ATTACHMENT B - 1745518_DWGS.pdf
PDF 13 MB Posted
- Attached to
- DESIGN-BID-BUILD, LAG-105 REPLACE H SUBSTATION, NAVAL STATION NORFOLK, NORFOLK, VIRGINIA
- Solicitation number
- N4008524R2743
About this file
This document appears to be Attachment B - 1745518_DWGS.pdf, which contains engineering drawings related to the federal contract opportunity for "DESIGN-BID-BUILD, LAG-105 REPLACE H SUBSTATION, NAVAL STATION NORFOLK, NORFOLK, VIRGINIA". The solicitation number is N4008524R2743, and the opportunity is being issued by the Department of the Navy Naval Facilities Engineering Command. The contract is for a Design-Bid-Build project to replace the H Substation at Naval Station Norfolk. The contract will be a Firm Fixed Price Multiple Award Construction Contract with an Indefinite Delivery/Indefinite Quantity structure. Only 8(a) companies holding specific contract numbers can provide proposals in response to this project.
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VICINITY MAP SYMBOLS LEGEND GENERAL NOTES
ABBREVIATIONS
LAG-105
REPLACE H SUBSTATION.
NAVAL STATION NORFOLK ° NORFOLK, VIRGINIA
NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND MID-ATLANTIC
PUBLIC WORKS DEPARTMENT
FACILITIES ENGINEERING AND ACQUISITION DIVISION
NORFOLK, VIRGINIA
B2 DETAIL OR SECTION TITLE
SEQUENCE OF CONSTRUCTION
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LIST OF SHEETS
SHEETNO. NAVFAC
DWG. NO. SHEET TITLE
GENERAL
CIVIL
STRUCTURAL
ELECTRICAL
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WATER SYMBOLS
C
SURFACE FEATURES LINE TYPES
STORM DRAIN SYMBOLS
SANITARY SYMBOLS
POWER SYMBOLS
OTHER UTILITY SYMBOLS
SURFACE FEATURES SYMBOLSSURVEY SYMBOLS
UTILITY LINE TYPES
CIVIL SYMBOL LEGEND
ABBREVIATIONS
GENERAL NOTES
NEW WORK LEGEND
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C-101
GRAPHIC SCALE
GENERAL SHEET NOTES
NEW WORK KEYNOTES
CIVIL SITE PLAN - STA 0+66.33 T0 TO STA 5+00
KEY MAP
N
CIVIL SITE PLAN - STA 5+00 T0 TO STA 10+50
C-101 C-102 C-102 C-103
C-101
C-104
C-105
C-106
C-103
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GRAPHIC SCALE
GENERAL SHEET NOTES
NEW WORK KEYNOTES
CIVIL SITE PLAN - STA 10+50 TO STA 15+00
KEY MAP
N
CIVIL SITE PLAN - STA 15+00 TO STA 20+00
C-101 C-102 C-102 C-103
C-101
C-104
C-105
C-106
C-103
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GRAPHIC SCALE
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NEW WORK KEYNOTES
CIVIL SITE PLAN - STA 20+000 TO STA 25+00
KEY MAP
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CIVIL SITE PLAN - STA 25+00 TO STA 27+10
C-101 C-102 C-102 C-103
C-101
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EROSION & SEDIMENT LEGEND
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GRAPHIC SCALE
GENERAL SHEET NOTES
NEW WORK KEYNOTES
CIVIL SITE PLAN - STA 50+00 TO STA 55+50
KEY MAP
N
C-101 C-102 C-102 C-103
C-101
C-104
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C-103
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GRAPHIC SCALE
GENERAL SHEET NOTES
NEW WORK KEYNOTES
CIVIL SITE PLAN - STA 55+500 TO STA 59+00
KEY MAP
N
C-101 C-102 C-102 C-103
C-101
C-104
C-105
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C-103
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GENERAL SHEET NOTES
NEW WORK KEYNOTES
CIVIL SITE PLAN - STA 59+000 TO STA 63+40.42
KEY MAP
N
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C-101
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CHIEF ENG/ARCH
FIRE PROTECTION
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C-501
INLET PROTECTIONIP
IP
EROSION AND SEDIMENT CONTROL GENERAL NOTES
SILT/SEDIMENT FENCESF
SF
TYPICAL LANDSCAPE AREA
TYPICAL AGGREGATE BASE SURROUND
TYPICAL FENCE AND CORNER PANEL ELEVATION TYPICAL FENCE AND BRACED PANEL ELEVATION
TYPICAL 3 STRAND BARBED WIRE AND SINGLE EXTENSION ARM CONFIGURATION
CORNER OR END POSTS LINE POST DETAILS
SINGLE EXTENSION ARM DETAILSGROUNDING DETAIL
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GRAPHIC SCALES
CHAIN LINK FENCING NOTES
TYPICAL PRIVACY PICKET PATTERN DETAIL
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TYPICAL DOUBLE SWING GATE ELELVATION
PLAN - DOUBLE SWING GATE
GATE HINGE DETAIL GATE LATCH DETAILOFFSET HINGE DETAIL FULCRUM LATCH DETAIL
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DETAIL: DROP BAR
GRAPHIC SCALES
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AutoCAD SHX Text
BRACE RAILS
AutoCAD SHX Text
3/8" DIA TRUSS ROD
AutoCAD SHX Text
LINE POST
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text
POST CAP
AutoCAD SHX Text
TOP RAIL OR TENSION WIRE
AutoCAD SHX Text
BRACE RAILS
AutoCAD SHX Text
3/8" DIA TRUSS ROD
AutoCAD SHX Text
LINE POST
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
COMPACT SAND
AutoCAD SHX Text
1" DIA PVC PIPE
AutoCAD SHX Text
GATE HINGE WITH OPPOSING BARREL PINS. SEE DETAILS THIS SHEET (TYP UON)
AutoCAD SHX Text
GATE HINGE WITH OPPOSING BARREL PINS
AutoCAD SHX Text
GATE HINGE WITH OPPOSING BARREL PINS
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
STANDARD GATE LATCH. SEE DETAILS THIS SHEET
AutoCAD SHX Text
DROP BAR
AutoCAD SHX Text
CHAIN LINK FABRIC W/ PRIVACY PICKETS (TYP)
AutoCAD SHX Text
AutoCAD SHX Text
BARBED WIRE AS REQUIRED. SEE SHEET UFC-701 FOR DETAILS
AutoCAD SHX Text PROVIDE CONCRETE FOOTING. DIAMETER OF FOOTING SHALL BE 4X POST DIAMETER (TYP UON)
AutoCAD SHX Text
TIE WIRES (TYP) ALONG TOP RAILS AND POSTS
AutoCAD SHX Text
GATE POST (TYP UON)
AutoCAD SHX Text
3/8" DIA TRUSS ROD (TYP UON)
AutoCAD SHX Text
GATE UPRIGHT FOR FRAME (TYP UON)
AutoCAD SHX Text NOTE: PRIVACY PICKETS ARE REMOVED FOR CLARITY PURPOSES. REFER TO SHEET C-502 FOR DETAIL.
AutoCAD SHX Text
SCALE: 1 1/2" = 1'-0"
AutoCAD SHX Text
SCALE: 1 1/2" = 1'-0"
AutoCAD SHX Text
STANDARD U-BOLT
AutoCAD SHX Text
OPPOSING BARREL HINGE PIN AND PLATE
AutoCAD SHX Text
RETAINER BOLT
AutoCAD SHX Text
HINGE COLLAR
AutoCAD SHX Text
HINGE BOLT
AutoCAD SHX Text
LATCH
AutoCAD SHX Text 3/16"
AutoCAD SHX Text
AutoCAD SHX Text (*)NOTE: WELD HINGES TO POST IF NOTE: WELD HINGES TO POST IF WELD HINGES TO POST IF INSTALLING CABLE REINFORCEMENT ON GATES. ENSURE CORRECT HEIGHT FOR FULL OPERATION PRIOR TO WELDING (TYPICAL)
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text
OPPOSING BARREL HINGE PIN AND PLATE
AutoCAD SHX Text
SCALE: 1 1/2" = 1'-0"
AutoCAD SHX Text
GATE POST
AutoCAD SHX Text
GATE LEAF POST
AutoCAD SHX Text
FENCE POST HINGE ASSEMBLY
AutoCAD SHX Text
SCALE: 1 1/2" = 1'-0"
AutoCAD SHX Text
OFFSET HINGE ASSEMBLY
AutoCAD SHX Text
STANDARD U-BOLT
AutoCAD SHX Text 3/16"
AutoCAD SHX Text
SECURING HOLE FOR LOCK
AutoCAD SHX Text
LATCH ASSEMBLY
AutoCAD SHX Text
LATCH ASSEMBLY
AutoCAD SHX Text
STANDARD U-BOLT
AutoCAD SHX Text
STANDARD U-BOLT
AutoCAD SHX Text
STANDARD U-BOLT
AutoCAD SHX Text
SECURING HOLE FOR LOCK
AutoCAD SHX Text
MIDLANT PWD NORFOLK
AutoCAD SHX Text
NAVSTA NORFOLK, VA
AutoCAD SHX Text
NAVAL STATION NORFOLK, VA
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NORFOLK, VA
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HIEN LAM
AutoCAD SHX Text 05/24/2024
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F.V. PEPPERS
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J. MILLER, P.E.
