Sol_1232SA19B0001_Amd_0002.pdf

(x)

1232SA19B0001

x x 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 ACKNOWLEDGEMENT 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.

x

ARS-1232SA

BELTSVILLE MD 20705

RM 3-2102

5601 SUNNYSIDE AVENUE

USDA ARS ACQUISITION AND PROPERTY D

03/12/20190002

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

Offers 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

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

01/30/2019

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

E. IMPORTANT: Contractor is not, is required to sign this document and return __________________ copies to the issuing office.

ORDER NO. IN ITEM 10A.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

The purpose of this amendment is to post the responses to Requests for Information (RFI) and Addendum 1 which updates the drawings and specifications to include a temporary greenhouse/ headhouse to be located on Hartnell College property. The proposal due date is not extended and remains 22 March 2019.

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

STEPHEN STOLTE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

NSN 7540-01-152-8070

Previous edition unusable

Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .

RFI

QUESTION ANSWER

1 We are certified HUBzone, small business interested in the above-noted USDA Solicitation. We have researched the Solicitation, but cannot find the dollar value range of the Solicitation/project. Will you kindly advise?

FAR 36.204 requires us to give the magnitude of construction from a list of pre-established ranges, which in our case would be greater than $10M. We did our market research in the $50 to $100M range.

2 I represent the sole U.S. distributor for Cembrit Fiber Cement. We noticed in section 07 44 56 of the specification for the subject project that the seller of Cembrit Fiber Cement is misidentified as Cement Board Fabricators.

We kindly request that part 2.1.2 within section 07 44 56 in your bid documents be modified to reflect the appropriate seller/distributor for the project location as follows:

Jay Leathers Foundry Service and Supplies, Inc.

2029 South Parco Ave Ontario, CA 91761 U.S.A.

Direct: (909)223-9250 Office: (909)284-5000 jay@foundryservice.com www.foundryservice.com

The distributor information in the spec will be revised to show the correct distributor

ARTC SALINAS RFIs

3 We would like to request that our HYDRALASTIC 836 please be reviewed as an cold fluid applied waterproofing material here (Part 2 Products,

2.1 Fluid Applied Membrane, ASTM C836/

C836M) Please see the attached data sheets to assist with review, if you can please let me know if it’s acceptable it would be greatly appreciated.

HYDRALASTIC 836 is an acceptable product

4 We are interested to submit a proposal for US Department of Agriculture (USDA), Agricultural Research Service (ARS) Design-Bid-Build Services, Modernization of the Agricultural Research Technology Center (ARTC) in Salinas, California with Solicitation Number 1232SA19B0001. In line with these, we would like to inquire if how much is the estimated cost of the said project?

See #1 above

5 The boiler schedule calls out 15 PSI boilers which are typically steam (Section IV is 15 PSI steam or 30 PSI hot water) and the spec calls for a deaerator, but the drawings show hot water supply and hot water return and no deaerator which would indicate that these are hot water boilers.

The Boilers are hot water boilers not steam, so there is no deaerator required.

6 May we request for the copy of the list of attendees who attended the site visit last February 14, 2019 for USDA ARS Design-Bid- Build Services, Modernization of the Agricultural Research Technology Center in Salinas California with Solicitation Number 1232SA19B0001.

Sign in Sheet was included in Amendment

7 - Air compressor system on the schedule is noted as our SAS dry scroll air system. This is a Medical Air compressor system and we question the need for medical air for this laboratory application. For laboratory applications, where the air is not for human consumption, we recommend going to our lab air systems. Lab systems come with either refrigerated or desiccant dryers, which will need to be defined. Refrigerant air ~ 34F, with desiccant dryer beings -12C or -40C.

Proposed lab service compressor system in lieu of medical air compressor is acceptable.

Duplex oil-less scorll compressors with dual dyers shall be provided. System capacity shall be minimum 80 cfm @ 50 psi with system rating of 7.5 HP/208V. Dryers shall be refrigeration type and capable of providing air at a temperature of 10°F and a dew point of 36°F.

8 - The Vacuum system on the schedule, first, has a conflict with the call-out as an oil-less Claw pump, but the VDV050 call-out is an oil Vane pump. Either pump system is also a Medical vacuum system and we would recommend going to a lab oil-less vacuum system (Claw or Lubricated Vane). In order for us to provide feedback we need specifications regarding system capacities for flows and pressures (SCFM @ 19”Hg, HP, variable speed drive, etc.).

Proposed lab service vacuum system in lieu of medical is acceptable. Duplex oil-less claw vacuum system shall be provided with minimum capacity of 50 scfm @ 28inHg with 60 gallon receiver tank. System rating shall be minimum 5 HP/208V.

9 Is the information on utility meters contained in the solicitation documents accurate?

Attachment L supersedes utility meters currently shown and specified on Salinas drawings and specification.

Reference as follows:

Laboratory:

Digital Meters specification section 26 24 13 page 9, 2.2.5.1

Drawings E - 602 and E – 603

Greenhouse :

Specification section 26 24 13

Drawing GE – 700

Headhouse:

Specification section 26 24 13

Drawing GE – 700

Attachment L

Advanced Meter Specification

Electric meter

Natural Gas Meter

Domestic Water Meter

1. Provide building level advanced meters capable of measuring interval data at 15 min increments, storing metered data and reporting data out at least daily. Provide latest version of Schneider ION 7650 advanced smart meter or equal. (Brand name provided only to identify the salient physical, functional or performance characteristics) and associated hardware /software peripherals necessary for Government IT staff to connect meters to existing ARS meter server.

2. Coordinate with and provide support to IT personnel in order to establish secure communication with each solar system power meter.

3. Indicate Government meters on both review and as-built drawings sets.

4. Test and demonstrate complete power monitoring system operation to location facilities and IT personnel Identified by ARS.

5. The agency power meter is subject to ARS device security requirements. The ION 7650 has been scanned and has a remediation plan from Schneider Electric. If another meter is proposed as an alternative then the Contractor must submit an RFI through the Contracting Officer to ARS IT Security personnel to determine if that meter has been scanned and has an acceptable remediation plan with the manufacturer. If not the Contractor must:

(a) provide a meter temporarily for ARS to scan, with complete configuration information;

(b) obtain written assurance from the manufacturer that the manufacturer will make reasonable efforts to remediate any high risk or critical vulnerabilities detected.

