Exhibit_J_-_CRAWFORD_CANYON_PARK_DRY_UTILITY_COMPOSITE_PLAN_DATED_JUNE_21,_2022.pdf

2 MB Posted

Attached to
CRAWFORD CANYON PARK AND SIDEWALK EXTENSION PROJECT
Solicitation number
IFB-080-2331001-JM2
Issued by
Orange County, San Francisco City, California

About this file

Written by GovTribe AI ·

This is a Dry Utility Composite Plan prepared by GIR Utility Consultants for the Crawford Canyon Park project located at 11001 Newport Boulevard, Santa Ana, California 92705, in Orange County. The plan, dated June 21, 2022, serves as a reference document for contractors constructing dry utility systems including power distribution, telephone, CATV, gas, street lighting, competitive access, and security systems. The composite plan consists of three sheets showing utility infrastructure layouts, phasing information, and coordination requirements across the park site bounded by Newport Avenue and Crawford Canyon Road. The document establishes coordination protocols requiring contractors to compare final utility company plans against this composite plan prior to and during construction, with any discrepancies requiring Requests for Information (RFIs) for clarification before work initiation.

The construction notes outline mandatory procedures including calling Underground Service Alert 811 at least 48 hours before excavation, conducting pre-construction and pre-trench meetings with utility inspectors, and notifying the governing municipality 24 hours before street right-of-way work. Contractors must install conduits, structures, and appurtenances per utility company standards and the composite plan, with all newly placed conduit maintaining minimum cover per municipal requirements. The plan specifies minimum radii of 12 feet for electric, telephone, CATV, and fiber installations, mandrel requirements for all conduits with pull rope installation, and submittal of as-built plans with verified structure ties and duct measurements. Special provisions address gas distribution requiring contractor-provided trenching with 6-inch sand bedding and coordination with gas company-approved trenching contractors for backfill and compaction, with house line inspection and municipal approval required before meter setting.

View the file

Other files

File Type Posted
-Final-IFB-080-2331001-JM2.pdf PDF
List_of_Pre-Qualified_Contractors.pdf PDF
Exhibit_E_-_WATER_QUALITY_MANAGEMENT_PLAN_(WQMP)_DATED_OCTOBER_7_2022.pdf PDF
Exhibit_D_-_Crawford_Canyon_Park_and_Sidewalk_Extension_Plans_(100%_Submittal).pdf PDF
Exhibit_G_-_Crawford_Canyon_Road_Sidewalk_Extension_Project_Hydrology_and_Hyradulic_Study_(100%_Submittal_).pdf PDF
Exhibit_F_-_HYDROLOGY_AND_HYDRAULIC_ANALYSIS_FOR_CRAWFORD_CANYON_PARK_DATED_11-05-2021.pdf PDF
Exhibit_I_-_GEOTECHNICAL_EVALUATION,_SIDEWALK_EXTENSION_PROJECT_DATED_SEPTEMBER_2,_2021.pdf PDF
Exhibit_B_-_Contractor_Safety_Activity_Checklist.pdf PDF
Exhibit_H_-_GEOTECHNICAL_INVESTIGATION_REPORT,_CRAWFORD_CANYON_PARK_(11-06-2020).pdf PDF
Exhibit_A_-_Contractor_Safety_Responsibility_Form.pdf PDF
Orange_County_District_Attorneys_Office_Public_Works_Unit_2023.pdf PDF
Exhibit_C_-_CAMPAIGN_CONTRIBUTION_DISCLOSURE.pdf PDF
Exhibit_J_-_CRAWFORD_CANYON_PARK_DRY_UTILITY_COMPOSITE_PLAN_DATED_JUNE_21,_2022.pdf PDF
Notice_of_Inviting_Bids.pdf PDF
Show all 14

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.

N

O

P

A

R

K

I

N

G

2 2

P

A

R

K

I

N

G

M

A

I

N

T

E

N

A

N

C

E

A

C

C

E

S

R

A

D

PLAY AREA

(5-12 YEARS OLD)

PLAY AREA

(2-5 YEARS OLD)

G

R

E

A

T

L

W

N

B

I O

R

E

T

E

N

T

I O

N

B

A

S

I N

PARKING LOT

5 39

115+00

116+00

200 S. Main St. - Suite 316 Corona, CA 92882-2211

(951) 279-7900 Fax (951) 279-4116

G IR

UTILITY CONSULTANTS

A PROACTIVE COMPANY

DRY UTILITY COMPOSITE PLAN

11001 NEWPORT BLVD

SANTA ANA, CA92705

COUNTY OF ORANGE

(951) 123-4567

Fax (951) 123-4567 Address Address

SCALE IN FEET

RGI

20010050

SHEET 3

STAGING AREA

SHEET 2

NEW BUSINESS

NEWPORT AVE.