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AutoCAD SHX Text 1745518
AutoCAD SHX Text N/A
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TYPICAL FENCE DETAILS
AutoCAD SHX Text
CEV
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CEV
AutoCAD SHX Text
WHW
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text 12,910,473
AutoCAD SHX Text
AutoCAD SHX Text
W. WITHAM, PE
AutoCAD SHX Text
FACE TO FACE
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3'-0" [914MM]
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6'-0" [1829MM]
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6'-0" [1829MM]
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12'-0" [3657MM]
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19'-0" [5790MM]
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12'-0" [3657MM]
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ROUND GATE POSTS:
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ROUND GATE POSTS:
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ROUND GATE POSTS:
AutoCAD SHX Text 6" [153MM] SQ x 3/16"TH
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6.625" [168MM] OD
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4" [102MM] OD
AutoCAD SHX Text 4" [102MM] SQ x 3/16"TH
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SQUARE & ROUND SIZES
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GATE POSTS
AutoCAD SHX Text 2.5"[63.5MM]SQ x 3/16"TH
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2.875" [73MM] OD
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OR
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THROUGH
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THROUGH
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OR
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THROUGH
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OPENING
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OR
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FOR SQUARE &
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2 1/4" [57MM]
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2 1/4" [57MM]
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FOR SQUARE &
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HINGE SPACE (S)
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POST TO UPRIGHT
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FOR SQUARE &
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2 1/4" [57MM]
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SINGLE LEAF GATES
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19'-0" [5790MM]
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23'-0" [7010MM]
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ROUND GATE POSTS:
AutoCAD SHX Text 8" [203MM] SQ x 1/4"TH
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8.625" [219MM] OD
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THROUGH
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OR
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FOR SQUARE &
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2 1/4" [57MM]
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SINGLE 0R DOUBLE LEAF GATES
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UPRIGHT HT (U)
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ACTUAL DIM
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7'-10" [2388MM]
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NOM HT INCLUDING
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NOM HEIGHT (H)
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8'-0" [2438MM]
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BARBED WIRE
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FRAME HT (F)
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ACTUAL DIM
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6'-8 1/2" [2045MM]
AutoCAD SHX Text GATE POSTS & FOUNDATIONS: GATE POST SIZE AND ASSOCIATED : GATE POST SIZE AND ASSOCIATED FOOTING DIAMETER TO BE DETERMINED BY MANUFACTURER, BASED ON LEAF WEIGHT & DIMENSION, BUT NOT LESS THAN DIAMETER SHOWN ON THESE DRAWINGS. MINIMUM FOOTING DIAMETERS (TO BE FILLED W/4000 PSI CONC): 40" FOR 8" POST; 36" FOR 6" POST; 24" FOR 4" POST; OTHER SIZES TO BE DESIGNEDBY MFR OR KTR. NO FOOTING WIDTH SHALL BE LESS THAN 4(X) THE POST WIDTH.
AutoCAD SHX Text NOTE: IF GATE HINGES ARE NOT : IF GATE HINGES ARE NOT OPPOSING (AS SHOWN ABOVE) OR LEAF IS NOT LOCKED MECHANICALLY TO THE HINGES, WELD AN ANGLE, PLATE, OR BLOCK ABOVE HINGE TO RESTRICT LEAF FROM BEING REMOVED OR LIFTED OFF. RESTRICTION SHALL NOT HINDER OPERATION OF GATE.
AutoCAD SHX Text NOTE: PROVIDE ONE DROP BAR FOR EACH : PROVIDE ONE DROP BAR FOR EACH LEAF (TYP). ASSOCIATED GALV SLEEVES TO BE INSTALLED FLUSH WILL GRADE AT FULLY OPEN AND CLOSED POSITIONS. CONTRACTOR SHALL PROVIDE 6" LAYER OF #10 STONE BELOW BOTTOM OF SLEEVE TO ALLOW FOR DRAINAGE.
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text 1/2" = 1'-0"
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AutoCAD SHX Text 1'
AutoCAD SHX Text 4'
AutoCAD SHX Text 2'
AutoCAD SHX Text 1 1/2" = 1'-0"
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AutoCAD SHX Text 4"
AutoCAD SHX Text 1'-4"
AutoCAD SHX Text 8"
CONCRETE
COMPACTED SUBGRADE
CRUSHED STONE
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
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SCALE:
CONSTR. CONTR. NO.
SHEET
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OF
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DRAWFORM REVISION: 14 SEP 2023
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
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JOHN MILLER, P.E.
JAMES SMITH, R.A.
M
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S-
Hien Lam
GENERAL NOTES
1. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE
ARCH, CIVIL, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS, AND THE
SPECIFICATIONS. THE CONTRACTOR MUST VERIFY THE REQUIREMENTS OF
OTHER TRADES AS TO SLEEVES, CHASES, HANGERS, INSERTS, ANCHORS,
HOLES, AND ADDITIONAL ITEMS TO BE PLACED OR SET IN THE STRUCTURAL
WORK.
2. THE CONTRACTOR MUST PROVIDE THE TEMPORARY SHORING AND BRACING
REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT
UNTIL PERMANENT SUPPORTS AND LATERAL BRACING ARE IN PLACE.
3. THE CONTRACTOR MUST FIELD VERIFY THE DIMENSIONS, ELEVATIONS, AND
OTHER REQUIREMENTS NECESSARY FOR THE PROPER CONSTRUCTION AND
ALIGNMENT OF THE NEW PORTIONS OF THE STRUCTURE TO THE EXISTING.
THE CONTRACTOR SHALL MAKE ALL MEASUREMENTS NECESSARY FOR
FABRICATION AND ERECTION OF STRUCTURAL MEMBERS. DISCREPANCIES
SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER
PRIOR TO ORDERING MATERIALS OR BEGINNING WORK (CONSTRUCTION OR
DEMOLITION).
4. THIS STRUCTURE HAS BEEN DESIGNED FOR A BEARING PRESSURE OF 1500
PSF.
5. NO UNBALANCED BACKFILLING SHALL BE DONE AGAINST MASONRY OR
CONCRETE WALLS UNLESS WALLS ARE SECURELY BRACED AGAINST
OVERTURNING EITHER BY TEMPORARY CONSTRUCTION BRACING OR BY
PERMANENT CONSTRUCTION.
6. EXCAVATION MADE WITH POWER-DRIVEN EQUIPMENT IS NOT PERMITTED
WITHIN TWO FEET OF KNOWN UTILITIES OR SUBSURFACE CONSTRUCTION.
FOR WORK IMMEDIATELY ADJACENT TO, OR FOR EXCAVATIONS EXPOSING A
UTILITY OR OTHER BURRIED OBSTRUCTION, EXCAVATE BY HAND.
7. POROUS FILL MUST BE COURSE AGGREGATE VDOT NO. 57.
8. REUSE EXCAVATED MATERIAL TO THE BEST EXTENT POSSIBLE. REMOVE ALL
UNUSED EXCAVATED MATERIAL AND DISPOSE OF OFF SITE, FOR BIDDING
PURPOSES, ASSUME ALL EXCAVATED MATERIAL THAT IS NOT REUSED AS
CONTAMINATED.
