rfb 13292 Project Plans.pdf

PDF 4 MB Posted Jul 20, 2026

Attached to: RFB - TROY STREET
Solicitation number: BPM013292
Issued by: California

About this file

Written by GovTribe AI · Jul 21, 2026

This document contains project plans for RFB 13292 Troy Street, a California state and local contract opportunity. The file outlines the scope of work and detailed specifications for the Troy Street project, including site plans, engineering drawings, and construction requirements. The project plans establish the technical parameters and deliverables that prospective bidders must address in their proposals, serving as the foundation for the competitive bidding process.

The project plans document provides comprehensive design specifications and construction details necessary for bidders to develop accurate cost estimates and project timelines. The plans include detailed architectural and engineering drawings that define the physical scope of work, material specifications, and construction methodologies required for completion. Bidders are expected to review these plans thoroughly to understand all project requirements and submit responsive bids that fully address the outlined specifications and performance standards.

View the file

Other files

File	Type	Posted
plan_holder_list_ee018df1-f731-4181-8f48-910b3983b866.pdf	PDF	Jul 20, 2026
rfb 13292 Contract Documents.pdf	PDF	Jul 20, 2026
plan_holder_list_faea7d99-b06a-4adc-a465-24f2af5557b2.pdf	PDF	Jul 20, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

INDEX OF SHEETS

PLANS FOR

CONSTRUCTION OF

TROY STREET

SIDEWALK IMPROVEMENT

In the Vicinity of:

SPRING VALLEY

Length: 1100 LF

SAN DIEGO COUNTY

TITLE SHEET

GRI

DATEBY

DESIGNED

CHECKED

PLANS

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES98765

SHEETS

SCALE: HOR.

OFSHEET

W.A. R.S.

VERT.

COORDINATE INDEX

CONST. COMPL.

FIELD REVISIONS

BY APPROVEDREVISIONS DATE

43210-1

SIDEWALK IMPROVEMENTS

TROY STREET

Pa rv iz .A fr oo z@ sd co un ty .c a.

go v D ig ita lly s ig ne d by

P ar vi z.

A fr oo z@ sd co un ty

.c a.

go v

D at e:

:1 4:

-0

Rouya Rasoulzadeh Digitally signed by Rouya Rasoulzadeh Date: 2026.05.12 09:23:45 -07'00'

Samira Farahani Digitally signed by Samira Farahani Date: 2026.06.01 10:53:53 -07'00'

SamirM.Nuhaily@sdcou nty.ca.gov

Digitally signed by SamirM.Nuhaily@sdcounty.ca.gov Date: 2026.06.01 15:17:16 -07'00'

PROJECT STANDARD SPECIFICATIONS

PROJECT STANDARD PLANS

SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) 2022

SAN DIEGO COUNTY DESIGN STANDARDS (DS) OCT 2012

LEGEND

GENERAL NOTES AND REFERENCES

GRI

PERM WATER POLLUTION CONTROL BMP'S

ENVIRONMENTAL NOTES

DATEBY

DESIGNED

CHECKED

PLANS

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES98765

SHEETS

SCALE: HOR.

OFSHEET

W.A. R.S.

VERT.

COORDINATE INDEX

CONST. COMPL.

FIELD REVISIONS

BY APPROVEDREVISIONS DATE

43210-1

SIDEWALK IMPROVEMENTS

TROY STREET

CALTRANS STANDARD PLAN (CSP) 2024

CA MUTCD (2014 REV 9)

STRIPING & LEGEND NOTES

SIGN NOTES

AutoCAD SHX Text

CALTRANS STANDARD SPECIFICATIONS, 2015

AutoCAD SHX Text

CALTRANS STANDARD PLANS (CSP), 2024

AutoCAD SHX Text

XXX

AutoCAD SHX Text

XXX

AutoCAD SHX Text

CALTRANS STANDARD PLAN SHEET NUMBER

AutoCAD SHX Text

DETAIL NUMBER

AutoCAD SHX Text G-2

AutoCAD SHX Text

CURB AND GUTTER COMBINED TYPE G

AutoCAD SHX Text

DS-07

AutoCAD SHX Text G-27

AutoCAD SHX Text

ASPHALT CONCRETE DRIVEWAY

AutoCAD SHX Text

CURB RAMP-TYPE A

AutoCAD SHX Text

SAWCUT LINE

AutoCAD SHX Text

RSD

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

G-2, TYPE G

AutoCAD SHX Text

G-29, TYPE A

AutoCAD SHX Text

CURB AND GUTTER TYPE G

AutoCAD SHX Text

CURB RAMPS

AutoCAD SHX Text

EXIST. WATER LINE

AutoCAD SHX Text

ASPHALT CONCRETE DRIVEWAY

AutoCAD SHX Text

EXIST. FIRE HYDRANT

AutoCAD SHX Text

EXIST. WATER VALVE

AutoCAD SHX Text

EXIST. CATCH BASIN

AutoCAD SHX Text

EXIST. UTILITY POLE

AutoCAD SHX Text

EXIST. GAS VALVE

AutoCAD SHX Text

EXISTING GROUND SPOT ELEV.

AutoCAD SHX Text (259.0)

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

EXIST. STREET LIGHT

AutoCAD SHX Text

CENTERLINE

AutoCAD SHX Text W

AutoCAD SHX Text

EXIST. CURB AND GUTTER

AutoCAD SHX Text

EXIST. RIGHT-OF-WAY

AutoCAD SHX Text

EXIST. STORM DRAIN CULVERT

AutoCAD SHX Text

EXIST. AC DIKE

AutoCAD SHX Text

PROPOSED ELEV.

AutoCAD SHX Text 259.0

AutoCAD SHX Text

COLD PLANE AND OVERLAY

AutoCAD SHX Text G-14D

AutoCAD SHX Text

NEW PCC DRIVEWAY

AutoCAD SHX Text

CSP A87B, TYPE A

AutoCAD SHX Text

AC DIKE

AutoCAD SHX Text

NONE

AutoCAD SHX Text

NONE

AutoCAD SHX Text 1.

AutoCAD SHX Text

SITE DESIGN BMP'S

AutoCAD SHX Text

NONE

AutoCAD SHX Text 2.

AutoCAD SHX Text

SOURCE CONTROL BMP'S

AutoCAD SHX Text

NONE

AutoCAD SHX Text 3.

AutoCAD SHX Text

TREATMENT CONTROL BMP'S

AutoCAD SHX Text

NONE

AutoCAD SHX Text

PAVEMENT MARKERS & TRAFFIC LINES - TYPICAL DETAILS

AutoCAD SHX Text A20A

AutoCAD SHX Text A20B

AutoCAD SHX Text

PAVEMENT MARKERS & TRAFFIC LINES - TYPICAL DETAILS

AutoCAD SHX Text G-30

AutoCAD SHX Text

TRUNCATED DOME

AutoCAD SHX Text G-32A

AutoCAD SHX Text

GENERAL NOTES FOR CURB RAMPS

AutoCAD SHX Text G-14D

AutoCAD SHX Text

CONCRETE DRIVEWAY

AutoCAD SHX Text G-7

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

EXIST. GAS LINE

AutoCAD SHX Text G

AutoCAD SHX Text

EXIST. SEWER LINE

AutoCAD SHX Text S

AutoCAD SHX Text R/W

AutoCAD SHX Text G-7

AutoCAD SHX Text

DS-07

AutoCAD SHX Text Keep vehicles and construction equipment confined to roads to avoid impact to vegetation.

AutoCAD SHX Text Staging areas and access routes must be limited to the roadway and existing disturbed areas or existing dirt paths.

AutoCAD SHX Text A monitoring program implemented by the excavation/grading contractor will be required. Equipment operators and others involved in the excavation should watch for fossils during the normal course of their duties. If a fossil or fossil assemblage of greater than twelve inches in any dimension is encountered during excavation, all excavation operations in the area where the fossil or fossil assemblage was found shall be suspended immediately, the Resident Engineer shall contact ESU.

AutoCAD SHX Text No tree or vegetation removal or trimming is allowed without prior ESU site visit and authorization.

