................................... 425-1739.

W W sco (E) SEWER CLEANOUT

(E) FLASHING BEACON

(N) SIGN AND POLE

(E) ELECTRICAL PULL BOXE

(N) TRAFFIC PULL BOX

(N) ELECTRICAL PULL BOX

(N) STORM WATER SURFACE FLOW

(N) CONCRETE

(N) RED CURB

(N) DETECTABLE WARNING SURFACE

(N) A.C. CONFORM AREA

(N) RETAINING CURB

T E

FLOW

(E) WATER BACKFLOW DEVICE (E) INTERCONNECTSIC SIC

SC SC

(E) TRAFFIC SIGNAL

CONDUIT

E E (N) ELECTRICAL LINE

(E) INTERCONNECT PULL BOXIC

(N) RRFB ASSEMBLY COMBINED PUSH

BUTTON POST (2.5 In. NPS)

DEMO AREA

(N) RRFB ASSEMBLY (BI-DIRECTIONAL)

WITH TYPE 1B POST (4 In. NPS)

I A

E L

V I LIC

ACF FIL OR

NSEF IS O

ETA

I G E R

ETS

No. C 088069

EXP. 3/31/28

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR

DELAWARE AVE

B E

N Y

C U

R V

S U

A V

E A

S T

W W W W W W W W W W W W W W W W W W W W W W W W

IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR

DELAWARE AVE

B E

N Y

C U

R V

REFERENCES

DRAWING #:

FIELD BOOK:

DESIGN

CHECKED

DATE

DRAWN

VAULT NO.

SCALE

SHEET OF

809 Center Street, Room 201 Santa Cruz, CA 95060

REVISIONS

P U B L I C W O R K S D E P A R T M E N T

C I T

O F S A N T A C R

U Z

A L I F O R N

DELAWARE AVENUE & BETHANY CURVE

UNSIGNALIZED CROSSING IMPROVEMENT PROJECT

HSIP CYCLE 11 & 12

DnC

07/21/26 AS SHOWN

3 17

CONSTRUCTION NOTES: (THIS SHEET ONLY)

1. CONTRACTORS SHALL LOCATE EXISTING UNDERGROUND

UTILITIES PRIOR TO CONSTRUCTION.

LEGENDS: (THIS SHEET ONLY)

AC1: (N) 1' WIDE AC

CON: INSTALL (N) 2" SCHEDULE 40 CONDUIT AND CONDUCTORS WITH 5'

SLACK IN THE PULL BOX. COMPLETE CONNECTIONS FOR FULL

TRAFFIC SIGNAL OPERATION

DEMO: REMOVE (E) AC, SIDEWALK, RAMP, CURB AND GUTTER

PB: INSTALL CALTRANS #3-1/2 PULL BOX

PBAP: INSTALL PUSH BUTTON ASSEMBLY POST

PST: INSTALL (N) STANDARD SIGN POST

RRFB: INSTALL (N) RECTANGULAR RAPID FLASHING BEACON ASSEMBLY.

RSP: REMOVE (E) SIGN POST

RLS2: RELOCATE (E) SIGNS (W11-2 AND W16-7P) TO (N) RRFB POST

SWK: (N) SIDEWALK

W11-2: (N) W11-2 SIGN (PEDESTRIAN CROSSING)(30" x 30") W16-9P: (N) W16-9P SIGN (AHEAD)(30" x 18")

DETAIL A

SCALE: 1" = 20'

SEE DETAIL A

(E) R1-5L SIGN TO REMAIN

CON 20 LF

PB 1 EA

RSP RLS2 1 EA

RSP RSS2 1 EA

RRFB ISS2 1 EA

PBAP 1 EA

CON 15 LF

PST W11-2 W16-9P 1 EA

SCALE: 1" = 40'

PBAP 1 EA

PB 1 EA

DEMO SWK 10 SF

DEMO AC1 6 SF

DEMO AC1 11 SF

DEMO SWK 6 SF

(E) IRRIGATION LINE

PROTECT IN PLACE

100'

RRFB 1 EA

RSP RLS2 1 EA

RRFB 1 EA

RSP RLS2 1 EA

RRFB 1 EA

I A

E L

V I LIC

ACF FIL OR

NSEF IS O

ETA

I G E R

ETS

LAUREL ST

BLAC

KBU

R N

TLE ST

LIX

S T

BLAC

KBU

R N

LAUREL ST

REFERENCES

DRAWING #:

FIELD BOOK:

DESIGN

CHECKED

DATE

DRAWN

VAULT NO.

SCALE

SHEET OF

809 Center Street, Room 201 Santa Cruz, CA 95060

REVISIONS

P U B L I C W O R K S D E P A R T M E N T

C I T

O F S A N T A C R

U Z

A L I F O R N

LAUREL STREET & BLACKBURN STREET

UNSIGNALIZED CROSSING IMPROVEMENT PROJECT

HSIP CYCLE 11 & 12

DnC

07/21/26 AS SHOWN

4 17

(E) S1-1 AND S4-3P SIGNS

(E) R1-5L SIGN TO REMAIN

LEGENDS: (THIS SHEET ONLY)

ACC: (N) AC CONFORM

CON: INSTALL (N) 2" SCHEDULE 40 CONDUIT AND CONDUCTORS WITH 5'

SLACK IN THE PULL BOX. COMPLETE CONNECTIONS FOR FULL

TRAFFIC SIGNAL OPERATION

DEMO: REMOVE (E) AC, SIDEWALK, RAMP, CURB AND GUTTER

DWSC: INSTALL DETECTABLE WARNING SURFACE (CAST IN PLACE)

PB: INSTALL CALTRANS #3-1/2 PULL BOX

PBAP: INSTALL PUSH BUTTON ASSEMBLY POST

RMP-C: CONSTRUCT (N) CALTRANS CASE 'C' PEDESTRIAN RAMP WITH

RETAINING CURB

RRFB: INSTALL (N) RECTANGULAR RAPID FLASHING BEACON ASSEMBLY.

RSP: REMOVE (E) SIGN POST

RLS2: RELOCATE (E) SIGNS (S1-1 AND W16-7P) TO (N) RRFB POST

RLS5: RELOCATE (E) SIGNS (S1-1(2 EA), W16-7P( L/R)(2 EA) AND R1-6) TO

(N) RRFB POST

SWK: (N) SIDEWALK

SCALE: 1" = 40' SEE DETAIL A

DETAIL A

SCALE: 1" = 20'

(E) R1-6 SIGN TO REMAIN

CONSTRUCTION NOTES: (THIS SHEET ONLY)

1. CONTRACTORS SHALL LOCATE EXISTING UNDERGROUND

UTILITIES PRIOR TO CONSTRUCTION.

RSP RLS2 1 EAPB 1 EA CON 20 LF

PBAP 1 EA

(E) R1-5

DEMO SWK 15 SF

(E) R1-6

RRFB 1 EA

RSP RLS5 1 EA

RRFB 1 EA

RSP RLS2 1 EA

RRFB 1 EA

I A

E L

V I LIC

ACF FIL OR

NSEF IS O

ETA

I G E R

ETS

No. C 088069

EXP. 3/31/28

DEMO 317 SF

ACC 60 SF

RMP-C 257 SF

DWSC 15 SF

KING ST

PEYTO

H O

LLY

O O

D A

V E

REFERENCES

DRAWING #:

FIELD BOOK:

DESIGN

CHECKED

DATE

DRAWN

VAULT NO.