9. ALL DISTURBED AREAS MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE.
10. ALLOWABLE SOIL PRESSURE PER IBC:
A. DEAD LOAD + LIVE LOAD = 1000 PSF
B. DEAD LOAD + LIVE LOAD + LATERAL LOAD = 1500 PSF
11. PRIOR TO FABRICATION AND CONSTRUCTION, VERIFY THE MANUAL SWITCH
SELECTED WILL MEET THE 12" OFFSET REQUIREMENTSON ON ALL (4) SIDES
NOTED ON THE STRUCTURAL DRAWINGS. NOTIFY THE CONTRACTING
OFFICER IMMEDIATELY IF THE SELECTED SWITCH DOES NOT MEET THE
REQUIREMENTS AND DIMESIONS CALLED OUT IN THE STRUCTURAL
DRAWINGS.
12. LOCATE AND PROTECT ALL EXISTING UNDERGROUND UTILITIES.
13. COORDINATE WITH CIVIL SHEETS FOR LOCATION AND SITE PLAN
INFORMATION.
14. COORDINATE WITH ELECTRICAL SHEETS FOR EQUIPMENT PLACEMENT AND
CONDUIT INFORMATION.
GENERAL SCOPE OF WORK
1 REINFORCING MATERIALS MUST BE AS FOLLOWS:
A. REINFORCING BARS – ASTM A615, GRADE 60, DEFORMED
B. TIES AND STIRRUPS – ASTM A615, GRADE 40
2 PLACE REINFORCING STEEL IN ACCORDANCE WITH THE CONCRETE
REINFORCING STEEL INSTITUTE (CRSI) “MANUAL OF STANDARD PRACTICE”.
REINFORCING STEEL MUST NOT CONTAIN RUST, SCALE, OIL, GREASE, CLAY,
OR FOREIGN SUBSTANCES THAT WOULD REDUCE THE BOND. REMOVE
LOOSE RUST PRIOR TO PLACEMENT.
3 UNLESS OTHERWISE NOTED, THE FOLLOWING MINIMUM CONCRETE COVER
MUST BE PROVIDED FOR CONCRETE PROTECTION OF REINFORCING, AS
WELL AS PLACING AND FABRICATION OF REINFORCING, IN ACCORDANCE
WITH RECOMMENDATIONS IN ACI 318:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO
EARTH = 3"
B. CONCRETE CAST IN FORMS AND EXPOSED TO EARTH OR WEATHER:
I. STRUCTURAL SLAB ON GRADE = 2 1/2”
II. #5 BAR, W31 OR D31 WIRE & SMALLER = 1-1/2"
4 EACH REINFORCING BAR MUST BE WIRED TO A CROSS BAR AT A MAXIMUM
SPACING OF 2’-0” ON CENTER.
5 DETAIL BARS IN ACCORDANCE WITH ACI DETAILING MANUAL, LATEST
EDITION. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT
REINFORCING IN POSITIONS SHOWN. BAR SUPPORTS AND HOLDING BARS
MUST BE PROVIDED FOR ALL REINFORCING STEEL TO INSURE MINIMUM
CONCRETE COVER. BAR SUPPORTS MUST BE PLASTIC TIPPED OR STAINLESS
STEEL.
6 SHOP DRAWINGS MUST BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION
AND DELIVERY OF REINFORCING STEEL.
7 ALL REINFORCING STEEL, DOWELS, ANCHORS RODS, AND OTHER HARDWARE
TO BE SET IN CONCRETE MUST BE TIED IN PLACE PRIOR TO THE PLACEMENT
OF CONCRETE TO PREVENT DISPLACEMENT BEYOND PERMITTED
TOLERANCES.
8 LAP CONTINUOUS REINFORCING STEEL A MINIMUM LENGTH OF 36 X BAR
DIAMETER OF SMALLER BAR BEING LAPPED.
STRUCTURAL ABBREVIATIONS
AFF ABOVE FINISHED FLOOR
ARCH ARCHITECT, -URAL
B.P.A. BASE PLATE
BLDG BUILDING
BOD BOTTOM OF DECK
BOT BOTTOM
BRCG BRACING
BRDG BRIDGING
C CHANNEL
CJ CONTROL JOINT
CL CENTER LINE
CLR CLEAR
COL COLUMN
CONC CONCRETE
CONT CONTINUOUS
DEMO DEMOLISH
DOR DESIGNER OF RECORD
DIA (OR) Ø DIAMETER
DIM(S) DIMENSION(S)
DWGS DRAWINGS
E, EXIST EXISTING
E.W. EACH WAY
EA EACH
EF EACH FACE
EL, ELEV ELEVATION
EQ, EQUIV EQUAL, EQUIVALENT
F'C COMPRESSIVE STRESS
FDN FOUNDATION
FF EL FINISHED FLOOR ELEVATION
FRP FIBERGLASS REINFORCED PLASTIC
FY ALLOWABLE YIELD STRESS
GA GAUGE
HDG, GALV HOT DIPPED GALVANIZED
HORIZ HORIZONTAL
HSS HOLLOW STRUCTURAL SHAPES
IAW IN ACCORDANCE WITH
INFO INFORMATION
INT INTERIOR
KSI KILOPOUNDS (KIPS) PER SQUARE INCH
L ANGLE
LB, LBS POUNDS
LF LINEAR FEET
LONG LONGITUDINAL
MATL MATERIAL
MAX MAXIMUM
MFR MANUFACTURER
MIN MINIMUM
MOS MID-DEPTH OF SLAB
MPH MILES PER HOUR
NTS NOT TO SCALE
OC ON CENTER
OPH OPPOSITE HAND
PL PLATE
PLF POUNDS PER LINEAR FOOT
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
RE, REF REFERENCE
REINF REINFORCE, -MENT
REQD REQUIRED
SF SQUARE FEET
SIM SIMILAR
SPA SPACING
SPEC CONTRACT SPECIFICATIONS
SQ SQUARE
STD STANDARD
T&B TOP AND BOTTOM
THK THICKNESS
TOC TOP OF CONCRETE
TOS TOP OF STEEL
TS THICKENED SLAB
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
VERT VERTICAL
W/, W/O WITH, WITHOUT
~ , APPROX APPROXIMATELY
1. THE GENERAL SCOPE OF WORK INCLUDES, BUT IS NOT LIMITED TO:
(1) 33' - 0" x 10' - 6" ELEVATED, REINFORCED CONCRETE SLAB WITH CABLE
WELL OPENINGS ON FOUNDATION WALLS AND STRIP FOOTINGS TO SUPPORT
THE FOLLOWING EQUIPMENT:
A. (1) 15 KV SF6 PAD MOUNTED SWITCH. WEIGHT: 1,100 LBS
B. (1) 2,500 KVA PAD MOUNTED TRANSFORMER. WEIGHT: 14,000 LBS
C. (1) 5 WAY 15 KV SF6 PAD MOUNTED SWITCH. WEIGHT: 1,375 LBS
D. (1) 15 KVA PAD MOUNTED TRANSFORMER. WEIGHT: 550 LBS
(1) SET OF CONCRETE STAIRS TO ALLOW ACCESS TO THE ELEVATED SLAB.
(1) SLAB ON GRADE TO SUPPORT THE FOLLOWING EQUIPMENT:
A. 15 KV SF6 PAD MOUNTED SWITCH. WEIGHT: 1,100 LBS
ANY INCIDENTAL RELATED WORK SHOWN ON OTHER DISCIPLINE DRAWINGS.
CAST-IN-PLACE CONCRETE NOTES
1. CONCRETE WORK MUST CONFROM TO THE REQUIREMENTS OF ACI 318-14
"BUILDING CODE REQUIRMENTS FOR STRUCTURAL CONCRETE".
2. CONCRETE MUST BENORMAL WEIGHT AND MUST OBTAIN A 28 DAY
COMPRESSIVE STRENGTH OF 4,000 PSI.
3. BEFORE PLACING CONCRETE, EMBEDDED ITEMS MUST BE PROPERLY
LOCATED, ACCURATELY POSITIONED, AND MAINTAINED SECURELY IN PLACE.
DO NOT FIELD BEND BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE
UNLESS INDICATED OR APPROVED BY THE CONTRACTING OFFICER.
4. EDGES OF PERMANENTLY EXPOSED CONCRETE SURFACES MUST BE
CHAMFERED 3/4" UNLESS OTHERWISE NOTED.