AutoCAD SHX Text If construction must be performed during the bird breeding season (Jan 15-Sep 15), a pre-construction bird survey must be completed prior to any construction work. The Regional Engineer must notify ESU at least 10 days prior to construction, so ESU can conduct a nesting bird survey.

AutoCAD SHX Text Dumping of any surplus material or removed material is prohibited. At the direction of the Resident Engineer, the contractor may use the surplus excavated material to fill in low areas along the shoulder to achieve a 10 to 1 slope if feasible. Fill areas shall be compacted per Standard.

AutoCAD SHX Text

ABBREVIATION DESCRIPTION

AutoCAD SHX Text AC ASPHALT CONCRETE ASPHALT CONCRETE AB AGGREGATE BASE AGGREGATE BASE CL CENTERLINE CENTERLINE CSP CALTRANS STANDARD PLANS CALTRANS STANDARD PLANS EX.,EXIST EXISTING EXISTING FL FLOWLINE FLOWLINE HMA HOT MIX ASPHALT HOT MIX ASPHALT L LEFT LEFT LN LANE LANE NO. NUMBER NUMBER NTS NOT TO SCALE NOT TO SCALE PCC PORTLAND CONCRETE CEMENT PORTLAND CONCRETE CEMENT PL PROPERTY LINE PROPERTY LINE PP POWER POLE POWER POLE PROP PROPOSED PROPOSED R RIGHT RIGHT RD ROAD ROAD R.S. RECORD OF SURVEY RECORD OF SURVEY RSP CALTRANS REVISED STANDARD PLANS CALTRANS REVISED STANDARD PLANS R/W RIGHT OF WAY RIGHT OF WAY SDRSD SAN DIEGO REGIONAL STANDARD DRAWINGS SAN DIEGO REGIONAL STANDARD DRAWINGS ST STREET STREET STA STATION STATION SR STATE ROUTE STATE ROUTE TC TOP OF CURB TOP OF CURB VAR VARIESVARIES

AutoCAD SHX Text

DS-01

AutoCAD SHX Text

TYPICAL ROADWAY SECTIONS

AutoCAD SHX Text

EXISTING 6' WOOD FENCE

AutoCAD SHX Text

EXISTING 3' CHAINLINK FENCE

AutoCAD SHX Text

SLURRY SEAL

AutoCAD SHX Text

DS-01

AutoCAD SHX Text

TYPICAL ROADWAY SECTION

AutoCAD SHX Text If nesting birds are discovered, construction may be delayed in the area, or an avoidance area buffer may be established until the nest is no longer in use.

AutoCAD SHX Text ESU to provide seed mix plate palate if hydroseeding is needed

AutoCAD SHX Text

AutoCAD SHX Text 1027507

AutoCAD SHX Text 2/1/26

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text No.

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text F

AutoCAD SHX Text L

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text O

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text N

AutoCAD SHX Text

DATE

AutoCAD SHX Text Hasib S. Baha

AutoCAD SHX Text C 59385

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

COUNTY OF SAN DIEGO

AutoCAD SHX Text

5510 OVERLAND AVE., SUITE 320

AutoCAD SHX Text

SAN DIEGO, CA 92123-1295

AutoCAD SHX Text

(858) 694-2830

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

AutoCAD SHX Text 2/1/26

AutoCAD SHX Text 00762

AutoCAD SHX Text

RS5

AutoCAD SHX Text

ROADSIDE SIGN PSST POST TYPICAL INSTALLATION DET. 1

AutoCAD SHX Text

RS6

AutoCAD SHX Text

ROADSIDE SIGN PSST POST TYPICAL INSTALLATION DET. 2

AutoCAD SHX Text A87B

AutoCAD SHX Text

HOT MIX ASPHALT DIKE

AutoCAD SHX Text

EXISTING TREE/SHRUB

AutoCAD SHX Text

BIKE

AutoCAD SHX Text

LANE

AutoCAD SHX Text R7-9A

AutoCAD SHX Text Portions of this project are above an underground wetland channel. Please be cautious with excavation in these areas to not excavate into depths that have not already been disturbed.

AutoCAD SHX Text

EXISTING SEWER MANHOLE

AutoCAD SHX Text S

AutoCAD SHX Text

BIKE LANE SYMBOL WITH PERSON

AutoCAD SHX Text CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF ALL TRAFFIC STRIPES, PAVEMENT MARKINGS, ANDPAVEMENT MARKERS OBLITERATED BY THE CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL CONFLICTING AND REDUNDANT TRAFFIC STRIPES, PAVEMENT MARKINGS, AND PAVEMENT MARKERS IN THIS PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL NEW TRAFFIC STRIPES, PAVEMENT MARKINGS, AND PAVEMENT MARKERS FOR THIS PROJECT.

AutoCAD SHX Text INSTALLATION OF THERMOPLASTIC TRAFFIC STRIPES AND THERMOPLASTIC PAVEMENT MARKINGS SHALL CONFORM TO SECTION 84-1, "GENERAL" and 84-2, "TRAFFIC STRIPES AND PAVEMENT MARKINGS", OF THE MOST CURRENT CALTRANS STANDARD SPECIFICATIONS AND THE FOLLOWING:

AutoCAD SHX Text CONTROL OF THE ALIGNMENT AND LAYOUT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SUBJECT TO APPROVAL BY THE ENGINEER. TRAFFIC STRIPES SHALL BE REMOVED BY SANDBLASTING/GRINDING AND THEN SAND SEALED. CONTRACTOR TO PROVIDE AND INSTALL PAVEMENT MARKERS.

AutoCAD SHX Text SECTION 84-2.02, "MATERIALS", OF THE STANDARD SPECIFICATIONS IS AMENDED TO READ: THERMOPLASTIC MATERIAL SHALL BE FREE OF LEAD AND CHROMIUM, AND SHALL CONFIRM TO THE REQUIREMENTS IN STATE SPECIFICATIONS PTH-02SPRAY, PTH-02HYDRO, OR PTH-02ALKYD.

AutoCAD SHX Text FOR EACH BATCH OF THERMOPLASTIC MATERIAL FOR TRAFFIC STRIPES AND PAVEMENT MARKINGS, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER: 1. CERTIFICATE OF COMPLIANCE UNDER SECTIONS 6-2.03C, "CERTIFICATES OF CERTIFICATE OF COMPLIANCE UNDER SECTIONS 6-2.03C, "CERTIFICATES OF COMPLIANCE," OF THE STANDARD SPECIFICATIONS 2. DEPARTMENT'S MATERIALS ENGINEERING AND TESTING SERVICES DEPARTMENT'S MATERIALS ENGINEERING AND TESTING SERVICES NOTIFICATION LETTER STATING THAT THE MATERIAL IS APPROVED FOR USE 3. MATERIAL SAFETY DATA SHEETMATERIAL SAFETY DATA SHEET

AutoCAD SHX Text

GLASS BEADS MAY BE APPLIED BY HAND ON THERMOPLASTIC PAVEMENT MARKINGS.

AutoCAD SHX Text THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE FREE OF RUNS, BUBBLES, CRATERS, DRAG MARKS, STRETCH MARKS, AND DEBRIS.

AutoCAD SHX Text THIS SURFACE OF THE THERMOPLASTIC MATERIAL UP APPLICATION SHALL PROVIDE A MINIMUM SKID RESISTANCE VALUE OF 60BPN WHEN TESTED ACCORDING TO ASTM E 303. DOCUMENTATION DETAILING MANUFACTURER'S MINIMUM SKID RESISTANCE FOR PERFORMED THERMOPLASTIC MATERIAL SHALL BE PROVIDED TO THE ENGINEER PRIOR TO COMMENCEMENT OF TRAFFIC STRIPES AND PAVEMENT MARKING OPERATIONS.

AutoCAD SHX Text PAVEMENT MARKER SHALL CONFORM TO SECTION 81-3, "PAVEMENT MARKERS," OF THE MOST CURRENT CALTRANS STANDARD SPECIFICATIONS, AND THE FOLLOWING PROVISIONS: PAVEMENT MARKER HEIGHT SHALL BE 0.70-INCH MINIMUM. "LOW PROFILE" TYPE MARKERS WILL NOT BE ACCEPTABLE.