SCALE

SHEET OF

809 Center Street, Room 201 Santa Cruz, CA 95060

REVISIONS

P U B L I C W O R K S D E P A R T M E N T

C I T

O F S A N T A C R

U Z

A L I F O R N

KING STREET & PEYTON STREET

UNSIGNALIZED CROSSING IMPROVEMENT PROJECT

HSIP CYCLE 11 & 12

DnC

07/21/26 AS SHOWN

5 17

SCALE: 1" = 40'

LEGENDS: (THIS SHEET ONLY)

8" W: 8 INCH WHITE THERMOPLASTIC STRIPE

DEMO: REMOVE (E) SIDEWALK

DWSC: (N) DETECTABLE WARNING SURFACE (CAST IN PLACE)

DWSS: (N) DETECTABLE WARNING SURFACE (SURFACE APPLIED). GRIND (E) SIDEWALK UNDER THE PROPOSED DWSS

AREA TO MAKE EDGE OF DWSS FLUSH WITH SIDEWALK

CISL: INSTALL CONCRETE ISLAND WITH CALTRANS TYPE B3 CURB (SEE DETAIL T-16 THIS SHEET) PISL: PAINT PAVEMENT WITH MMAX DESERT KHAKI (PMS 7529C 999660KH) WITHIN THE 8" WHITE STRIPE (PAINTED

ISLAND)

RRCK: 4" TO 6" DIA. GREY RIVER ROCK EMBEDDED 2" - 3" INTO WET CONCRETE. ONE LAYER OF ROCKS WITH ROUNDED

SIZE EXPOSED.

RS1: REMOVE (E) SIGN (S1-1)

RSP: REMOVE (E) SIGN POST

SWK: CONSTRUCT (N) SIDEWALK

(E) DRAIN

INLET

SEE DETAIL ON SHEET 6

CONSTRUCTION NOTES: (THIS SHEET ONLY)

1. CONTRACTORS SHALL LOCATE EXISTING

UNDERGROUND UTILITIES PRIOR TO

CONSTRUCTION.

CISL 30 SF

DEMO SWK 48 SF

DEMO SWK 12 SF

DEMO SWK 72 SF

DWSS 32 SF

DWSC 34 SF

DWSC 40 SF

SWK 52 SF

PISL 132 SF

8" W 34 LF

PISL 164 SF

8" W 45 LF

PISL 51 SF

8" W 22 LF

PISL 165 SF

8" W 39 LF

PISL 48 SF

8" W 20 LF

DWSC 15 SF

DEMO 84 SF

RRCK 32 SF

PISL 36 SF

8" W 27 LF

8" W 34 LF

PISL 132 SF

8" W 34 LF

PISL 17 SF

8" W 23 LF

8" W 25 LF

PISL 24 SF

RSP RS1 1 EA

I A

E L

V I LIC

ACF FIL OR

NSEF IS O

ETA

I G E R

ETS

10'

KING ST

PEYTO

17'

REFERENCES

DRAWING #:

FIELD BOOK:

DESIGN

CHECKED

DATE

DRAWN

VAULT NO.

SCALE

SHEET OF

809 Center Street, Room 201 Santa Cruz, CA 95060

REVISIONS

P U B L I C W O R K S D E P A R T M E N T

C I T

O F S A N T A C R

U Z

A L I F O R N

DETAIL - KING STREET & PEYTON STREET

UNSIGNALIZED CROSSING IMPROVEMENT PROJECT

HSIP CYCLE 11 & 12

DnC

07/21/26 AS SHOWN

6 17

SCALE: 1" = 20'

RSP RS1-2 RLS2 1 EA

LEGENDS: (THIS SHEET ONLY)

CON: INSTALL (N) 2" SCHEDULE 40 CONDUIT AND

CONDUCTORS WITH 5' SLACK IN THE PULL BOX.

COMPLETE CONNECTIONS FOR FULL TRAFFIC SIGNAL

OPERATION

CRBR: PAINT CURB RED

D21: DETAIL 21 STRIPE

PB: INSTALL CALTRANS #3-1/2 PULL BOX

PBAP: INSTALL PUSH BUTTON ASSEMBLY POST

PST: INSTALL (N) STANDARD SIGN POST

R1-5: (N) R1-5(L/R) SIGN (YIELD HERE)

RLS1 RELOCATE (E) SIGN (S1-1) TO (N) RRFB POST

RLS2: RELOCATE (E) SIGNS (S1-1 AND W16-7P(L)) TO (N)

RRFB POST

RRFB: INSTALL (N) RECTANGULAR RAPID FLASHING BEACON

ASSEMBLY.

RS1-1: REMOVE (E) 16-7P(L) SIGN

RS1-2: REMOVE (E) R32 (CA) SIGN (TIME LIMIT PARKING)

RSP: REMOVE (E) SIGN POST

S1-1: (N) S1-1 SIGN (SCHOOL CROSSING) (30" x 30")

W16-7P: (N) W16-7P(R) SIGN (DIRECTIONAL ARROW) (30" X 18")

YL: YIELD LINE (PER CITY STD DETAIL T-9)

RS1-2 R1-5 1 EA

YL 8 LF

YL 11 LF

PST R1-5 1 EA

CON 11 LF

PB 1 EA

EXTEND (E) POST TO

ACCOMMODATE R1-5 SIGN

RSP RLS2 1 EA

PBAP 1 EA

PB 1 EA

CON 13 LF

CONSTRUCTION NOTES: (THIS SHEET ONLY)

1. CONTRACTORS SHALL LOCATE EXISTING

UNDERGROUND UTILITIES PRIOR TO

CONSTRUCTION.

D21 25 LF

RSP RS1-1 RLS1 1 EA

RRFB W16-7P 1 EARRFB 1 EA

RSP RS1-1 RLS1 1 EA

RRFB W16-7P 1 EA

PBAP 1 EA

RELOCATE (E) R32(CA)

SIGN AND POST

FROMTO

RRFB 1 EA

CRBR 20 LF

I A

E L

V I LIC

ACF FIL OR

NSEF IS O

ETA

I G E R

ETS

BROADWAY

PEN

SYLVAN

BROADWAY

P E

N N

S Y

A V

REFERENCES

DRAWING #:

FIELD BOOK:

DESIGN

CHECKED

DATE

DRAWN

VAULT NO.

SCALE

SHEET OF

809 Center Street, Room 201 Santa Cruz, CA 95060

REVISIONS

P U B L I C W O R K S D E P A R T M E N T

C I T

O F S A N T A C R

U Z

A L I F O R N

BROADWAY & PENNSYLVANIA AVENUE

UNSIGNALIZED CROSSING IMPROVEMENT PROJECT

HSIP CYCLE 11 & 12

DnC

07/21/26 AS SHOWN

7 17

SCALE: 1" = 20'

CONSTRUCTION NOTES: (THIS SHEET ONLY)

1. CONTRACTORS SHALL VERIFY THE LOCATION OF EXISTING

UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.

LEGENDS: (THIS SHEET ONLY)

39Z: DETAIL 39Z (PER CITY STD DETAIL T-10)

CON: INSTALL (N) 2" SCHEDULE 40 CONDUIT AND CONDUCTORS WITH 5' SLACK IN THE PULL BOX.

COMPLETE CONNECTIONS FOR FULL TRAFFIC SIGNAL OPERATION

CRBR: PAINT CURB RED

PB: INSTALL CALTRANS #3-1/2 PULL BOX

PBAP: INSTALL PUSH BUTTON ASSEMBLY POLE

PST: INSTALL (N) STANDARD SIGN POST

R1-5: (N) R1-5(L/R) SIGN (YIELD HERE) (24" x 24")

RLS4: RELOCATE (E) SIGNS (W11-2 (2 EA) AND W16-7P (2 EA)) TO (N) RRFB POST

RRFB: INSTALL (N) RECTANGULAR RAPID FLASHING BEACON ASSEMBLY.

