W912QR20B0004-0001.pdf
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- Solicitation number
- W912QR20B0004
About this file
This is a solicitation for a construction project to build a gravel Military Equipment Park and concrete pavement for tracked vehicles at Yakima Training Center in Yakima, Washington. The estimated construction cost range is between $1,000,000 to $5,000,000. The North American Industry Classification System code is 236220. The size determination is $39.5 million. Bid modifications received by facsimile will not be considered. This project is 100% set aside for small businesses. The site visit information is available in FAR Clause 52.236-27 ALT I. The highway wage decision will be used for all work associated with the parking lot and street lighting. The heavy wage decision will be used for all work related to the fire water line and storm drainage. Offerors must comply with System for Award Management registration requirements outlined in clauses 52.204-7 and others in the solicitation. The Department of the Army Corps of Engineers Engineering District Louisville is the agency for this solicitation.
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Other files
| File | Type | Posted |
|---|---|---|
| Notice of Award(1).pdf | ||
| Bid Opening Results.docx | DOCX document | |
| W912QR20B0004-0002.pdf | ||
| W912QR20B0004 Site Visit Sign-in Sheet.pdf | ||
| W912QR20B0004SPECS-0000.pdf | ||
| W912QR20B0004PLANS-0000.pdf |
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Text version
CIVIL/OPS/ENVIRONMENTAL BR
ATTN: LEVI SPETH
600 DR M L KING JR PL
LOUISVILLE KY 40202-2236
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15A. NAME AND TITLE OF SIGNER (Type or print)
30-105-04EXCEPTION TO SF 30
APPROVED BY OIRM 11-84
STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA
FAR (48 CFR) 53.243
Solicitation W912QR20B0004 for ECS-10 Gravel Military Equipment Park Yakima Training Center, WA is hereby amended as follow s:
See Continuation Page
1. CONTRACT ID CODE PAGE OF PAGES
1 2
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY
16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR
(Signature of Contracting Officer)(Signature of person authorized to sign)
8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912QR20B0004
X 9B. DATED (SEE ITEM 11)
15-Jan-2020
10B. DATED (SEE ITEM 13)
9A. AMENDMENT OF SOLICITATION NO.
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.
Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:
(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN
REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
12. ACCOUNTING AND APPROPRIATION DATA (If required)
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE
CONTRACT ORDER NO. IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority)
E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
10A. MOD. OF CONTRACT/ORDER NO.
U0001
2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)
6. ISSUED BY
3. EFFECTIVE DATE
06-Feb-2020
CODE
U. S. ARMY ENGINEER DISTRICT, LOUISVILLE
600 DR. MARTIN LUTHER KING, JR. PLACE
ROOM 821
LOUISVILLE KY 40202-2239
W912QR 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE 964860
FACILITY CODECODE
EMAIL:TEL:
W912QR20B0004-0001
W912QR20B0004
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)
The following have been revised:
AMENDMENT 0001
1. CP151 – Updated detail reference number for Reinforced Concrete Pavement, correct reference is A4/CS550.
2. CP152 – Updated detail reference number for Reinforced Concrete Pavement, correct reference is A4/CS550.
3. CS550 – Reinforced Concrete Pavement Detail A4 – Removed reference to pavements greater than 8-inch thickness from Table 1. All PCC pavement is 8-inch thickness.
4. CS551 – Detail A3 – Removed reference to pavements less than 8-inches from Table
1. All PCC pavement is 8-inch thickness.
5. CS554 – Detail A3 – Light Pole Foundations, added note “Light Pole Foundations Required to be Cast In Place
6. ES051 - Manufacturer/model information was provided on the existing panelboard Panel C. The portion of fence to be grounded was clarified
7. ES150 - Manufacturer/model information was provided on the existing panelboard Panel C. The portion of fence to be grounded was clarified