5. FORMWORK MUST REMAIN IN PLACE UNTIL CONCRETE HAS OBTAINED AT
LEAST 70% OF ITS 28 DAY COMPRESIVE STRENGTH. THE CONTARCTOR MUST
PROVIDE ALL SHORING AND RESHORING.
6. SLAB/PAD FINISH TOLERANCE IN ACCORDANCE WITH ACI 301, CLASS A.
7. CONCRETE MUST BE MECHNACIALLY VIBRATED IN ACCORDANCE WITH ASTM
309R.
8. ANCHOR RODS WITH UPSET THREADS ARE NOT ALLOWED.
9. REFER TO THE ELECTRICAL AND CIVIL DRAWINGS FOR EXACT LOCATIONS
AND DIMENSIONS OF CONCRETE PADS.
10. SLOPE EXTERIOR SLAB(S) TO DRAIN. COORDINATE WITH CIVIL DRAWINGS AT
LOCATIONS WHERE STRUCTURAL WORK REQUIRES DEMOLITION OF
EXISITING SITE ELEMENTS (PARKING LOTS, SIDEWALKS,ETC.) AND AT WORK
COMPLETION, PATCHING OF THOSE ELEMENTS TO MATCH ADJACENT.
ADHESIVE THREADED ANCHOR NOTES
1 SUBMIT PRODUCT DATA FOR GOVERNMENT APPROVAL PRIOR TO ORDERING.
ALL ANCHORS MUST BE SUITABLE AND INDEPENDENTLY TESTED FOR USE IN
CRACKED AND UNCRACKED CONCRETE.
2 FOLLOW MANUFACTURER’S RECOMMENDATIONS INCLUDING THOSE FOR
SAFE HANDLING, MIXING, PLACEMENT, AND CURING OF ADHESIVE.
3 CHEMICAL ANCHORS MUST BE A TWO-COMPONENT, 100% SOLIDS EPOXY
BASED SYSTEM SUPPLIED IN MANUFACTURER’S STANDARD CARTRIDGE AND
DISPENSES THROUGH A STATIC-MIXING NOZZLE SUPPLIED BY THE
MANUFACTURER. ANCHORING ADHESIVE MUST HAVE BEEN TESTED AND
QUALIFIED FOR SEISMIC LOADING, DAMP HOLES, FREEZE THAW CONDITIONS,
AND FOR CRITICAL AND MINIMUM EGE DISTANCE AND SPACING.
4 POSITIVELY LOCATE EXISTING REINFORCING STEEL BY NONDESTRUCTIVE
MEANS PRIOR TO DRILLING HOLES. USE NON-REBAR CUTTING DRILL BITS. DO
NOT CUT EXISTING REINFORCING STEEL UNLESS APPROVED BY THE
CONTRACTING OFFICER. ASSUME A MINIMUM OF 10% OF ANCHORS WILL
REQUIRE OFFSET TO AVOID EXISTING REINFORCING (ASSUME 2" OFFSET FOR
BID PURPOSES). ANY HOLES MADE FOR ANCHORS THAT ARE NOT USED MUST
BE FILLED WITH HIGH STRENGTH, NON-SHRINK, NON-METALLIC EPOXY
GROUT.
5 EPOXY MUST MEET THE MINIMUM REQUIREMENTS OF ASTM C881 FOR TYPE I,
II, IV, AND V, GRADE 3, CLASS B AND C, AND MUST DEVELOP A MINIMUM OF
12,650 PSI f'c (YIELD) AFTER SEVEN-DAY CURE. EPOXY MUST HAVE A HEAT
DEFLECTION TEMPERATURE OF 136 DEGREES F (MINIMUM).
STRUCTURAL SYMBOLS
REINFORCING STEEL NOTES
MA
RK
D
ES
CR
IP
TI
ON
DA
TE
N/A
33' - 0"
6" A1
S-301
1' - 0" 6' - 7"
MI
NI
MU
M
2'
- 6
5'
- 5
1' - 0" 6' - 0" 1' - 0" 10' - 6"
MINIMUM
3' - 0" 2' - 9" 1' - 2" 8'
- 3
5'
- 5
2'
- 4
1/ 2"
6"
35' - 0"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
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DRAWFORM REVISION: 14 SEP 2023
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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05/24/2024
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JOHN MILLER, P.E.
JAMES SMITH, R.A.
M
ID
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S-
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PLAN
NORTH
A ALL EQUIPMENT IS REQUIRED TO HAVE A MINIMUM EDGE DISTANCE FROM
WALL FACE OF 12" UNLESS OTHERWISE NOTED.
B DIMENSIONS OF EQUIPMENT ARE ASSUMED. IF EQUIPMENT SELECTED DOES
NOT COMPLY WITH THE OFFSET REQUIREMENTS OR WEIGHTS STATED ON
S-001, NOTIFY THE CONTRACTING OFFICER IMMEDIATELY.
SCALE: 3/4" = 1'-0"B1 OVERALL EQUIPMENT PLAN
KEYNOTESGENERAL SHEET NOTES
1 8" THICK ELEVATED CONCRETE SLAB, REINFORCED WITH #5 BARS AT 5" O.C.
E.W., WITH DEPTH OF BAR = 4.5" FROM TOP OF SLAB.
2 CONTINUOUS 8" THICK CONCRETE FOUNDATION WALLS REINFORCED WITH
#5 BARS AT 10" O.C., E.W.
3 CONTINUOUS 2'-8" WIDE X 12" DEEP CONCRETE STRIP FOOTING
REINFORCED WITH (5) #5 LONGITUDINAL BARS SPACED EVENLY AS SHOWN
AND (1) #5 HORIZONTAL BAR AS SHOWN.
# (THIS SHEET ONLY)
0' 1' 2' 3'
MA
RK
D
ES
CR
IP
TI
ON
DA
A1 S-301
33' - 0"
6"
1' - 3 1/2" 6' - 0" 1' - 5" 5' - 9" 1' - 9 1/2" 7' - 0" 6' - 2 1/2" 2' - 0" 10 1/2"
1'
- 4
9 1 /2"
1'
- 9
"2'
- 5
1/ 2"
2'
- 2
1/ 2"
1'
- 4
3'
- 5
3/ 4"
1'
- 0
TY
P
AL
L A
R O
UN
D
2'
- 8
TY
P
AL
L A
R O
UN
D
8"
35' - 0"
6"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
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DRAWFORM REVISION: 14 SEP 2023
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
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05/24/2024
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JOHN MILLER, P.E.
JAMES SMITH, R.A.
M
ID
LA
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C C
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S-
Hien Lam
KEYNOTESGENERAL SHEET NOTES
1 8" THICK ELEVATED CONCRETE SLAB, REINFORCED WITH #5 BARS AT 5" O.C.
E.W., WITH DEPTH OF BAR = 4.5" FROM TOP OF SLAB.
2 CONTINUOUS 8" THICK CONCRETE FOUNDATION WALLS REINFORCED WITH
#5 BARS AT 10" O.C., E.W.
3 CONTINUOUS 2'-8" WIDE X 12" DEEP CONCRETE STRIP FOOTING
REINFORCED WITH (5) #5 LONGITUDINAL BARS SPACED EVENLY AS SHOWN
AND (1) #5 HORIZONTAL BAR AS SHOWN.
4 CABLE WELL OPENING.
A ALL EQUIPMENT IS REQUIRED TO HAVE A MINIMUM EDGE DISTANCE FROM
WALL FACE OF 12" UNLESS OTHERWISE NOTED.
B DIMENSIONS OF EQUIPMENT ARE ASSUMED. IF EQUIPMENT SELECTED DOES
NOT COMPLY WITH THE OFFSET REQUIREMENTS OR WEIGHTS STATED ON
S-001, NOTIFY THE CONTRACTING OFFICER IMMEDIATELY.
C ENSURE CABLE WELL OPENING SIZES COMPLY WITH SELECTED EQUIPMENT
REQUIREMENTS.
SCALE: 3/4" = 1'-0"B1 OVERALL FOUNDATION AND SLAB PLAN
PLAN
NORTH
0' 1' 2' 3'
MA
RK
D
ES
CR
IP
TI
ON
DA
FINISH GRADE
0' - 0"
8" THICK ELEVATED CONCRETE
SLAB, REINFORCED WITH #5 BARS
AT 5" O.C. E.W., WITH DEPTH OF
BAR = 4.5" FROM TOP OF SLAB.