Mechanical | Electrical | Plumbing | Fire Protection Engineering | LEED Modeling | Commissioning | Master Controls Integration | Sustainable Design Forensic Engineering | Project Management | Building Sciences | Design-Build

3040 Williams Drive, Suite 600 121 West 27th Street, Suite 1100 Fairfax, VA 22031 New York, NY 10001 P: 703-691-2115 P: 646-253-9000 F: 703-691-8084 F: 646-224-8497 www.setty.com

March 11, 2019

ADDENDUM No. 1 - NARRATIVE To Documents Entitled:

CONSTRUCTION PHASING / ALTERNATES REVISIONS

DRAWING VOLUMES 1 & 2, and LABORATORIES & GREENHOUSE and HEADHOUSE SPECIFICATION

VOLUMES

Dated: September 28, 2018

Addendum No. 1, dated March 11, 2019, provides for the following revisions to the above subject documents:

1. Drawings and Specification sections have been either modified or created new to accommodate identified Greenhouse, Head House, and Insect House, Swing Space Requirements. The following related documents are provided:

New Specification Section(s), Laboratory Specifications:

Division 13 – SPECIAL CONSTRUCTION 13 34 13 GREENHOUSE (New)

Revised Specifications Section(s), Laboratory Specifications:

Division 01 – GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK (Revised)

New Drawings, Addendum 1:

C8.2 Civil Details

AGH-100 SWING SPACE GREENHOUSE FLOOR PLANS

AGH-110 SWING SPACE GREENHOUSE CEILING PLANS

ACH-120 SWING SPACE GREENHOUSE ROOF PLANS

AGH-130 SWING SPACE GREENHOUSE EXTERIOR ELEVATIONS

AGH-131 SWING SPACE INSECT HOUSE EXTERIOR ELEVATIONS

AGH-140 SWING SPACE GREENHOUSE BLDG. & WALL SECTIONS, CASEWORK ELEVATIONS

SGH-101 SWING SPACE GREENHOUSE FOUNDATIONS PLANS

MGH-101 MECHANICAL FLOOR PLAN

MGH-601 MECHANICAL SCHEDULES & DETAILS

PGH-100 FOUNDATION – SANITARY & VENT

PGH-101 PLUMBING ROOF PLAN – WATER & GAS

PGH-102 PLUMBING FLOOR PLAN – WATER & GAS

PGH-103 PLUMBING ROOF PLAN – PLUMBING

EGH-S01 SWING SPACE GREENHOUSE ELEC. SITE PLAN, POWER

EGH-300 SWING SPACE GREENHOUSE LIGHTING PLAN

EGH-400 SWING SPACE GREENHOUSE DATA & POWER PLAN

EGH-601 ELECTRICAL POWER RISER & SCHEDULES

EGH-801 ELECTRICAL DETAILS

Attachment K http://www.setty.c/

Forensic Engineering | Project Management | Building Sciences | Design-Build

3040 Williams Drive, Suite 600 121 West 27th Street, Suite 1100 Fairfax, VA 22031 New York, NY 10001 P: 703-691-2115 P: 646-253-9000 F: 703-691-8084 F: 646-224-8497 www.setty.com

Revised Existing Drawings, Volume 1:

G001 SYMBOLS, ABBREVIATIONS, LEGEND, AND INDEX OF DRAWINGS VOL. 1

A002.2 PHASE ONE SITE PLAN

A002.3 PHASE TWO SITE PLAN

C1.0 GENERAL NOTES

C2.0 TOPOGRAPHIC SURVEY – EXISTING CONDITIONS

C3.0 GRADING PLAN – PHASE 1

C3.1 GRADING PLAN – PHASE 2

C4.0 STORMWATER CONCEPT PLAN

C5.0 UTILITY PLAN – PHASE 1

C5.1 UTILITY PLAN – PHASE 2

C6.0 HORIZONTAL CONTROL PLAN

C7.0 EROSION + SEDIMENT CONTROL PLAN

C8.0 DETAILS

Revised Existing Drawings, Volume 2:

HP-001 HEADHOUSE PLUMBING GENERAL NOTES, SYMBOLS & ABBREVIATIONS

GM 210 PERIMETER HEATING

2. Specification sections have been either modified or created new to provide more definitive guidance for the removal of hazardous materials. The following related documents are provided:

New Specification Section(s), Laboratory Specifications:

DIVISION 02 – EXISTING CONDITIONS

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS (New) 02 82 13.00 10 ASBESTOS ABATMENT (New) 02 81 16.00 20 ENGINEERING CONTROL OF ASBRESTOS CONTAINING MATERIALS (New) 02 82 33.13 20 REMOVAL/CONTROL AND DISPOSAL OF PAINT WITH LEAD (new)

Revised Specifications Section(s), Laboratory Specifications:

DIVISION 02 – EXISTING CONDITIONS

02 83 13.00 20 LEAD IN CONSTRUCTION (Revised) 02 83 19.13 10 LEAD-BASED PAINT ABATEMENT (Revised)

3. Specification Section 23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS (Revised), has been revised to provide more detailed requirements for thermal insulation requirements.

4. The Addendum 1, Laboratory Specifications, PROJECT TABLE OF CONTENTS, has been updated to reflect the new and revised specifications sections associated with this Addendum No 1.

(END OF ADDENDUM NO. 1 NARRATIVE)

Forensic Engineering | Project Management | Building Sciences | Design-Build

3040 Williams Drive, Suite 600 121 West 27th Street, Suite 1100 Fairfax, VA 22031 New York, NY 10001 P: 703-691-2115 P: 646-253-9000 F: 703-691-8084 F: 646-224-8497 www.setty.com

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NOTE:

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ENGINEER IF THERE IS A CONFLICT.

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ENGINEER IF THERE IS A CONFLICT.