8. The solicitation close date remains 14 February 2020 by 2:00 pm ET.
(End of Summary of Changes)
W912QR20B0004-0001
BUILDING #851
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SCALE: 1" = 20' 0
SCALE IN FEET
20'10' 40'
N
C1 CONCRETE INTERSECTION PAVING JOINT PLAN
SCALE: 1" = 20' 0
SCALE IN FEET
20'10' 40'
N
A3 JOINT ELEVATION PLAN
SCALE: 1" = 20' 0
SCALE IN FEET
20'10' 40'
N
C3 JOINT ELEVATION PLAN
SCALE: 1" = 20' 0
SCALE IN FEET
20'10' 40'
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SCALE IN FEET
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8" PORTLAND CEMENT CONCRETE (PCC)
12" GRADED CRUSHED AGGREGATE (GCA)
12" COMPACTED SUBGRADE
T
8" GRADED CRUSHED AGGREGATE (GCA)
12" COMPACTED SUBGRADE
GEOTEXTILE FABRIC
SCALE N.T.S.
CONCRETE PAVEMENTC1 SCALE N.T.S.
AGGREGATE SURFACEC4
1/2" WIRE SPACING
OR 3" MAX
NOTES:
1. SHADED SLABS OR SLABS INDICATED WITH THE LETTER "R" ON THE JOINT
LAYOUT PLAN SHALL BE REINFORCED WITH STEEL REBAR OR WELDED WIRE
FABRIC OF THE SIZES SHOWN. OTHER WELDED WIRE FABRIC SIZES MAY BE
USED PROVIDED THE STEEL AREA (SQUARE INCHES PER FOOT) IN THE
LONGITUDINAL AND TRANSVERSE DIRECTIONS IS EQUAL TO OR EXCEEDS THAT
SHOWN IN TABLE 1.
2. WELDED WIRE FABRIC OR REBAR SHALL BE OVERLAPPED FOR A DISTANCE
EQUAL TO AT LEAST ONE SPACING OF THE WIRE IN THE FABRIC OR 32 WIRE
DIAMETERS, WHICHEVER IS GREATER. THE WIRES IN THE LAP SHALL BE WIRED
OR OTHERWISE SECURELY FASTENED TO PREVENT SEPARATION DURING
CONCRETE PLACEMENT.
TABLE 1
PAVEMENT
THICKNESS
(INCHES)
MINIMUM REQUIRED
AREA OF STEEL
(SQ. INCHES/FOOT)
WELDED WIRE
FABRIC
6-8 0.048 6x6-W2.9xW2.9
T/
T
PAVEMENT
JOINT OR EDGESHADED SLABS OR SLABS WITH
LETTER "R" ON JOINT PLANS ARE
REINFORCED. SEE TABLE FOR SIZE
AND SPACING OF REINFORCEMENT
T/4 + 1"
DOWEL BAR.
SEE DETAIL D3/CS551
TABLE 1
SCALE N.T.S.
REINFORCED CONCRETE PAVEMENTA4
REINFORCED CONCRETE PAVEMENT
WHERE INDICATED
SEE DETAIL A4 THIS SHEET
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NOTE:
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DEPTH OF JOINT
RESERVOIR WITH
SEALANT
MANUFACTURER'S
RECOMMENDATIONS.
3/4" = W1/
" M
IN
1/ 4"
M
AX
T=THICKNESS
S=DEPTH OF INITIAL SAWCUT SEE TABLE 2
SAWCUT TABLE 2
PAVEMENT
THICKNESS
(INCHES)
DEPTH OF INITIAL
SAW CUT
LESS THAN 12" 1/4 SLAB THICKNESS
DOWEL BAR (D) SIZE -TABLE 1
NOTE:
1. WHEN DOWELED JOINTS ARE REQUIRED BETWEEN PAVEMENTS OF
DIFFERING THICKNESS, THE DOWELS SHALL BE SIZED FOR THE THINNER
SECTION, AND PLACED AT T/2 ± D/2 OF THE THINNER PAVEMENT.