CONTINUOUS 8" THICK CONCRETE
FOUNDATION WALLS
REINFORCED WITH #5 BARS AT
10" O.C., E.W.
CONTINUOUS 2'-8" WIDE X 12"
DEEP CONCRETE STRIP FOOTING
REINFORCED WITH (5) #5
LONGITUDINAL BARS SPACED
EVENLY AS SHOWN AND (1) #5
HORIZONTAL BAR AS SHOWN.
8"
3'
- 0
1'
- 0
1'
- 0
2' - 8"
10' - 6"
6" TYP
SELECT
STRUCTURAL
BACKFILL
PROVIDE 12" THICK LAYER OF #57
VA GRADE STONE, EXTEND 6"
BEYOND EDGE OF FOOTING
2'
- 4
3" M
IN
3" MIN
1' - 0" 8" 1' - 0"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 14 SEP 2023
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
MI
D-
AT
LA
NT
IC
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
AS NOTED
5/
/2
3:
:0
PM
c:
\U se rs
\a nd re w
.d .b ut le r2 \D oc um en ts
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S-301
LA
G
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EP
LA
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SU
BS
TA
TI
O N
H
ST
R
U C
TU
R
AL
S
EC
TI
O N
S
DSG
12,910,491
ADB ADB
05/24/2024
F.V. PEPPERS
1745518
N/A
N O
R
FO
LK
, V
IR
G
IN
IA
N
AV
AL
S
TA
TI
O N
N O
R
FO
LK
JOHN MILLER, P.E.
JAMES SMITH, R.A.
M
ID
LA
N
T D
C C
O R
E
S-
Hien Lam
SCALE: 1" = 1'-0"
B1
S-101 A1 Section - TYPICAL SLAB REINFORCEMENT
MA
RK
D
ES
CR
IP
TI
ON
DA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
ES001
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GENERAL NOTES
SEQUENCE OF WORK
GENERAL
SITE LEGEND
ABBREVIATIONS
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
ES101
GRAPHIC SCALE
GENERAL SHEET NOTES
KEYNOTES
PARTIAL ELECTRICAL SITE PLAN - STA 0+66.33 T0 TO STA 5+00
KEY MAP
N
PARTIAL ELECTRICAL SITE PLAN - STA 5+00 T0 TO STA 10+50
ES101 ES102 ES102 ES103
ES101
ES104
ES105
ES106
ES103
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
ES102
GRAPHIC SCALE
GENERAL SHEET NOTES
PARTIAL ELECTRICAL SITE PLAN - STA 10+50 TO STA 15+00
KEY MAP
N
PARTIAL ELECTRICAL SITE PLAN - STA 15+00 TO STA 20+00
ES101 ES102 ES102 ES103
ES101
ES104
ES105
ES106
ES103
KEYNOTES
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
IP
SF
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
ES103
GRAPHIC SCALE
GENERAL SHEET NOTES
PARTIAL ELECTRICAL SITE DEMOLITION PLAN - STA 20+000 TO STA 25+00
KEY MAP
N
PARTIAL ELECTRICAL SITE DEMOLITION PLAN - STA 25+00 TO STA 27+10
ES101 ES102 ES102 ES103
ES101
ES104
ES105
ES106
ES103
KEYNOTES
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
ES104
GRAPHIC SCALE
GENERAL SHEET NOTES
PARTIAL ELECTRICAL SITE PLAN - STA 50+00 TO STA 55+50
KEY MAP
N
ES101 ES102 ES102 ES103
ES101
ES104
ES105
ES106
ES103
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
KEYNOTES
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
ES105
GRAPHIC SCALE
GENERAL SHEET NOTES
PARTIAL ELECTRICAL SITE PLAN - STA 55+500 TO STA 59+00
KEY MAP
N
ES101 ES102 ES102 ES103
ES101
ES104
ES105
ES106
ES103
KEYNOTES
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
ES106
GRAPHIC SCALE
GENERAL SHEET NOTES
PARTIAL ELECTRICAL SITE PLAN - STA 59+000 TO STA 63+40.42
KEY MAP
N
ES101 ES102 ES102 ES103
ES101
ES104
ES105
ES106
ES103
KEYNOTES
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
ES401
GRAPHIC SCALE
GENERAL SHEET NOTES
KEYNOTES
CABLE WELL
TERMINATIONS
OPERATORS
CABLE WELL
TERMINATIONS
OPERATORS
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
MI
DL
AN
T
PW
D
NO
RF
OL
K
NA
VS
TA
N
OR
FO
LK
, V A
NA
VA
L
ST
AT
IO
N
NO
RF
O
LK
, V
A
NO
RF
O
LK
, V
A
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
HIEN LAM
05/24/2024
F.V. PEPPERS
J. MILLER, P.E.
N/A
1745518
N/A
ES402
J. MORTON, PE
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
(THIS SHEET ONLY)GENERAL SHEET NOTES
A. REFER TO SHEET E-001 FOR LEGEND, ABBREVIATIONS, GENERAL NOTES
AND SEQUENCE OF WORK.
B. REFER TO SHEETS ES506 - ES510 FOR ELECTRICAL MANHOLE LAYOUTS.
C. REFER TO SHEETS ES511 - ES513 FOR ELECTRICAL SITE DETAILS.
KEYNOTES
1. PROVIDE 4-WAY 15KV SF6 PAD-MTD SWITCH (SWCH 1).
2. PROVIDE 2500KVA, 11.5KV-4160V, 3ɸ-4W PAD-MTD TRANSFORMER
(XFMR 1).
3. PROVIDE 5-WAY 15KV SF6 PAD-MTD SMART SWITCH (SWCH 2).
4. PROVIDE 15KVA, 11.5KV-120/240V, 1ɸ-3W PAD-MTD TRANSFORMER
(XFMR 2).
SCALE:C1 ENLARGED ELECTRICAL EQUIPMENT PAD
3/4" = 1'-0" ES103
GRAPHIC SCALE
MANHOLE LAYOUT #A-1122
N
LENGTH LOCATIONWIDTH HEIGHTLID SIZETHROAT DEPTHOPENING SIZEMANHOLE CONDITION
NO
SCALE
DESCRIPTION VOLTAGESIZE LGTHINSULIDID
MANHOLE LAYOUT #A-1123
N
LENGTH LOCATIONWIDTH HEIGHTLID SIZETHROAT DEPTHOPENING SIZEMANHOLE CONDITION
NO
SCALE
DESCRIPTION VOLTAGESIZE LGTHINSUL
MANHOLE LAYOUT #A-1124
N
LENGTH LOCATIONWIDTH HEIGHTLID SIZETHROAT DEPTHOPENING SIZEMANHOLE CONDITION
NO
SCALE
DESCRIPTION VOLTAGESIZE LGTHINSULID
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
MI
DL
AN
T
PW
D
NO
RF
OL
K
NA
VS
TA
N
OR
FO
LK
, V A
NA
VA
L
ST
AT
IO
N
NO
RF
O
LK
, V
A
NO
RF
O
LK
, V
A
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
HIEN LAM
05/24/2024
F.V. PEPPERS
J. MILLER, P.E.
N/A
1745518
N/A
ES501
J. MORTON, PE
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
(THIS SHEET ONLY)GENERAL SHEET NOTES
A. REFER TO PARTIAL ELECTRICAL SITE PLANS SHEETS ES101 - ES 106 FOR
LOCATIONS OF EXISTING ELECTRICAL MANHOLES.
B. TELEPHONE AND ELECTRICAL MANHOLES AT THE WORK SITE THAT ARE
NOT IDENTIFIED ARE NOT IN THIS CONTRACT.
C. THE CONTRACTOR MUST FIELD VERIFY CKT ID, CABLE TERMINATIONS
AND LENGTHS PRIOR TO CUTTING CONDUCTORS.
D. THE CONTRACTOR IS RESPONSIBLE FOR DE-WATERING OF MANHOLES.
E. A GAS FREE TEST IS REQUIRED ON ALL ELECTRICAL MANHOLES PRIOR
TO ENTRY.
F. THE CONTRACTOR MUST PROVIDE "HOT CAPS" ON NEWLY INSTALLED
CABLE AS NEEDED TO MINIMIZE CIRCUIT OUTAGES.
G. TEMPORARY SPLICES MUST MEET ALL THE REQUIREMENTS IN THE
SPECIFICATIONS?