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P i p e

U n k n o w n s i z e a n d d e p t h

67' 6" PVC

@ 0.5%

59.5' 6" PVC

@ 0.5%

P

S

D C

O t i e i n

T o p

I n v

P

S

D C

O t i e i n

T o p

I n v

S t u b

H

H

10+00

38' 6" PVC

@ 0.5%

P

S

D G

B

T o p

I n v

B l d g

S t u b

I n v

I N

S T

A L

L

C

O N

C R

E T

E

S A

D L

L E

10+00

STORM PROFILE - Phase 3, south of Isolation Bed

16' 6" PVC

@ 0%

P

J B

T o p

I n v

S

I n v

N

I n v

E

W

13' 6" PVC

@ 0%

S w a l e d s c h a r g e

Stub

Backwater

Valves

Prop Ground

Prop Ground

Prop Ground

Prop Ground

D

W

F

W

D

W

G a s

S

S

G a s

10+00 11+00 12+00

SANITARY PROFILE - Phase 1 & 2

13+00

T o p

E x

I n v

N

E x

I n v t h r u

I n v

S S

T o p

I n v

N

I n v

H

S S

O

T o p

I n v

T o p

I n v

S

S

I n v

L

D

39' 8" PVC @ 3%

150' 6" PVC @ 1%

122' 4" PVC @ 2%

PHASE 2PHASE 1

2- 4" Laterals, Inv≈80.1

Prop Ground

10+00 11+00 12+00

SANITARY PROFILE - Phase 3 relocation

13+00 13+39

T o p

I n v

C a p

I n v

E

T o p

I n v

T o p

I n v

T o p

I n v

169' 8" PVC @ 0.5%

Ex 8" WL, approx. depth

83' 8" PVC @ 0.5%

83' 8" PVC @ 0.5%

Prop Ground

10+00

STORM PROFILE - Phase 3, south of Isolation Bed

16' 6" PVC

@ 0%

P

J B

T o p

I n v

S

I n v

N

I n v

E

W

10+00

Stub

S t u b

I n v

13' 6" PVC

@ 0%

P

S

D J B

S w a l e d s c h a r g e

Stub

Backwater

Valves

10+00

Stub

S t u b

I n v

P

S

D J B

13' 8"

Perf. PVC

@ 0%

13' 8"

Perf. PVC

@ 0%

10+00 11+00 11+90

SANITARY PROFILE - Phase 3

T o p

I n v

G

H W

L A

T E

R A

L

G

H C

I N

V

190' 6" PVC @ 1%

T o p

I n v

N

I n v

E

I n v

W

2- Gas lines, approx. depth

6" SS, approx. depth

I n v

S

G

H

E

Prop Ground

Plotted By: GARY Plot Date: 3/11/2019 2:56:20 AM Saved By: GARY File: C8.2 profiles Save Date: 03/11/2019 02:45 AM

PROFILES

C8.2

NEW SHEET

AutoCAD SHX Text

SAFETY & HEALTH

AutoCAD SHX Text

REAL PROPERTY

AutoCAD SHX Text

DESIGNER

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

PROJECT MANAGER

AutoCAD SHX Text

PPM

AutoCAD SHX Text

EPM

AutoCAD SHX Text

SETTY

AutoCAD SHX Text

DATE

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text

USDA

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text Service

AutoCAD SHX Text Research

AutoCAD SHX Text Agricultural

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DWG. NO

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

SOLICITATION NO.

AutoCAD SHX Text

AGRICULTURAL RESEARCH

AutoCAD SHX Text

TECHNOLOGY CENTER

AutoCAD SHX Text

PP

AutoCAD SHX Text

TECHNOLOGY CENTER

AutoCAD SHX Text 11/03/2017

AutoCAD SHX Text

BID SET

AutoCAD SHX Text

ORIGINAL DRAWING SIZE IS 36" X 48", SCALE ENTITIES ACCORDINGLY IF REDUCED.

AutoCAD SHX Text

TR, GW

AutoCAD SHX Text

CE, NF

AutoCAD SHX Text

TR

AutoCAD SHX Text

JEFF GILMORE

AutoCAD SHX Text

JIM MCCREIGHT

AutoCAD SHX Text

PETE JOVANOVICH

AutoCAD SHX Text

LINDA WURZBERGER

AutoCAD SHX Text 3/11/2019

AutoCAD SHX Text 9/28/2018

AutoCAD SHX Text

CONSTRUCTION PHASING/ALTERNATES REVISIONS

AutoCAD SHX Text

AutoCAD SHX Text 3/11/2019

AutoCAD SHX Text

ADDENDUM NO 1

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 40'

AutoCAD SHX Text 80'

AutoCAD SHX Text

SCALE: 1"=40'-0"

AutoCAD SHX Text

GREENHOUSE 1B

C03

A1 B1

GREENHOUSE 1A

C02

HEADHOUSE 1

C01

GREENHOUSE 2B

D03

C1 D1

GREENHOUSE 2A

D02

HEADHOUSE 2

D01

E1 F1

INSECT HOUSE

E01

A2 B2 C2

D2 E2 F2

A3 B3 C3

D3 E3 F3

GREENHOUSE 1B

C03

GREENHOUSE 1A

C02

HEADHOUSE 1

C01

GREENHOUSE 2B

D03

HEADHOUSE 2

D01

INSECT HOUSE

E01

1 1

EF-1

EF-1

EF-1

EF-1

EF-1

EF-1

EF-1

EF-1

EF-1

EF-1

EF-1

EF-1

EF-1

EF-1

EF-1

EF-2

EF-2

EF-2

EF-1

EF-1

HAF-1 HAF-1

HAF-1

HAF-1

HAF-1

UH-1

UH-1

UH-3

UH-3 UH-1

UH-2

UH-2

UH-1

UH-1

HAF-1 HAF-1

HAF-1

HAF-1

HAF-1

HAF-1

HAF-1

HAF-1

HAF-1

HAF-1

HAF-1

EF-1

UH-1

UH-1

6 6

6 6

EF-1

Plotted By: BRUCE MCINTOSH Plot Date: 3/11/2019 1:25:05 PM Saved By: BRUCE.MCINTOSH File: B:\SAG\2016\SAG16056.01\23-SAG16056.01_M\ADDENDUM 1\16056.01_M101.dwg Save Date: 03/11/2019 01:23 PM Original drawing size is 36"x48"; Scale entities accordingly if reduced/enlarged.

MECHANICAL

FLOOR PLAN

MGH-101

SCALE:

MECHANICAL FLOOR PLAN

3/16" = 1'-0"_XREF

KEYNOTES:

WALL EXHAUST FAN BY GREENHOUSE MANUFACTURER; ELEC BY DIV. 26. SEE DETAIL 2 ON SHEET

GM-130 FOR ADDITIONAL INFORMATION.