L/2
T
T/
D
/2 CONSTRUCTION JOINT
SEE DETAIL A3 THIS SHEET
NOTES:
1. CONSTRUCT A TYPE E - DOWELED
CONSTRUCTION JOINT WHENEVER PAVING
OPERATIONS ARE DELAYED OR STOPPED.
2. CONCRETE SHALL NOT BE DRILLED UNTIL
AT LEAST 72 HOURS AFTER PLACEMENT.
FINAL
SAWED
JOINT
FACE
APPROVED DOWEL
BAR ASSEMBLY FOR
TRANSVERSE JOINTS
GREASE ONE
END OF DOWEL
BAR CLEARANCE AT EDGE OF
PANEL SHALL BE A MINIMUM OF
0.6 TIMES THE LENGTH OF THE
BAR (D). SEE TABLE 1, THIS SHEET
DOWELS WELDED
ALTERNATELY TO
TOP SPACER BARS
0.362" DIA "VEE" LEG
CHAIRS WELDED AT
ALL INTERSECTIONS
TO TOP AND BOTTOM
SPACER BAR
0.177" DIA. SPREADER WIRES
WELDED TO TOP SPACER
BARS 3 PER ASSEMBLY TO
BE CLIPPED AFTER STAKING
0.362" DIA BOTTOM
SPACER BARS
WELDED TO LEG
CHAIRS - 2 PER
ASSEMBLY
0.362" DIA TOP SPACER
BARS WELDED TO LEG
CHAIRS - 2 PER ASSEMBLY
DOWEL JOINT
1.25W DIA
BACKER ROD
MATERIAL
FINAL SAWED
JOINT FACE
FIELD MOLDED
SEALANT
CONCRETE
PAVEMENT
SURFACE
BUTTED JOINT
FINAL SAWED
JOINT FACE
1.25W DIA BACKER
ROD MATERIAL
FINAL SAWED
JOINT FACE
FIELD MOLDED
SEALANT
CONCRETE
PAVEMENT
SURFACE
BOND BREAKER TAPE OR
BACKER ROD MATERIAL
FIELD MOLDED SEALANT
NON-EXTRUDING
PREFORMED
COMPRESSIBLE
MATERIAL
CONTRACTION JOINT
DETAIL A2, THIS SHEET
BAR CLEARANCE AT EDGE OF
PANEL SHALL BE A MINIMUM OF 0.6
TIMES THE LENGTH OF THE BAR
DOWELS (D) SHALL BE EPOXYED
INTO DRILLED HOLES HAVING
A DIAMETER OF 1/8'' LARGER
THAN THE DOWEL DIAMETER.
SEE TABLE 1, THIS SHEET
GREASE ONE
END OF DOWEL
CONTRACTION JOINT
DETAIL A2, THIS SHEET
T=THICKNESS
S=DEPTH OF INITIAL SAWCUT SEE TABLE 2
NOTE:
1. COORDINATE SAWCUT DEPTH OF JOINT
RESERVOIR WITH SEALANT
MANUFACTURER'S RECOMMENDATIONS.
SCALE N.T.S.
TYPE E - DOWELED
CONSTRUCTION JOINTB2 SCALE N.T.S.
TYPE C - DOWELED
CONTRACTION JOINTB4 SCALE N.T.S.
TYPE D - DUMMY
CONTRACTION JOINTB5
SCALE N.T.S.
CONTRACTION JOINTA2 SCALE N.T.S.
CONSTRUCTION JOINTA3 SCALE N.T.S.
EXPANSION JOINTA4
L
0.