AutoCAD SHX Text ALL SIGNS SHALL BE MADE IWTH ALUMINIUM SIGN PANELS WITH TYPE IV OR BETTER (AT LEAST HIGH INTENSITY PRISMATIC) RETROREFLECTIVE SHEETING IN CONFORMANCE WITH SECTION 82, "SIGN AND MARKINGS" OF THE MOST UCRRENT CALTRANS STANDARD SPECIFICATIONS WITH THE EXCEPTION OF SECTION 82-2.02A, PART 1.

AutoCAD SHX Text UNLESS SPECIFICALLY NOTED ON THE PLAN, ALL SIGNS SHALL BE MOUNTED SO THAT THE BOTTOM OF THE SIGN IS 7' ABOVE THE SURROUNDING GROUND SURFACE. ROADSIDE SIGNS SHALL NOT HANG OVER THE ROADWAY. SIGN PLACEMENT SHALL COMPLY WITH RS1 OF THE MOST CURRENT CALTRANS STANDARD PLANS.

AutoCAD SHX Text SIGN POSTS SHALL BE 4"X4" UNTREATED WOOD PER SECTION 82-3, "ROADSIDE SIGNS OF THE MOST CURRENT CALTRANS STANDARD SPECIFICATIONS. SIGN POSTS SHALL BE PLACED SO THAT THEY COMPLY WITH ADA REQUIREMENTS. SIGN POST SHALL BE PLACED IN COMPACTED NATIVE SOIL PER RS2 OF THE MOST CURRENT CALTRANS STANDARD PLANS. IT IS PREFERRED THAT SIGNS BE INSTALLED BEHIND SIDEWALKS, BUT IF SIGN POSTS ARE TO BE INSTALLED IN CONCRETE SIDEWALKS, THEN A 1' x 1' SQUARE, 1/2-INCH DEEP JOINT OF SAWCUT SHALL BE PLACED AROUND THE SIGN POST IN THE SIDEWALK. SIGNS SHALL BE MOUNTED ON SIGN POSTS USING SIGN PANEL FASTENING HARDWARE PER RS2 OF THE MOST CURRENT CALTRANS STANDARD PLANS, SECTION 82-3, " ROADSIDE SIGNS OF THE MOST CURRENT CALTRANS STANDARD SPECIFICATIONS, AND AS SPECIFIED BY THE SIGN FILM MANUFACTURER.

AutoCAD SHX Text A20C

AutoCAD SHX Text

PAVEMENT MARKERS & TRAFFIC LINES - TYPICAL DETAILS

AutoCAD SHX Text A20D

AutoCAD SHX Text

PAVEMENT MARKERS & TRAFFIC LINES - TYPICAL DETAILS

AutoCAD SHX Text

PAVEMENT MARKINGS - CROSSWALK

AutoCAD SHX Text A24F

AutoCAD SHX Text

PAVEMENT MARKINGS - BIKE LANE SYMBOL

AutoCAD SHX Text A24C

TYPICAL SECTIONS

GRI 424

DATEBY

DESIGNED

CHECKED

PLANS

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES98765

SHEETS

SCALE: HOR.

OFSHEET

W.A. R.S.

VERT.

COORDINATE INDEX

CONST. COMPL.

FIELD REVISIONS

BY APPROVEDREVISIONS DATE

43210-1

SIDEWALK IMPROVEMENTS

TROY STREET

AutoCAD SHX Text

NOTES

AutoCAD SHX Text

2" PLANE AND OVERLAY

AutoCAD SHX Text

4" SIDEWALK PER SDRSD G-7

AutoCAD SHX Text

CURB AND GUTTER TYPE G PER SDRSD G-2, 6" CLASS II BASE

AutoCAD SHX Text

AutoCAD SHX Text REMOVE AND REPLACE 4" HMA (AC) OVER 9.0" CLASS ll AB

AutoCAD SHX Text

REFER TO REQUIREMENTS OF DS-01

AutoCAD SHX Text

NONE

AutoCAD SHX Text

NONE

AutoCAD SHX Text

AutoCAD SHX Text 1027507

AutoCAD SHX Text 2/1/26

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text No.

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text F

AutoCAD SHX Text L

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text O

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text N

AutoCAD SHX Text

DATE

AutoCAD SHX Text Hasib S. Baha

AutoCAD SHX Text C 59385

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

COUNTY OF SAN DIEGO

AutoCAD SHX Text

5510 OVERLAND AVE., SUITE 320

AutoCAD SHX Text

SAN DIEGO, CA 92123-1295

AutoCAD SHX Text

(858) 694-2830

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

AutoCAD SHX Text 2/1/26

AutoCAD SHX Text 00762

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

STATION 12+00.00 TO 23+00.00

AutoCAD SHX Text

TROY STREET - TYPICAL SECTION

AutoCAD SHX Text

- DENOTES ELEVATION ON PROFILE

AutoCAD SHX Text

RS 0762

AutoCAD SHX Text

CENTERLINE

AutoCAD SHX Text

TROY STREET

AutoCAD SHX Text

2%%% MAX

AutoCAD SHX Text 0.5'

AutoCAD SHX Text

PER

AutoCAD SHX Text

AutoCAD SHX Text 2:1 Max

AutoCAD SHX Text R/W

AutoCAD SHX Text 60'

AutoCAD SHX Text

VARIES'

AutoCAD SHX Text

AutoCAD SHX Text R/W

AutoCAD SHX Text 30'

AutoCAD SHX Text 7'

AutoCAD SHX Text 23'

AutoCAD SHX Text C/L

AutoCAD SHX Text 5.5'

AutoCAD SHX Text

PLAN

AutoCAD SHX Text 17'

AutoCAD SHX Text

SLURRY SEAL

AutoCAD SHX Text

BOTTOM

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

MONOLITHIC CURB

AutoCAD SHX Text

ANGLED END

AutoCAD SHX Text

TOP

AutoCAD SHX Text

ROUNDED

AutoCAD SHX Text

ROUNDED

AutoCAD SHX Text 1:1

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

AT MONOLITHIC CURB DRIVEWAY WING

AutoCAD SHX Text

WING

AutoCAD SHX Text

ANGLED END

AutoCAD SHX Text

(SIDEWALK)

AutoCAD SHX Text

(DRIVEWAY)

AutoCAD SHX Text

NOTE A

AutoCAD SHX Text 6"

AutoCAD SHX Text

SAWCUT (PER PLAN)

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

( MODIFIED SDRSD G-O5 )

AutoCAD SHX Text

DIKE TYPE A

AutoCAD SHX Text

NOTES

AutoCAD SHX Text A) EXTEND TOP LAYER OF HMA(AC) UNDER THE DIKE WITH EXTEND TOP LAYER OF HMA(AC) UNDER THE DIKE WITH NO JOINT AT THE FL.

AutoCAD SHX Text

TYPE A

AutoCAD SHX Text

SEE TYPICAL SECTION

AutoCAD SHX Text

NOTE B

AutoCAD SHX Text

( SEE SDRSD G-14D )

AutoCAD SHX Text B) SEE TYPICAL SECTION FOR HMA(AC) AND BASE DEPTHS.SEE TYPICAL SECTION FOR HMA(AC) AND BASE DEPTHS.

AutoCAD SHX Text

BIKE LANE STRIPE

AutoCAD SHX Text

ALIGNMENT DATA

CONSTRUCTION NOTES:

PLAN AND PROFILE

GRI

DATEBY

DESIGNED

CHECKED

PLANS

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES98765

SHEETS

SCALE: HOR.

OFSHEET

W.A. R.S.

VERT.

COORDINATE INDEX

CONST. COMPL.

