rfb_13199_for_info_only_18-SDG&E_transmission_TL_683_permanent_OH_pole_relocation.pdf

5100 PROJECT SPECIFIC DRAWINGS

N

REV

WORK ORDER/

BUDGET

DWN CHECKED APPV'D DATE

00 2952902/21130 JHA/JJS SMB CPD 5/5/2023

Location

Number Structure Number Stake Description

X Easting

(ft)

Y Northing

(ft)

Z Elevation

(ft)

Center of Pole to

Anchor (ft)

Depth of

Anchor (ft)

2 Z113302 LOC 2_Z113302_STRUCT C/L 6325180.51 2043106.51 1465.83 - -

2 Z113302 LOC 2_Z113302_LO 25'_V-NOTCH 6325163.88 2043125.18 1463.39 - -

2 Z113302 LOC 2_Z113302_RO 25' 6325197.14 2043087.85 1463.60 - -

3 Z518441 LOC 3_Z518441_STRUCT C/L 6325210.47 2043275.61 1466.61 - -

3 Z518441 LOC 3_Z518441_LO 25' 6325185.59 2043277.97 1464.61 - -

3 Z518441 LOC 3_Z518441_RO 25' 6325235.36 2043273.24 1469.72 - -

4 Z518440 LOC 4_Z518440_STRUCT C/L 6325214.90 2043585.29 1472.07 - -

4 Z518440 LOC 4_Z518440_LO 25' 6325189.90 2043585.54 1473.88 - -

4 Z518440 LOC 4_Z518440_RO 25' 6325239.90 2043585.03 1477.14 - -

Horizontal Datum & EPOCH:

NAD 83 Zone VI, 2011

Vertical Datum:

NAVD88

Unit of Measure:

U.S. Survey Foot

SAN DIEGO GAS AND ELECTRIC

TRANSMISSION ENGINEERING

STAKING TABLE

Cole Grade Road Relocation Project

TL683

CHANGE

ISSUED FOR CONSTRUCTION

STAKING REQUIREMENTS:

1. AT EACH STUCTURE CENTER, DRIVE A 60D NAIL OR 1" SQUARE WOODEN STAKE WITH TACK AT EACH STUCTURE CENTER. DRIVE A LATH ADJACENT TO

THE NAIL AND MARK THE LATH WITH THE DESIGNATED STAKE DESCRIPTION. FLAG THE LATH WITH BRIGHT SURVEY FLAGGING OR FLOURESCENT PAINT.

IF NECESSARY USE FLOURESCENT PAINT TO IDENTIFY THE CENTER NAIL AND STRUCTURE NUMBER.

2. AT EACH STRUCTURE LOCATION, DRIVE A REFERENCE 60D NAIL AND GUARD LATH RIGHT AND LEFT OF THE CENTER NAIL ON THE STRUCTURE BISECTOR. IF

NOT DESIGNATED, RIGHT AND LEFT OFFSET DISTANCE SHALL BE 25' FROM STRUCTURE CENTER. MARK THE DESIGNATED STAKE DESCRIPTION ON THE

STAKE OR LATH. OFFSET STAKE LATH SHALL BE A DIFFERENT COLOR THAN STRUCTURE CENTER LATH. SPECIFY OFFSET DISTANCE, IF DIFFERENT THAN 25'.

3. IF NOT DESIGNATED, THE V-NOTCH LINE SHALL BE BASED ON THE MAIN CIRCUIT. THE V-NOTCH LINE IS APPLICABLE FOR CONCRETE FOUNDATION, ANCHOR BOLT TEMPLATE AND STEEL POLE BASE PLATE.

4. REMOVE ALL PREVIOUS STRUCTURE STAKES.

5. STAKE DESCRIPTION SHALL BE NOTED EXACTLY AS SHOWN IN THE STAKE DESCRIPTIONS FIELD OF THIS TABLE.

Drawing No. 2016-0001-A-5112-001 of 1

399.7 ft 171.7 ft 309.7 ft 475.3 ft 311.4 ft

01 21130 2952902 MJB JJS CPD 6/23/2023

00 21130 2952902 JJS/JHA SMB CPD 5/5/2023

REV BUDGET CONST.ORDER CHANGE DRAWN CHECKED APPROVED DATE SCALE: NONE

LINE ANGLE 0.00° -76.50° -9.23° -0.47° -0.34°

LOCATION NUMBER 1 2 3 4 5

STATION (ft) 04+91.0 08+90.7 10+62.4 13+72.2 18+47.5

STRUCTURE NUMBER [Z113303] Z113302 Z518441 Z518440 [Z518439]