6L
M
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3/4" = W
3/4" = W
SE
AL
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EP
TH
D
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W
SE
AL
AN
T
D
EP
TH
D
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W
ENSURE DOWEL BAR
ASSEMBLY IS SECURELY
FASTENED TO THE BASE
COURSE MATERIAL TO
PREVENT FLOATING
NON-EXTRUDING
PREFORMED
COMPRESSIBLE
MATERIAL
OR 10'-0" IF JOINT SPACING
IS GREATER THAN 12'-0"
DETAIL A4, THIS SHEET
TYPE A1 - NEW PCC TO EXISTING PCC
EXISTING
CONCRETE
PAVEMENT
T
TO NEAREST JOINT
NON-EXTRUDING
PREFORMED
COMPRESSIBLE
MATERIAL
OR 10'-0" IF JOINT SPACING
IS GREATER THAN 12'-0"
DETAIL A4, THIS SHEET
TYPE A - THICKENED
1.
TT
TO NEAREST JOINT
T
1.
T
5.00' MIN.
PORTLAND CEMENT
CONCRETE
EXISTING ASPHALT SECTION
A1 THICKENED EDGE ISOLATION JOINT
SCALE: N.T.S.
TYPE G1 - NEW PCC TO EXISTING AC
1/
4" S
LA
B
TH
IC
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ES
S
1 16
1 4"
MIN
SEALANT
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1/2" ROD
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AC
PAVEMENT
PCC
PAVEMENT
D4 THICKENED EDGE ISOLATION JOINT
D1 EDGE ISOLATION JOINT
D2 PCC/AC CONSTRUCTION JOINT
TYPE A1 DOWEL BAR LOCATION AND SIZED3
TYPE A1 - DOWEL BAR ASSEMBLYB1
DETAIL D2, THIS SHEET
1/4" BEVEL BY SAWING
1/4" BEVEL BY SAWING
1/4" BEVEL BY SAWING
1/4" BEVEL BY SAWING
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
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4'
0" 6'
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ANCHOR BOLTS AS
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BASIS OF DESIGN:
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ALUMINUM NON-TAPERED POLE
LIGHT FIXTURE - ALTITUDE 2 ALT1 BY
KIM LIGHTING, WEIGHT = 21.5 LBS
CONDUIT AS REQUIRED,
PER ELECTRICAL
LOCATION POINT PER CIVIL
2" 3"
3" 6"
6" 1'
0"
#3 TIES @ 12" OC MAX
(ADDITIONAL SPACING AS SHOWN)
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5' -0
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3'
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24" DIAM.
A
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ROUND FOOTING
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SYMBOLS - SITE PLAN
TYPE Y51 LIGHT FIXTURE MOUNTED ON LIGHTING POLE. SEE LIGHT
FIXTURE SCHEDULE FOR MORE INFORMATION.
LIGHT POLE ID. SEE "TABLE OF LIGHT POLES" ON SHEET ES150
FOR ADDITIONAL INFORMATION
P1
LIGHT FIXTURE SCHEDULE
TYPE TYPE COLOR TEMP
NOMINAL FIXTURE
LUMENS VOLTAGE WATTAGE LOAD DESCRIPTION MOUNTING MANUFACTURER/MODEL
Y51 LED 4000 K 10000 lm 208 V
SINGLE
PHASE
85 W 94 VA LED EXTERIOR AREA LIGHT FIXTURE - TYPE IV WIDE
DISTRIBUTION, FULL CUTOFF. MINIMUM COLOR
RENDERING INDEX OF 80. IP66 RATED. BLACK IN COLOR.
CLEAR LENS.
STEEL SQUARE POLE AND MOUNTING
ARM. BLACK FINISH. POLE HEIGHT
SHALL ALLOW FIXTURE MOUNTING
HEIGHT OF 30 FEET ABOVE FINISHED
GRADE.
KIM/ALTITUDE 2.0
NOTES:
1. MANUFACTURER AND MODEL SHOWN ARE THE BASIS OF
DESIGN. SUBSTITUTIONS ARE ALLOWED. ALL SUBSTITUTIONS
SHALL HAVE THE SAME SALIENT FEATURES, RATINGS,
PERFORMANCE AND STYLE AS THE MODEL LISTED.