RSP: REMOVE (E) SIGN POST

RSTR: REMOVE (E) STRIPES

YL: YIELD LINE (PER CITY STD DETAIL T-9)

SCALE: 1" = 40'

SEE DETAIL

THIS SHEET SEE DETAIL 1

ON SHEET 8

SEE DETAIL 2

ON SHEET 8

RSP RLS4 1 EA

PB 1 EA

CON 12 LF

PBAP 1 EA

RSP RLS4 1 EA

PB 1 EA

PBAP 6 LF

CON 12 LF

RSTR 100 LF

CWW 70 LF

RSTR 60 LF

CWW 70 LF

RSTR 80 LF

CWW 70 LF

PST RI-5L 1 EA

YL 14 LF

PST RI-5L 1 EA

YL 14 LF

CRBR 20 LF

39Z 45 LF

RRFB 1 EA

I A

E L

V I LIC

ACF FIL OR

NSEF IS O

ETA

I G E R

ETS

No. C 088069

EXP. 3/31/28

AutoCAD SHX Text

R = 7.5 L

R = 10 L = 6.2 R = 10 L = 4.2

L = 6.0 R = 8 L = 12.6

L = 10.0

R = 10.5 L = 8

R = 14.5 L = 11 L = 5.7 R = 8 L = 12.6 L = 6.9

R = 12 L = 8.1

R = 10.5 L = 7.2

REFERENCES

DRAWING #:

FIELD BOOK:

DESIGN

CHECKED

DATE

DRAWN

VAULT NO.

SCALE

SHEET OF

809 Center Street, Room 201 Santa Cruz, CA 95060

REVISIONS

P U B L I C W O R K S D E P A R T M E N T

C I T

O F S A N T A C R

U Z

A L I F O R N

DETAIL - BROADWAY & PENNSYLVANIA AVENUE

UNSIGNALIZED CROSSING IMPROVEMENT PROJECT

HSIP CYCLE 11 & 12

DnC

07/21/26 AS SHOWN

8 17

CONSTRUCTION NOTES: (THIS SHEET ONLY)

1. CONTRACTORS SHALL VERIFY THE LOCATION OF EXISTING

UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.

DETAIL 2

NO SCALE

LEGENDS: (THIS SHEET ONLY)

ACC: (N) AC CONFORM

AG: INSTALL ADA FRAME AND GRATE. FRAME SHALL BE IRONSMITH 9000F-X (OR

APPROVED EQUAL). GRATE SHALL BE IRONSMITH 9032-18 (OR APPROVED

EQUAL)

C&G: INSTALL (N) CURB AND GUTTER

DEMO: REMOVE (E) AC, SIDEWALK, RAMP, CURB AND GUTTER

DWS: INSTALL DETECTABLE WARNING SURFACE (CAST IN PLACE)

RMP-G: CONSTRUCT (N) CALTRANS CASE 'G' PEDESTRIAN RAMP

RRCK: 4" TO 6" DIA. GREY RIVER ROCK EMBEDDED 2" - 3" INTO WET CONCRETE.

ONE LAYER OF ROCKS WITH ROUNDED SIZE EXPOSED.

SWK: CONSTRUCT (N) SIDEWALK

DETAIL 1

NO SCALE

(E) A.C.

SECTION A-A

NTS

(N) A.C.

CONFORM

GUTTER

1.5% MAX

7.5% MAX

RAMP

5% MAX

8.33% MAX

MATCH (E)

FLOWLINE

1'-6"

(N) COMPACTED

CLASS II A.B.

DEMO 780 SF

ACC 233 SF

RMP-G 83 SF

C&G 60 LF

DWS 15 SF

SWK 308 SF

DWS 15 SF

DEMO 612 SF

ACC 162 SF

RMP-G 55 SF

C&G 52 LF

SWK 237 SF

DWS 15 SF

AG 1 EA

ADJUST (E) PULLBOX TO

FINISHED GRADE

PROTECT (E) STREET

LIGHT IN PLACE

PROTECT (E) FIRE

HYDRANT IN PLACE

ADJUST (E) WATER VALVE

TO FINISHED GRADE

SIDEWALK

(N) ADA GRATE

AND FRAME

FLOWFLOW

FLOW

RRCK 14 SF

RRCK 21 LF

I A

E L

V I LIC

ACF FIL OR

NSEF IS O

ETA

I G E R

ETS

No. C 088069

EXP. 3/31/28

FLOW

5' 21.5'

AutoCAD SHX Text

AutoCAD SHX Text A

R = 2'

R = 6'

R = 1 0'

R = 6

L = 4'-5"

SEABRIGHT AVE

A N

S T

R = 2'

R = 6'

R = 1 0'

R = 6

L = 4'-5"

A N

S T

SEABRIGHT AVE

11' 17'

REFERENCES

DRAWING #:

FIELD BOOK:

DESIGN

CHECKED

DATE

DRAWN

VAULT NO.

SCALE

SHEET OF

809 Center Street, Room 201 Santa Cruz, CA 95060

REVISIONS

P U B L I C W O R K S D E P A R T M E N T

C I T

O F S A N T A C R

U Z

A L I F O R N

SEABRIGHT AVENUE & LOGAN STREET

UNSIGNALIZED CROSSING IMPROVEMENT PROJECT

HSIP CYCLE 11 & 12

DnC

07/21/26 AS SHOWN

9 17

SCALE: 1" = 40'

SEE DETAIL

THIS SHEET

LEGENDS: (THIS SHEET ONLY)

ACC: (N) AC CONFORM

C&G: INSTALL (N) CURB AND GUTTER

CRBR: PAINT CURB RED

CWW CONTINENTAL CROSSWALK WHITE

(PER CITY STD DETAIL T-9)

D22: DETAIL 22 STRIPE

D39Z: DETAIL 39Z (PER CITY STD DETAIL T-10)

DEMO: REMOVE (E) AC, SIDEWALK, RAMP,

CURB AND GUTTER

DWSC: INSTALL DETECTABLE WARNING

SURFACE (CAST IN PLACE)

LL: LIMIT LINE (12" WHITE LINE)

PST: INSTALL (N) STANDARD SIGN POST

SWK: CONSTRUCK (N) SIDEWALK

R1-5L: (N) R1-5(L) SIGN (YIELD HERE) (24" x 24")

RMP-G CONSTRUCT (N) CALTRANS CASE 'G'

PEDESTRIAN RAMP

RRCK: 4" TO 6" DIA. GREY RIVER ROCK

EMBEDDED 2" - 3" INTO WET

CONCRETE. ONE LAYER OF ROCKS

WITH ROUNDED SIZE EXPOSED.

RRFB: INSTALL (N) RECTANGULAR RAPID

FLASHING BEACON ASSEMBLY.

RSP: REMOVE (E) SIGN POST

RLS2: RELOCATE (E) SIGNS (W11-2 AND

W16-7P) TO (N) RRFB POST

RMRK: REMOVE (E) MARKING

RSTR: REMOVE (E) STRIPES

STP: "STOP MARKING"

W11-2: (N) W11-2 SIGN (PEDESTRIAN

CROSSING) (30" x 30")

W16-7P: (N) W16-7P(R) SIGN (DIRECTIONAL

ARROW) (30" X 18")

YL: (N) YIELD LINE

RSP RLS2 1 EA

RSTR D22 30 LF

YL 14 LF

PST R1-5L 1 EA

YL 11 LF

(E) W11-2 SIGN

RSTR 72 LF

DEMO 680 SF

W11-2 W16-7P 1 EA

CONSTRUCTION NOTES: (THIS SHEET ONLY)

1. CONTRACTORS SHALL LOCATE EXISTING UNDERGROUND

UTILITIES PRIOR TO CONSTRUCTION.