STRUCTURE FAMILY SW-WEATH FDN-GALV SW-WEATH SW-WEATH SW-WEATH

STRUCTURE LENGTH (ft)/ CLASS 80'-H3 84'-EP 90'-H7M 85'-H3 70'-H3

STRUCTURE CONFIGURATION Y-EXP ZPI-EXP-HD ZPI-EXP-HD

STRUCTURE DESIGNATION DB-TAN ENG-TERM DE DB-TAN DB-TAN DB-TAN

ASSEMBLY DRAWING 2016-0001-A.5610.01 STD 19037HDSW-636 STD 19037HDSW-636

STRUCTURE DRAWING STD 17231-636 STD 13205SW-636 STD 13205SW-636

STEEL POLE (SP#) SP-2807 - -

GROUNDING DRAWING STD 21130 STD 21120 STD 21120

EMBEDDED DEPTH - 5.5 ft 17.5 ft 11.5 ft -

INSTALL TRANSMISSION

NEW STRUCTURE OFFSET (ft) EXISTING SURVEY TO STAKE SURVEY TO STAKE SURVEY TO STAKE EXISTING

69kV: TRANSFER 3 X (1)-636 KCMIL ACSS/AW FROM

EXISTING [Z518441] AND MAINTAIN EXISTING TENSIONS.

EMBEDMENT SHOWN FOR GRADE AT TIME OF

CONSTRUCTION. STRUCTURE WILL REQUIRE ADDITIONAL

3.5 FEET OF CORROCOTE TO ACCOMMODATE ADDITIONAL

GRADING BY CUSTOMER AFTER CONSTRUCTION. GROUND

SLEEVE AND GROUND NUTS ABOVE GRADE SHOULD BE

EXTENDED AND SHIFTED UP THE POLE AN EQUIVALENT

AMOUNT AS WELL.

BACKFILL PER STD 21120. PRIOR TO INSTALLING POLE,

PLACE 12" LAYER OF CRUSHED ROCK. BACKFILL WITH 3000

PSI CONCRETE

EXISTING, 69KV: REPLACE EXISTING LINE GUARDS AND

UNCLIP, BALANCE TENSIONS AND RECLIP.

69kV: TRANSFER 3 X (1)-636 KCMIL ACSS/AW FROM

EXISTING [Z518440] AND MAINTAIN EXISTING TENSIONS.

EMBEDMENT SHOWN FOR GRADE AT TIME OF

CONSTRUCTION. STRUCTURE WILL REQUIRE ADDITIONAL

6 FEET OF CORROCOTE TO ACCOMMODATE ADDITIONAL

GRADING BY CUSTOMER AFTER CONSTRUCTION. GROUND

SLEEVE AND GROUND NUTS ABOVE GRADE SHOULD BE

EXTENDED AND SHIFTED UP THE POLE AN EQUIVALENT

AMOUNT AS WELL.

BACKFILL PER STD 21120. PRIOR TO INSTALLING POLE,

PLACE 12" LAYER OF CRUSHED ROCK. BACKFILL WITH 3000

PSI CONCRETE

69kV: TRANSFER 3 X (1)-636 KCMIL ACSS/AW FROM

EXISTING [Z113302] AND MAINTAIN EXISTING TENSIONS.

INSTALL DRILLED PIER FOUNDATION PER DWG 2016-001-

A.5730.01

EXISTING, 69KV: REPLACE EXISTING LINE GUARDS AND

UNCLIP, BALANCE TENSIONS AND RECLIP.

DISTRIBUTION GUYING

INSTALL DISTRIBUTION C908 DISTRIBUTION TRANSFERS DONE IN APPLICANT

DESIGNER PACKAGE. SEE JOB NOTIFICATION # 3-405334.

C908 DISTRIBUTION TRANSFERS DONE IN APPLICANT

DESIGNER PACKAGE. SEE JOB NOTIFICATION # 3-405334.

C908 DISTRIBUTION TRANSFERS DONE IN APPLICANT

DESIGNER PACKAGE. SEE JOB NOTIFICATION # 3-405334.

C908 DISTRIBUTION TRANSFERS DONE IN APPLICANT

DESIGNER PACKAGE. SEE JOB NOTIFICATION # 3-405334.

TRANSMISSION GUYING

INSTALL COMMUNICATIONS CIP SCOPE IN APPLICANT DESIGNER PACKAGE. SEE JOB

NOTIFICATION # 3-405334.

CIP SCOPE IN APPLICANT DESIGNER PACKAGE. SEE JOB

NOTIFICATION # 3-405334.

REMOVALS

TRANSFERS

75'-1 STEEL POLE80'-H3 STEEL POLE

SPAN GUYS TO P295592

60'-1 STEEL POLE

SPAN GUYS TO P295595

STRUCTURE DATA

TL683

SHEET 1 OF 3

AHEAD SPAN LENGTH

SAN DIEGO GAS & ELECTRIC

TL683

COLE GRADE ROAD

RELOCATION PROJECT

TRANSMISSION ENGINEERING & DESIGN

2016-0001-A-5113-683

ISSUED FOR CONSTRUCTION

ADDED BACKFILL DESCRIPTION AND NOTED DRILLED PIER LOCATIONS

6/16/2023 2:47 PM

01 21130 2952902 MJB JJS CPD 6/23/2023

00 21130 2952902 JJS/JHA SMB CPD 5/5/2023

REV BUDGET CONST.ORDER CHANGE DRAWN CHECKED APPROVED DATE SCALE: NONE

STRUCTURE DATA

TL683

SHEET 2 OF 3

AHEAD SPAN LENGTH

SAN DIEGO GAS & ELECTRIC

TL683

COLE GRADE ROAD

RELOCATION PROJECT

TRANSMISSION ENGINEERING & DESIGN

2016-0001-A-5113-683

50'-1 STEEL POLE AFTER NEW TRANSMISSION WORK

COMPLETED (TO BE INSTALLED BY APPLICANT DESIGNER)