2. LIGHTING REQUIREMENT FOR SUBSTITUTION OF LIGHT
FIXTURES: PROVIDE 0.2 FC MIMIMUM THROUGHOUT THE MEP
AREA. MAXIMUM ILLUMINANCE TO MINIMUM ILLUMINANCE
RATIO OF 20:1.
3. FIXTURES LISTED IN THE LIGHT FIXTURE SCHEDULE HAVE BEEN
CONFIRMED TO BE COMPLIANT WITH "BUY AMERICAN"
REQUIREMENTS OF THE AMERICAN RECOVERY AND
REINVESTMENT ACT OF 2009. CONTRACTOR SHALL ENSURE
THAT ANY LIGHT FIXTURE SUBSTITUTIONS FROM THOSE LISTED
ALSO COMPLY WITH THE "BUY AMERICAN" REQUIREMENTS.
4. POLE MOUNTED LIGHT FIXTURES SHALL BE CONTROLLED VIA
LIGHTING CONTACTOR PANEL AND PHOTOCELL. SEE LIGHTING
CONTACTOR SCHEMATIC DETAIL B3 ON SHEET ES550 FOR
ADDITIONAL INFORMATION.
T
P EXISTING ELECTRICAL DUCTBANK
COMMUNICATIONS DUCTBANK
ABBREVIATIONS - SITE PLAN
A AMPERES
AFG ABOVE FINISHED GRADE
FC FOOT-CANDLES
K KELVIN
LM LUMENS
LED LIGHT EMITTING DIODE
MEP MILITARY EQUIPMENT PARKING
MIN MINIMUM
NEC NETWORK ENTERPRISE CENTER
OC ON CENTER
PSI POUNDS PER SQUARE INCH
PVC POLYVINYL CHLORIDE
TYP TYPICAL
V VOLTS
VA VOLT-AMPERES
KEYED NOTES:
PANELBOARD FED FROM EXISTING 400A, 208/120V 3 PHASE
SWITCHBOARD LOCATED IN BUILDING 851.
PROVIDE NEW CIRCUIT BREAKER.
EXISTING PANELBOARD MANUFACTUER AND MODEL NUMBER
AS FOLLOWS: SQUARE D, MODEL NQ.
EXISTING CIRCUIT BREAKERS ARE 10 KAIC
Z:\CLIENTS\ANF\USCOE\LRL\109307_YAKIMATEMF\DESIGN\ELEC\SHEETS\MEP LOT\109307_YTC_ES051.DWG 2/3/2020 2:21 PM MNBAX
ES051
S I T
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S
Y M
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N D
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T U
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A J O
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A N
B O
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M
B
A X
Y
T C
E
S D
W G
D I C
A T
E D
T EXISTING COMMUNICATIONS DUCTBANK
MH
COMMUNICATIONS MANHOLE.
HATCHING INDICATES EXTENTS OF DEMOLITION.
TWO (2) TYPE Y51 LIGHT FIXTURES MOUNTED ON LIGHTING POLE.
SEE LIGHT FIXTURE SCHEDULE FOR MORE INFORMATION.
LIGHT POLE ID. SEE "TABLE OF LIGHT POLES" ES150 FOR
ADDITIONAL INFORMATION
P1
C E
R T
I F
I E
D
F
I N
A L
S
U B
M I T
T A
L
(TYP)
R E
V I S
C C
O R
D A
N C
E
W
I T
H
A
M D
T
W
2Q R
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4-
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
T E
T
T
T
T T
-H
I V
O L T
-H
I V
O L T
-H
I V
O L T
-H
I V
O L T
-H
I V O
L T
-P
-P
-P
-P
-P
-P
-P
-P
T
IP
P
R
O A
D
WILSON ROAD
X X
X X
X X
X
T H
A V
E N
U E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
A1
OVERALL ELECTRICAL NEW WORK SITE PLAN
SCALE: 1" = 100'
N
BID OPTION 3 MEP
EXISTING PANEL "C"
208/120V, 3 PHASE, 4 WIRE
P1
P14
P15
P27
P25
P23
P21
P28
P20
P17
P16
P32
P31
P30
P29
NOTES:
1. SEE SHEET ES051 FOR ELECTRICAL SITE SYMBOLS, LEGEND,
AND LIGHT FIXTURE SCHEDULE.