H. CONTRACTOR MUST CONNECT GROUND CABLE SHIELD TO EXIST
GROUND ROD IN EACH MANHOLE.
I. PROVIDE ADDITIONAL MANHOLE RACKS, STEPS AND INSULATORS AS
REQUIRED BY THE SPECIFICATIONS.
KEYNOTES
1. DISCONNECT AND REMOVE EXIST CABLES, MANDREL AND CLEAN DUCT.
2. DISCONNECT AND REMOVE EXIST CABLE. SEAL DUCT PENETRATION
WITH CONCRETE.
3. DEMOLISH EXIST SPLICE.
4. DISCONNECT AND REMOVE EXIST CABLES TO THIS POINT.
TYP OF
ALL DUCTS
TO H SUB
4TYP1
MANHOLE LAYOUT #A-1125
LENGTH LOCATIONWIDTH HEIGHTLID SIZETHROAT DEPTHOPENING SIZEMANHOLE CONDITION
NO
SCALE
DESCRIPTION VOLTAGESIZE LGTHINSULID
MANHOLE LAYOUT #A-1126
N
LENGTH LOCATIONWIDTH HEIGHTLID SIZETHROAT DEPTHOPENING SIZEMANHOLE CONDITION
NO
SCALE
DESCRIPTION VOLTAGESIZE LGTHINSULID
MANHOLE LAYOUT #A-1127
N
LENGTH LOCATIONWIDTH HEIGHTLID SIZETHROAT DEPTHOPENING SIZEMANHOLE CONDITION
NO
SCALE
DESCRIPTION VOLTAGESIZE LGTHINSULID
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
MI
DL
AN
T
PW
D
NO
RF
OL
K
NA
VS
TA
N
OR
FO
LK
, V A
NA
VA
L
ST
AT
IO
N
NO
RF
O
LK
, V
A
NO
RF
O
LK
, V
A
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
HIEN LAM
05/24/2024
F.V. PEPPERS
J. MILLER, P.E.
N/A
1745518
N/A
ES502
J. MORTON, PE
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GENERAL SHEET NOTES
A. TELEPHONE AND ELECTRICAL MANHOLES AT THE WORK SITE THAT ARE
NOT IDENTIFIED ARE NOT IN THIS CONTRACT.
B. THE CONTRACTOR IS RESPONSIBLE FOR DE-WATERING OF MANHOLES.
C. THE CONTRACTOR MUST PROVIDE "HOT CAPS" ON NEWLY INSTALLED
CABLE AS NEEDED TO MINIMIZE CIRCUIT OUTAGES.
D. TEMPORARY SPLICES MUST MEET ALL THE REQUIREMENTS IN THE
SPECIFICATIONS?
E. CONTRACTOR MUST CONNECT GROUND CABLE SHIELD TO EXIST
GROUND ROD IN EACH MANHOLE.
F. PROVIDE ADDITIONAL MANHOLE RACKS, STEPS AND INSULATORS AS
REQUIRED BY THE SPECIFICATIONS.
(THIS SHEET ONLY)KEYNOTES
1. PROVIDE CABLE AS INDICATED IN FEEDER SCHEDULE.
2. PROVIDE SPLICE.
3. PROVIDE NEW CABLE CIRCUIT TAG.
MANHOLE LAYOUT #A-1128
LENGTH LOCATIONWIDTH HEIGHTLID SIZETHROAT DEPTHOPENING SIZEMANHOLE CONDITION
NO
SCALE
DESCRIPTION VOLTAGESIZE LGTHINSULID
MANHOLE LAYOUT #A-1129
N
LENGTH LOCATIONWIDTH HEIGHTLID SIZETHROAT DEPTHOPENING SIZEMANHOLE CONDITION
NO
SCALE
DESCRIPTION VOLTAGESIZE LGTHINSULID
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
MI
DL
AN
T
PW
D
NO
RF
OL
K
NA
VS
TA
N
OR
FO
LK
, V A
NA
VA
L
ST
AT
IO
N
NO
RF
O
LK
, V
A
NO
RF
O
LK
, V
A
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
HIEN LAM
05/24/2024
F.V. PEPPERS
J. MILLER, P.E.
N/A
1745518
N/A
ES503
J. MORTON, PE
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GENERAL SHEET NOTES
A. TELEPHONE AND ELECTRICAL MANHOLES AT THE WORK SITE THAT ARE
NOT IDENTIFIED ARE NOT IN THIS CONTRACT.
B. THE CONTRACTOR IS RESPONSIBLE FOR DE-WATERING OF MANHOLES.
C. THE CONTRACTOR MUST PROVIDE "HOT CAPS" ON NEWLY INSTALLED
CABLE AS NEEDED TO MINIMIZE CIRCUIT OUTAGES.
D. TEMPORARY SPLICES MUST MEET ALL THE REQUIREMENTS IN THE
SPECIFICATIONS?
E. CONTRACTOR MUST CONNECT GROUND CABLE SHIELD TO EXIST
GROUND ROD IN EACH MANHOLE.
F. PROVIDE ADDITIONAL MANHOLE RACKS, STEPS AND INSULATORS AS
REQUIRED BY THE SPECIFICATIONS.
(THIS SHEET ONLY) KEYNOTES
1. DISCONNECT AND REMOVE EXIST CABLES, MANDREL AND CLEAN DUCT.
2. DISCONNECT AND REMOVE EXIST CABLE. SEAL DUCT PENETRATION
WITH CONCRETE.
3. DEMOLISH EXIST SPLICE.
ID DESCRIPTION VOLTAGESIZE LGTHINSUL
MANHOLE LAYOUT #1141
N
LENGTH LOCATIONWIDTH HEIGHT OPENING SIZEMANHOLE CONDITION
NO
SCALE
LID SIZE THROAT
ID DESCRIPTION VOLTAGESIZE LGTHINSUL
MANHOLE LAYOUT #1142
N
LENGTH LOCATIONWIDTH HEIGHT OPENING SIZEMANHOLE CONDITION
NO
SCALE
LID SIZE THROAT
MANHOLE LAYOUT #1143
N
LENGTH LOCATIONWIDTH HEIGHT OPENING SIZEMANHOLE CONDITION
NO
SCALE
ID DESCRIPTION VOLTAGESIZE LGTHINSUL
LID SIZE THROAT
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
MI
DL
AN
T
PW
D
NO
RF
OL
K
NA
VS
TA
N
OR
FO
LK
, V A
NA
VA
L
ST
AT
IO
N
NO
RF
O
LK
, V
A
NO
RF
O
LK
, V
A
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
HIEN LAM
05/24/2024
F.V. PEPPERS
J. MILLER, P.E.
N/A
1745518
N/A
ES504
J. MORTON, PE
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
(THIS SHEET ONLY)GENERAL SHEET NOTES
A. TELEPHONE AND ELECTRICAL MANHOLES AT THE WORK SITE THAT ARE
NOT IDENTIFIED ARE NOT IN THIS CONTRACT.
B. THE CONTRACTOR IS RESPONSIBLE FOR DE-WATERING OF MANHOLES.
C. THE CONTRACTOR MUST PROVIDE "HOT CAPS" ON NEWLY INSTALLED
CABLE AS NEEDED TO MINIMIZE CIRCUIT OUTAGES.
D. TEMPORARY SPLICES MUST MEET ALL THE REQUIREMENTS IN THE
SPECIFICATIONS?
E. CONTRACTOR MUST CONNECT GROUND CABLE SHIELD TO EXIST
GROUND ROD IN EACH MANHOLE.
F. PROVIDE ADDITIONAL MANHOLE RACKS, STEPS AND INSULATORS AS
REQUIRED BY THE SPECIFICATIONS.
KEYNOTES
1. PROVIDE CABLE AS INDICATED IN FEEDER SCHEDULE.
MANHOLE LAYOUT #309
LENGTH LOCATIONWIDTH HEIGHT OPENING SIZEMANHOLE CONDITION
NO
SCALE
ID DESCRIPTION VOLTAGESIZE LGTHINSUL
LID SIZE THROAT
MANHOLE LAYOUT #308
N
LENGTH LOCATIONWIDTH HEIGHT OPENING SIZEMANHOLE CONDITION
NO
SCALE
ID DESCRIPTION VOLTAGESIZE LGTHINSUL
LID SIZE THROAT
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
MI
DL
AN
T
PW
D
NO
RF
OL
K
NA
VS
TA
N
OR
FO
LK
, V A
NA
VA
L
ST
AT
IO
N
NO
RF
O
LK
, V
A
NO
RF
O
LK
, V
A
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
HIEN LAM
05/24/2024
F.V. PEPPERS
J. MILLER, P.E.
N/A
1745518
N/A
ES505
J. MORTON, PE
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
(THIS SHEET ONLY)GENERAL SHEET NOTES
A. TELEPHONE AND ELECTRICAL MANHOLES AT THE WORK SITE THAT ARE
NOT IDENTIFIED ARE NOT IN THIS CONTRACT.