HEAD GUYS AND HARDWARE

ISSUED FOR CONSTRUCTION

ADDED BACKFILL DESCRIPTION AND NOTED DRILLED PIER LOCATIONS

REMOVALS

TRANSFERS

55'-H4 STEEL POLE AFTER NEW TRANSMISSION WORK

COMPLETED (TO BE INSTALLED BY APPLICANT DESIGNER)

HEAD GUYS, DOWN GUYS, AND HARDWARE

50'-H2 STEEL POLE AFTER NEW TRANSMISSION WORK

COMPLETED (TO BE INSTALLED BY APPLICANT DESIGNER)

HEAD GUYS AND HARDWARE

INSTALL COMMUNICATIONS CIP SCOPE IN APPLICANT DESIGNER PACKAGE. SEE JOB

NOTIFICATION # 3-405334.

CIP SCOPE IN APPLICANT DESIGNER PACKAGE. SEE JOB

NOTIFICATION # 3-405334.

DISTRIBUTION GUYING

INSTALL DISTRIBUTION C908 DISTRIBUTION TRANSFERS DONE IN APPLICANT

DESIGNER PACKAGE. SEE JOB NOTIFICATION # 3-405334.

C908 DISTRIBUTION TRANSFERS DONE IN APPLICANT

DESIGNER PACKAGE. SEE JOB NOTIFICATION # 3-405334.

TRANSMISSION GUYING

NEW STRUCTURE OFFSET (ft) EXISTING EXISTING

[RFS] [RFS] [RFS]

EMBEDDED DEPTH - -

INSTALL TRANSMISSION

STEEL POLE (SP#)

GROUNDING DRAWING

ASSEMBLY DRAWING

STRUCTURE DRAWING

STRUCTURE CONFIGURATION [RFS] [RFS] [RFS]

STRUCTURE DESIGNATION [RFS] [RFS] [RFS]

STRUCTURE FAMILY [RFS] SW-WEATH [RFS] SW-WEATH [RFS]

STRUCTURE LENGTH (ft)/ CLASS 60'-H4 50'-1

LINE ANGLE

LOCATION NUMBER 6 7 8 9 10

STATION (ft)

STRUCTURE NUMBER [P295592] [P295594] [P295595] [P295596] [P295597]

6/16/2023 11:56 AM

01 21130 2952902 MJB JJS CPD 6/23/2023

00 21130 2952902 JJS/JHA SMB CPD 5/5/2023

REV BUDGET CONST.ORDER DRAWN CHECKED APPROVED DATE SCALE: NONE

LINE ANGLE

LOCATION NUMBER 11 12 - - -

STATION (ft)

STRUCTURE NUMBER [Z207016] [P294981]

STRUCTURE FAMILY [RFS] SW-WEATH

STRUCTURE LENGTH (ft)/ CLASS 50'-1

STRUCTURE CONFIGURATION [RFS]

STRUCTURE DESIGNATION [RFS]

ASSEMBLY DRAWING

STRUCTURE DRAWING

STEEL POLE (SP#)

GROUNDING DRAWING

EMBEDDED DEPTH -

INSTALL TRANSMISSION

NEW STRUCTURE OFFSET (ft) EXISTING

[RFS]

DISTRIBUTION GUYING

INSTALL DISTRIBUTION C908 DISTRIBUTION REMOVALS AND TRANSFERS DONE IN

APPLICANT DESIGNER PACKAGE. SEE JOB NOTIFICATION #

3-405334.

TRANSMISSION GUYING

INSTALL COMMUNICATIONS CIP SCOPE IN APPLICANT DESIGNER PACKAGE. SEE JOB

NOTIFICATION # 3-405334.

2016-0001-A-5113-683

REMOVALS

TRANSFERS

25' STEEL POLE

ADDED BACKFILL DESCRIPTION AND NOTED DRILLED PIER LOCATIONS STRUCTURE DATA

ISSUED FOR CONSTRUCTION TL683

CHANGE SHEET 3 OF 3

AHEAD SPAN LENGTH - - - -

SAN DIEGO GAS & ELECTRIC

TL683

COLE GRADE ROAD

RELOCATION PROJECT

TRANSMISSION ENGINEERING & DESIGN

6/16/2023 11:56 AM

PLS-CADD DRAWING

[Z113303]

B

C

Z113302

A

B

C

Z518441

A

B

C

Z518440

A

B

C

[Z518439]

A

B

C

ORDER

CONST

BUDGET REVISION DESCRIPTION APPV DWN CHKD DATE REV

SAN DIEGO GAS & ELECTRIC

TRANSMISSION ENGINEERING

DRAWING NUMBER

NOT DRAWN TO SCALE

PHASING DIAGRAM

TL683

CUSTOMER RELOCATION PROJECT

TL683 COLE GRADE ROAD

Z113303 TO Z518439

2016-0001-A-5115-001 OF 1

21130 2952902 ISSUED FOR CONSTRUCTION JHA/JJS SMB CPD 5/5/23

A

NOTES:

1. ALL VIEWS ARE LOOKING AHEAD ON LINE.

2. 69KV PHASE SYMBOLS A, B, & C ARE REPRESENTATIVE ONLY.