EVAPORATIVE COOLING SYSTEM, 4'H X 4"D X LENGTH OF WALL, BY GREENHOUSE MANUFACTURER;

ELEC BY DIV. 26 (TYP). SEE DETAILS 1 & 2 ON SHEET MGH-601 FOR ADDITIONAL INFORMATION.

EVAPORATIVE COOLING SYSTEM TANK, BY GREENHOUSE MANUFACTURER.

HORIZONTAL AIRFLOW FAN, BY GREENHOUSE MANUFACTURER; POWER BY DIV. 26. SEE DETAIL 3 ON

SHEET GM-130 FOR ADDITIONAL INFORMATION.

POWER VENTED GAS-FIRED UNIT HEATER WITH VENT TO THE EXTERIOR, BY GREENHOUSE

MANUFACTURER; ELEC BY DIV. 26. PROVIDE FLUE PER MANUFACTURER'S RECOMMENDATIONS. SEE

DETAILS 2 & 3 ON SHEET GM-210 FOR ADDITIONAL INFORMATION.

PROVIDE ONE GROWMASTER PROCOM II CONTROL PANEL BY MICRO GROW PER ROOM.

ASPIRATED TEMPERATURE SENSOR. SENSORS SHALL BE CENTRALLY LOCATED WITHIN THE SPACE

AND CONNECTED TO RELATIVE PROCOM II CONTROL PANEL (TYP).

EVAPORATIVE COOLING SYSTEM

NOT TO SCALEMGH-101

MGH-601

PVC ELBOW 1 1/2"

PVC PIPE 1 1/2"

PVC UNION 11/2"

PVC NIPPLE 11/2"

PVC BALL VALVE 11/2"

PVC TEE 11/2 " X 11/2 " x 3/4"

HOSE BIBB 3/4"

PUMP

FLOAT VALVE

OPERATING WATER

LEVEL, APPROX 1/2" FULL

SCREEN OVER RETURN

(LEADER PIPE BY OTHERS)

4" THICK TREATED

CELLULOSE PAPER MEDIA

WATER DISTRIBUTION PIPE

ALUMINUM OR STAINLESS STEEL

WATER RETURN SYSTEM

EVAP COOL SYS - PLUMB CONNECTIONS

NOT TO SCALEMGH-101

MGH-601

Plotted By: BRUCE MCINTOSH Plot Date: 3/11/2019 1:25:06 PM Saved By: BRUCE.MCINTOSH File: B:\SAG\2016\SAG16056.01\23-SAG16056.01_M\ADDENDUM 1\16056.01_M601.dwg Save Date: 03/11/2019 01:24 PM Original drawing size is 36"x48"; Scale entities accordingly if reduced/enlarged.

MECHANICAL

SCHEDULES &

DETAILS

MGH-601

A1 B1

GREENHOUSE 1A

C02

HEADHOUSE 1

C01

GREENHOUSE 2B

D03

C1 D1

GREENHOUSE 2A

D02

HEADHOUSE 2

D01

E1 F1

INSECT HOUSE

E01

A2 B2 C2

D2 E2 F2

A3 B3 C3

D3 E3 F3

GREENHOUSE 1B

C03

GREENHOUSE 1A

C02

HEADHOUSE 1

C01

GREENHOUSE 2B

D03

HEADHOUSE 2

D01

INSECT HOUSE

E01

SEE CIVIL FOR

CONTINUATION

4" SAN

UP TO SI-1

2"

3" FD-3

3" FD-3

3" FD-3

3" FD-3

3" FD-3

2" UP 2" V

2" UP 2" V

2" UP 2" V

2" UP 2" V

2" UP 2" V

4" SAN

3" SAN

3" SAN

3" SAN

3" SAN

TP

TP

TP

TP

TP

TP

TP

1/2" CWW

1/2" CWW

1/2" CWW

1/2" CWW

1/2" CWW

1/2" CWW

UP TO TP-2

UP TO TP-1

2" UP

2" V

SEE CIVIL FOR

CONTINUATION

4" SAN

SEE CIVIL FOR

CONTINUATION

4" SAN

3" FD-3

3" FD-3

2" V

2" V

2" V

2" V

2" UP 2" V

3" SAN

3" SAN

3" SAN

3" SAN

TP

TP

1/2" CWW

1/2" CWW

1/2" CWW

UP TO TP-2

UP TO TP-1

2" V

TP

UP AT 3"

FD-3

1/2" CWW

3" SAN

3" SAN

UP AT CO

UP AT COUP AT CO

TP

TP

TP

TP

1/2" CWW

TP

1/2" CWW

UP TO TP-1

1% 1%

1% 1%

1% 1%

1% 1% 1%

1% 1%

1% 1%

1%

UP TO SI-1

2"

UP AT 3"

FD-2

TP

UP AT TP-2

TP

TP

UP AT 3"

FD-2

2" V

3" FD-3

3" FD-3

3" FD-3

3" FD-3

TP

UP TO TP-2

3" FD-3

ABOVE

UP TO TP-1

2" UP

2" V

2" UP

UP TO TP-1

TP

1/2" CWW

TP

UP TO TP-2

2" V

2" UP

CS-3 CS-3

2" UP

2" UP

2" UP

2" UP

2" UP

4" SAN

4"

SEE CIVIL FOR

CONTINUATION

(TYP)

4"

4"

4"

4"

4"

4"

4" 4"

4" 4"

4"

4"

4"

4"

4"

4"

4"

4"

4"

DOWNSPOUT (TYP)

UP AT CO

UP AT CO

UP AT YCO

UP AT CO

UP AT CO

UP AT YCO

UP AT YCO

SANITARY PIT 5'-0" x 5'-0" CLEAR

INTERIOR DIMENSIONS

SANITARY PIT 5'-0" x 5'-0" CLEAR

INTERIOR DIMENSIONS

SANITARY PIT 5'-0" x 5'-0" CLEAR

INTERIOR DIMENSIONS

3" SAN

SUMP PUMP SERVING

COOLING PAD SYSTEM

(TYP OF 4)

3" SAN

3" SAN

3" SAN

3" SAN

3" SAN

SUMP PUMP SERVING

COOLING PAD SYSTEM

(TYP OF 3)

3" SAN

3" SAN

SUMP PUMP SERVING

COOLING PAD SYSTEM

Plotted By: HOON SEO Plot Date: 3/11/2019 2:04:51 PM Saved By: HOON.SEO File: \\hq.setty.com\bt\BT_Projects\SAG\2016\SAG16056.01\22-SAG16056.01_P\ADDENDUM 1\16056.01_P100.dwg Save Date: 03/11/2019 01:41 PM Original drawing size is 36"x48"; Scale entities accordingly if reduced/enlarged.