B. THE CONTRACTOR IS RESPONSIBLE FOR DE-WATERING OF MANHOLES.
C. THE CONTRACTOR MUST PROVIDE "HOT CAPS" ON NEWLY INSTALLED
CABLE AS NEEDED TO MINIMIZE CIRCUIT OUTAGES.
D. TEMPORARY SPLICES MUST MEET ALL THE REQUIREMENTS IN THE
SPECIFICATIONS?
E. CONTRACTOR MUST CONNECT GROUND CABLE SHIELD TO EXIST
GROUND ROD IN EACH MANHOLE.
F. PROVIDE ADDITIONAL MANHOLE RACKS, STEPS AND INSULATORS AS
REQUIRED BY THE SPECIFICATIONS.
KEYNOTES
1. DISCONNECT AND REMOVE EXIST CABLES, MANDREL AND CLEAN DUCT.
2. DISCONNECT AND REMOVE EXIST CABLE. SEAL DUCT PENETRATION
WITH CONCRETE.
3. DEMOLISH EXIST SPLICE.
MANHOLE LAYOUT #A-1122
LENGTH LOCATIONWIDTH HEIGHTLID SIZETHROAT DEPTHOPENING SIZEMANHOLE CONDITION
NO
SCALE
DESCRIPTION VOLTAGESIZE LGTHINSULIDID
MANHOLE LAYOUT #A-1123
N
LENGTH LOCATIONWIDTH HEIGHTLID SIZETHROAT DEPTHOPENING SIZEMANHOLE CONDITION
NO
SCALE
DESCRIPTION VOLTAGESIZE LGTHINSUL
MANHOLE LAYOUT #A-1124
N
LENGTH LOCATIONWIDTH HEIGHTLID SIZETHROAT DEPTHOPENING SIZEMANHOLE CONDITION
NO
SCALE
DESCRIPTION VOLTAGESIZE LGTHINSULID
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
MI
DL
AN
T
PW
D
NO
RF
OL
K
NA
VS
TA
N
OR
FO
LK
, V A
NA
VA
L
ST
AT
IO
N
NO
RF
O
LK
, V
A
NO
RF
O
LK
, V
A
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
HIEN LAM
05/24/2024
F.V. PEPPERS
J. MILLER, P.E.
N/A
1745518
N/A
ES506
J. MORTON, PE
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
(THIS SHEET ONLY)GENERAL SHEET NOTES
A. TELEPHONE AND ELECTRICAL MANHOLES AT THE WORK SITE THAT ARE
NOT IDENTIFIED ARE NOT IN THIS CONTRACT.
B. THE CONTRACTOR IS RESPONSIBLE FOR DE-WATERING OF MANHOLES.
C. THE CONTRACTOR MUST PROVIDE "HOT CAPS" ON NEWLY INSTALLED
CABLE AS NEEDED TO MINIMIZE CIRCUIT OUTAGES.
D. TEMPORARY SPLICES MUST MEET ALL THE REQUIREMENTS IN THE
SPECIFICATIONS?
E. CONTRACTOR MUST CONNECT GROUND CABLE SHIELD TO EXIST
GROUND ROD IN EACH MANHOLE.
F. PROVIDE ADDITIONAL MANHOLE RACKS, STEPS AND INSULATORS AS
REQUIRED BY THE SPECIFICATIONS.
KEYNOTES
1. PROVIDE CABLE AS INDICATED IN FEEDER SCHEDULE.
MANHOLE LAYOUT #A-1125
LENGTH LOCATIONWIDTH HEIGHTLID SIZETHROAT DEPTHOPENING SIZEMANHOLE CONDITION
NO
SCALE
DESCRIPTION VOLTAGESIZE LGTHINSULID
MANHOLE LAYOUT #A-1126
N
LENGTH LOCATIONWIDTH HEIGHTLID SIZETHROAT DEPTHOPENING SIZEMANHOLE CONDITION
NO
SCALE
DESCRIPTION VOLTAGESIZE LGTHINSULID
MANHOLE LAYOUT #A-1127
N
LENGTH LOCATIONWIDTH HEIGHTLID SIZETHROAT DEPTHOPENING SIZEMANHOLE CONDITION
NO
SCALE
DESCRIPTION VOLTAGESIZE LGTHINSULID
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
MI
DL
AN
T
PW
D
NO
RF
OL
K
NA
VS
TA
N
OR
FO
LK
, V A
NA
VA
L
ST
AT
IO
N
NO
RF
O
LK
, V
A
NO
RF
O
LK
, V
A
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
HIEN LAM
05/24/2024
F.V. PEPPERS
J. MILLER, P.E.
N/A
1745518
N/A
ES507
J. MORTON, PE
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
(THIS SHEET ONLY)GENERAL SHEET NOTES
A. TELEPHONE AND ELECTRICAL MANHOLES AT THE WORK SITE THAT ARE
NOT IDENTIFIED ARE NOT IN THIS CONTRACT.
B. THE CONTRACTOR IS RESPONSIBLE FOR DE-WATERING OF MANHOLES.
C. THE CONTRACTOR MUST PROVIDE "HOT CAPS" ON NEWLY INSTALLED
CABLE AS NEEDED TO MINIMIZE CIRCUIT OUTAGES.
D. TEMPORARY SPLICES MUST MEET ALL THE REQUIREMENTS IN THE
SPECIFICATIONS?
E. CONTRACTOR MUST CONNECT GROUND CABLE SHIELD TO EXIST
GROUND ROD IN EACH MANHOLE.
F. PROVIDE ADDITIONAL MANHOLE RACKS, STEPS AND INSULATORS AS
REQUIRED BY THE SPECIFICATIONS.
KEYNOTES
1. PROVIDE CABLE AS INDICATED IN FEEDER SCHEDULE.
MANHOLE LAYOUT #A-1128
LENGTH LOCATIONWIDTH HEIGHTLID SIZETHROAT DEPTHOPENING SIZEMANHOLE CONDITION
NO
SCALE
DESCRIPTION VOLTAGESIZE LGTHINSULID
MANHOLE LAYOUT #A-1129
N
LENGTH LOCATIONWIDTH HEIGHTLID SIZETHROAT DEPTHOPENING SIZEMANHOLE CONDITION
NO
SCALE
DESCRIPTION VOLTAGESIZE LGTHINSULID
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
MI
DL
AN
T
PW
D
NO
RF
OL
K
NA
VS
TA
N
OR
FO
LK
, V A
NA
VA
L
ST
AT
IO
N
NO
RF
O
LK
, V
A
NO
RF
O
LK
, V
A
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
HIEN LAM
05/24/2024
F.V. PEPPERS
J. MILLER, P.E.
N/A
1745518
N/A
ES508
J. MORTON, PE
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
(THIS SHEET ONLY)GENERAL SHEET NOTES
A. TELEPHONE AND ELECTRICAL MANHOLES AT THE WORK SITE THAT ARE
NOT IDENTIFIED ARE NOT IN THIS CONTRACT.
B. THE CONTRACTOR IS RESPONSIBLE FOR DE-WATERING OF MANHOLES.
C. THE CONTRACTOR MUST PROVIDE "HOT CAPS" ON NEWLY INSTALLED
CABLE AS NEEDED TO MINIMIZE CIRCUIT OUTAGES.
D. TEMPORARY SPLICES MUST MEET ALL THE REQUIREMENTS IN THE
SPECIFICATIONS?
E. CONTRACTOR MUST CONNECT GROUND CABLE SHIELD TO EXIST
GROUND ROD IN EACH MANHOLE.
F. PROVIDE ADDITIONAL MANHOLE RACKS, STEPS AND INSULATORS AS
REQUIRED BY THE SPECIFICATIONS.