FIELD REVISIONS

BY APPROVEDREVISIONS DATE

43210-1

SIDEWALK IMPROVEMENTS

TROY STREET

CONSTRUCTION NOTES

AutoCAD SHX Text 503-273-47

AutoCAD SHX Text 503-273-46

AutoCAD SHX Text 503-273-45

AutoCAD SHX Text

POST

AutoCAD SHX Text

AutoCAD SHX Text 1.5'

AutoCAD SHX Text 5.5'

AutoCAD SHX Text 3'

AutoCAD SHX Text R/W

AutoCAD SHX Text 15.8'

AutoCAD SHX Text 21.5'

AutoCAD SHX Text

FENCE & POST

AutoCAD SHX Text

AutoCAD SHX Text R/W

AutoCAD SHX Text

AutoCAD SHX Text 5'

AutoCAD SHX Text 11'

AutoCAD SHX Text

AutoCAD SHX Text 503-273-44

AutoCAD SHX Text

AutoCAD SHX Text R/W

AutoCAD SHX Text

SEE SHT 11 FOR NEW CROSSWALK

AutoCAD SHX Text

BIKE DASH LANE

AutoCAD SHX Text

TWO WAY STRIPE

AutoCAD SHX Text

FENCE/POST

AutoCAD SHX Text

EDGE OF SLURRY SEAL

AutoCAD SHX Text L4

AutoCAD SHX Text L3

AutoCAD SHX Text C2

AutoCAD SHX Text L2

AutoCAD SHX Text C1

AutoCAD SHX Text L1

AutoCAD SHX Text

EXITING TWO WAY STRIPE

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text L1

AutoCAD SHX Text C1

AutoCAD SHX Text L2

AutoCAD SHX Text C2

AutoCAD SHX Text L3

AutoCAD SHX Text L4

AutoCAD SHX Text

BEARING/DELTA

AutoCAD SHX Text S5°51'30"W

AutoCAD SHX Text 5°51'30"

AutoCAD SHX Text S0°00'00"W

AutoCAD SHX Text 89°28'29"

AutoCAD SHX Text S89°28'29"E

AutoCAD SHX Text

RADIUS

AutoCAD SHX Text 42.63'

AutoCAD SHX Text 30.00'

AutoCAD SHX Text

LENGTH

AutoCAD SHX Text 7.87'

AutoCAD SHX Text 4.36'

AutoCAD SHX Text 3.27'

AutoCAD SHX Text 46.84'

AutoCAD SHX Text 86.05'

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

SW24-3 (E)

AutoCAD SHX Text

4" PCC SIDEWALK 5-1/2" RES. DWY 7-1/2" COM. DWY

AutoCAD SHX Text

NAD 83

AutoCAD SHX Text

CALIFORNIA COORDINATE SYSTEM ZONE 6

AutoCAD SHX Text

SCALE: 1"=10'

AutoCAD SHX Text

TROY STREET PLAN VIEW

AutoCAD SHX Text

SCALE: HORIZ 1"=10' VERT 1"=4'

AutoCAD SHX Text

TROY STREET TOP OF CURB PROFILE

AutoCAD SHX Text

6" AC DRIVEWAY

AutoCAD SHX Text

AutoCAD SHX Text 13+00

AutoCAD SHX Text 12+50

AutoCAD SHX Text 13+50

AutoCAD SHX Text 14+00

AutoCAD SHX Text

4" HMA (AC) OVER 9" CLASS II AB

AutoCAD SHX Text

2" COLD PLANE AND OVERLAY

AutoCAD SHX Text

CONSTRUCT TYPE G CURB AND GUTTER PER SDRSD G-02

AutoCAD SHX Text

PROTECT IN PLACE

AutoCAD SHX Text

CONSTRUCT 4" SIDEWALK PER SDRSD G-07

AutoCAD SHX Text

CONSTRUCT COMMERCIAL DRIVEWAY PER SDRSD G-14D

AutoCAD SHX Text

REMOVE AND REPLACE 6" AC DRIVEWAY PER DS-07

AutoCAD SHX Text

TROY STREET

AutoCAD SHX Text

CENTRAL AVE

AutoCAD SHX Text

AutoCAD SHX Text 1"=10'

AutoCAD SHX Text 1"=4'

AutoCAD SHX Text

AutoCAD SHX Text 1027507

AutoCAD SHX Text 2/1/26

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text No.

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text F

AutoCAD SHX Text L

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text O

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text N

AutoCAD SHX Text

DATE

AutoCAD SHX Text Hasib S. Baha

AutoCAD SHX Text C 59385

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

COUNTY OF SAN DIEGO

AutoCAD SHX Text

5510 OVERLAND AVE., SUITE 320

AutoCAD SHX Text

SAN DIEGO, CA 92123-1295

AutoCAD SHX Text

(858) 694-2830

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

AutoCAD SHX Text 2/1/26

AutoCAD SHX Text 00762

AutoCAD SHX Text

MATCH LINE STA 14+00.00 SEE SHEET 5

AutoCAD SHX Text

MATCH LINE STA 14+00.00 SEE SHEET 5

AutoCAD SHX Text

AutoCAD SHX Text 12+00

AutoCAD SHX Text

SLURRY SEAL TYPE II

AutoCAD SHX Text

EX. GRADE @ LEFT TOP OF CURB

AutoCAD SHX Text

LEFT TOP OF CURB

AutoCAD SHX Text

EXISTING GRADE @ CENTERLINE

AutoCAD SHX Text

RS 762

AutoCAD SHX Text

SEE SHEET 11

AutoCAD SHX Text 15'

AutoCAD SHX Text

REMOVE EXISTING PAVEMENT MARKINGS SYMBOL

AutoCAD SHX Text

AutoCAD SHX Text 0.5'

AutoCAD SHX Text

CALTRANS STANDARD PLAN A20B, DETAIL 32

AutoCAD SHX Text

REMOVE AND INSTALL ONE SIDE

AutoCAD SHX Text Utility meter boxes located in a driveway to be traffic rated.

AutoCAD SHX Text Concrete driveway shall not be monolithic poured; curb, gutters, and wing walls to be poured separately.

AutoCAD SHX Text

MONOLITHIC CURB PER G14-D

AutoCAD SHX Text

CONSTRUCT CURB RAMP SEE SHEET 11

AutoCAD SHX Text

CONSTRUCT CURB AND GUTTER

AutoCAD SHX Text

TO ROLLED CURB TRANSITION SDRSD G-04B

AutoCAD SHX Text

SEE SHEET 11

AutoCAD SHX Text 6'

AutoCAD SHX Text

(162 LF THIS SHEET)

AutoCAD SHX Text

(162 LF THIS SHEET)

AutoCAD SHX Text

OF THE TWO-WAY LEFT TURN LANE PER

AutoCAD SHX Text

CALTRANS STANDARD PLAN A20D, DETAIL 39A

AutoCAD SHX Text

REMOVE AND INSTALL BIKE DASH LANE

AutoCAD SHX Text

TROY STREET

AutoCAD SHX Text 250'

AutoCAD SHX Text

REMOVE EXISTING SIGN

AutoCAD SHX Text

AutoCAD SHX Text 50'

50'

PLAN AND PROFILE

GRI

DATEBY

DESIGNED

CHECKED

PLANS

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES98765

SHEETS

SCALE: HOR.

OFSHEET

W.A. R.S.

VERT.

COORDINATE INDEX

CONST. COMPL.

FIELD REVISIONS

BY APPROVEDREVISIONS DATE

43210-1

SIDEWALK IMPROVEMENTS

TROY STREET

AutoCAD SHX Text

FENCE

AutoCAD SHX Text R/W

AutoCAD SHX Text

AutoCAD SHX Text R/W

AutoCAD SHX Text

GATE

AutoCAD SHX Text 1.5'

AutoCAD SHX Text 5.5'

AutoCAD SHX Text 3'

AutoCAD SHX Text 15.6'

AutoCAD SHX Text 21.2'

AutoCAD SHX Text 5'

AutoCAD SHX Text 11'

AutoCAD SHX Text 2'

AutoCAD SHX Text

MATCH EXISTING

AutoCAD SHX Text

SW24-3

AutoCAD SHX Text 503-273-43

AutoCAD SHX Text 503-273-42

AutoCAD SHX Text 503-273-41

AutoCAD SHX Text R7-9A

AutoCAD SHX Text

AutoCAD SHX Text 5.5'

AutoCAD SHX Text 5'

AutoCAD SHX Text

POST

AutoCAD SHX Text

FENCE

AutoCAD SHX Text 4'

AutoCAD SHX Text R/W

AutoCAD SHX Text 5.5'

AutoCAD SHX Text

FENCE & POST

AutoCAD SHX Text

CURB

AutoCAD SHX Text

CURB

AutoCAD SHX Text 5'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 2'

AutoCAD SHX Text 11'

AutoCAD SHX Text 5'

AutoCAD SHX Text 9'

AutoCAD SHX Text 0.5'

AutoCAD SHX Text COORDINATE WITH PROPERTY OWNER FOR ADJUSTMENT OF TRACK FOR SLIDING GATE THAT IS WITHIN THE COUNTY ROW. GRADING MAY BE NEEDED BEYOND WALL UP TO ROW.