SCALE:

FOUNDATION PLAN - SANITARY & VENT

3/16"=1'-0"

GENERAL NOTES:

1. SEE SHEET GP-100 FOR GENERAL NOTES, SYMBOLS, LEGEND, AND ABBREVIATIONS.

2. SEE SHEET GP-110 FOR DETAILS, GUTTER/DOWNSPOUT, AND VENT PIPE DETAILS.

3. SEE SHEET HP-105 FOR FLOOR DRAIN DETAILS.

4. REFER TO DETAILS SHEET HP-500 FOR ALL THE REST OF DETAILS.

5. REFER TO SCHEDULES SHEET HP-001 FOR ALL FIXTURES/EQUIPMENT

SPECIFICATION.

6. REFER TO SHEET HP-001 FROM ORIGINAL PROJECT SET, REGARDING INFORMATION

ABOUT EQUIPMENT AND PLUMBING FIXTURES SPECIFICATIONS.

FOUNDATION PLAN

- SANITARY & VENT

PGH-100

A1 B1

GREENHOUSE 1A

C02

HEADHOUSE 1

C01

GREENHOUSE 2B

D03

C1 D1

GREENHOUSE 2A

D02

HEADHOUSE 2

D01

E1 F1

INSECT HOUSE

E01

A2 B2 C2

D2 E2 F2

A3 B3 C3

D3 E3 F3

GREENHOUSE 1B

C03

GREENHOUSE 1A

C02

HEADHOUSE 1

C01

GREENHOUSE 2B

D03

HEADHOUSE 2

D01

INSECT HOUSE

E01

G

G

G

G

G G

G G

G G

1/2" CWW

G

G G

G G

G

TP-2

TP-1

TP-2

TP-1

G

C W

W C

W W

C W

W

C W

W C

W W

C W

W C

W W

C W

W C

W W

C W

W C

W

CWW

PROVIDE TMV AND POINT

OF USE WATER HEATER

TO SUPPLY TEPID WATER

IWH-1

UNDER

SINK

2" CWW

1" CW

1" G

3/4" CW CAP FOR

FUTURE USE

CWW

HB-1

HB-1

HB-1

WH-1

WH-1

3/4" CW

2" CWW

1/2" CWW

1 1/2" CWW

1" CWW

3/4" CWW

1/2" CWW

1/2" CWW

1/2" CWW

1/2" CWW

1/2" CWW

G G 1/2" CWW

TP-1

CWW

WH-1

3/4" CWW

1/2" CWW

G

G

G

G

C W

W

C W

W C

W

CWW

PROVIDE TMV AND POINT

OF USE WATER HEATER

TO SUPPLY TEPID WATER

IWH-1

UNDER

SINK

2" CWW

1" CW

1" G

3/4" CW CAP FOR

FUTURE USE

WH-1

3/4" CW

2" CWW

1/2" CWW

1/2" CWW

1/2" CWW

G

G

C W

W C

W

CWW

PROVIDE TMV AND POINT OF USE

WATER HEATER TO SUPPLY TEPID

WATER

1" CWW

3/4" CW

3/4" G

3/4" CW CAP FOR

FUTURE USE

WH-1

3/4" CW

3/4" CWW

1/2" CWW

1/2" CWW

3/4" CWW

TP-2

3/4" CWW

TP-2

1/2" CWW

TP-2

1/2" CWW

EEW-1EEW-1

EEW-1

CS-3

WH-1

CS-3

1/2" CWW

1 1/2" CWW

2" CWW 2" CWW

G

G

G G

UH-1

175 CFH

UH-1

175 CFH

UH-1

175 CFH

UH-1

175 CFH

UH-1

175 CFH

UH-1

175 CFH

UH-1

175 CFH

UH-2

200 CFH

UH-2

200 CFH

UH-3

250 CFH

UH-3

250 CFH

CWW

3/4" CWW

CWW

3/4" CWW

CWW

3/4" CWW

CWW

3/4" CWW

CWW

3/4" CWW

CWW

3/4" CWW

CWW

3/4" CWW

3/4" CWW INLET

SERVING COOLING PAD

SYSTEM (TYP OF 4)

3/4" CWW INLET

SERVING COOLING PAD

SYSTEM (TYP OF 3)

3/4" CWW INLET

SERVING COOLING PAD

CWW

3/4" CWW

G

Plotted By: HOON SEO Plot Date: 3/11/2019 2:04:50 PM Saved By: HOON.SEO File: \\hq.setty.com\bt\BT_Projects\SAG\2016\SAG16056.01\22-SAG16056.01_P\ADDENDUM 1\16056.01_P101.dwg Save Date: 03/11/2019 12:18 PM Original drawing size is 36"x48"; Scale entities accordingly if reduced/enlarged.

SCALE:

PLUMBING FLOOR PLAN - WATER & GAS

3/16"=1'-0"

PLUMBING FLOOR

PLAN - WATER &

GAS

PGH-101

GENERAL NOTES:

1. SEE SHEET GP-100 FOR GENERAL NOTES, SYMBOLS, LEGEND, AND ABBREVIATIONS.

2. SEE SHEET GP-110 FOR DETAILS, GUTTER/DOWNSPOUT, AND VENT PIPE DETAILS.

3. SEE SHEET HP-105 FOR FLOOR DRAIN DETAILS.

4. REFER TO DETAILS SHEET HP-500 FOR ALL THE REST OF DETAILS.

5. REFER TO SCHEDULES SHEET HP-001 FOR ALL FIXTURES/EQUIPMENT

SPECIFICATION.

6. REFER TO SHEET HP-001 FROM ORIGINAL PROJECT SET, REGARDING INFORMATION

ABOUT EQUIPMENT AND PLUMBING FIXTURES SPECIFICATIONS.

