Attachment 4A Drawings 12KV OH-UG-1.pdf

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12KV OVERHEAD TO UNDERGROUND POWER LINE REPLACEMENT

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VICINITY MAP PROJECT MAP

CHIEF, ENGINEERING DIVISION

CHIEF, MILITARY DESIGN BRANCH

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TOTAL SHEETS: 3

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C-001 LEGEND & ABBREVIATIONS

CS101 SITE PLAN

CS102 SITE PLAN - OPTIONAL BID

TOTAL SHEETS: 3

SURVEY

SHEET NUMBER SHEET NAMES

V-100 TOPO SURVEY

V-101 TOPO SURVEY

V-102 TOPO SURVEY

V-103 TOPO SURVEY

V-104 TOPO SURVEY

V-105 TOPO SURVEY

V-100 TOPO SURVEY

V-106 TOPO SURVEY

ELECTRICAL

SHEET NUMBER SHEET NAMES

E-001 LEGEND & ABBREVIATIONS

ED101 SITE DEMO PLAN

ED102 SITE DEMO PLAN

ED103 SITE DEMO PLAN

ED104 SITE DEMO PLAN

ED105 SITE DEMO PLAN

ED106 SITE DEMO PLAN

ED107 SITE DEMO PLAN

ED108 SITE DEMO PLAN

ED109 SITE DEMO PLAN

ED110 SITE DEMO PLAN

ED111 SITE DEMO PLAN

ED112 SITE DEMO PLAN

E-101 SITE PLAN

E-102 SITE PLAN

E-103 SITE PLAN

E-104 SITE PLAN

E-105 SITE PLAN

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TOTAL SHEETS: 55

V-107 TOPO SURVEY

V-108 TOPO SURVEY

V-109 TOPO SURVEY

V-110 TOPO SURVEY

V-111 TOPO SURVEY

V-112 TOPO SURVEY

V-113 TOPO SURVEY

V-114 TOPO SURVEY

TOTAL SHEETS: 16

E-106 SITE PLAN

E-107 SITE PLAN

E-108 SITE PLAN

E-109 SITE PLAN

E-110 SITE PLAN

E-111 SITE PLAN

E-112 SITE PLAN

E-113 SITE PLAN

E-501 DETAILS

E-502 DETAILS

E-503 DETAILS

E-601 EXISTING ONE LINE DIAGRAM

E-602 NEW ONE LINE DIAGRAM

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TOTAL SHEETS: 32

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GENERAL NOTES:

1. ALL COST FOR OBTAINING PERMITS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND

WILL BE INCLUDED IN THE BID PRICE.

2. THE CONTRACTOR WILL BE REQUIRED TO COORDINATE HIS OPERATIONS WITH ANY OTHER

CONTRACTORS WORKING ON THE SITE AND WITH THE SITE TENANTS AS REQUIRED.

3. THE SITE LAYOUT IS BASED ON THE CONTROL POINTS AS INDICATED.

4. ITEMS NOT MARKED FOR REMOVAL WILL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR.

5. ITEMS NOT MARKED FOR REMOVAL THAT ARE DAMAGED WILL BE REPAIRED OR REPLACED IN KIND AT

NO COST TO THE GOVERNMENT.

6. KEEP ALL PAVED SURFACES CLEAN AND FREE OF MUD AND DEBRIS.

7. KEEP HAUL ROUTES CLEAR OF DEBRIS TO THE SATISFACTION OF THE TRACY DEFENSE DEPOT .

8. PROVIDE PUMPS AND/OR INSTALL SUBDRAINS OR BLEEDER TRENCHES TO ENSURE NO WATER IS

ALLOWED TO STAND IN THE EXCAVATED AREAS.

9. DUMP TRUCKS WILL USE LOAD COVERS AND WILL BE LOADED BY THE CONTRACTOR SUCH THAT NO

SPILLAGE OCCUR.

10. NOTHING IN THE GENERAL NOTES OR CONSTRUCTION DOCUMENTS WILL RELIEVE THE CONTRACTOR

FROM HIS RESPONSIBILITIES TOWARD THE SAFETY AND CONVENIENCE OF THE GENERAL PUBLIC AND

TRACY DEFENSE DEPOT.

11. PROVIDE ALL NECESSARY PROTECTIVE MEASURES TO SAFEGUARD EXISTING UTILITIES FROM

DAMAGE DURING CONSTRUCTION OF THIS PROJECT. IN THE EVENT THAT SPECIAL EQUIPMENT IS

REQUIRED TO WORK OVER AND AROUND THE UTILITIES, FURNISH SUCH EQUIPMENT. THE COST OF

PROTECTING UTILITIES FROM DAMAGE AND FURNISHING SPECIAL EQUIPMENT MUST BE INCLUDED IN

THE CONTRACTOR'S BID.