MAINTAIN EXISTING PHASING.

3. CONTRACTOR TO VERIFY PHASING.

LOOKING EAST LOOKING NORTH LOOKING NORTH LOOKING NORTH LOOKING NORTH

DESIGN

TENSION

(LBS)

NO. COND

PER PHASE

NO. COND

PER

CIRCUIT

TIELINE

DESIGN

TENSION

(LBS)

(GO95 LT)

NO. COND

PER PHASE

NO. COND

PER

CIRCUIT

TIELINE

4000 1 3 2 TL683

4000 1 3 2 TL683

NO. COND

PER PHASE

NO. COND

PER

CIRCUIT

DISTANCE

(FT)

TIELINE

00 21130 2952902 JJS/JHA SMB CPD 5/5/2023

REV BUDGET CONST ORDER DRAWN CHECKED APPV’D DATE 2016-0001-A-5116-683-001 OF 1

CONDUCTOR DATA

STRING NEW

REMARKSCONDUCTOR STRINGING TABLE

FROM

LOCATION # STRUCTURE

TO

LOCATION # STRUCTURE

[Z113305] Z113302

TRANSFER EXISTING

CONDUCTOR STRINGING TABLE

FROM

LOCATION # STRUCTURE

TO

LOCATION # STRUCTURE

REMARKS

REPLACE EXISTING LINE GUARDS AND UNCLIP, BALANCE

TENSION AND RECLIP AT [Z113303] AND [Z518439].

5117-001636.0 kcmil 24/7 Rook/ACSS/AW2

Z113302

REMARKS

CHANGE

ISSUED FOR CONSTRUCTION

CONDUCTOR DATA

* SEE STRINGING TABLE FOR STRINGING TENSIONS

TL683

COLE GRADE ROAD

RELOCATION PROJECT

SAN DIEGO GAS AND ELECTRIC

TRANSMISSION ENGINEERING AND DESIGN

TL683

CONDUCTOR

REMOVE EXISTING

FROM

LOCATION # STRUCTURE

TO

LOCATION # STRUCTURE

636.0 kcmil 24/7 Rook/ACSS/AW2 [Z518438]5117-002

00 21130 2952902 JJS/JHA SMB CPD 5/5/2023

REV BUDGET CONST ORDER DRAWN CHECKED APPV’D DATE

LOCATION

FROM

TO 2

DRAWING NUMBER 002

[Z113305]

STRUCTURE #

TRANSFER EXISTING 636 (ROOK ACSS AW2) Z113302

2016-0001-A-5117-683-001

COLE GRADE ROAD RELOCATION PROJECT

TL683

SAN DIEGO GAS AND ELECTRIC

TRANSMISSION ENGINEERING

STRINGING TABLE

NOTE: EXISTING CONDUCTOR TO BE TRANSFERRED TO MATCH EXISTING TENSIONS. STRINGING CHARTS PROVIDED FOR REFERENCE ONLY.

Section #1 from structure #[Z113305] to structure #Z113302, start set #1 '69kV', end set #1 'CKT'

Cable 'C:\Users\jstevens\OneDrive - POWER Engineers, Inc\Cole Grade Road\AD Updates 20230406\Design Exist TIN\03 - Cables\ROOK_ACSS_AW2_GCC.graphsag.wir', Ruling span (ft)

451.464

Sagging data: User specified unstressed cable length in each span

Weather case for final after creep 60 DegF, Equivalent to 6.5 (deg F) temperature increase

Weather cases for final after load:

'GO95 Light'

'Known Local Wind Light 65' (controlling case), Equivalent to 19.2 (deg F) temperature increase

Results below for condition 'Creep FE'

Calculations done using actual span lengths and vertical projections

+ Span From + + Span To + Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span

Str. Set Ph. Str. Set Ph. Length Span Span Span Span Span Span Span Span Span Span Span Span Span Struct Vertical

Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection

40 F 45 F 50 F 55 F 60 F 65 F 70 F 75 F 80 F 85 F 90 F 95 F 100 F

(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)