CURB EXTENSION DETAIL

SCALE: 1" = 6'

ACC 255 SF

RMP-G 50 SF

DWSC 15 SF

SW 168 SF

PROTECT (E)

R1-1 SIGN AND

POST IN PLACE

RMP-G 40 SF

DWSC 15 SF

(E) GUTTER LIP

D22 25 LF

SCALE: 1" = 20'

SEE CURB EXTENSION

DETAIL THIS SHEET

C&G 48 LF

(E) 1B POLE TO REMAIN

CRBR 30 LF

RLS2 1 EA

D39Z 50 LF

RRFB 1 EA

RRCK 25 SF

LL 12 LF

PST R1-5L 1 EA

CWW 50 LF

I A

E L

V I LIC

ACF FIL OR

NSEF IS O

ETA

I G E R

ETS

No. C 088069

RMRK STP 22 SF

HIGH ST

C A

R D

IFF P

WESTMOOR DR

REFERENCES

DRAWING #:

FIELD BOOK:

DESIGN

CHECKED

DATE

DRAWN

VAULT NO.

SCALE

SHEET OF

809 Center Street, Room 201 Santa Cruz, CA 95060

REVISIONS

P U B L I C W O R K S D E P A R T M E N T

C I T

O F S A N T A C R

U Z

A L I F O R N

HIGH STREET & CARDIFF PLACE

UNSIGNALIZED CROSSING IMPROVEMENT PROJECT

HSIP CYCLE 11 & 12

DnC

07/21/26 AS SHOWN

10 17

LEGENDS: (THIS SHEET ONLY)

A4: CALTRANS ARROW TYPE 4(L/R)

BTAG: BIKE AND THROUGH ARROW WITH GREEN VIZIGRIP

CWY CONTINENTAL CROSSWALK YELLOW (PER CITY STD

DETAIL T-9)

D22: DETAIL 22 STRIPE

D27B: DETAIL 27B STRIPE

D29: DETAIL 29 STRIPE

D39A: DETAIL 39A STRIPE

D39: DETAIL 39 STRIPE

D39Z: DETAIL 39Z (MODIFIED BIKE LANE LINE PER CITY

STD DETAIL T-10)

DYLT: DAYLIGHTING STRIPE (PER CITY STD DETAIL T-12)

LL: LIMIT LINE (PER CITY STD DETAIL T-9)

N-5: TYPE N-5 (CA) OBJECT MARKER

PST: INSTALL (N) STANDARD SIGN POST

R1-5: R1-5 SIGN (24" x 24")

RMRK: REMOVE (E) MARKING

RS1: REMOVE (E) S1-1 SIGN

RSP: REMOVE (E) SIGN POST

RSTR: REMOVE (E) STRIPES

SHRG: SHARROW MARKING WITH GREEN VIZIGIP

STP: STOP LEGEND (PER CITY STD DETAIL T-9)

W11-15 (N) W11-15 SIGN (30" x 30") W16-9p: (N) W16-9P SIGN (30" x 18")

YL: YIELD LINE (PER CITY STD DETAIL T-9)

SEE DETAIL

ON SHEET 11

(E) MAILBOX

RSTR 120 LF

RSP RS1 1 EA

PST W11-15W16-9P 1 EA

RSP RS1 1 EA

PST W11-15W16-9P 1 EA

LL 16 LF

BTAG 1 EA

DYLT 30 LF

RMRK 74 SF

SHRG 1 EA

D22 50 LF

CWY 100 LF

D39Z 72 LF

YL 14 LF

YL 20 LF

PST R1-5 1 EA

STP 1 EA

A4 30 SF

BTAG 1 EA

D39 36 LF

RSTR 110 LF

D39 184 LF

D27B 238 LF

39A 50 LF

(E)

PATHWAY

PST N-5 1 EA

RSTR 50 LF

D29 82 LF

CWY 80 LF

PST R1-5 1 EA

13'

SCALE: 1" = 40'

I A

E L

V I LIC

ACF FIL OR

NSEF IS O

ETA

I G E R

ETS

No. C 088069

EXP. 3/31/28

C A

R D

IFF P

HIGH ST

CONSTRUCTION NOTES: (THIS SHEET ONLY)

1. CONTRACTORS SHALL LOCATE EXISTING

UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.

LEGENDS: (THIS SHEET ONLY)

ACC: (N) AC CONFORM

C&G: CONSTRUCT (N) CURB AND GUTTER

DEMO: REMOVE (E) AC, SIDEWALK, RAMP, CURB AND GUTTE

DWSC: INSTALL DETECTABLE WARNING SURFACE (CAST IN PLACE)

PST: INSTALL (N) STANDARD SIGN POST

RLS2: RELOCATE (E) SIGNS (R2-1(25) AND R26) TO (N) POST

RLS1-1: RELOCATE (E) SIGN (W16-7P) TO (N) RRFB POST

RLS1-2: RELOCATE (E) SIGN (R1-1) TO (N) RRFB POST

RS1: REMOVE (E) SIGN (S1-1)

RSP: REMOVE (E) SIGN POST

RRCK: 4" TO 6" DIA. GREY RIVER ROCK EMBEDDED 2" - 3" INTO WET

CONCRETE. ONE LAYER OF ROCKS WITH ROUNDED SIZE EXPOSED.

RMP-C: CONSTRUCT (N) CALTRANS CASE 'C' PEDESTRIAN RAMP WITH

RETAINING CURB

RRFB: INSTALL (N) RECTANGULAR RAPID FLASHING BEACON ASSEMBLY.

SWK: CONSTRUCT (N) SIDEWALK

TB3: (N) CALTRANS TYPE B3 CURB

W11-15: (N) W11-15 SIGN (30" x 30")

W16-7P: (N) MODIFIED W16-7P(L/R) SIGN (DIRECTIONAL ARROW) (30" X 18") (SEE

DETAIL THIS SHEET)

REFERENCES

DRAWING #:

FIELD BOOK:

DESIGN

CHECKED

DATE

DRAWN

VAULT NO.

SCALE

SHEET OF

809 Center Street, Room 201 Santa Cruz, CA 95060

REVISIONS

P U B L I C W O R K S D E P A R T M E N T

C I T

O F S A N T A C R

U Z

A L I F O R N

DETAIL - HIGH STREET & CARDIFF PLACE

UNSIGNALIZED CROSSING IMPROVEMENT PROJECT

HSIP CYCLE 11 & 12

DnC

07/21/26 AS SHOWN

11 17

DEMO 217 SF

(E)

PATHWAY

ACC 48 SF

RMP-C 154 SF

DWSC 15 SF

DEMO 235 SF

SWK 136 SF

C&G 20 LF

ACC 42 SF

DEMO 225 SF

ACC 50 SF

RMP-C 160 SF

DWSC 15 SF

TYPE A PASSAGEWAY DETAIL

NOT TO SCALE

TYPE A PASSAGEWAY (SEE

DETAIL THIS SHEET AND CITY

STD DETAIL T-16)

9' 6' 9'

R = 3.5' (TYP)

R = 1.5' (TYP)

TB3 28 LF

ACC 12 SF

TB3 28 LF

DEMO 66 SF

RRCK 44 SF

ACC 12 SF

TB3 28 LF

RRCK 44 SF

SWK 42 SF

DWSC 36 SF

RSP RLS2 PST 1 EA FROMTO

RSP RS1 RLS1-1 1 EA

RRFB RLS1-1W11-15 1 EA

DEMO 129 SF

ACC 29 SF

SWK 57 SF

C&G 14 LF

RSP RS1 RLS1-1 1 EA

RSP RRFB RLS1-2 1 EA

RRFB 1 EA

30"

18"

MODIFIED W16-7P(L/R)

NOT TO SCALE

W16-7PW11-15 2 EA

RRFB 1 EA

RRFB W11-15 1 EA

CORNER ISLAND DETAIL

NOT TO SCALE

9'-8"

R = 10'

R = 28' 3'

8'-8"R = 2'

TB3 56 LF

RRCK 145 SF

CORNER ISLAND

(SEE DETAIL THIS SHEET

AND CITY STD DETAIL T-16)

SCALE: 1" = 40'

I A

E L

V I LIC

ACF FIL OR

NSEF IS O

ETA

I G E R

ETS

No. C 088069

EXP. 3/31/28

FIELD BOOK:

DESIGN

CHECKED

DATE

DRAWN

VAULT NO.