A1 B1

GREENHOUSE 1A

C02

HEADHOUSE 1

C01

GREENHOUSE 2B

D03

C1 D1

GREENHOUSE 2A

D02

HEADHOUSE 2

D01

E1 F1

INSECT HOUSE

E01

A2 B2 C2

D2 E2 F2

A3 B3 C3

D3 E3 F3

GREENHOUSE 1B

C03

GREENHOUSE 1A

C02

HEADHOUSE 1

C01

GREENHOUSE 2B

D03

HEADHOUSE 2

D01

INSECT HOUSE

E01

V

V

V

V

3" V

3" V

V

SI-1 UNDER SINK

2" V

2" SAN

SI-1 UNDER SINK

2" SAN

V

V

V

V

V

V

EEW-1

2" V

CS-3 CS-3

EEW-1

EEW-1

2" V DN

3" V

3" V UP (TYP.)

2" V DN

2" V DN

2" V DN

2" V DN

V

2" V DN

2" V DN

2" V DN

2" V DN

2" V DN

2" V DN

2" V DN

3" V UP (TYP.)

3" V UP

2" V DN

2" V

2" V DN

2" V DN

2" V DN

VENT PIPE

GRID

Plotted By: HOON SEO Plot Date: 3/11/2019 2:04:49 PM Saved By: HOON.SEO File: \\hq.setty.com\bt\BT_Projects\SAG\2016\SAG16056.01\22-SAG16056.01_P\ADDENDUM 1\16056.01_P102.dwg Save Date: 03/11/2019 02:02 PM Original drawing size is 36"x48"; Scale entities accordingly if reduced/enlarged.

SCALE:

PLUMBING FLOOR PLAN - SANITARY & VENT

3/16"=1'-0"

GENERAL NOTES:

1. SEE SHEET GP-100 FOR GENERAL NOTES, SYMBOLS, LEGEND, AND ABBREVIATIONS.

2. SEE SHEET GP-110 FOR DETAILS, GUTTER/DOWNSPOUT, AND VENT PIPE DETAILS.

3. SEE SHEET HP-105 FOR FLOOR DRAIN DETAILS.

4. REFER TO DETAILS SHEET HP-500 FOR ALL THE REST OF DETAILS.

5. REFER TO SCHEDULES SHEET HP-001 FOR ALL FIXTURES/EQUIPMENT

SPECIFICATION.

6. REFER TO SHEET HP-001 FROM ORIGINAL PROJECT SET, REGARDING INFORMATION

ABOUT EQUIPMENT AND PLUMBING FIXTURES SPECIFICATIONS.

PLUMBING FLOOR

PLAN - SANITARY

& VENT

PGH-102

A1 B1

GREENHOUSE 1A

C02

HEADHOUSE 1

C01

GREENHOUSE 2B

D03

C1 D1

GREENHOUSE 2A

D02

HEADHOUSE 2

D01

E1 F1

INSECT HOUSE

E01

A2 B2 C2

D2 E2 F2

A3 B3 C3

D3 E3 F3

TERMINATE 3" V

1'-0" ABOVE ROOF (TYP.)

TERMINATE 3" V

1'-0" ABOVE ROOF (TYP.)

TERMINATE 3" V

1'-0" ABOVE ROOF (TYP.)

V

V

V

V

V

V

V

V

V

V

V

V

Plotted By: HOON SEO Plot Date: 3/11/2019 2:04:48 PM Saved By: HOON.SEO File: \\hq.setty.com\bt\BT_Projects\SAG\2016\SAG16056.01\22-SAG16056.01_P\ADDENDUM 1\16056.01_P103.dwg Save Date: 03/11/2019 01:53 PM Original drawing size is 36"x48"; Scale entities accordingly if reduced/enlarged.

SCALE:

PLUMBING ROOF PLAN - STORM & VENT

3/16"=1'-0"

GENERAL NOTES:

1. SEE SHEET GP-100 FOR GENERAL NOTES, SYMBOLS, LEGEND, AND ABBREVIATIONS.

2. SEE SHEET GP-110 FOR DETAILS, GUTTER/DOWNSPOUT, AND VENT PIPE DETAILS.

3. SEE SHEET HP-105 FOR FLOOR DRAIN DETAILS.

4. REFER TO DETAILS SHEET HP-500 FOR ALL THE REST OF DETAILS.

5. REFER TO SCHEDULES SHEET HP-001 FOR ALL FIXTURES/EQUIPMENT

SPECIFICATION.

6. REFER TO SHEET HP-001 FROM ORIGINAL PROJECT SET, REGARDING INFORMATION

ABOUT EQUIPMENT AND PLUMBING FIXTURES SPECIFICATIONS.

PLUMBING

ROOF PLAN -

STORM & VENT

PGH-103

Plotted By: DEEPAK AT Plot Date: 3/11/2019 1:54:48 PM Saved By: DEEPAK.AT File: B:\SAG\2016\SAG16056.01\26-SAG16056.01_E\ADDENDUM 1\16056.01_EGH-S01.dwg Save Date: 03/11/2019 01:52 PM Original drawing size is 36"x48"; Scale entities accordingly if reduced/enlarged.

SCALE:

ELECTRICAL SITE PLAN - POWER

1/16" = 1'-0"

EGH-S01

SCALE:

4" - 4 WAY (2Vx2H) DUCT BANK B-B

NOT TO SCALE

EGH-S01SCALE:

4" - 2 WAY (1Vx2H) DUCT BANK A-A

NOT TO SCALE

EGH-S01

SCALE:

HANDHOLE DETAIL

NOT TO SCALE

EGH-S01

A1 B1

GREENHOUSE 1A

C02

HEADHOUSE 1

C01

GREENHOUSE 2B

D03

C1 D1

GREENHOUSE 2A

D02

HEADHOUSE 2

D01

E1 F1

INSECT HOUSE

E01

A2 B2 C2

D2 E2 F2

A3 B3 C3

D3 E3 F3

Plotted By: DEEPAK AT Plot Date: 3/11/2019 1:54:53 PM Saved By: DEEPAK.AT File: B:\SAG\2016\SAG16056.01\26-SAG16056.01_E\ADDENDUM 1\16056.01_EGH-300.dwg Save Date: 03/11/2019 01:52 PM Original drawing size is 36"x48"; Scale entities accordingly if reduced/enlarged.