[Z113305] 1 1[Z113303] 1 1 491.0 7.02 7.15 7.28 7.41 7.61 7.77 8.01 8.22 8.45 8.68 8.90 9.13 9.35 [Z113305] 30.19

[Z113305] 1 2[Z113303] 1 2 491.1 7.03 7.15 7.28 7.42 7.61 7.77 8.01 8.23 8.45 8.68 8.91 9.13 9.35 [Z113305] 30.56

[Z113305] 1 3[Z113303] 1 3 491.0 7.02 7.15 7.28 7.41 7.61 7.77 8.01 8.22 8.45 8.68 8.90 9.13 9.35 [Z113305] 30.25

[Z113303] 1 1 Z113302 1 1 399.3 4.64 4.73 4.83 4.94 5.10 5.25 5.44 5.63 5.83 6.03 6.22 6.42 6.61 [Z113303] 17.84

[Z113303] 1 2 Z113302 1 2 399.0 4.63 4.72 4.82 4.93 5.09 5.24 5.43 5.63 5.82 6.02 6.21 6.41 6.60 [Z113303] 13.25

[Z113303] 1 3 Z113302 1 3 398.8 4.62 4.72 4.82 4.92 5.09 5.23 5.42 5.62 5.82 6.01 6.21 6.40 6.59 [Z113303] 8.76

+ Span From + + Span To + Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz

Str. Set Ph. Str. Set Ph. Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension

40 F 45 F 50 F 55 F 60 F 65 F 70 F 75 F 80 F 85 F 90 F 95 F 100 F

(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)

[Z113305] 1 1[Z113303] 1 1 3360 3301 3243 3182 3100 3037 2945 2869 2792 2719 2650 2585 2524

[Z113305] 1 2[Z113303] 1 2 3360 3301 3243 3183 3100 3038 2946 2870 2792 2719 2650 2586 2525

[Z113305] 1 3[Z113303] 1 3 3360 3301 3243 3183 3100 3038 2946 2870 2792 2719 2650 2586 2524

[Z113303] 1 1 Z113302 1 1 3384 3315 3248 3178 3077 2992 2885 2785 2691 2603 2521 2445 2374

[Z113303] 1 2 Z113302 1 2 3384 3315 3248 3178 3076 2991 2884 2784 2690 2602 2520 2444 2373

[Z113303] 1 3 Z113302 1 3 3384 3316 3249 3178 3076 2991 2884 2784 2690 2602 2520 2444 2373

OF

00 21130 2952902 JJS/JHA SMB CPD 5/5/2023

REV BUDGET CONST ORDER DRAWN CHECKED APPV’D DATE

LOCATION

FROM 2

TO

DRAWING NUMBER 002

STRINGING TABLE TRANSFER EXISTING 636 (ROOK ACSS AW2) [Z518438]

2016-0001-A-5117-683-002

STRUCTURE #

TL683 Z113302

SAN DIEGO GAS AND ELECTRIC

TRANSMISSION ENGINEERING

COLE GRADE ROAD RELOCATION PROJECT

NOTE: EXISTING CONDUCTOR TO BE TRANSFERRED TO MATCH EXISTING TENSIONS. STRINGING CHARTS PROVIDED FOR REFERENCE ONLY.

Section #11 from structure #Z113302 to structure #[Z518438], start set #11 'CKT', end set #1 '69kV'

Cable 'C:\Users\jstevens\OneDrive - POWER Engineers, Inc\Cole Grade Road\AD Updates 20230406\Design Exist TIN\03 - Cables\ROOK_ACSS_AW2_GCC.graphsag.wir', Ruling span (ft)

368.412

Sagging data: User specified unstressed cable length in each span

Weather case for final after creep 60 DegF, Equivalent to 6.5 (deg F) temperature increase

Weather cases for final after load:

'GO95 Light'

'Known Local Wind Light 65' (controlling case), Equivalent to 16.3 (deg F) temperature increase

Results below for condition 'Creep FE'

Calculations done using actual span lengths and vertical projections

+ Span From + + Span To + Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span

Str. Set Ph. Str. Set Ph. Length Span Span Span Span Span Span Span Span Span Span Span Span Span Struct Vertical

Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection

40 F 45 F 50 F 55 F 60 F 65 F 70 F 75 F 80 F 85 F 90 F 95 F 100 F

(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)