C

R

A

W

F

O

D

C

N

Y

D

CRAWFORD CANYON PARK - PARK LIGHTING SERVICE

11001 NEWPORT BOULEVARD

SANTA ANA, CA 92705

120/240V, 100A , 2P

AutoCAD SHX Text

BOTTOM 359.1

AutoCAD SHX Text

VARIES 2:1 MAX

AutoCAD SHX Text

2:1 MAX

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

2:1 MAX

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

2:1 MAX

AutoCAD SHX Text

VARIES 2:1 MAX

AutoCAD SHX Text

AutoCAD SHX Text

2:1 MAX

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text G

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text B

AutoCAD SHX Text S

AutoCAD SHX Text

PH#2 3.00 3.66

AutoCAD SHX Text

PH#3A 3.00 3.66

AutoCAD SHX Text

PH#3B 3.50 4.16

AutoCAD SHX Text

PH#4 3.25 3.91

AutoCAD SHX Text

PH#6 4.00 4.66

AutoCAD SHX Text

PH#1 7.76 8.59

AutoCAD SHX Text

PH#3 3.68 4.01

AutoCAD SHX Text

PH#5 6.56 7.39

AutoCAD SHX Text

PH#7 2.86 3.03

AutoCAD SHX Text

PH#8 8.00 8.17

AutoCAD SHX Text

PH#8 4.82 5.15

AutoCAD SHX Text 11+00

AutoCAD SHX Text 12+00

AutoCAD SHX Text 13+00

AutoCAD SHX Text 14+00

AutoCAD SHX Text 15+00

AutoCAD SHX Text 16+00

AutoCAD SHX Text 11+00

AutoCAD SHX Text 12+00

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text WHILE IT IS UNDERSTOOD THAT THE CONTRACTOR IS TO CONSTRUCT EACH OF THE DRY UTILITY SYSTEMS IN ACCORDANCE WITH THE RESPECTIVE DRY UTILITY COMPANY'S PLANS AND STANDARDS, IT IS ALSO POSSIBLE THAT THE PLANS PREPARED BY EACH DRY UTILITY COMPANY MAY NOT HAVE BEEN GENERATED HAVING THE LATEST CIVIL AND/OR LANDSCAPE BASE INFORMATION. THE DEVELOPER AND PROJECT TEAM HAVE SPENT CONSIDERABLE EFFORTS TO DEVELOP A DRY UTILITY COMPOSITE PLAN TO MAINTAIN THE CURRENT STATUS OF ALL THE FACILITIES TO BE CONSTRUCTED WITHIN THE PROJECT AREA; AND, THE DRY UTILITY COMPOSITE PLAN SHOULD BE USED AS A REFERENCE FOR THE CONTRACTOR DURING THE PROJECT. THE CONTRACTOR SHALL COMPARE EACH OF THE FINAL DRY UTILITY PLANS WITH THE DRY UTILITY COMPOSITE PLAN PRIOR TO AND DURING CONSTRUCTION TO INSURE THAT ALL FACILITIES TO BE INSTALLED ARE CONSISTENT WITH THE DRY UTILITY COMPOSITE PLAN. IN THE EVENT THAT THE CONTRACTOR FINDS AN INSTANCE WHERE A DRY UTILITY COMPANY'S FINAL PLAN DOES NOT MATCH THE DRY UTILITY COMPOSITE PLAN, CONTRACTOR SHALL ISSUE AN "RFI" (REQUEST FOR INFORMATION) TO OBTAIN A CLARIFICATION PRIOR TO THE CONTRACTOR INITIATING THE CONSTRUCTION OF THE ITEM OR ITEMS IN QUESTION.

AutoCAD SHX Text NOTE TO DRY UTILITY CONTRACTOR AND PLUMBING CONTRACTOR: PRIOR TO TRENCHING FOR GAS SERVICE LINES, DRY UTILITY CONTRACTOR AND PLUMBING CONTRACTOR SHALL MEET WITH GAS CO. INSPECTOR TO CONFIRM HOUSE LINE LOCATIONS AND GAS CO. RISER LOCATION-ALL SITES ON PROJECT.

AutoCAD SHX Text

DRY UTILITY COMPOSITE PLAN/UTILITY PLAN COORDINATION

AutoCAD SHX Text

PROJECT MANAGER:

AutoCAD SHX Text

DEVELOPER:

AutoCAD SHX Text

PLANS PREPARED BY:

AutoCAD SHX Text

CKD BY:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DWN BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SHEET:

AutoCAD SHX Text

OF

AutoCAD SHX Text

SHEETS

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text B

AutoCAD SHX Text L

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text Y

AutoCAD SHX Text O

AutoCAD SHX Text U

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text

UNDERGROUND SERVICE ALERT

AutoCAD SHX Text

CALL:

AutoCAD SHX Text

AutoCAD SHX Text

WWW.DIGALERT.ORG

AutoCAD SHX Text

TWO WORKING DAYS BEFORE YOU DIG

AutoCAD SHX Text

RGI

AutoCAD SHX Text

EA

AutoCAD SHX Text

MARK MCKEEHAN

AutoCAD SHX Text 1"=100'

AutoCAD SHX Text

AutoCAD SHX Text 06/21/22

AutoCAD SHX Text

PROJECT#: 30.014.001

AutoCAD SHX Text

COMPANY NAME

AutoCAD SHX Text

SECURITY

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

STREET LIGHT

AutoCAD SHX Text

POWER

AutoCAD SHX Text

COMPETITIVE ACCESS

AutoCAD SHX Text

GAS

AutoCAD SHX Text

CATV

AutoCAD SHX Text

CALLOUT KEY

AutoCAD SHX Text

GAS

AutoCAD SHX Text

STRUCTURE, OR STRUCTURE TO CAP.