SCALE

SHEET OF

809 Center Street, Room 201 Santa Cruz, CA 95060

REVISIONS

P U B L I C W O R K S D E P A R T M E N T

C I T

O F S A N T A C R

U Z

A L I F O R N

SOQUEL AVENUE & POPLAR STREET

UNSIGNALIZED CROSSING IMPROVEMENT PROJECT

HSIP CYCLE 11 & 12

DnC

07/21/26 AS SHOWN

12 17

SCALE: 1" = 30'

CONSTRUCTION NOTES:

1. CONTRACTORS SHALL LOCATE EXISTING UNDERGROUND UTILITIES PRIOR

TO CONSTRUCTION.

LEGENDS: (THIS SHEET ONLY)

12" Y: 12 INCH YELLOW THERMOPLASTIC STRIPE

CWW: CONTINENTAL CROSSWALK WHITE (PER CITY STD DETAIL T-9)

D21: DETAIL 21 STRIPE

RSTR: REMOVE (E) STRIPING LINE

YL: (N) YIELD LINE

SEE DETAIL ON

SHEET 13

(E) R1-5L SIGN TO

REMAIN

(E) W11-2 AND R81 SIGNS TO REMAIN

RSTR 70 LF

RSTR 50 LF

RSTR 80 LF

PROTECT (E) STREET

LIGHT IN PLACE CWW 60 LF

CWW 60 LF

CWW 50 LF

REMOVE (E) POST

RELOCATE (E) R1-5 SIGN

WITH (N) POST

FROM

YL 23 LF

YL 17 LF

YL 20 LF

REMOVE (E) STREET

NAME SIGN AND POST

I A

E L

V I LIC

ACF FIL OR

NSEF IS O

ETA

I G E R

ETS

No. C 088069

EXP. 3/31/28

D21 15 LF

12" Y 20 LF

FIELD BOOK:

DESIGN

CHECKED

DATE

DRAWN

VAULT NO.

SCALE

SHEET OF

809 Center Street, Room 201 Santa Cruz, CA 95060

REVISIONS

P U B L I C W O R K S D E P A R T M E N T

C I T

O F S A N T A C R

U Z

A L I F O R N

DETAIL - SOQUEL AVENUE & POPLAR STREET

UNSIGNALIZED CROSSING IMPROVEMENT PROJECT

HSIP CYCLE 11 & 12

DnC

07/21/26 AS SHOWN

13 17

SCALE: 1" = 40'

CONSTRUCTION NOTES:

1. CONTRACTORS SHALL LOCATE EXISTING UNDERGROUND UTILITIES PRIOR TO

CONSTRUCTION.

LEGENDS: (THIS SHEET ONLY)

4" W: 4 INCH WHITE THERMOPLASTIC STRIPE

ACC: (N) AC CONFORM

CON: INSTALL (N) 2" SCHEDULE 40 CONDUIT AND CONDUCTORS WITH 5' SLACK IN

THE PULL BOX. COMPLETE CONNECTIONS FOR FULL TRAFFIC SIGNAL

OPERATION

DEMO: REMOVE (E) AC, SIDEWALK, RAMP, CURB AND GUTTER

DWSC: INSTALL DETECTABLE WARNING SURFACE (CAST IN PLACE)

PB: INSTALL CALTRANS #3-1/2 PULL BOX

PBAP: INSTALL PUSH BUTTON ASSEMBLY POST

PST: INSTALL (N) STANDARD SIGN POST

R1-5: (N) R1-5(L/R) SIGN (YIELD HERE) (24" x 24")

RMP-C CONSTRUCT (N) CALTRANS CASE 'C' PEDESTRIAN RAMP

RRFB: INSTALL (N) RECTANGULAR RAPID FLASHING BEACON ASSEMBLY.

RSP: REMOVE (E) SIGN POST

RLS2: RELOCATE (E) SIGNS (W11-2 AND W16-7P) TO (N) RRFB POST

RLS1: RELOCATE (E) SIGN (W11-2) TO (N) RRFB POST

RS1: REMOVE (E) SIGN (W16-7P)

SWK: CONSTRUCT (N) SIDEWALK

TB3: (N) CALTRANS TYPE B3 CURB

W16-7P: (N) MODIFIED W16-7P(L/R) SIGN (DIRECTIONAL ARROW) (30" X 18") (SEE DETAIL

THIS SHEET)

PST RI-5 1 EA

RSP RLS2 1 EA

RSP RS1 1 EA

RSP RLS2 1 EA

RRFB RLS2 1 EA

DEMO SWK 14 SF

DWS 15 SF

RMP-C 104 SFDEMO 1400 SF

SWK 302 SF

DWSC 81 SF

TRIM (E) ISLAND (SEE

DETAIL 1 THIS SHEET)

TB3 33 LF

TB3 31 LF

25'

R = 37'

DETAIL 1

NOT TO SCALE

(E) POST AND R32 SIGN

TO REMAIN

TB3 22 LF

10'

4" W 26 LF

4" W 31 LFRRFB RLS2 1 EA

RRFB 1 EA

ACC 32 SF

ACC 25 SF

ACC 913 SF

RRFB RLS1 W16-7P 1 EA

30"

18"

MODIFIED W16-7P(L/R)

NOT TO SCALE

4" W 26 LF

CON 30 LF

PB 2 EA

PBAP 2 EA

I A

E L

V I LIC

ACF FIL OR

NSEF IS O

ETA

I G E R

ETS

No. C 088069

EXP. 3/31/28

AutoCAD SHX Text

0" M

W11-2 SIGN

RECTANGULAR RAPID

FLASHING BEACON (RRFB)

W16-7P SIGN

CONTROL CABINET

ENCLOSURE. MOUNT

CENTERED BEHIND SIGN

(IF BI-DIRECTIONAL SIGN,

MOUNT ABOVE SIGNS)

MOUNTING BRACKET

AND STEEL STRAP

SIDE ELEVATION

ACTIVATION PUSH BUTTON

AND R10-25 SIGN (NOTE 9)

(IF PUSH BUTTON IS REQUIRED ON

SEPARATE POLE, SEE DETAIL E)

4 NPS STANDARD PIPE

(THREAD BOTH END 5/8")

18" MIN.

(NOTE 8)

S1-1 SIGN IN SCHOOL ZONE

(TABLE, NOTE 4)

SOLAR PANEL ASSEMBLY

WITH ROUND POST MOUNT

NOTE 5

FACE OF CURB

RRFB ELEVATION

2'-6"Ø

A X

30" X 3/4"Ø

ANCHOR

BOLTS

(4 TOTAL)

DRAIN

HOLE

ANCHOR BOLT

THREAD TOP 8",

GALVANIZE 1'-0"

TOP OF

GRADE

MORTAR

(NOTE 2)

ANCHOR

PLATE

REBAR

(DETAIL C)

DETAIL A - FOUNDATION

AND ANCHORAGE

DETAIL B - POLE

BASE PLAN DETAIL C - FOUNDATION PLAN

CLEARANCE

FROM

OUTER

EDGES AND

BOTTOM,

TYP.