Z113302 11 1 Z518441 1 1 171.5 0.85 0.87 0.90 0.92 0.96 1.02 1.09 1.18 1.27 1.36 1.44 1.54 1.57 Z113302 -3.93

Z113302 11 2 Z518441 1 2 171.3 0.84 0.87 0.89 0.92 0.96 1.01 1.08 1.17 1.26 1.36 1.43 1.53 1.56 Z113302 -3.93

Z113302 11 3 Z518441 1 3 171.1 0.84 0.87 0.89 0.92 0.96 1.01 1.09 1.17 1.26 1.36 1.43 1.53 1.56 Z113302 -3.93

Z518441 1 1 Z518440 1 1 310.2 2.73 2.79 2.86 2.93 3.03 3.16 3.30 3.47 3.64 3.81 3.98 4.14 4.32 Z518441 6.46

Z518441 1 2 Z518440 1 2 310.2 2.72 2.79 2.86 2.93 3.03 3.15 3.30 3.47 3.63 3.80 3.97 4.14 4.31 Z518441 6.46

Z518441 1 3 Z518440 1 3 310.2 2.72 2.79 2.86 2.93 3.03 3.15 3.30 3.47 3.63 3.80 3.97 4.14 4.31 Z518441 6.46

Z518440 1 1[Z518439] 1 1 475.1 6.57 6.69 6.81 6.94 7.12 7.29 7.50 7.72 7.94 8.16 8.38 8.60 8.82 Z518440 13.42

Z518440 1 2[Z518439] 1 2 475.3 6.57 6.69 6.81 6.95 7.12 7.29 7.50 7.72 7.94 8.16 8.39 8.60 8.82 Z518440 17.71

Z518440 1 3[Z518439] 1 3 475.2 6.57 6.69 6.81 6.94 7.12 7.29 7.50 7.72 7.94 8.16 8.38 8.60 8.82 Z518440 22.43

[Z518439] 1 1[Z518438] 1 1 311.8 2.76 2.82 2.89 2.97 3.07 3.19 3.34 3.50 3.67 3.84 4.02 4.18 4.36 [Z518439] 18.51

[Z518439] 1 2[Z518438] 1 2 311.5 2.75 2.82 2.89 2.96 3.06 3.18 3.33 3.50 3.67 3.84 4.01 4.17 4.35 [Z518439] 18.65

[Z518439] 1 3[Z518438] 1 3 311.4 2.75 2.82 2.88 2.96 3.06 3.18 3.33 3.49 3.66 3.83 4.00 4.17 4.34 [Z518439] 18.53

+ Span From + + Span To + Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz

Str. Set Ph. Str. Set Ph. Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension

40 F 45 F 50 F 55 F 60 F 65 F 70 F 75 F 80 F 85 F 90 F 95 F 100 F

(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)

Z113302 11 1 Z518441 1 1 3509 3415 3322 3224 3094 2923 2727 2529 2348 2182 2069 1935 1896

Z113302 11 2 Z518441 1 2 3516 3421 3328 3231 3102 2935 2738 2539 2357 2190 2075 1938 1899

Z113302 11 3 Z518441 1 3 3510 3416 3323 3225 3095 2925 2728 2530 2348 2182 2069 1935 1896

Z518441 1 1 Z518440 1 1 3450 3369 3289 3206 3099 2979 2846 2710 2585 2470 2364 2270 2178

Z518441 1 2 Z518440 1 2 3452 3371 3292 3208 3101 2982 2849 2713 2587 2472 2366 2272 2180

Z518441 1 3 Z518440 1 3 3452 3371 3292 3209 3102 2983 2849 2713 2588 2473 2367 2272 2180

Z518440 1 1[Z518439] 1 1 3360 3300 3240 3178 3100 3026 2941 2859 2778 2703 2632 2565 2502

Z518440 1 2[Z518439] 1 2 3362 3301 3242 3180 3101 3028 2943 2861 2780 2704 2633 2566 2503

Z518440 1 3[Z518439] 1 3 3362 3301 3242 3180 3102 3029 2943 2861 2780 2705 2633 2566 2503

[Z518439] 1 1[Z518438] 1 1 3448 3367 3288 3205 3099 2982 2849 2713 2588 2474 2368 2274 2182

[Z518439] 1 2[Z518438] 1 2 3451 3370 3291 3208 3102 2985 2852 2716 2591 2476 2370 2276 2184

[Z518439] 1 3[Z518438] 1 3 3451 3370 3291 3208 3102 2986 2853 2717 2591 2476 2370 2276 2184

OF

REV

WORK ORDER/

BUDGET

DWN CHECKED APPV'D DATE

2952902/

21130

JJS/JHA SMB CPD 5/5/2023

WIRE SIZE

STOCK # N/A STOCKBRIDGE DAMPER

X1 X2 X1 X2

NO DAMPERS REQUIRED

Back Span

Length (ft)

Ahead Span

Length (ft)

VOLTAGE LEVEL DAMPER SCHEDULE

Back Span (in) Ahead Span (in)Location

Number

Structure

Number Figure #

Tangent

Figure 1

Deadend

Figure 2

NOTES: NO DAMPERS REQUIRED.636.0 kcmil 24/7 ROOK/ACSS/AW2

CHANGE

ISSUED FOR CONSTRUCTION

SAN DIEGO GAS AND ELECTRIC

TRANSMISSION ENGINEERING

DAMPER SCHEDULE

COLE GRADE ROAD

RELOCATION PROJECT

TL683

Drawing No. 2016-0001-A-5118-683-001 of 001

-2

P

I -7

'0

P I -9

'4

Z

P

P

P

Z

E

P

F D

N -G

A L V

S

T D

-6

H

M

W -W

E A

H

D

S

W -6

-W E

A

D

S

W -6

-W E

A

D

S

W -6

-W E

A

D

S

W -6

491 116

115 172, 139 310, 125

475, 94

400, 244, 68

[Z113305]

[P36211]

[P296012]

[P294981]

Z113302

Z518441

Z518440

[Z518439]

[Z518438]

[P614527]

[P616912]

[Z113303]

[P295596]

[P295599]

[P614936]

[P295598]

[P719303]

[P295597]

[P295595]