AutoCAD SHX Text

WALL

AutoCAD SHX Text

WALL

AutoCAD SHX Text

EXITING TWO WAY STRIPE

AutoCAD SHX Text L8

AutoCAD SHX Text L7

AutoCAD SHX Text L6

AutoCAD SHX Text L5

AutoCAD SHX Text

BIKE LANE

AutoCAD SHX Text

TWO WAY STRIPE

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text

BEARING/DELTA

AutoCAD SHX Text

RADIUS

AutoCAD SHX Text

LENGTH

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

4" PCC SIDEWALK 5-1/2" RES. DWY 7-1/2" COM. DWY

AutoCAD SHX Text

NAD 83

AutoCAD SHX Text

CALIFORNIA COORDINATE SYSTEM ZONE 6

AutoCAD SHX Text

SCALE: 1"=10'

AutoCAD SHX Text

TROY STREET PLAN VIEW

AutoCAD SHX Text

SCALE: HORIZ 1"=10' VERT 1"=4'

AutoCAD SHX Text

TROY STREET TOP OF CURB PROFILE

AutoCAD SHX Text

6" AC DRIVEWAY

AutoCAD SHX Text

AutoCAD SHX Text 15+00

AutoCAD SHX Text 14+50

AutoCAD SHX Text

EX. GRADE @ LEFT TOP OF CURB

AutoCAD SHX Text

LEFT TOP OF CURB

AutoCAD SHX Text

EXISTING GRADE @ CENTERLINE

AutoCAD SHX Text

RS 762

AutoCAD SHX Text

MATCH LINE STA 16+50.00 SEE SHEET 6

AutoCAD SHX Text 15+50

AutoCAD SHX Text

4" HMA (AC) OVER 9" CLASS II AB

AutoCAD SHX Text

2" COLD PLANE AND OVERLAY

AutoCAD SHX Text

TROY STREET

AutoCAD SHX Text

AutoCAD SHX Text 1"=10'

AutoCAD SHX Text 1"=4'

AutoCAD SHX Text

AutoCAD SHX Text 1027507

AutoCAD SHX Text 2/1/26

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text No.

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text F

AutoCAD SHX Text L

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text O

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text N

AutoCAD SHX Text

DATE

AutoCAD SHX Text Hasib S. Baha

AutoCAD SHX Text C 59385

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

COUNTY OF SAN DIEGO

AutoCAD SHX Text

5510 OVERLAND AVE., SUITE 320

AutoCAD SHX Text

SAN DIEGO, CA 92123-1295

AutoCAD SHX Text

(858) 694-2830

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

AutoCAD SHX Text 2/1/26

AutoCAD SHX Text 00762

AutoCAD SHX Text

MATCH LINE STA 16+50.00 SEE SHEET 6

AutoCAD SHX Text

MATCH LINE STA 14+00.00 SEE SHEET 4

AutoCAD SHX Text

MATCH LINE STA 14+00.00 SEE SHEET 4

AutoCAD SHX Text

CONSTRUCT TYPE G CURB AND GUTTER PER SDRSD G-02

AutoCAD SHX Text

PROTECT IN PLACE

AutoCAD SHX Text

CONSTRUCT 4" SIDEWALK PER SDRSD G-07

AutoCAD SHX Text

CONSTRUCT COMMERCIAL DRIVEWAY PER SDRSD G-14D

AutoCAD SHX Text

REMOVE AND REPLACE AC DRIVEWAY PER DS-07

AutoCAD SHX Text

AutoCAD SHX Text 16+00

AutoCAD SHX Text 16+50

AutoCAD SHX Text 14+50

AutoCAD SHX Text 14+00

AutoCAD SHX Text

SLURRY SEAL TYPE II

AutoCAD SHX Text

REMOVE AND INSTALL 5' WIDE BIKE LANE LINE

AutoCAD SHX Text

CALTRANS STANDARD PLAN A20D, DETAIL 39

AutoCAD SHX Text

REMOVE EXISTING PAVEMENT MARKINGS SYMBOL

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text

REMOVE EXISTING SIGN AND INSTALL NEW SIGN

AutoCAD SHX Text

CALTRANS STANDARD PLAN RS5/RS6

AutoCAD SHX Text

REMOVE EXISTING SIGN

AutoCAD SHX Text

CA MUTCD SIGN# PER PLAN

AutoCAD SHX Text

AutoCAD SHX Text DUE TO THE CLOSE PROXIMITY OF WETLANDS, ENSURE PROPER BMP'S ARE INSTALLED. BE EXTRA CAREFUL WHEN EXCAVATING. DO NOT EXCAVATE INTO DEPTHS THAT HAVE NOT BEEN PREVIOUSLY DISTURBED.

AutoCAD SHX Text

MONOLITHIC CURB PER G14-D

AutoCAD SHX Text

AutoCAD SHX Text 5'

AutoCAD SHX Text 6.5'

AutoCAD SHX Text 5'

AutoCAD SHX Text

6" CONCRETE CURB PER G-01

AutoCAD SHX Text

REMOVE AC

AutoCAD SHX Text

MATCH EXISTING

AutoCAD SHX Text

REMOVE AC DIKE

AutoCAD SHX Text

INSTALL AC DIKE TYPE A

AutoCAD SHX Text

AutoCAD SHX Text 0.5'

AutoCAD SHX Text

(210 LF THIS SHEET)

AutoCAD SHX Text

CALTRANS STANDARD PLAN A20B, DETAIL 32

AutoCAD SHX Text

REMOVE AND INSTALL ONE SIDE

AutoCAD SHX Text

(250 LF THIS SHEET)

AutoCAD SHX Text

OF THE TWO-WAY LEFT TURN LANE PER

AutoCAD SHX Text

CALTRANS STANDARD PLAN A20D, DETAIL 39A

AutoCAD SHX Text

REMOVE AND INSTALL BIKE DASH LANE

(40 LF THIS SHEET)

PLAN AND PROFILE

GRI

DATEBY

DESIGNED

CHECKED

PLANS

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES98765

SHEETS

SCALE: HOR.

OFSHEET

W.A. R.S.

VERT.

COORDINATE INDEX

CONST. COMPL.