#4 SPIRAL

REBAR AT 6"

#6 VERTICAL

REBAR

(10 TOTAL)

CONCRETE

PAD (NOTE 7)

4"x10" CLASS 250

GALV. CAST IRON

PIPE FLANGE

TOTAL

NUMBER

OF HOLES

MAY VARY

77/8" BOLT

CIRCLE

FOUNDATION

(DETAIL A)

TO PUSH

BUTTON POLE,

IF APPLICABLE

POLE BASE

(DETAIL B)

NOTES:

1. ALL EQUIPMENT AND APPURTENANCES TO BE INSTALLED PER MANUFACTURER SPECIFICATION AND LATEST CALTRANS

STANDARD PLANS.

2. GROUT FLUSH WITH BASE PLATE.

3. 4' MINIMUM (5' RECOMMENDED) CLEARANCE BETWEEN EDGE OF POLE AND BACK OF WALK.

4. EDGE OF SIGN SHALL BE SET BACK 6" MIN. FROM FACE OF CURB. SIGN MAY BE MOUNTED OFF CENTER FROM POST TO

ACCOMMODATE THE 6" SETBACK.

5. SIGN SHALL HAVE A FLUORESCENT YELLOW-GREEN BACKGROUND WITH BLACK LEGEND AND BORDER.

6. CONCRETE FOUNDATION SHALL BE CLASS "A" CONCRETE FIELD CAST, 4,500 PSI MIN.

7. CONCRETE PAD SHALL BE CLASS "A" CONCRETE FIELD CAST, 36" x 36" x 4", 4,000 PSI. CONCRETE PAD SHALL BE POURED

SEPARATELY FROM FOUNDATION AND INSTALLED AFTER LEVELING POLE.

8. LOCATION OF POLES AND PEDESTRIAN PUSH BUTTON SHALL BE APPROVED BY THE CITY ENGINEER BEFORE

INSTALLATION.

9. PEDESTRIAN PUSH BUTTON SHALL BE EQUIPPED WITH AUDIBLE INFORMATION AND BE COMPLIANT WITH THE LATEST

MUTCD AND ADA GUIDELINES.

SIGN DIMENSIONS

SIGN

W11-2 S1-1

W16-7P

DIMENSION (INCHES)

MINIMUM

£ 25 mph

CONVENTIONAL* OVERSIZED

*CONVENTIONAL DIMENSION SHALL BE USED

UNLESS SPECIFIED OTHERWISE

30X30 36X36 48X48 30X30 36X36 48X48 24X12 24X12 30X18

NOTE 2

ACTIVATION PUSH BUTTON

AND R10-25 SIGN (NOTE 9)

5/8" Ø x 1'

ANCHOR BOLTS

18" MIN.

(NOTE 8)

DETAIL E - PUSH BUTTON ASSEMBLY POLE

REMOVABLE RAIN

TIGHT CAP

4 NPS STANDARD PIPE

18" Ø

CONCRETE

PAD (NOTE 7)

TABLE 1 - SIGN DIMENSIONS

TO RRFB POLE

CALTRANS 3-1/2

PULLBOX

6" CL. 2 AB

14"

1" DIA. CONDUIT

SCH. 40 PVC

POLE BASE

(DETAIL F)

DETAIL F - POLE

BASE PLAN

7" BOLT CIRCLE

CUT HOLE TO

FIT PIPE

3/4" Ø HOLE

45° 45°

90° (TYP.)

REFERENCES

DRAWING #:

FIELD BOOK:

DESIGN

CHECKED

DATE

DRAWN

VAULT NO.

SCALE

SHEET OF

809 Center Street, Room 201 Santa Cruz, CA 95060

REVISIONS

P U B L I C W O R K S D E P A R T M E N T

C I T

O F S A N T A C R

U Z

A L I F O R N

DETAIL SHEET

UNSIGNALIZED CROSSING IMPROVEMENT PROJECT

HSIP CYCLE 11 & 12

DnC

07/21/26 NO SCALE

14 17

I A

E L

V I LIC

ACF FIL OR

NSEF IS O

ETA

I G E R

ETS

FIELD BOOK:

DESIGN

CHECKED

DATE

DRAWN

VAULT NO.

SCALE

SHEET OF

809 Center Street, Room 201 Santa Cruz, CA 95060

REVISIONS

P U B L I C W O R K S D E P A R T M E N T

C I T

O F S A N T A C R

U Z

A L I F O R N

DETAIL SHEET

UNSIGNALIZED CROSSING IMPROVEMENT PROJECT

HSIP CYCLE 11 & 12

DnC

07/21/26 NO SCALE

15 17

I A

E L

V I LIC

ACF FIL OR

NSEF IS O

ETA

I G E R

ETS

No. C 088069

EXP. 3/31/28

AutoCAD SHX Text

RAISED TRUNCATED DOME

AutoCAD SHX Text

RAISED TRUNCATED DOME PATTERN (IN-LINE)

AutoCAD SHX Text

DETECTABLE WARNING SURFACE

AutoCAD SHX Text 4'-2" Min

AutoCAD SHX Text

RETAINING CURB IF NECESSARY AT EDGE OF SIDEWALK

AutoCAD SHX Text

CASE B

AutoCAD SHX Text

FRONT EDGE OF SIDEWALK

AutoCAD SHX Text B

AutoCAD SHX Text

CROSSWALK IF PROVIDED

AutoCAD SHX Text

CROSSWALK IF PROVIDED

AutoCAD SHX Text A

AutoCAD SHX Text Max

AutoCAD SHX Text 1:1 Typ

AutoCAD SHX Text 4'-2" Min

AutoCAD SHX Text

CASE D

AutoCAD SHX Text

FRONT EDGE OF SIDEWALK

AutoCAD SHX Text

PLANTING AREA

AutoCAD SHX Text

FRONT EDGE OF SIDEWALK

AutoCAD SHX Text 4'-2" Min

AutoCAD SHX Text

CASE E

AutoCAD SHX Text A

AutoCAD SHX Text 6" Typ

AutoCAD SHX Text A

AutoCAD SHX Text Max

AutoCAD SHX Text

CASE A

AutoCAD SHX Text 4'-2" Min

AutoCAD SHX Text 6" Typ

AutoCAD SHX Text 5'-0" Min

AutoCAD SHX Text A

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

LANDING

AutoCAD SHX Text

LANDING

AutoCAD SHX Text

FLARE

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

FLARE

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

DETAIL A

AutoCAD SHX Text 1.5% Max

AutoCAD SHX Text 7.5%

AutoCAD SHX Text 7.5% Max

AutoCAD SHX Text 7.5%

AutoCAD SHX Text 7.5% Max

AutoCAD SHX Text 1.5% Max

AutoCAD SHX Text T

AutoCAD SHX Text 1.5% Max

AutoCAD SHX Text

SECTION C-C

AutoCAD SHX Text 1.5% Max

AutoCAD SHX Text 7.5% Max

AutoCAD SHX Text T

AutoCAD SHX Text 4'-2" Min

AutoCAD SHX Text

SECTION B-B

AutoCAD SHX Text Depress entire sidewalk as required

AutoCAD SHX Text

ROUNDED

AutoCAD SHX Text

IF NECESSARY

AutoCAD SHX Text

RETAINING CURB

AutoCAD SHX Text T

AutoCAD SHX Text 1.5% Max

AutoCAD SHX Text 7.5% Max

AutoCAD SHX Text 4'-2" Min

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

ROUNDED

AutoCAD SHX Text

TOP OF RAMP

AutoCAD SHX Text C

AutoCAD SHX Text Max

AutoCAD SHX Text

FRONT EDGE OF SIDEWALK

AutoCAD SHX Text

CASE C

AutoCAD SHX Text

RETAINING CURB IF NECESSARY AT EDGE OF SIDEWALK

AutoCAD SHX Text 5'-0" Min

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text 7.5%

AutoCAD SHX Text 1.5% Max

AutoCAD SHX Text

TYPICAL TWO-RAMP CORNER INSTALLATION

AutoCAD SHX Text

FLARE

AutoCAD SHX Text

FLARE

AutoCAD SHX Text

CROSSWALK IF PROVIDED

AutoCAD SHX Text

CROSSWALK IF PROVIDED

AutoCAD SHX Text 4'-2" Min

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

LANDING

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text WHERE A FLARED SIDE OCCURS PROVIDE 2'-0" Min OF CURB