AutoCAD SHX Text

DUCT BANK FOOTAGE-STRUCTURE TO

AutoCAD SHX Text

SIZE OF SEC CONDUITS

AutoCAD SHX Text

NUMBER OF SEC CONDUITS

AutoCAD SHX Text

CONNECTION, OR CONNECTION TO CAP.

AutoCAD SHX Text

FOOTAGE OF PIPELINE-CONNECTION TO

AutoCAD SHX Text

SIZE OF GAS PIPELINE

AutoCAD SHX Text

STRUCTURE, OR STRUCTURE TO CAP.

AutoCAD SHX Text

DUCT BANK FOOTAGE-STRUCTURE TO

AutoCAD SHX Text

SIZE OF CONDUITS

AutoCAD SHX Text

NUMBER OF COMPETITIVE ACCESS CONDUITS

AutoCAD SHX Text

STRUCTURE, OR STRUCTURE TO CAP.

AutoCAD SHX Text

DUCT BANK FOOTAGE-STRUCTURE TO

AutoCAD SHX Text

SIZE OF CONDUITS

AutoCAD SHX Text

NUMBER OF CATV CONDUITS

AutoCAD SHX Text

STRUCTURE, OR STRUCTURE TO CAP.

AutoCAD SHX Text

DUCT BANK FOOTAGE-STRUCTURE TO

AutoCAD SHX Text

SIZE OF CONDUITS

AutoCAD SHX Text

NUMBER OF TELEPHONE CONDUITS

AutoCAD SHX Text

STRUCTURE, OR STRUCTURE TO CAP.

AutoCAD SHX Text

DUCT BANK FOOTAGE-STRUCTURE TO

AutoCAD SHX Text

SIZE OF CONDUITS

AutoCAD SHX Text

NUMBER OF STREET LIGHT CONDUITS

AutoCAD SHX Text

STRUCTURE, OR STRUCTURE TO CAP.

AutoCAD SHX Text

DUCT BANK FOOTAGE-STRUCTURE TO

AutoCAD SHX Text

SIZE OF CONDUITS

AutoCAD SHX Text

NUMBER OF POWER CONDUITS

AutoCAD SHX Text PERMISSION TO PERFORM WORK ON ANY 3RD PARTY PRIVATE PROPERTY OWNER SHALL BE SECURED BY DEVELOPER. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, ACQUIRING UTILITY EASEMENT AND ACCESS PERMISSION.

AutoCAD SHX Text

3RD PARTY PERMISSION NOTE:

AutoCAD SHX Text

CONSULTANTS

AutoCAD SHX Text

DRY UTILITY

AutoCAD SHX Text

CONSTRUCTION NOTES

AutoCAD SHX Text

1. CALL "UNDERGROUND SERVICE ALERT" 1-800-422-4133 A MINIMUM OF 48 HOURS PRIOR TO CALL "UNDERGROUND SERVICE ALERT" 1-800-422-4133 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. EVEN THOUGH EXISTING FACILITIES ARE MARKED BY DRY UTILITY REPRESENTATIVES, THE CONTRACTOR IS RESPONSIBLE FOR EXPOSING AND, IF NECESSARY, WORKING WITH CIVIL ENGINEER TO ESTABLISH “TOP OF STRUCTURE AND BOTTOM OF TOP OF STRUCTURE AND BOTTOM OF STRUCTURE” ELEVATIONS TO DETERMINE IF CONFLICTS OCCUR. IN THE EVENT OF CONFLICTS, ELEVATIONS TO DETERMINE IF CONFLICTS OCCUR. IN THE EVENT OF CONFLICTS, THE CONTRACTOR SHALL ISSUE A RFI FOR REVIEW AND DIRECTION. THE CONTRACTOR SHALL PROTECT-IN-PLACE ANY EXISTING UTILITIES 2. ALL WORK IN STREET RIGHT-OF-WAY SHALL BE DONE IN ACCORDANCE WITH GOVERNING ALL WORK IN STREET RIGHT-OF-WAY SHALL BE DONE IN ACCORDANCE WITH GOVERNING MUNICIPALITY STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION LATEST EDITION AND ADDENDUM, UNLESS OTHERWISE SPECIFIED. 3. CONSTRUCTION IN STREET RIGHT-OF-WAY SHALL BE PERMITTED AND FOLLOW W.A.T.C.H. CONSTRUCTION IN STREET RIGHT-OF-WAY SHALL BE PERMITTED AND FOLLOW W.A.T.C.H. MANUAL GUIDELINES AND / OR TRAFFIC CONTROL PLAN AS REQUIRED BY GOVERNING MUNICIPALITY. 4. ALL TRAFFIC CONTROL SHALL BE DONE IN ACCORDANCE WITH THE MANUAL ON UNIFORM ALL TRAFFIC CONTROL SHALL BE DONE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES LATEST EDITION. 5. GOVERNING MUNICIPALITY SHALL BE NOTIFIED AT LEAST 24 HOURS BEFORE START OF WORK IN GOVERNING MUNICIPALITY SHALL BE NOTIFIED AT LEAST 24 HOURS BEFORE START OF WORK IN STREET RIGHT-OF-WAY. 6. ALL NEWLY PLACED CONDUIT SHALL MAINTAIN A MINIMUM COVER PER GOVERNING MUNICIPALITY ALL NEWLY PLACED CONDUIT SHALL MAINTAIN A MINIMUM COVER PER GOVERNING MUNICIPALITY REQUIREMENTS. 7. UTILITY PRE-CONSTRUCTION MEETING: IT IS ADVISABLE THAT THE CONTRACTOR CONDUCT A UTILITY PRE-CONSTRUCTION MEETING: IT IS ADVISABLE THAT THE CONTRACTOR CONDUCT A PRE-CONSTRUCTION MEETING EARLY IN THE CONSTRUCTION PROJECT WITH EACH UTILITY INSPECTOR SEPARATELY FROM THE OTHER DISCIPLINES TO DISCUSS EACH UTILITY'S WORK OPERATIONS INCLUDING, BUT NOT LIMITED TO, REVIEW AND APPROVAL OF CONTRACTOR'S SHOP DRAWINGS FOR MATERIALS, SITE WORK PREPARATIONS PRIOR TO MOVE-ON, PHASING, CONTRACT WORK, PLACING FACILITIES, FACILITY MAKE-UP, SPLICING, SERVICE CUT-OVER, UTILITY OUTAGE AND FACILITY REMOVAL AS APPLICABLE PER PROJECT, AND SITE WORK PREPARATION THAT EACH UTILITY REQUIRES PRIOR TO DOING ANY WORK. CONTRACTOR IS TO ALLOW TIME IN SCHEDULING WORK OPERATIONS ACCORDINGLY. A. POWER DISTRIBUTION: CONTRACTOR TO INSTALL CONDUITS AND STRUCTURES PER POWER POWER DISTRIBUTION: CONTRACTOR TO INSTALL CONDUITS AND STRUCTURES PER POWER COMPANY PROVIDED PLAN. POWER CREWS WILL INSTALL CONDUCTORS AND SET POWER EQUIPMENT IN AND / OR ON CUSTOMER-PROVIDED CONDUITS AND STRUCTURES. CITY OR ON CUSTOMER-PROVIDED CONDUITS AND STRUCTURES. CITY OR ON CUSTOMER-PROVIDED CONDUITS AND STRUCTURES. CITY MUST APPROVE AND RELEASE TO POWER COMPANY SWITCHGEAR CLEARANCE BEFORE POWER COMPANY WILL SCHEDULE THEIR CREWS TO INSTALL THEIR FACILITIES. B. TELEPHONE DISTRIBUTION: CONTRACTOR TO PROVIDE AND INSTALL