2. CIRCUITS SHALL BE ROUTED IN CONCRETE ENCASED CONDUIT.
SEE DETAIL A3 ON ES550. CONDUIT SHALL BE ROUTED WITHIN
FENCED AREA WHERE POSSIBLE. COORDINATE ROUTING WITH
UTILITIES LOCATED IN THE SAME AREA. CONDUIT SHALL BE
ROUTED TO MINIMIZE CIRCUIT LENGTH.
3. LIGHT POLES SHALL BE 10'-0" INSIDE FENCED AREA AT
LOCATION INDICATED FOR SECURITY PURPOSES.
4. EXISTING MEDIUM AND HIGH VOLTAGE OVERHEAD LINES RUN
NORTH/SOUTH ALONG EAST SIDE OF TIPP ROAD DIRECTLY
ABOVE WEST PERIMETER FENCE. GROUND FENCE AS
INDICATED.
KEYED NOTES:
CONDUIT ROUTED UNDER ROAD SHALL BE CONCRETE ENCASED AT LOCATION
INDICATED.
SEE PANELBOARD SCHEDULE ON ES051 FOR ADDITIONAL CIRCUIT INFORMATION.
PROVIDE LIGHTING CONTACTOR PANEL ADJACENT TO EXISTING PANEL "C". PROVIDE
STEEL CHANNEL RACK WITH CONCRETE FOUNDATION AS REQUIRED IF SPACE NOT
AVAILABLE ON EXISTING RACK. CONNECT TO CIRCUIT 14 ON EXISTING PANEL "C". SEE
PANELBOARD SCHEDULE ON ES051 FOR ADDITIONAL INFORMATION.
GROUND FENCE POST AT 50' INTERVALS ALONG LENGTH OF FENCE INDICATED
(GROUND FENCE POSTS AT 50' INTERVALS WITHIN AREA COVERED BY THE BRACKET
SHOWN ON PLAN). BOND GROUND STRAP TO FENCE POST (3 INCHES ABOVE FINISHED
GRADE) WITH EXOTHERMIC WELD. PROVIDE BARE COPPER #6 AWG CONDUCTOR
FROM GROUND STRAP TO 3/4” X 10'-0” COPPER-CLAD STEEL GROUND ROD. BOND
CONDUCTOR TO GROUND ROD WITH EXOTHERMIC WELD. DRIVE GROUND ROD SO
TOP OF ROD IS 18 INCHES BELOW FINISHED GRADE.
SCALE IN FEET
100' 200'
P18
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EXISTING BUILDING 851
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EXISTING
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PAD MEP
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BID OPTION 1 MEP
MEP
Z:\CLIENTS\ANF\USCOE\LRL\109307_YAKIMATEMF\DESIGN\ELEC\SHEETS\MEP LOT\109307_YTC_ES150.DWG 2/3/2020 2:21 PM MNBAX
ES150
O V
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A L L
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P2
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P19
P26
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2Q R
B0
4-
AutoCAD SHX Text
6" CONC IRRIGATION RISER
AutoCAD SHX Text
4" PVC IRRIGATION RISER
AutoCAD SHX Text T
AutoCAD SHX Text
AutoCAD SHX Text 1347.59
AutoCAD SHX Text
GTC
AutoCAD SHX Text
AutoCAD SHX Text 1347.18
AutoCAD SHX Text
GTC
AutoCAD SHX Text
AutoCAD SHX Text 1346.26
AutoCAD SHX Text
GTC
| STANDARD FORM 30 |
| SUMMARY OF CHANGES |
| CP151 |
| CP152 |
| CS550 |
| CS551 |
| CS554 |
| ES051 |
| ES150 |
File details come from the government source that posted it. Updated .