AutoCAD SHX Text

TYPICAL ONE-RAMP CORNER INSTALLATION

AutoCAD SHX Text

DETAIL B

AutoCAD SHX Text

FLARE

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

FLARE

AutoCAD SHX Text Gutter not shown

AutoCAD SHX Text 9.0% Max AT CURB

AutoCAD SHX Text 6" Typ

AutoCAD SHX Text

FRONT EDGE OF SIDEWALK

AutoCAD SHX Text

SEE NOTE 8

AutoCAD SHX Text

SEE NOTE 8

AutoCAD SHX Text

TOP OF RAMP

AutoCAD SHX Text 9.0% Max AT CURB

AutoCAD SHX Text 1.5% Max

AutoCAD SHX Text 4'-2" Min

AutoCAD SHX Text 1.5% Max

AutoCAD SHX Text

GUTTER FLOWLINE

AutoCAD SHX Text

SEE NOTE 8

AutoCAD SHX Text

GUTTER FLOWLINE

AutoCAD SHX Text

RETAINING CURB IF NECESSARY

AutoCAD SHX Text

GUTTER FLOWLINE

AutoCAD SHX Text See Notes 1 and 3

AutoCAD SHX Text See Note 1

AutoCAD SHX Text 2.3" Min AND 2.4" Max CENTER TO CENTER SPACING

AutoCAD SHX Text 0.2"

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

SEE NOTE 10

AutoCAD SHX Text

SEE NOTE 10

AutoCAD SHX Text

SEE NOTE 10

AutoCAD SHX Text See Note 10

AutoCAD SHX Text

SEE NOTE 10

AutoCAD SHX Text

FRONT EDGE OF SIDEWALK

AutoCAD SHX Text

PLANTING AREA

AutoCAD SHX Text 4'-2" Min

AutoCAD SHX Text

PLANTING AREA

AutoCAD SHX Text

RETAINING CURB

AutoCAD SHX Text

FRONT EDGE OF SIDEWALK

AutoCAD SHX Text

CASE F

AutoCAD SHX Text

CASE G

AutoCAD SHX Text

RETAINING CURB (BOTH SIDES OF RAMP)

AutoCAD SHX Text A

AutoCAD SHX Text 6" Typ

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text 7.5% Max

AutoCAD SHX Text 1.5% Max

AutoCAD SHX Text 4'-2" Min

AutoCAD SHX Text See Note 4

AutoCAD SHX Text 9.0% Max AT CURB

AutoCAD SHX Text 1.5% Max

AutoCAD SHX Text 4'-2" Min

AutoCAD SHX Text

SEE NOTE 10

AutoCAD SHX Text

SEE NOTE 10

AutoCAD SHX Text 0.9" Min AND 0.92" Max BASE Dia

AutoCAD SHX Text 0.45" Min AND 0.47" Max TOP Dia

AutoCAD SHX Text

GUTTER PAN TRANSITION

AutoCAD SHX Text

TYPICAL GUTTER PAN APPLIES TO ALL CASES

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CURB

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PAVEMENT

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SEE NOTE 9

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SEE NOTE 8

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GUTTER IN FRONT OF DETECTABLE

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WARNING

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TRANSITION

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TRANSITION

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NOTES:

AutoCAD SHX Text 6" Min HIGH RETAINING CURB

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SEE NOTE 10

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CURB TO MATCH RAMP SLOPE

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AutoCAD SHX Text 1.5% Max

AutoCAD SHX Text 4'-2" Min

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RETAINING CURB (BOTH SIDES OF RAMP)

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1. As site conditions dictate, Case A through Case G curb ramps may be used As site conditions dictate, Case A through Case G curb ramps may be used for corner installations similar to those shown in Detail A and Detail B. The case of curb ramps used in Detail A do not have to be the same. Case A through Case G curb ramps also may be used at mid block locations, as site conditions dictate. For specific site condition configuration, including the conform to existing sidewalk, see Project Plans. 2. If distance from curb to back of sidewalk is too short to accommodate If distance from curb to back of sidewalk is too short to accommodate ramp and 4'-2" platform (landing) as shown in Case A, the sidewalk may be depressed longitudinally as in Case B or C or may be widened as in Case D. 3. When ramp is located in center of curb return, crosswalk configuration must When ramp is located in center of curb return, crosswalk configuration must be similar to that shown for Detail B. 4. As site conditions dictate, the retaining curb side and the flared side of the As site conditions dictate, the retaining curb side and the flared side of the Case G ramp shall be constructed in reversed position. 5. The ramp portion of the curb ramp is a typical rectangle, unless modified in The ramp portion of the curb ramp is a typical rectangle, unless modified in the Project Plans. 6. Side slope of ramp flares vary uniformly from a maximum of 9.0% at curb Side slope of ramp flares vary uniformly from a maximum of 9.0% at curb to conform with longitudinal sidewalk slope adjacent to top of the ramp, except in Case C and Case F. 7. The adjacent surfaces at transitions at curb ramps to walks, gutters, andThe adjacent surfaces at transitions at curb ramps to walks, gutters, andstreets shall be at the same level. 8. Counter slopes of adjoining gutters and road surfaces immediately adjacent Counter slopes of adjoining gutters and road surfaces immediately adjacent to and within 24 inches of the curb ramp shall not be steeper than 1V:20H (5.0%). Gutter pan slope shall not exceed 1" of depth for each 2'-0" of width. 9. Transition gutter pan slope from 1" of depth for each 2'-0" of width to Transition gutter pan slope from 1" of depth for each 2'-0" of width to match typical gutter pan slope per Standard Plan A87A. 10. The detectable warning surface will be a rectangle as shown at back of The detectable warning surface will be a rectangle as shown at back of curb, unless modified in the Project Plans. Curb ramps shall have a detectable warning surface that extends the full width and 3'-0" depth of the ramp. Detectable warning surfaces shall extend the full width of the ramp except a maximum gap of 1 inch is allowed on each side of the ramp. Detectable warning surfaces shall conform to the requirements in the Standard Specifications. 11. Sidewalk and ramp thickness, "T", shall be 3 1/2" minimum. Sidewalk and ramp thickness, "T", shall be 3 1/2" minimum. 12. Utility pull boxes, manholes, vaults and all other utility facilities within the Utility pull boxes, manholes, vaults and all other utility facilities within the boundaries of the curb ramp will be relocated or adjusted to grade by the owner prior to, or in conjunction with, curb ramp construction. 13. Detectable warning surface may have to be cut to allow removal of utility Detectable warning surface may have to be cut to allow removal of utility covers while maintaining detectable warning width and depth.

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2018 STANDARD PLAN A88A

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AutoCAD SHX Text A88A

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STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CURB RAMP DETAILS NO SCALE

FIELD BOOK:

DESIGN

CHECKED

DATE

DRAWN

VAULT NO.