CONDUIT, STRUCTURES TELEPHONE DISTRIBUTION: CONTRACTOR TO PROVIDE AND INSTALL CONDUIT, STRUCTURES AND APPURTENANCES PER TELEPHONE COMPANY PLAN OR DRY UTILITY COMPOSITE PLAN (DUCP). TELEPHONE TO INSTALL CABLE THROUGH CUSTOMER-PROVIDED CONDUIT AND STRUCTURES AND SET TERMINAL. C. CATV DISTRIBUTION: CONTRACTOR TO PROVIDE AND INSTALL CONDUIT, STRUCTURES AND CATV DISTRIBUTION: CONTRACTOR TO PROVIDE AND INSTALL CONDUIT, STRUCTURES AND APPURTENANCES PER DRY UTILITY COMPOSITE PLAN (DUCP). CATV TO INSTALL CABLE THROUGH CUSTOMER-PROVIDED CONDUIT AND STRUCTURES AND SET TERMINATION EQUIPMENT. D. GAS DISTRIBUTION: CONTRACTOR TO PROVIDE TRENCH PER DUCP AND ADD 6" SAND GAS DISTRIBUTION: CONTRACTOR TO PROVIDE TRENCH PER DUCP AND ADD 6" SAND BEDDING TO TRENCH. CONTRACTOR MUST SECURE THE SERVICES OF A GAS COMPANY-APPROVED TRENCHING CONTRACTOR TO BACKFILL AND COMPACT TRENCH AROUND AND ABOVE GAS PIPE. GAS COMPANY WILL PROVIDE PLAN FOR GAS MAIN PIPELINE WHICH MAY OR MAY NOT INCLUDE GAS SERVICE PIPELINE. PRIOR TO GAS COMPANY SETTING METER(S) THE BUILDING HOUSE LINE MUST BE INSPECTED, APPROVED AND RELEASED TO THE GAS COMPANY BY THE LOCAL MUNICIPALITY. ONLY AFTER THIS WILL GAS COMPANY SCHEDULE METER-SET DATES. CONTRACTOR SHOULD SCHEDULE WORK OPERATIONS ACCORDINGLY. 8. PRE-TRENCH MEETING: CONTRACTOR IS TO NOTIFY UTILITY INSPECTORS A MINIMUM OF ONE (1) PRE-TRENCH MEETING: CONTRACTOR IS TO NOTIFY UTILITY INSPECTORS A MINIMUM OF ONE (1) WEEK PRIOR TO PRE-TRENCH MEETING. PRE-TRENCH MEETING SHALL NOT BE LESS THAN (2) DAYS BEFORE TRENCHING. 9. MINIMUM RADII (UNLESS NOTED OTHERWISE): MINIMUM RADII (UNLESS NOTED OTHERWISE): ELECTRIC=12½'; TELEPHONE=12½'; CATV=12½'; FIBER =12½' 10. MANDREL ALL CONDUITS AND INSTALL PULL ROPE. MANDREL ALL CONDUITS AND INSTALL PULL ROPE. A. ALL CONDUITS SHALL BE MANDRELLED WITH UTILITY INSPECTOR APPROVAL. ALL CONDUITS SHALL BE MANDRELLED WITH UTILITY INSPECTOR APPROVAL. B. INSTALL 3/8" PULL ROPE OR MULE TAPE IN ALL COMMUNICATIONS CONDUITS. INSTALL 3/8" PULL ROPE OR MULE TAPE IN ALL COMMUNICATIONS CONDUITS. C. WHERE CONDUITS ARE PICKED-UP OR INTERCEPTED, CONTRACTOR TO MANDREL AND WHERE CONDUITS ARE PICKED-UP OR INTERCEPTED, CONTRACTOR TO MANDREL AND INSTALL PULL ROPE FROM STRUCTURE TO EXISTING STRUCTURE. COORDINATE WITH RESPECTIVE UTILITY INSPECTOR. 11. "AS-BUILT" PLANS SHALL BE PROVIDED BY THE CONTRACTOR AND PROVIDED TO UTILITY "AS-BUILT" PLANS SHALL BE PROVIDED BY THE CONTRACTOR AND PROVIDED TO UTILITY INSPECTORS. A. SHALL VERIFY STRUCTURE TIES. SHALL VERIFY STRUCTURE TIES. B. SHALL VERIFY DUCT FOOTAGES PLACED PER THIS JOB. SHALL VERIFY DUCT FOOTAGES PLACED PER THIS JOB. C. SHALL RUN MULE-TAPE TO OBTAIN FINAL DUCT MEASUREMENTS SHALL RUN MULE-TAPE TO OBTAIN FINAL DUCT MEASUREMENTS D. VERIFICATION SHALL BE BY ANNOTATING ON DRY UTILITY COMPOSITE PLAN TO CONFIRM VERIFICATION SHALL BE BY ANNOTATING ON DRY UTILITY COMPOSITE PLAN TO CONFIRM DATA OR TO CORRECT DATA. 12. UNLESS OTHERWISE NOTED, CONTRACTOR IS TO CONTACT RESPECTIVE DRY UTILITY INSPECTORS UNLESS OTHERWISE NOTED, CONTRACTOR IS TO CONTACT RESPECTIVE DRY UTILITY INSPECTORS BEFORE INTERCEPTING OR ENTERING LOW VOLTAGE EXISTING UTILITY STRUCTURES AND / OR CONDUITS. POWER WILL NOT ALLOW CONTRACTORS TO ENTER EXISTING STRUCTURES OR INTERCEPT EXISTING CONDUITS THAT HAVE ENERGIZED CABLES.