FIELD REVISIONS

BY APPROVEDREVISIONS DATE

43210-1

SIDEWALK IMPROVEMENTS

TROY STREET

AutoCAD SHX Text

AutoCAD SHX Text 5'

AutoCAD SHX Text

AutoCAD SHX Text 1.5'

AutoCAD SHX Text 2'

AutoCAD SHX Text 5'

AutoCAD SHX Text 11'

AutoCAD SHX Text

AutoCAD SHX Text R7-9A

AutoCAD SHX Text

AutoCAD SHX Text 503-273-40

AutoCAD SHX Text 503-273-41

AutoCAD SHX Text 503-273-39

AutoCAD SHX Text

AutoCAD SHX Text 5'

AutoCAD SHX Text 6'

AutoCAD SHX Text 5.5'

AutoCAD SHX Text 6'

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

POST/FENCE

AutoCAD SHX Text

ROE

AutoCAD SHX Text

ROE

AutoCAD SHX Text

ROE

AutoCAD SHX Text

ROE

AutoCAD SHX Text

ROE

AutoCAD SHX Text

ROE

AutoCAD SHX Text 5'

AutoCAD SHX Text 11'

AutoCAD SHX Text 0.5'

AutoCAD SHX Text 4'

AutoCAD SHX Text

BIKE LANE

AutoCAD SHX Text

TWO WAY STRIPE

AutoCAD SHX Text

EXITING TWO WAY STRIPE

AutoCAD SHX Text L10

AutoCAD SHX Text L9

AutoCAD SHX Text

AutoCAD SHX Text L9

AutoCAD SHX Text L10

AutoCAD SHX Text S89°35'21"E

AutoCAD SHX Text 130.71'

AutoCAD SHX Text

4" PCC SIDEWALK 5-1/2" RES. DWY 7-1/2" COM. DWY

AutoCAD SHX Text

NAD 83

AutoCAD SHX Text

CALIFORNIA COORDINATE SYSTEM ZONE 6

AutoCAD SHX Text

SCALE: 1"=10'

AutoCAD SHX Text

SCALE: HORIZ 1"=10' VERT 1"=4'

AutoCAD SHX Text

TROY STREET TOP OF CURB PROFILE

AutoCAD SHX Text

6" AC DRIVEWAY

AutoCAD SHX Text

AutoCAD SHX Text 18+00

AutoCAD SHX Text 17+50

AutoCAD SHX Text

EX. GRADE @ LEFT TOP OF CURB

AutoCAD SHX Text

LEFT TOP OF CURB

AutoCAD SHX Text

EXISTING GRADE @ CENTERLINE

AutoCAD SHX Text

RS 762

AutoCAD SHX Text 18+50

AutoCAD SHX Text 19+00

AutoCAD SHX Text

4" HMA (AC) OVER 9" CLASS II AB

AutoCAD SHX Text

2" COLD PLANE AND OVERLAY

AutoCAD SHX Text

TROY STREET

AutoCAD SHX Text

AutoCAD SHX Text 1"=10'

AutoCAD SHX Text 1"=4'

AutoCAD SHX Text

AutoCAD SHX Text 1027507

AutoCAD SHX Text 2/1/26

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text No.

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text F

AutoCAD SHX Text L

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text O

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text N

AutoCAD SHX Text

DATE

AutoCAD SHX Text Hasib S. Baha

AutoCAD SHX Text C 59385

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

COUNTY OF SAN DIEGO

AutoCAD SHX Text

5510 OVERLAND AVE., SUITE 320

AutoCAD SHX Text

SAN DIEGO, CA 92123-1295

AutoCAD SHX Text

(858) 694-2830

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

AutoCAD SHX Text 2/1/26

AutoCAD SHX Text 00762

AutoCAD SHX Text 17+00

AutoCAD SHX Text

MATCH LINE STA 19+00.00 SEE SHEET 7

AutoCAD SHX Text

MATCH LINE STA 16+50.00 SEE SHEET 5

AutoCAD SHX Text

MATCH LINE STA 16+50.00 SEE SHEET 5

AutoCAD SHX Text

CONSTRUCT TYPE G CURB AND GUTTER PER SDRSD G-02

AutoCAD SHX Text

PROTECT IN PLACE

AutoCAD SHX Text

CONSTRUCT 4" SIDEWALK PER SDRSD G-07

AutoCAD SHX Text

CONSTRUCT COMMERCIAL DRIVEWAY PER SDRSD G-14D

AutoCAD SHX Text

REMOVE AND REPLACE AC DRIVEWAY PER DS-07

AutoCAD SHX Text

SLURRY SEAL TYPE II

AutoCAD SHX Text

CONSTRUCT RESIDENTIAL DRIVEWAY PER SDRSD G-14D

AutoCAD SHX Text

TROY STREET PLAN VIEW

AutoCAD SHX Text

MATCH LINE STA 19+00.00 SEE SHEET 7

AutoCAD SHX Text

CALTRANS STANDARD PLAN A20B, DETAIL 32

AutoCAD SHX Text

REMOVE AND INSTALL ONE SIDE

AutoCAD SHX Text

(250 LF THIS SHEET)

AutoCAD SHX Text

OF THE TWO-WAY LEFT TURN LANE PER

AutoCAD SHX Text

REMOVE AND INSTALL 5' WIDE BIKE LANE LINE

AutoCAD SHX Text

CALTRANS STANDARD PLAN A20D, DETAIL 39

AutoCAD SHX Text

(250 LF THIS SHEET)

AutoCAD SHX Text

REMOVE EXITING SIGN AND INSTALL NEW SIGN

AutoCAD SHX Text

CALTRANS STANDARD PLAN RS5/RS6

AutoCAD SHX Text

CA MUTCD SIGN# PER PLAN

AutoCAD SHX Text

INSTALL AC DIKE TYPE A

PLAN AND PROFILE

GRI

DATEBY

DESIGNED

CHECKED

PLANS

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES98765

SHEETS

SCALE: HOR.

OFSHEET

W.A. R.S.

VERT.

COORDINATE INDEX

CONST. COMPL.

FIELD REVISIONS

BY APPROVEDREVISIONS DATE

43210-1

SIDEWALK IMPROVEMENTS

TROY STREET

AutoCAD SHX Text 5.5'

AutoCAD SHX Text 21.3'

AutoCAD SHX Text 503-273-39

AutoCAD SHX Text 503-273-75

AutoCAD SHX Text 503-273-36

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

MAILBOX

AutoCAD SHX Text

MAILBOX

AutoCAD SHX Text

MAILBOX

AutoCAD SHX Text

AutoCAD SHX Text 5.5'

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

MONUMENT

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 11.5'

AutoCAD SHX Text 0.5'

AutoCAD SHX Text

ROE

AutoCAD SHX Text 7.5'

AutoCAD SHX Text

ROE

AutoCAD SHX Text

BIKE LANE

AutoCAD SHX Text

TWO WAY STRIPE

AutoCAD SHX Text

EXITING TWO WAY STRIPE

AutoCAD SHX Text C3

AutoCAD SHX Text L11

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text

BEARING/DELTA

AutoCAD SHX Text

RADIUS

AutoCAD SHX Text

LENGTH

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text L11

AutoCAD SHX Text C3

AutoCAD SHX Text S89°35'21"E

AutoCAD SHX Text 11°53'14"

AutoCAD SHX Text 572.26'

AutoCAD SHX Text 130.71'

AutoCAD SHX Text 118.73'

AutoCAD SHX Text

4" PCC SIDEWALK 5-1/2" RES. DWY 7-1/2" COM. DWY

AutoCAD SHX Text

NAD 83

AutoCAD SHX Text

CALIFORNIA COORDINATE SYSTEM ZONE 6

AutoCAD SHX Text

SCALE: 1"=10'

AutoCAD SHX Text

TROY STREET PLAN VIEW

AutoCAD SHX Text

SCALE: HORIZ 1"=10' VERT 1"=4'

AutoCAD SHX Text

TROY STREET TOP OF CURB PROFILE

AutoCAD SHX Text

6" AC DRIVEWAY

AutoCAD SHX Text

AutoCAD SHX Text 20+00

AutoCAD SHX Text 19+50

AutoCAD SHX Text

EX. GRADE @ LEFT TOP OF CURB

AutoCAD SHX Text

LEFT TOP OF CURB

AutoCAD SHX Text

EXISTING GRADE @ CENTERLINE

AutoCAD SHX Text

RS 762

AutoCAD SHX Text

MATCH LINE STA 21+50.00 SEE SHEET 8

AutoCAD SHX Text

MATCH LINE STA 21+50.00 SEE SHEET 8

AutoCAD SHX Text 20+50

AutoCAD SHX Text 21+00

AutoCAD SHX Text 21+50

AutoCAD SHX Text

4" HMA (AC) OVER 9" CLASS II AB

AutoCAD SHX Text

2" COLD PLANE AND OVERLAY

AutoCAD SHX Text

TROY STREET

AutoCAD SHX Text

AutoCAD SHX Text 1"=10'

AutoCAD SHX Text 1"=4'

AutoCAD SHX Text

AutoCAD SHX Text 1027507

AutoCAD SHX Text 2/1/26

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text No.