12. BEFORE BEGINNING ANY WORK, VERIFY THE EXACT ROUTING AND LOCATION OF ALL EXISTING

UTILITIES TO BE DEMOLISHED AND TO REMAIN.

13. VERIFY EXISTING CONDITIONS SHOWN ON THESE PLANS PRIOR TO BEGINNING ANY CONSTRUCTION

OR DEMOLITION.

14. THE CONTRACTOR IS RESPONSIBLE FOR MAKING ALL UTILITY CONNECTIONS REQUIRED AT NO

ADDITIONAL COST TO THE GOVERNMENT. THE CONTRACTOR'S UTILITY CONNECTIONS WILL BE ON A

SEPARATE METER(S).

15. VERIFY THE EXISTING INVERT ELEVATIONS OF STORM SEWERS PRIOR TO BEGINNING CONSTRUCTION.

16. DISPOSE OF ALL WASTE MATERIALS OFF GOVERNMENT PROPERTY PER APPLICABEL REGULATIONS.

17. ANY INTERRUPTION TO UTILITIES BY THIS PROJECT MUST BE COORDINATED WITH THE COR .

18. ALL COST RELATING TO THE CONTRACTOR'S ACCESS AND SECURITY WILL BE THE RESPONSIBILITY OF

THE CONTRACTOR.

19. ALL CONTRACTOR AND SUBCONTRACTOR PERSONNEL, VEHICLES, EQUIPMENT AND MATERIALS MUST

REMAIN WITHIN THE LIMITS OF CONSTRUCTION STAGING AREA OR HAUL ROUTES.

20. ALL WORK REQUIRING POWER INTERUPTION WILL BE DONE ON A WEEKEND.

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SURVEY NOTES

GRID COORDINATES ARE IN US SURVEY FEET AND REFER TO THE CALIFORNIA STATE COORDINATE SYSTEM ZONE Ill, NAD 83, AND ARE BASED ON STATION 2059.

TOPOGRAPHY BY TOTAL STATION & RTK SURVEY METHODS. FIELD SURVEY DATE: MARCH 24-30th 2021.

CONTOUR INTERVAL IS 1 FOOT.

OOMBINED FACTOR IS 0.99993025.

CONTROL WAS PROVIDED BY THE TRACY PROJECT ENGINEER FROM THE "181114 TRACY ACCESS

CONTROL UPGRADE PROJECT" DONE BY KSN INC. AND COME WITH THE FOLLOWING SURVEY

STATEMENT: AS REFERENCED BY AVAILABLE CITY OF TRACY CONTROL MONUMENTS PER RECORD OF

SURVEY FILED IN BOOK 36 OF SURVEYS, PAGES 118-118D, SAN JOAQUIN COUNTY. ALL

COORDINATES ARE GRID WITH A 2004.00 EPOCH DATE ADJUSTMENT. GROUND DISTANCES MUST BE

MULTIPLIED BY 0.99993025 TO OBTAIN GRID DISTANCES.

6. ELEVATIONS SHOWN ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), AS

PER SAID RECORD OF SURVEY.

CONTROL TABULATION

STATION NORTH EAST MON EL DESCRIPTION

501 2094757.62 6301943.57 46.96 CHRISMAN BASE KSN RBRC

2053 2085117.30 6301818.48 86.70 2" BRASS DISK

2059 2082539.79 6301810.19 100.31 2" BRASS DISK

ABBREVIATIONS

FOR A COMPLETE LIST OF SURVEY ABBREVIATIONS PLEASE SEE CODE LIST

BLDG -BUILDING N -NORTH

CONC -CONCRETE s -SOUTH

CMP -CORRUGATED METAL PIPE SD -STORM DRAIN

DI -DROP INLET ss -SANITARY SEWER

E -EAST SDMH -STORM DRAIN MANHOLE

ELEV -ELEVATION SSMH -SANITARY SEWER MANHOLE

INV -INVERT TOP -TOP OF PIPE

JBOX -JUNCTION BOX w -WEST

SYMBOL LEGEND

[I] AIR CONDITIONER @ MANHOLE STORM DRAIN t TELEPHONE RISER

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E ELECTRICAL BOX 0 MONITORING SITE [!] UNDERGROUND MARKER

El ELECTRICAL PANEL 0 POLE © VAULT COMMUNICATIONS "D' HYDRANT '"'x"it.v""' POINTS E VAULT ELECTRICAL :a IRRIGATION EQUIPMENT © ROCK G VAULT GAS J JUNCTION BOX - E.S.B. © ROCK DECORATIVE u VAULT MISCELLANEOUS

C JBOX COMMUNICATIONS C. :> SHRUB T VAULT TELEPHONE

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