P A

R K

I N

G

P A

R K

I N

G

P

L

Y

E

A

Y

E

A

D

B

I

O

R

E

T

E

N

T

I

O

N

B

A

S

I

N

P

A

R

K

I

T

355 358

108+00

SCALE IN FEET

RGI

402010

200 S. Main St. - Suite 316 Corona, CA 92882-2211

(951) 279-7900 Fax (951) 279-4116

G IR

UTILITY CONSULTANTS

A PROACTIVE COMPANY

DRY UTILITY COMPOSITE PLAN

11001 NEWPORT BLVD

SANTA ANA, CA92705

COUNTY OF ORANGE

(951) 123-4567

Fax (951) 123-4567 Address Address

NEWPORT AVE.

MAINTANCE ACCESS ROAD

AutoCAD SHX Text

BOTTOM 359.1

AutoCAD SHX Text

VARIES 2:1 MAX

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

2:1 MAX

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text

PH#2 3.00 3.66

AutoCAD SHX Text

PH#1 7.76 8.59

AutoCAD SHX Text 11+00

AutoCAD SHX Text 12+00

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

CONSULTANTS

AutoCAD SHX Text

DRY UTILITY

AutoCAD SHX Text WHILE IT IS UNDERSTOOD THAT THE CONTRACTOR IS TO CONSTRUCT EACH OF THE DRY UTILITY SYSTEMS IN ACCORDANCE WITH THE RESPECTIVE DRY UTILITY COMPANY'S PLANS AND STANDARDS, IT IS ALSO POSSIBLE THAT THE PLANS PREPARED BY EACH DRY UTILITY COMPANY MAY NOT HAVE BEEN GENERATED HAVING THE LATEST CIVIL AND/OR LANDSCAPE BASE INFORMATION. THE DEVELOPER AND PROJECT TEAM HAVE SPENT CONSIDERABLE EFFORTS TO DEVELOP A DRY UTILITY COMPOSITE PLAN TO MAINTAIN THE CURRENT STATUS OF ALL THE FACILITIES TO BE CONSTRUCTED WITHIN THE PROJECT AREA; AND, THE DRY UTILITY COMPOSITE PLAN SHOULD BE USED AS A REFERENCE FOR THE CONTRACTOR DURING THE PROJECT. THE CONTRACTOR SHALL COMPARE EACH OF THE FINAL DRY UTILITY PLANS WITH THE DRY UTILITY COMPOSITE PLAN PRIOR TO AND DURING CONSTRUCTION TO INSURE THAT ALL FACILITIES TO BE INSTALLED ARE CONSISTENT WITH THE DRY UTILITY COMPOSITE PLAN. IN THE EVENT THAT THE CONTRACTOR FINDS AN INSTANCE WHERE A DRY UTILITY COMPANY'S FINAL PLAN DOES NOT MATCH THE DRY UTILITY COMPOSITE PLAN, CONTRACTOR SHALL ISSUE AN "RFI" (REQUEST FOR INFORMATION) TO OBTAIN A CLARIFICATION PRIOR TO THE CONTRACTOR INITIATING THE CONSTRUCTION OF THE ITEM OR ITEMS IN QUESTION.

AutoCAD SHX Text NOTE TO DRY UTILITY CONTRACTOR AND PLUMBING CONTRACTOR: PRIOR TO TRENCHING FOR GAS SERVICE LINES, DRY UTILITY CONTRACTOR AND PLUMBING CONTRACTOR SHALL MEET WITH GAS CO. INSPECTOR TO CONFIRM HOUSE LINE LOCATIONS AND GAS CO. RISER LOCATION-ALL SITES ON PROJECT.

AutoCAD SHX Text

DRY UTILITY COMPOSITE PLAN/UTILITY PLAN COORDINATION

AutoCAD SHX Text

PROJECT MANAGER:

AutoCAD SHX Text

DEVELOPER:

AutoCAD SHX Text

PLANS PREPARED BY:

AutoCAD SHX Text

CKD BY:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DWN BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SHEET:

AutoCAD SHX Text

OF

AutoCAD SHX Text

SHEETS

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text B

AutoCAD SHX Text L

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text Y

AutoCAD SHX Text O

AutoCAD SHX Text U

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text

UNDERGROUND SERVICE ALERT

AutoCAD SHX Text

CALL:

AutoCAD SHX Text

AutoCAD SHX Text

WWW.DIGALERT.ORG

AutoCAD SHX Text

TWO WORKING DAYS BEFORE YOU DIG

AutoCAD SHX Text

RGI

AutoCAD SHX Text

EA

AutoCAD SHX Text

MARK MCKEEHAN

AutoCAD SHX Text 1"=20'

AutoCAD SHX Text

AutoCAD SHX Text 06/21/22

AutoCAD SHX Text

PROJECT#: 30.014.001

AutoCAD SHX Text

COMPANY NAME

AutoCAD SHX Text

SECURITY

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

STREET LIGHT

AutoCAD SHX Text

POWER

AutoCAD SHX Text

COMPETITIVE ACCESS

AutoCAD SHX Text

GAS

AutoCAD SHX Text

CATV

AutoCAD SHX Text

CALLOUT KEY

AutoCAD SHX Text

GAS

AutoCAD SHX Text

STRUCTURE, OR STRUCTURE TO CAP.

AutoCAD SHX Text

DUCT BANK FOOTAGE-STRUCTURE TO

AutoCAD SHX Text

SIZE OF SEC CONDUITS

AutoCAD SHX Text

NUMBER OF SEC CONDUITS

AutoCAD SHX Text

CONNECTION, OR CONNECTION TO CAP.

AutoCAD SHX Text

FOOTAGE OF PIPELINE-CONNECTION TO

AutoCAD SHX Text

SIZE OF GAS PIPELINE

AutoCAD SHX Text

STRUCTURE, OR STRUCTURE TO CAP.

AutoCAD SHX Text

DUCT BANK FOOTAGE-STRUCTURE TO

AutoCAD SHX Text

SIZE OF CONDUITS

AutoCAD SHX Text

NUMBER OF COMPETITIVE ACCESS CONDUITS

AutoCAD SHX Text

STRUCTURE, OR STRUCTURE TO CAP.

AutoCAD SHX Text

DUCT BANK FOOTAGE-STRUCTURE TO

AutoCAD SHX Text

SIZE OF CONDUITS

AutoCAD SHX Text

NUMBER OF CATV CONDUITS

AutoCAD SHX Text

STRUCTURE, OR STRUCTURE TO CAP.