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LIGHTING PLAN

3/16" = 1'-0"

LIGHTING PLAN EGH-300

A1 B1

GREENHOUSE 1A

C02

HEADHOUSE 1

C01

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D03

C1 D1

GREENHOUSE 2A

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HEADHOUSE 2

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E1 F1

INSECT HOUSE

E01

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D2 E2 F2

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D3 E3 F3

GREENHOUSE 1B

C03

GREENHOUSE 1A

C02

HEADHOUSE 1

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GREENHOUSE 2B

D03

HEADHOUSE 2

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INSECT HOUSE

E01

Plotted By: DEEPAK AT Plot Date: 3/11/2019 1:54:56 PM Saved By: DEEPAK.AT File: B:\SAG\2016\SAG16056.01\26-SAG16056.01_E\ADDENDUM 1\16056.01_EGH-400.dwg Save Date: 03/11/2019 01:53 PM Original drawing size is 36"x48"; Scale entities accordingly if reduced/enlarged.

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DATA & POWER PLAN

3/16"=1'-0"

DATA &

POWER PLAN

EGH-400

Plotted By: DEEPAK AT Plot Date: 3/11/2019 1:54:58 PM Saved By: DEEPAK.AT File: B:\SAG\2016\SAG16056.01\26-SAG16056.01_E\ADDENDUM 1\16056.01_EGH-601.dwg Save Date: 03/11/2019 01:54 PM Original drawing size is 36"x48"; Scale entities accordingly if reduced/enlarged.

ELECTRICAL

POWER RISER

AND SCHEDULES

EGH-601

PANEL "HL"

1A

1B

Plotted By: DEEPAK AT Plot Date: 3/11/2019 1:55:02 PM Saved By: DEEPAK.AT File: B:\SAG\2016\SAG16056.01\26-SAG16056.01_E\ADDENDUM 1\16056.01_EGH-801.dwg Save Date: 03/11/2019 01:54 PM Original drawing size is 36"x48"; Scale entities accordingly if reduced/enlarged.

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SERVICE GROUNDING SYSTEM DETAIL

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NAME PLATE DETAIL

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TRANSFORMER PAD DETAIL

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EQUIPMENT MOUNTING DETAIL

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BUILDING GROUNDING SYSTEM DETAIL

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REMOTE BUILDING GROUNDING SYSTEM DETAIL

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SYMBOLS, ABBREVIATIONS,

LEGEND, AND INDEX OF

DRAWINGS VOL. 1

G001

Plotted By: BRUCE MCINTOSH Plot Date: 3/8/2019 5:17:27 PM Saved By: BRUCE.MCINTOSH File: B:\SAG\2016\SAG16056.01\10-SAG16056.01_ASC\Architectural-Interior-Structural\18759A002-2.dwg Save Date: 03/07/2019 01:49 PM

KEY NOTE

CONCRETE CURB

AUTOMATIC CANTILEVER SLIDING GATE

NEW FENCE TO MATCH EXISTING

MANUAL SWING GATE

PHASE ONE SITE PLAN

A002-2

Plotted By: BRUCE MCINTOSH Plot Date: 3/8/2019 5:17:31 PM Saved By: BRUCE.MCINTOSH File: B:\SAG\2016\SAG16056.01\10-SAG16056.01_ASC\Architectural-Interior-Structural\18759A002-3.dwg Save Date: 03/07/2019 01:48 PM

PHASE TWO SITE PLAN

A002-3

U.S. DEPARTMENT OF AGRICULTURE

AGRICULTURAL RESEARCH SERVICE

FACILITIES DIVISION, BELTSVILLE, MARYLAND

GENERAL NOTES

C1.0

Plotted By: GARY Plot Date: 3/11/2019 1:24:25 AM Saved By: GARY File: C1-0 COVER Save Date: 03/08/2019 01:39 PM

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UNDERGROUND SERVICE ALERT

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BEFORE YOU DIG

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CALL TWO WORKING DAYS

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NEVADA AND HAWAII

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IN CALIFORNIA,

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CENTERLINE

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BOUNDARY LINE

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SPOT ELEVATION

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GAS LINE

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EASEMENT LINE - AS NOTED

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RIGHT OF WAY LINE

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FENCE LINE

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DIRECTION OF FLOW

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LIMITS OF BUILDING

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PG&E ELECTRIC MANHOLE

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CONCRETE

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CONC

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AREA DRAIN

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AD

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WATER VALVE

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WV

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WATER METER

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BLDG

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BUILDING

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CLF

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CHAIN LINK FENCE

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PAVEMENT

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CWD

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COTTONWOOD TREE

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BW

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ASPHALT CONCRETE

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SANITARY SEWER MANHOLE

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STORM DRAIN CATCH BASIN

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GRAVEL

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CURB INLET

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STANDARD

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TOP OF GRATE

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BUILDING CORNER

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STORM DRAIN MANHOLE

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SANITARY SEWER CLEAN OUT

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BACK OF WALK

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MONUMENT

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TELEPHONE PULL BOX

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STREET LIGHT

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STREET LIGHT PULL BOX

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ELECTRIC PULL BOX

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WATER METER BOX

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SANITARY SEWER CLEANOUT

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FIRE HYDRANT

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GAS VALVE

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WATER VALVE

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WATER MAIN

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%%UABBREVIATIONS:

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CI

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BLDC

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STD

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GV

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TG

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OVERHEAD POWER LINE

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OH

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FND

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FOUND

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MONUMENT

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MON

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FLOW LINE

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SLOPE

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SANITARY SEWER

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SS

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OR

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PROPERTY LINE

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BLDG COR

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CENTER LINE

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NOT TO SCALE

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AGGREGATE BASE

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AB

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%%UUNAUTHORIZED CHANGES AND USES

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WRITING AND MUST BE APPROVED BY THE PREPARER OF THE PLANS.

AutoCAD SHX Text UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN

AutoCAD SHX Text CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, AutoCAD SHX Text

ELEVATION

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ELEV

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LANDSCAPE

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LS

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MAX

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MAXIMUM

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MINIMUM

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MIN

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STORM DRAIN

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SD

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SIDEWALK

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TB

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TOP OF BANK

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EX, EXIST.