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text F

AutoCAD SHX Text L

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text O

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text N

AutoCAD SHX Text

DATE

AutoCAD SHX Text Hasib S. Baha

AutoCAD SHX Text C 59385

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

COUNTY OF SAN DIEGO

AutoCAD SHX Text

5510 OVERLAND AVE., SUITE 320

AutoCAD SHX Text

SAN DIEGO, CA 92123-1295

AutoCAD SHX Text

(858) 694-2830

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

AutoCAD SHX Text 2/1/26

AutoCAD SHX Text 00762

AutoCAD SHX Text

MATCH LINE STA 19+00.00 SEE SHEET 6

AutoCAD SHX Text

MATCH LINE STA 19+00.00 SEE SHEET 6

AutoCAD SHX Text

CONSTRUCT TYPE G CURB AND GUTTER PER SDRSD G-02

AutoCAD SHX Text

PROTECT IN PLACE

AutoCAD SHX Text

CONSTRUCT 4" SIDEWALK PER SDRSD G-07

AutoCAD SHX Text

CONSTRUCT COMMERCIAL DRIVEWAY PER SDRSD G-14D

AutoCAD SHX Text

CONSTRUCT RESIDENTIAL DRIVEWAY PER SDRSD G-14D

AutoCAD SHX Text

REMOVE AND REPLACE AC DRIVEWAY PER DS-07

AutoCAD SHX Text

RESET MAILBOX

AutoCAD SHX Text

SLURRY SEAL TYPE II

AutoCAD SHX Text

MONOLITHIC CURB PER G14-D

AutoCAD SHX Text

REPAINT PARKING STALLS

AutoCAD SHX Text

(250 LF THIS SHEET)

AutoCAD SHX Text

CALTRANS STANDARD PLAN A20B, DETAIL 32

AutoCAD SHX Text

REMOVE AND INSTALL ONE SIDE

AutoCAD SHX Text

(250 LF THIS SHEET)

AutoCAD SHX Text

OF THE TWO-WAY LEFT TURN LANE PER

AutoCAD SHX Text

REMOVE AND INSTALL 5' WIDE BIKE LANE LINE

CALTRANS STANDARD PLAN A20D, DETAIL 39

PLAN AND PROFILE

GRI

DATEBY

DESIGNED

CHECKED

PLANS

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES98765

SHEETS

SCALE: HOR.

OFSHEET

W.A. R.S.

VERT.

COORDINATE INDEX

CONST. COMPL.

FIELD REVISIONS

BY APPROVEDREVISIONS DATE

43210-1

SIDEWALK IMPROVEMENTS

TROY STREET

AutoCAD SHX Text C4

AutoCAD SHX Text C5

AutoCAD SHX Text 10°10'10"

AutoCAD SHX Text 9°26'38"

AutoCAD SHX Text 427.06'

AutoCAD SHX Text 481.70'

AutoCAD SHX Text 75.80'

AutoCAD SHX Text 79.40'

AutoCAD SHX Text

MAILBOX

AutoCAD SHX Text R7-9A

AutoCAD SHX Text 503-273-35

AutoCAD SHX Text 2'

AutoCAD SHX Text 10.4'

AutoCAD SHX Text 5.5'

AutoCAD SHX Text

AutoCAD SHX Text 5'

AutoCAD SHX Text 4'

AutoCAD SHX Text

MAILBOX

AutoCAD SHX Text

JOIN EXISTING

AutoCAD SHX Text 15.67'

AutoCAD SHX Text 2'

AutoCAD SHX Text

TWO WAY STRIPE

AutoCAD SHX Text 0.5'

AutoCAD SHX Text

EDGE OF SLURRY SEAL

AutoCAD SHX Text

EXITING TWO WAY STRIPE

AutoCAD SHX Text

BIKE LANE

AutoCAD SHX Text C4

AutoCAD SHX Text C5

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text

BEARING/DELTA

AutoCAD SHX Text

RADIUS

AutoCAD SHX Text

LENGTH

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

4" PCC SIDEWALK 5-1/2" RES. DWY 7-1/2" COM. DWY

AutoCAD SHX Text

NAD 83

AutoCAD SHX Text

CALIFORNIA COORDINATE SYSTEM ZONE 6

AutoCAD SHX Text

SCALE: HORIZ 1"=10' VERT 1"=4'

AutoCAD SHX Text

TROY STREET TOP OF CURB PROFILE

AutoCAD SHX Text

6" AC DRIVEWAY

AutoCAD SHX Text

AutoCAD SHX Text 22+00

AutoCAD SHX Text 21+50

AutoCAD SHX Text

EX. GRADE @ LEFT TOP OF CURB

AutoCAD SHX Text

LEFT TOP OF CURB

AutoCAD SHX Text

EXISTING GRADE @ CENTERLINE

AutoCAD SHX Text

RS 762

AutoCAD SHX Text 22+50

AutoCAD SHX Text 23+00

AutoCAD SHX Text

4" HMA (AC) OVER 9" CLASS II AB

AutoCAD SHX Text

2" COLD PLANE AND OVERLAY

AutoCAD SHX Text

TROY STREET

AutoCAD SHX Text

AutoCAD SHX Text 1"=10'

AutoCAD SHX Text 1"=4'

AutoCAD SHX Text

AutoCAD SHX Text 1027507

AutoCAD SHX Text 2/1/26

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text No.

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text F

AutoCAD SHX Text L

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text O

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text N

AutoCAD SHX Text

DATE

AutoCAD SHX Text Hasib S. Baha

AutoCAD SHX Text C 59385

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

COUNTY OF SAN DIEGO

AutoCAD SHX Text

5510 OVERLAND AVE., SUITE 320

AutoCAD SHX Text

SAN DIEGO, CA 92123-1295

AutoCAD SHX Text

(858) 694-2830

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

AutoCAD SHX Text 2/1/26

AutoCAD SHX Text 00762

AutoCAD SHX Text

BANCROFT STREET

AutoCAD SHX Text

MATCH LINE STA 21+50.00 SEE SHEET 7

AutoCAD SHX Text

MATCH LINE STA 21+50.00 SEE SHEET 7

AutoCAD SHX Text

TROY STREET PLAN VIEW

AutoCAD SHX Text

SCALE: 1"=10'

AutoCAD SHX Text

CONSTRUCT TYPE G CURB AND GUTTER PER SDRSD G-02

AutoCAD SHX Text

PROTECT IN PLACE

AutoCAD SHX Text

CONSTRUCT 4" SIDEWALK PER SDRSD G-07

AutoCAD SHX Text

CONSTRUCT COMMERCIAL DRIVEWAY PER SDRSD G-14D

AutoCAD SHX Text

REMOVE AND REPLACE AC DRIVEWAY PER DS-07

AutoCAD SHX Text

SLURRY SEAL TYPE II

AutoCAD SHX Text

RESET MAILBOX

AutoCAD SHX Text

REMOVE EXISTING SIGN AND INSTALL NEW SIGN

AutoCAD SHX Text

CALTRANS STANDARD PLAN RS5/RS6

AutoCAD SHX Text

INSTALL BIKE LEGEND

AutoCAD SHX Text

CA MUTCD SIGN# PER PLAN

AutoCAD SHX Text

AutoCAD SHX Text DUE TO THE CLOSE PROXIMITY OF WETLANDS, ENSURE PROPER BMP'S ARE INSTALLED. BE EXTRA CAREFUL WHEN EXCAVATING. DO NOT EXCAVATE INTO DEPTHS THAT HAVE NOT BEEN PREVIOUSLY DISTURBED.

AutoCAD SHX Text 5.5'

AutoCAD SHX Text

MONOLITHIC CURB PER G14-D

AutoCAD SHX Text

REPAINT PARKING STALLS

AutoCAD SHX Text

CALTRANS STANDARD PLAN A20B, DETAIL 32

AutoCAD SHX Text

REMOVE AND INSTALL ONE SIDE

AutoCAD SHX Text

(125 LF THIS SHEET)

AutoCAD SHX Text

OF THE TWO-WAY LEFT TURN LANE PER

AutoCAD SHX Text

REMOVE AND INSTALL 5' WIDE BIKE LANE LINE

AutoCAD SHX Text

CALTRANS STANDARD PLAN A20D, DETAIL 39

(125 LF THIS SHEET)

DRIVEWAY TABLE

DWY PROFILE

GRI 424

DATEBY

DESIGNED

CHECKED

PLANS

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES98765

SHEETS

SCALE: HOR.