AutoCAD SHX Text

DUCT BANK FOOTAGE-STRUCTURE TO

AutoCAD SHX Text

SIZE OF CONDUITS

AutoCAD SHX Text

NUMBER OF TELEPHONE CONDUITS

AutoCAD SHX Text

STRUCTURE, OR STRUCTURE TO CAP.

AutoCAD SHX Text

DUCT BANK FOOTAGE-STRUCTURE TO

AutoCAD SHX Text

SIZE OF CONDUITS

AutoCAD SHX Text

NUMBER OF STREET LIGHT CONDUITS

AutoCAD SHX Text

STRUCTURE, OR STRUCTURE TO CAP.

AutoCAD SHX Text

DUCT BANK FOOTAGE-STRUCTURE TO

AutoCAD SHX Text

SIZE OF CONDUITS

AutoCAD SHX Text

NUMBER OF POWER CONDUITS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text COUNTY OF ORANGE CRAWFORD CANYON PARK - PARK LIGHTING SERVICE 11001 NEWPORT BOULEVARD, SANTA ANA , CA 92705 PEDESTAL BY OTHERS- 120/240V, 100A , 2P.

AutoCAD SHX Text

ACCESSIBLE PARKING SIGN

RISE AT POLE

E

T

W

N

21+0022+0023+0024+0025+0026+0027+00

200 S. Main St. - Suite 316 Corona, CA 92882-2211

(951) 279-7900 Fax (951) 279-4116

G IR

UTILITY CONSULTANTS

A PROACTIVE COMPANY

STAGING AREA PLAN

11001 NEWPORT BLVD

SANTA ANA, CA92705

COUNTY OF ORANGE

(951) 123-4567

Fax (951) 123-4567 Address Address

SCALE IN FEET

RG

I

402010

CRAWFORD CANYON RD.

AutoCAD SHX Text

2:1 MAX

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

2:1 MAX

AutoCAD SHX Text

VARIES 2:1 MAX

AutoCAD SHX Text

AutoCAD SHX Text

2:1 MAX

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text G

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text B

AutoCAD SHX Text S

AutoCAD SHX Text

PH#3A 3.00 3.66

AutoCAD SHX Text

PH#3B 3.50 4.16

AutoCAD SHX Text

PH#4 3.25 3.91

AutoCAD SHX Text

PH#6 4.00 4.66

AutoCAD SHX Text

PH#5 6.56 7.39

AutoCAD SHX Text

PH#7 2.86 3.03

AutoCAD SHX Text

PH#8 8.00 8.17

AutoCAD SHX Text

PH#8 4.82 5.15

AutoCAD SHX Text 15+00

AutoCAD SHX Text 16+00

AutoCAD SHX Text 11+00

AutoCAD SHX Text 12+00

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text WHILE IT IS UNDERSTOOD THAT THE CONTRACTOR IS TO CONSTRUCT EACH OF THE DRY UTILITY SYSTEMS IN ACCORDANCE WITH THE RESPECTIVE DRY UTILITY COMPANY'S PLANS AND STANDARDS, IT IS ALSO POSSIBLE THAT THE PLANS PREPARED BY EACH DRY UTILITY COMPANY MAY NOT HAVE BEEN GENERATED HAVING THE LATEST CIVIL AND/OR LANDSCAPE BASE INFORMATION. THE DEVELOPER AND PROJECT TEAM HAVE SPENT CONSIDERABLE EFFORTS TO DEVELOP A DRY UTILITY COMPOSITE PLAN TO MAINTAIN THE CURRENT STATUS OF ALL THE FACILITIES TO BE CONSTRUCTED WITHIN THE PROJECT AREA; AND, THE DRY UTILITY COMPOSITE PLAN SHOULD BE USED AS A REFERENCE FOR THE CONTRACTOR DURING THE PROJECT. THE CONTRACTOR SHALL COMPARE EACH OF THE FINAL DRY UTILITY PLANS WITH THE DRY UTILITY COMPOSITE PLAN PRIOR TO AND DURING CONSTRUCTION TO INSURE THAT ALL FACILITIES TO BE INSTALLED ARE CONSISTENT WITH THE DRY UTILITY COMPOSITE PLAN. IN THE EVENT THAT THE CONTRACTOR FINDS AN INSTANCE WHERE A DRY UTILITY COMPANY'S FINAL PLAN DOES NOT MATCH THE DRY UTILITY COMPOSITE PLAN, CONTRACTOR SHALL ISSUE AN "RFI" (REQUEST FOR INFORMATION) TO OBTAIN A CLARIFICATION PRIOR TO THE CONTRACTOR INITIATING THE CONSTRUCTION OF THE ITEM OR ITEMS IN QUESTION.

AutoCAD SHX Text NOTE TO DRY UTILITY CONTRACTOR AND PLUMBING CONTRACTOR: PRIOR TO TRENCHING FOR GAS SERVICE LINES, DRY UTILITY CONTRACTOR AND PLUMBING CONTRACTOR SHALL MEET WITH GAS CO. INSPECTOR TO CONFIRM HOUSE LINE LOCATIONS AND GAS CO. RISER LOCATION-ALL SITES ON PROJECT.