[Z207016]

P I 1

.6

-9 °1

'4

SAN DIEGO GAS & ELECTRIC

TRANSMISSION ENGINEERING

SCALE IS FROM 24X36 ORIGINAL

PLAN & PROFILE

REVISION DESCRIPTION BUDGET REV WORK ORDER

DRN CHKD DATE APPV

CONDUCTOR DISPLAYED CONDITIONS

TL683

CUSTOMER RELOCATION PROJECT

TL683 COLE GRADE ROAD

Z113303 TO Z518439

PROFILE

69KV

12KV 3RD PARTY CIP

15' LEFT SIDE PROFILE

15' RIGHT SIDE PROFILE

32' 69KV GROUND CLEARANCE LINE

EX. 69KV 270°F MAX SAG

EX. 12KV 167°F MAX SAG

EX. COMM 130°F MAX SAG

NOTES:

1. WIRES TRANSFERRED AT EXISTING TENSIONS.

2. ALL CONDUCTORS SHOWN AT MAXIMUM SAG. 20' CIP GROUND CLEARANCE LINE

PLAN

ALIGNMENT

EX. SEC 130°F MAX SAG

SECONDARY

H

IL

L D A L E R

C O

L E G

R A D E

TRANSFER EXISTING

69KV: 636 ROOK

ACSS/AW

RS=453`

TRANSFER EXISTING 69KV:

636 ROOK ACSS/AW

RS=368`

2016-0001-A-5120-001 OF 2

AD TO TRANSFER (SEE NOTE 2)

12KV: 636 ROOK

ACSR/AW

AD TO TRANSFER (SEE NOTE 2)

CIP: 1" TELEPHONE

9` MIN

9` MIN

9` MIN

9` MIN

21130 2952902 ISSUED FOR CONSTRUCTION JHA/JJS SMB CPD 5/5/23

NOTES:

1. TRANSMISSION WIRES TRANSFERRED AT EXISTING TENSIONS.

2. C908 DISTRIBUTION AND CIP TRANSFERS DONE IN APPLICANT

DESIGNER (AD) PACKAGE. SEE JOB NOTIFICATION # 3-405334.

3. ALL CONDUCTORS SHOWN AT MAXIMUM SAG.

VERT. SCALE

HORIZ. SCALE

30.0 FT.

150.0 FT.

1750 [ P

P

172, 139

310, 125

[P296012] [P294981]

Z113302

Z518441

Z518440

[P616912]

[P295594]

[P295596]

[P295598]

[P295597]

[P295592]

[P295595]

[Z207016]

SAN DIEGO GAS & ELECTRIC

TRANSMISSION ENGINEERING

SCALE IS FROM 24X36 ORIGINAL

PLAN & PROFILE

REVISION DESCRIPTION BUDGET REV WORK ORDER

DRN CHKD DATE APPV

CONDUCTOR DISPLAYED CONDITIONS

TL683

CUSTOMER RELOCATION PROJECT

TL683 COLE GRADE ROAD

Z113303 TO Z518439

PROFILE

69KV

12KV 3RD PARTY CIP

15' LEFT SIDE PROFILE

15' RIGHT SIDE PROFILE

32' 69KV GROUND CLEARANCE LINE

EX. 69KV 270°F MAX SAG

EX. 12KV 167°F MAX SAG

EX. COMM 130°F MAX SAG

NOTES:

1. WIRES TRANSFERRED AT EXISTING TENSIONS.

2. ALL CONDUCTORS SHOWN AT MAXIMUM SAG. 20' CIP GROUND CLEARANCE LINE

PLAN

ALIGNMENT

EX. SEC 130°F MAX SAG

SECONDARY

C O

L E G

R A D

E

2016-0001-A-5120-002 OF 2

AD TO TRANSFER (SEE NOTE 2)

12KV: 636 ROOK

ACSR/AW

AD TO TRANSFER (SEE NOTE 2)

CIP: 0.5" 50 PAIR

AD TO TRANSFER (SEE NOTE 2)

SEC: #2 AWG TRIPLEX SSC CONCH

AD TO TRANSFER (SEE NOTE 2)

CIP: 0.5" 50 PAIR

E P

F

N

-G A

L V

D

-6

H M

-W

E A

D

S

W -6

21130 2952902 ISSUED FOR CONSTRUCTION JHA/JJS SMB CPD 5/5/23

NOTES:

1. TRANSMISSION WIRES TRANSFERRED AT EXISTING TENSIONS.

2. C908 DISTRIBUTION AND CIP TRANSFERS DONE IN APPLICANT

DESIGNER (AD) PACKAGE. SEE JOB NOTIFICATION # 3-405334.