KEYNOTES
1. PROVIDE CABLE AS INDICATED IN FEEDER SCHEDULE.
ID DESCRIPTION VOLTAGESIZE LGTHINSUL
MANHOLE LAYOUT #1141
N
LENGTH LOCATIONWIDTH HEIGHT OPENING SIZEMANHOLE CONDITION
NO
SCALE
LID SIZE THROAT
ID DESCRIPTION VOLTAGESIZE LGTHINSUL
MANHOLE LAYOUT #1142
N
LENGTH LOCATIONWIDTH HEIGHT OPENING SIZEMANHOLE CONDITION
NO
SCALE
LID SIZE THROAT
MANHOLE LAYOUT #1143
N
LENGTH LOCATIONWIDTH HEIGHT OPENING SIZEMANHOLE CONDITION
NO
SCALE
ID DESCRIPTION VOLTAGESIZE LGTHINSUL
LID SIZE THROAT
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
MI
DL
AN
T
PW
D
NO
RF
OL
K
NA
VS
TA
N
OR
FO
LK
, V A
NA
VA
L
ST
AT
IO
N
NO
RF
O
LK
, V
A
NO
RF
O
LK
, V
A
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
HIEN LAM
05/24/2024
F.V. PEPPERS
J. MILLER, P.E.
N/A
1745518
N/A
ES509
J. MORTON, PE
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GENERAL SHEET NOTES
A. TELEPHONE AND ELECTRICAL MANHOLES AT THE WORK SITE THAT ARE
NOT IDENTIFIED ARE NOT IN THIS CONTRACT.
B. THE CONTRACTOR IS RESPONSIBLE FOR DE-WATERING OF MANHOLES.
C. THE CONTRACTOR MUST PROVIDE "HOT CAPS" ON NEWLY INSTALLED
CABLE AS NEEDED TO MINIMIZE CIRCUIT OUTAGES.
D. TEMPORARY SPLICES MUST MEET ALL THE REQUIREMENTS IN THE
SPECIFICATIONS?
E. CONTRACTOR MUST CONNECT GROUND CABLE SHIELD TO EXIST
GROUND ROD IN EACH MANHOLE.
F. PROVIDE ADDITIONAL MANHOLE RACKS, STEPS AND INSULATORS AS
REQUIRED BY THE SPECIFICATIONS.
KEYNOTES
1. PROVIDE CABLE AS INDICATED IN FEEDER SCHEDULE.
2. PROVIDE SPLICE.
(THIS SHEET ONLY)
MANHOLE LAYOUT #309
LENGTH LOCATIONWIDTH HEIGHT OPENING SIZEMANHOLE CONDITION
NO
SCALE
ID DESCRIPTION VOLTAGESIZE LGTHINSUL
LID SIZE THROAT
MANHOLE LAYOUT #308
N
LENGTH LOCATIONWIDTH HEIGHT OPENING SIZEMANHOLE CONDITION
NO
SCALE
ID DESCRIPTION VOLTAGESIZE LGTHINSUL
LID SIZE THROAT
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D~
M
ID
-A
TL
AN
TI
C
MI
DL
AN
T
PW
D
NO
RF
OL
K
NA
VS
TA
N
OR
FO
LK
, V A
NA
VA
L
ST
AT
IO
N
NO
RF
O
LK
, V
A
NO
RF
O
LK
, V
A
LA
G
-1
RE
PL
AC
E
SU
B
ST
AT
IO
N H
HIEN LAM
05/24/2024
F.V. PEPPERS
J. MILLER, P.E.
N/A
1745518
N/A
ES510
J. MORTON, PE
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A
B
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1 2 3 4 5
1 2 3 4 5
A
B
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
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DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GENERAL SHEET NOTES
A. TELEPHONE AND ELECTRICAL MANHOLES AT THE WORK SITE THAT ARE
NOT IDENTIFIED ARE NOT IN THIS CONTRACT.
B. THE CONTRACTOR IS RESPONSIBLE FOR DE-WATERING OF MANHOLES.
C. THE CONTRACTOR MUST PROVIDE "HOT CAPS" ON NEWLY INSTALLED
CABLE AS NEEDED TO MINIMIZE CIRCUIT OUTAGES.
D. TEMPORARY SPLICES MUST MEET ALL THE REQUIREMENTS IN THE
SPECIFICATIONS?
E. CONTRACTOR MUST CONNECT GROUND CABLE SHIELD TO EXIST
GROUND ROD IN EACH MANHOLE.
F. PROVIDE ADDITIONAL MANHOLE RACKS, STEPS AND INSULATORS AS
REQUIRED BY THE SPECIFICATIONS.
KEYNOTES
1. PROVIDE CABLE AS INDICATED IN FEEDER SCHEDULE.
2. PROVIDE SPLICE.
(THIS SHEET ONLY)
CABLE TAG DETAIL
DUCTBANK SECTION "A"
DUCTBANK SECTION "B"
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ES511
SECTION THRU CABLE WELL DETAIL
SINGLE PHASE PAD-MOUNTED TRANSFORMER DETAIL
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ES512
SF6 PAD-MOUNTED SWITCH DETAIL
S
SF6 PAD-MOUNTED SWITCH PAD DETAIL
THREE PHASE PAD-MOUNTED TRANSFORMER DETAIL
PAD-MOUNTED TRANSFORMER PAD DETAIL
NA
VA
L
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ES513
H-SUB
LAG-105
H-SUB
LAG-105
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ES601
| LAG-105 REPLACE H SUBSTATION |
| GENERAL |
| G-001 COVER SHEET |
| G-002 LIST OF SHEETS |
| CIVIL |
| C-001 CIVIL SYMBOLS, LINE TYPES & ABBREVIATIONS |
| C-101 CIVIL SITE PLAN - STA 0+66.33 TO STA 10+50 |
| C-102 CIVIL SITE PLAN - STA 10+50 TO STA 20+00 |
| C-103 CIVIL SITE PLAN - STA 20+00 TO STA 27+10 |
| C-104 CIVIL SITE PLAN - STA 50+00 TO STA 55+50 |
| C-105 CIVIL SITE PLAN - STA 55+50 TO STA 59+00 |
| C-106 CIVIL SITE PLAN - STA 59+00 TO STA 63+40.42 |
| C-501 CIVIL DETAILS |
| C-502 TYPICAL FENCE DETAILS |
| C-503 TYPICAL GATE DETAILS |
| STRUCTURAL |
| S-001 - STRUCTURAL SYMBOLS, LEGENDS, ABBREVAITIONS AND NOTES |
| S-101 - OVERALL EQUIPMENT PLAN |
| S-102 - OVERALL FOUNDATION AND SLAB PLAN |
| S-301 - STRUCTURAL SECTIONS |
| ELECTRICAL |
| ES001 LEGEND, ABBREVIATIONS, & GENERAL NOTES |
| ES101 PARTIAL ELECTRICAL SITE PLAN |
| ES102 PARTIAL ELECTRICAL SITE PLAN |
| ES103 PARTIAL ELECTRICAL SITE PLAN |
| ES104 PARTIAL ELECTRICAL SITE PLAN |
| ES105 PARTIAL ELECTRICAL SITE PLAN |
| ES106 PARTIAL ELECTRICAL SITE PLAN |
| ES401 ENLARGED LAG-105 DEMOLITION PLAN |
| ES402 ENLARGED LAG-105 PLAN |
| ES501 MANHOLE LAYOUTS - DEMOLITION |
| ES502 MANHOLE LAYOUTS - DEMOLITION |
| ES503 MANHOLE LAYOUTS - DEMOLITION |
| ES504 MANHOLE LAYOUTS - DEMOLTION |
| ES505 MANHOLE LAYOUTS - DEMOLITION |
| ES506 MANHOLE LAYOUTS |
| ES507 MANHOLE LAYOUTS |
| ES508 MANHOLE LAYOUTS |
| ES509 MANHOLE LAYOUTS |
| ES510 MANHOLE LAYOUTS |
| ES511 ELECTRICAL SITE DETAILS |
| ES512 ELECTRICAL SITE DETAILS |
| ES513 ELECTRICAL SITE DETAILS |
| ES601 PARTIAL ONE-LINE DIAGRAMS & FEEDER SCHEDULE |
| LEGEND |
| 1745518-C-503.pdf |
| Sheets and Views |
| C-503 |
2024-06-04T11:17:58-0400
2024-06-04T11:18:11-0400
2024-06-0…
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