AutoCAD SHX Text

DRY UTILITY COMPOSITE PLAN/UTILITY PLAN COORDINATION

AutoCAD SHX Text

PROJECT MANAGER:

AutoCAD SHX Text

DEVELOPER:

AutoCAD SHX Text

PLANS PREPARED BY:

AutoCAD SHX Text

CKD BY:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DWN BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SHEET:

AutoCAD SHX Text

OF

AutoCAD SHX Text

SHEETS

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text B

AutoCAD SHX Text L

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text Y

AutoCAD SHX Text O

AutoCAD SHX Text U

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text

UNDERGROUND SERVICE ALERT

AutoCAD SHX Text

CALL:

AutoCAD SHX Text

AutoCAD SHX Text

WWW.DIGALERT.ORG

AutoCAD SHX Text

TWO WORKING DAYS BEFORE YOU DIG

AutoCAD SHX Text

RGI

AutoCAD SHX Text

EA

AutoCAD SHX Text

MARK MCKEEHAN

AutoCAD SHX Text 1"=20'

AutoCAD SHX Text

AutoCAD SHX Text 06/21/22

AutoCAD SHX Text

PROJECT#: 30.014.001

AutoCAD SHX Text

COMPANY NAME

AutoCAD SHX Text

SECURITY

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

STREET LIGHT

AutoCAD SHX Text

POWER

AutoCAD SHX Text

COMPETITIVE ACCESS

AutoCAD SHX Text

GAS

AutoCAD SHX Text

CATV

AutoCAD SHX Text

CALLOUT KEY

AutoCAD SHX Text

GAS

AutoCAD SHX Text

STRUCTURE, OR STRUCTURE TO CAP.

AutoCAD SHX Text

DUCT BANK FOOTAGE-STRUCTURE TO

AutoCAD SHX Text

SIZE OF SEC CONDUITS

AutoCAD SHX Text

NUMBER OF SEC CONDUITS

AutoCAD SHX Text

CONNECTION, OR CONNECTION TO CAP.

AutoCAD SHX Text

FOOTAGE OF PIPELINE-CONNECTION TO

AutoCAD SHX Text

SIZE OF GAS PIPELINE

AutoCAD SHX Text

STRUCTURE, OR STRUCTURE TO CAP.

AutoCAD SHX Text

DUCT BANK FOOTAGE-STRUCTURE TO

AutoCAD SHX Text

SIZE OF CONDUITS

AutoCAD SHX Text

NUMBER OF COMPETITIVE ACCESS CONDUITS

AutoCAD SHX Text

STRUCTURE, OR STRUCTURE TO CAP.

AutoCAD SHX Text

DUCT BANK FOOTAGE-STRUCTURE TO

AutoCAD SHX Text

SIZE OF CONDUITS

AutoCAD SHX Text

NUMBER OF CATV CONDUITS

AutoCAD SHX Text

STRUCTURE, OR STRUCTURE TO CAP.

AutoCAD SHX Text

DUCT BANK FOOTAGE-STRUCTURE TO

AutoCAD SHX Text

SIZE OF CONDUITS

AutoCAD SHX Text

NUMBER OF TELEPHONE CONDUITS

AutoCAD SHX Text

STRUCTURE, OR STRUCTURE TO CAP.

AutoCAD SHX Text

DUCT BANK FOOTAGE-STRUCTURE TO

AutoCAD SHX Text

SIZE OF CONDUITS

AutoCAD SHX Text

NUMBER OF STREET LIGHT CONDUITS

AutoCAD SHX Text

STRUCTURE, OR STRUCTURE TO CAP.

AutoCAD SHX Text

DUCT BANK FOOTAGE-STRUCTURE TO

AutoCAD SHX Text

SIZE OF CONDUITS

AutoCAD SHX Text

NUMBER OF POWER CONDUITS

AutoCAD SHX Text

CONSULTANTS

AutoCAD SHX Text

DRY UTILITY

AutoCAD SHX Text X

AutoCAD SHX Text

INFORMATION NOTE: PARK GRADING RAISES GRADER @ THIS GUY ANCHOR APPROXIMATELY 1'

AutoCAD SHX Text NOTE: 2 EXISTING GUY ANCHOR TO BE RESET AFTER PARK GRADING RAISES GRADE @ ANCHORS APPROXIMATELY 5-7 FEET

NOTE: 2 EXISTING GUY ANCHOR TO BE RESET AFTER PARK GRADING RAISES GRADE @ ANCHORS APPROXIMATELY 5-7 FEET

Sheets and Views
06-28-22 - 30.014.001 - CRAWFORD CANYON PARK - ORANGE COUNTY - DUCP-SHT (1)
06-28-22 - 30.014.001 - CRAWFORD CANYON PARK - ORANGE COUNTY - DUCP-SHT (2)
06-28-22 - 30.014.001 - CRAWFORD CANYON PARK - ORANGE COUNTY - DUCP-SHT (3)

File details come from the government source that posted it. Updated .