3. ALL CONDUCTORS SHOWN AT MAXIMUM SAG.

VERT. SCALE

HORIZ. SCALE

30.0 FT.

150.0 FT.

Revision

Date:

Location

Number

(Note 1)

Tieline/Section

SDG&E

Facility Str #

Existing

HAG (ft)

New

HAG (ft)

Embed

(ft)

New %

HAG

New HAG ∆

Height (ft) Transmission

Distribution

(YES or Blank) Communications

Structure

Length (ft) &

Class (Note 3)

Foundation

Type (Note 2)

Removal

Length (ft) &

Class (Note 3)

Stringing

Site

(Y/N)

X Easting (ft)

(Note 4)

Y Northing (ft)

(Note 4)

1 TL683/C908 [Z113303] 68.0 - - - -

EXISTING, REPLACE EXISTING LINE GUARDS AND UNCLIP, BALANCE TENSIONS

AND RECLIP

YES - 80'-H3 SW-WEATH N/A N 6324780.87 2043101.86

2 TL683/C908 Z113302 70.0 78.5 5.5 12 8.5

SET NEW POLE 10.0' NORTHWEST, SURVEY TO STAKE, 69kV: TRANSFER 6 X (1)-

636 KCMIL ACSS/AW

YES (1) CIP WIRE TO P295594 AND Z113303 84'-EP FDN-GALV

80'-H3 STEEL

POLE

N 6325180.511 2043106.51

3 TL683/C908 Z518441 56.0 72.5 17.5 29 16.5

SET NEW POLE 44' SOUTHWEST, SURVEY TO STAKE, 69kV: TRANSFER 3 X (1)-636

KCMIL ACSS/AW

YES

(1) #2 AWG TRIPLEX SEC TO P295596

(2) CIP WIRES TO P295596

90'-H7M SW-WEATH 60'-1 STEEL POLE N 6325210.47 2043275.61

4 TL683 Z518440 60.5 73.5 11.5 21 13.0

SET NEW POLE 18.5' WEST, SURVEY TO STAKE, 69kV: TRANSFER 3 X (1)-636 KCMIL

ACSS/AW

- - 85'-H3 SW-WEATH 75'-1 STEEL POLE N 6325214.90 2043585.29

5 TL683 [Z518439] 60.5 - - - -

EXISTING, REPLACE EXISTING LINE GUARDS AND UNCLIP, BALANCE TENSIONS

AND RECLIP

- - 70'-H3 SW-WEATH N/A N 6325217.78 2044060.59

6 TL683/C908 [P295592] 43.0 - - - - REMOVE STRUCTURE, HEAD GUYS, DOWN GUYS AND HARDWARE - - - [RFS]

55'-H4 STEEL

POLE

(Note 5) N

6325331.369 (Note 5)

2042881.357 (Note 5)

7 C908 [P295594] 47.5 - - - - - YES (1) CIP WIRE TO Z113302 55'-H4 SW-WEATH

N/A

(Note 5) N 6325319.085

(Note 5)

2043101.090 (Note 5)

8 TL683/C908 [P295595] 43.0 - - - - REMOVE STRUCTURE, HEAD GUYS AND HARDWARE - - - [RFS]

50'-H2 STEEL

POLE

(Note 5) N

6325317.032 (Note 5)

2043309.097 (Note 5)

9 C908 [P295596] 43.0 - - - - - YES

(1) #2 AWG TRIPLEX SEC TO Z518441

(2) CIP WIRES TO Z518441

50'-1 SW-WEATH

N/A (Note 5) N

6325315.527 (Note 5)

2043343.575 (Note 5)

10 TL683/C908 [P295597] 43.0 - - - - REMOVE STRUCTURE, HEAD GUY AND HARDWARE - - - [RFS]

50'-1 STEEL

POLE

(Note 5) N

6325307.689 (Note 5)

2043568.353 (Note 5)

11 TL683 [Z207016] 20.0 - - - - REMOVE STRUCTURE, HEAD GUY AND HARDWARE - - - [RFS] 25' STEEL POLE N 6325284.48 2043582.50

12 C908 [P294981] 39.0 - - - - - YES (1) CIP WIRE TO Z113302 50'-1 SW-WEATH

N/A

(Note 5) N 6325065.768

(Note 5)

2043099.592 (Note 5)

Total

Averages

(Note 6)

62.2 74.8 21

TL683 HAG TABLE Cole Grade Road Relocation Project

5/5/2023

Structure Coordinates (GO95 State Plane CA VI)

(EPOCH 2010)

Glossary of Abbreviations RFS -Remove from service CIP -3rd Party Communications HAG -Height Above Grade TAN -Tangent DE -Dead End EP -Engineered/Custom Pole

FDN -Foundation (Note 2) PIER -Concrete Pier Foundation MPL -Micropile Foundation SW -Direct Embed Steel Pole DB -Direct Embedment

WETH -Weathering Steel GALV -Galvanized

Notes

(1) Location Number and Foundation Type are subject to change until design is Final.

(2) Unless otherwise stated, top of foundations (FDN, MPL, PIER) are embeded approximately one foot.

(3) Length of structure includes foundation reveal or the overall length if direct embed.

(4) Units are in Survey Feet unless otherwise indicated.

(5) Structures to be installed by Applicant Designer.

(6) Total Averages only account for structures within replacement scope of work (Z113302, Z518441 and Z518440).

5/5/2023 2016-0001-A-5122 1 of 1