OFSHEET

W.A. R.S.

VERT.

COORDINATE INDEX

CONST. COMPL.

FIELD REVISIONS

BY APPROVEDREVISIONS DATE

43210-1

SIDEWALK IMPROVEMENTS

TROY STREET

AutoCAD SHX Text

GUTTER GRADE 0+20.95

AutoCAD SHX Text

GB 0+26.44

AutoCAD SHX Text

JOIN EXIST 0+30.00

AutoCAD SHX Text

JOIN EXIST- 0+15.71

AutoCAD SHX Text 2%

AutoCAD SHX Text (2%)

AutoCAD SHX Text (3%)

AutoCAD SHX Text 1%

AutoCAD SHX Text 2%

AutoCAD SHX Text 333.10'

AutoCAD SHX Text

CL 0+00

AutoCAD SHX Text

GUTTER GRADE 0+21.34

AutoCAD SHX Text

GB 0+26.34

AutoCAD SHX Text

JOIN EXIST

AutoCAD SHX Text 4%

AutoCAD SHX Text (1.5%)

AutoCAD SHX Text

JOIN EXIST- 0+11.34

AutoCAD SHX Text 2%

AutoCAD SHX Text

GB 0+30.00

AutoCAD SHX Text

CL 0+00

AutoCAD SHX Text

CL DWY 336.85'

AutoCAD SHX Text

GUTTER GRADE 0+20.96

AutoCAD SHX Text

GB 0+27.49

AutoCAD SHX Text 0+30.00

AutoCAD SHX Text

JOIN EXIST- 0+15.48

AutoCAD SHX Text 2%

AutoCAD SHX Text (3%)

AutoCAD SHX Text 7%

AutoCAD SHX Text 1%

AutoCAD SHX Text 333.06'

AutoCAD SHX Text

CL 0+00

AutoCAD SHX Text

GUTTER GRADE 0+20.71

AutoCAD SHX Text

GB 0+25.71

AutoCAD SHX Text

JOIN EXIST - ROE

AutoCAD SHX Text 2%

AutoCAD SHX Text (1.5%)

AutoCAD SHX Text (1.8%)

AutoCAD SHX Text

JOIN EXIST- 0+16.03

AutoCAD SHX Text 5%

AutoCAD SHX Text 3%

AutoCAD SHX Text

CL 0+00

AutoCAD SHX Text

CL DWY 334.14'

AutoCAD SHX Text

GUTTER GRADE 0+20.83

AutoCAD SHX Text

JOIN EXIST - ROE

AutoCAD SHX Text

JOIN EXIST- 0+16.95

AutoCAD SHX Text 2%

AutoCAD SHX Text (5%)

AutoCAD SHX Text (3%)

AutoCAD SHX Text 6%

AutoCAD SHX Text 4%

AutoCAD SHX Text

CL 0+00

AutoCAD SHX Text

CL DWY 333.38'

AutoCAD SHX Text

GB 0+25.83

AutoCAD SHX Text 0+30.00

AutoCAD SHX Text

STATION

AutoCAD SHX Text 13+40

AutoCAD SHX Text

DWY

AutoCAD SHX Text

WIDTH (FT)

AutoCAD SHX Text

DRIVEWAY TYPE

AutoCAD SHX Text 152'

AutoCAD SHX Text

AutoCAD SHX Text G-14D

AutoCAD SHX Text 22'

AutoCAD SHX Text 30'

AutoCAD SHX Text 14+69

AutoCAD SHX Text

AutoCAD SHX Text 15+23

AutoCAD SHX Text

AutoCAD SHX Text G-14D

AutoCAD SHX Text 16+29

AutoCAD SHX Text 17'

AutoCAD SHX Text

AutoCAD SHX Text G-14D

AutoCAD SHX Text

COMM

AutoCAD SHX Text

COMM

AutoCAD SHX Text

SURFACE

AutoCAD SHX Text

RES/

AutoCAD SHX Text

COMM

AutoCAD SHX Text

COMM

AutoCAD SHX Text

COMM

AutoCAD SHX Text 16+59

AutoCAD SHX Text G-14D

AutoCAD SHX Text

COMM

AutoCAD SHX Text

COMM

AutoCAD SHX Text

COMM

AutoCAD SHX Text 15'

AutoCAD SHX Text

AutoCAD SHX Text 17+37

AutoCAD SHX Text 24'

AutoCAD SHX Text

AutoCAD SHX Text 30'

AutoCAD SHX Text 18+38

AutoCAD SHX Text

AutoCAD SHX Text L/R

AutoCAD SHX Text L

AutoCAD SHX Text

DWY #

AutoCAD SHX Text

GUTTER GRADE 0+21.15

AutoCAD SHX Text

GB 0+26.15

AutoCAD SHX Text

JOIN EXIST

AutoCAD SHX Text 2%

AutoCAD SHX Text (1%)

AutoCAD SHX Text (2%)

AutoCAD SHX Text

JOIN EXIST- 0+14.15

AutoCAD SHX Text 1%

AutoCAD SHX Text 5%

AutoCAD SHX Text 0+30.00

AutoCAD SHX Text

CL 0+00

AutoCAD SHX Text

CL DWY 333.32'

AutoCAD SHX Text

GUTTER GRADE 0+21.12

AutoCAD SHX Text

GB 0+26.17

AutoCAD SHX Text

JOIN EXIST

AutoCAD SHX Text

JOIN EXIST- 0+14.17

AutoCAD SHX Text 2%

AutoCAD SHX Text (2%)

AutoCAD SHX Text (1%)

AutoCAD SHX Text 5%

AutoCAD SHX Text 2%

AutoCAD SHX Text

CL DWY 332.79'

AutoCAD SHX Text

CL 0+00

AutoCAD SHX Text 0+30.00

AutoCAD SHX Text

SCALE: H. 1"=10'

AutoCAD SHX Text

13+40 (L) DWY 1

AutoCAD SHX Text V. 1"=5'

AutoCAD SHX Text

SCALE: H. 1"=10'

AutoCAD SHX Text

14+69 (L) DWY 2

AutoCAD SHX Text V. 1"=5'

AutoCAD SHX Text

AutoCAD SHX Text 1"=10'

AutoCAD SHX Text 1"=4'

AutoCAD SHX Text

AutoCAD SHX Text 1027507

AutoCAD SHX Text 2/1/26

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text No.

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text F

AutoCAD SHX Text L

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text O

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text N

AutoCAD SHX Text

DATE

AutoCAD SHX Text Hasib S. Baha

AutoCAD SHX Text C 59385

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

COUNTY OF SAN DIEGO

AutoCAD SHX Text

5510 OVERLAND AVE., SUITE 320

AutoCAD SHX Text

SAN DIEGO, CA 92123-1295

AutoCAD SHX Text

(858) 694-2830

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

AutoCAD SHX Text 2/1/26

AutoCAD SHX Text 00762

AutoCAD SHX Text

15+23 (L) DWY 3

AutoCAD SHX Text

SCALE: H. 1"=10'

AutoCAD SHX Text V. 1"=5'

AutoCAD SHX Text

16+29 (L) DWY 4

AutoCAD SHX Text

SCALE: H. 1"=10'

AutoCAD SHX Text V. 1"=5'

AutoCAD SHX Text

SCALE: H. 1"=10'

AutoCAD SHX Text

16+59 (L) DWY 5

AutoCAD SHX Text V. 1"=5'

AutoCAD SHX Text

SCALE: H. 1"=10'

AutoCAD SHX Text

17+37 (L) DWY 6

AutoCAD SHX Text V. 1"=5'

AutoCAD SHX Text

18+3…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 21, 2026.