SCALE

SHEET OF

809 Center Street, Room 201 Santa Cruz, CA 95060

REVISIONS

P U B L I C W O R K S D E P A R T M E N T

C I T

O F S A N T A C R

U Z

A L I F O R N

DETAIL SHEET

UNSIGNALIZED CROSSING IMPROVEMENT PROJECT

HSIP CYCLE 11 & 12

DnC

07/21/26 NO SCALE

16 17

I A

E L

V I LIC

ACF FIL OR

NSEF IS O

ETA

I G E R

ETS

No. C 088069

EXP. 3/31/28

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NOTES:

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SECTION B-B

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RETAINING CURB

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CLEAR PASSAGEWAY

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IF NECESSARY

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RETAINING CURB

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SECTION A-A

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GUTTER

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FLOWLINE

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IF NECESSARY, CONSTRUCT RETAINING

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CURB AT EDGE OF SIDEWALK

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CASE CM CURB RAMP

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SIDEWALK

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BCR

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CROSSWALK

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IF PROVIDED

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TRAVELED WAY

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TRAVELED WAY

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RAISED ISLAND

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TYPE B PASSAGEWAY

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SLOPE PASSAGEWAY

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SURFACE OF

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RAISED ISLAND

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IF CROSSWALK

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PROVIDED

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CROSSWALK

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IF PROVIDED

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SEE NOTE 3

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SEE NOTE 3

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TYPE C PASSAGEWAY

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RAISED ISLAND

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TRAVELED WAY

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TRAVELED WAY

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SLOPE PASSAGEWAY

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SEE NOTE 3

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SEE NOTE 3

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SEE NOTE 3

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SIDEWALK

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CURB RAMP,

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SIDEWALK

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CURB RAMP,

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SEE NOTE 7

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TYPE A PASSAGEWAY

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RAISED ISLAND

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TRAVELED WAY

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TRAVELED WAY

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RAISED ISLAND

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SEE NOTE 3

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SEE NOTE 3

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SLOPE

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PASSAGEWAY

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TO DRAIN

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SIDEWALK

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CURB RAMP,

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SEE NOTE 7

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SIDEWALK

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CURB RAMP,

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SIDEWALK

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CASE CH CURB RAMP

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RETAINING CURB

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CURB TO MATCH

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RAMP SLOPE

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IF NECESSARY, CONSTRUCT RETAINING

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CURB AT EDGE OF SIDEWALK

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DETECTABLE WARNING

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SURFACE, SEE NOTE 2

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REQUIRED

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CURB

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CROSSWALK

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IF PROVIDED

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SIDEWALK

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CURB RAMP,

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SEE NOTE 7

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DETECTABLE

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WARNING

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SURFACE,

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SEE NOTE 2

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TRANSITION

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FROM FULL

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HEIGHT TO

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ZERO HEIGHT

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CURB

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SIDEWALK

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CURB RAMP,

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SEE NOTE 7

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CURB TO MATCH

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RAMP SLOPE

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DETECTABLE

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WARNING

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SURFACE,

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SEE NOTES 2

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AND 8

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DETECTABLE

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WARNING

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SURFACE,

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SEE NOTES 2

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AND 8

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DETECTABLE

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WARNING

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SURFACE,

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SEE NOTES 2

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AND 8

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2018 STANDARD PLAN A88B

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1. Sidewalk, ramp and passageway thickness, "T", shall be 31/2" minimum. Sidewalk, ramp and passageway thickness, "T", shall be 31/2" minimum. 2. For details of detectable warning surfaces, see Standard Plan A88A. For details of detectable warning surfaces, see Standard Plan A88A. 3. Where an island passageway length is greater than or equal to 6'-0", but Where an island passageway length is greater than or equal to 6'-0", but less than 8'-0", each detectable warning surface shall extend the full width and 2'-0" depth of the passageway length. Where an island passageway length is greater than or equal to 8'-0", each detectable warning surface shall extend the full width and 3'-0" depth of the passageway length. Detectable warning surfaces shall extend the full width of the island passageway except a maximum gap of 1 inch is allowed on each side of the passageway. 4. The adjacent surfaces at transitions at curb ramps to walks, gutters, and The adjacent surfaces at transitions at curb ramps to walks, gutters, and streets shall be at the same level. 5. Utility pull boxes, manholes, vaults and all other utility facilities within the Utility pull boxes, manholes, vaults and all other utility facilities within the boundaries of the curb ramp will be relocated or adjusted to grade by the owner prior to, or in conjunction with, curb ramp construction. 6. Detectable warning surface may have to be cut to allow removal of utility Detectable warning surface may have to be cut to allow removal of utility covers while maintaining detectable warning width and depth. 7. For additional curb ramp details, see Standard Plan A88A. For additional curb ramp details, see Standard Plan A88A. 8. The detectable warning surface will be a rectangle as shown at the face The detectable warning surface will be a rectangle as shown at the face of curb, unless modified in the Project Plans.

STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CURB RAMP AND ISLAND PASSAGEWAY DETAILS NO SCALE

FIELD BOOK:

DESIGN

CHECKED

DATE

DRAWN

VAULT NO.

SCALE

SHEET OF

809 Center Street, Room 201 Santa Cruz, CA 95060

REVISIONS

P U B L I C W O R K S D E P A R T M E N T

C I T

O F S A N T A C R

U Z

A L I F O R N

QUANTITY SHEET

UNSIGNALIZED CROSSING IMPROVEMENT PROJECT

HSIP CYCLE 11 & 12

DnC

07/21/26 NO SCALE

17 17

QUANTITY

DELAWARE

AVE -

BETHANY

CURVE

LAUREL ST -

BLACKBURN

KING ST -

PEYTON ST

BROADWAY -

PENNSYLVANIA

AVE

SEABRIGHT

AVE - LOGAN

HIGH ST -

CARDIFF PL

SOQUEL AVE -

POPLAR AVE

RRFB ASSEMBLY

Install (N) RRFB Solar Assembly EA 4 3 4 2 2 5 5

Install (N) RRFB Light Bar EA 4 4 4 4 4 4 5 Install (N) Pedestrian Push Button EA 4 3 4 2 2 5 5

Install Pull Box (Caltrans #3-1/2) EA 2 1 2 2 0 0 2

Install Conduit and Conductors LF 35 20 24 24 0 0 30

POSTS

Install (N) City Standard Post EA 2 0 1 2 2 6 2 Remove (E) City Standard Post EA 4 3 4 2 1 6 5 Install (N) Type 1B Post (4 In. NPS) EA 0 1 0 2 1 1 0 Install (N) Combined Push Button Post (2.5 In. NPS) EA 4 2 4 0 0 3 5 Install (N) Pedestrian Push Button Post (2.5 In. NPS) EA 2 1 2 2 0 0 2

SIGNS

Relocate (E) Sign EA 8 9 7 8 4 4 10 Remove (E) Sign EA 0 0 4 0 0 4 2 Install (N) N-5 (CA) Object Marker Sign (24" x 24") EA 0 0 0 0 0 1 0 Install (N) R10-25 Sign (5" x 7") EA 4 3 4 2 2 5 5

Install (N) W11-15 Sign (Ped/Bike Crossing) (30" x 30") EA 0 0 0 0 0 6 0

Install (N) W11-2 Sign (Ped. Crossing) (30" x 30") EA 2 0 0 0 2 0 0 Install (N) W16-7P(R) Sign (Directional Arrow) (30" x 18") EA 0 0 2 0 2 0 0 Install (N) W16-7P(L&R) Sign (Directional Arrow) (30" X 18") EA 0 0 0 0 0 2 1 Install (N) W16-9P Sign (Ahead) (30" x 18") EA 2 0 0 0 0 2 0

Install (N) R1-5 Sign (Yield Here) (24" x 24") EA 0 0 2 2 2 2 1

I A

E L

V I LIC

ACF FIL OR

NSEF IS O

ETA

I G E R

ETS

No. C 088069

EXP. 3/31/28

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