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EXISTING

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SD

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SS

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END OF RETURN

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ER

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GRADE BREAK

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GB

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HIGH POINT

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HP

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LOW POINT

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LP

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TOP OF CURB

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TC

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%%ULEGEND:

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EXISTING

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PROPOSED

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JT

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JOINT TRENCH

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PROPERTY LINE

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SD

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SANITARY SEWER MANHOLE

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FW

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FIRE WATER

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FW

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DW

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DOMESTIC WATER

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DW

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DRIVEWAY

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LANDSCAPE EASEMENT

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LSE

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TC 350.00

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LP

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NOT IN CONTRACT

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AIR RELIEF VALVE

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ARV

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BO

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BLOW OFF VALVE

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BOTTOM OF BANK

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BB

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PUBLIC SERVICE EASEMENT

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PSE

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TYP.

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TYPICAL

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UNLESS OTHERWISE NOTED

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JT

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UNDERGROUND UTILITY JOINT TRENCH

AutoCAD SHX Text THE TYPES, LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES ARE BASED ON AS-BUILT INFORMATION AS SHOWN ARE APPROXIMATE. THE CONTRACTOR IS REQUIRED TO ACCURATELY LOCATE THE EXISTING UTILITIES PRIOR TO DIGGING AND HIRE A LOCATOR CONTRACTOR TO ELECTRONICALLY LOCATE AND MARK THE EXISTING UTILITIES. A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL KNOWN UNDERGROUND UTILITIES. HOWEVER, THE ENGINEER CAN ASSUME NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF ITS DELINEATION OF SUCH UNDERGROUND UTILITIES WHICH MAY BE ENCOUNTERED, BUT WHICH ARE NOT SHOWN ON THIS SURVEY.

AutoCAD SHX Text %%uUNDERGROUND UTILITY NOTE

AutoCAD SHX Text be limited to normal working hours and construction contractor further agrees to defend, AutoCAD SHX Text indemnify and hold design professional harmless from any and all liability, real or alleged in

AutoCAD SHX Text connection with the performance of work on this project, excepting liability arising from sole

AutoCAD SHX Text negligence of design professional.

AutoCAD SHX Text Construction contractor agrees that in accordance with generally accepted construction

AutoCAD SHX Text practices, construction contractor will be required to assume sole and complete responsibility

AutoCAD SHX Text for job site conditions during the course of construction of the project, including safety of

AutoCAD SHX Text all persons and property; that this requirement shall be made to apply continuously and not

AutoCAD SHX Text %%uBOUNDARY AND TOPOGRAPHY NOTE

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AutoCAD SHX Text %%uBENCHMARK

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LAB DRAINAGE

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LD

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FIRE DEPARTMENT CONNECTION

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POST INDICATOR VALVE

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WM

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SAWCUT LINE

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LAB DRAINAGE MAIN

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LD

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STORM DRAIN JUNCTION BOX

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WM

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AutoCAD SHX Text BOUNDARY AND TOPOGRAPHIC SURVEY PERFORMED BY SANDIS CIVIL ENGINEERS SURVEYORS PLANNERS, 605 CASTRO STREET, MOUNTAIN VIEW, CALIFORNIA, DATED OCTOBER, 2005. UNDER THE SUPERVISION OF LAURA CABRAL, PLS 7756

AutoCAD SHX Text THE BASIS OF ELEVATIONS FOR THIS SURVEY IS CITY OF SALINAS BENCHMARK LOCATED AT THE TOP OF CURB NEAR THE CATCH BASIN AT THE NORTH WEST CORNER OF THE INTERSECTION OF ALISAL STREET AND TAMPA STREET. (ELEVATION 81.27 FT=24.771 METERS) THE PLANS HAVE BEEN CONVERTED TO IMPERIAL FROM METRIC UNITS IN THIS LAST EDITION. CONTRACTOR SHALL HEED REVISION OMISSIONS AND NOTIFY ENGINEER.

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OH

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VERTICAL CURB

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FLUSH CURB

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SDCO

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STORM DRAIN CLEANOUT

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STORM DRAIN MANHOLE

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FIRE HYDRANT PAVEMENT MARKER

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DOUBLE DETECTOR CHECK VALVE

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BACK FLOW PREVENTOR

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BFP

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LANDSCAPE AREA DRAIN

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LSAD

AutoCAD SHX Text %%U1636 East Alisal St, Salinas, CA 93905

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VICINITY MAP

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PROJECT INFORMATION

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ABBREVIATIONS, SYMBOLS & MATERIAL INDICATIONS

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INDEX OF DRAWINGS

AutoCAD SHX Text GENERAL NOTES 1. ALL EXISTING ELEVATIONS SHALL BE FIELD VERIFIED BY CONTRACTOR UNLESS OTHERWISE NOTED. ALL EXISTING ELEVATIONS SHALL BE FIELD VERIFIED BY CONTRACTOR UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL NOT DESTROY EXISTING PERMANENT SURVEY MONUMENTS. CONTRACTOR SHALL NOT DESTROY EXISTING PERMANENT SURVEY MONUMENTS. 3. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE CITY OF SALINAS STANDARD DETAILS FOR CONSTRUCTION WHICH ARE HEREBY MADE A ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE CITY OF SALINAS STANDARD DETAILS FOR CONSTRUCTION WHICH ARE HEREBY MADE A PART OF THESE PLANS. DEVIATIONS FROM THE STANDARD DETAILS MUST BE APPROVED BY THE CITY ENGINEER. 4. THE CONTRACTOR SHALL ARRANGE FOR A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO COMMENCING ANY CONSTRUCTION. AN THE CONTRACTOR SHALL ARRANGE FOR A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO COMMENCING ANY CONSTRUCTION. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT UPON COMPLETION OF SAID MEETING AND PRIOR TO CONSTRUCTION OF ANY IMPROVEMENTS WITHIN AN EXISTING OR OFFERED FOR DEDICATION RIGHT-OF-WAY, PUBLIC UTILITY EASEMENT OR PUBLIC SERVICE EASEMENT. 5. A GRADING PERMIT SHALL BE OBTAINED FROM THE CITY OF SALINAS BUILDING DIVISION PRIOR TO ANY GRADING OF BUILDING PADS. APPLICANT FOR A GRADING PERMIT SHALL BE OBTAINED FROM THE CITY OF SALINAS BUILDING DIVISION PRIOR TO ANY GRADING OF BUILDING PADS. APPLICANT FOR THE GRADING PERMIT SHALL PROVIDE A PLAN REVIEW LETTER FROM THE SOILS ENGINEER. A GRADING PERMIT DOES NOT GIVE CONTRACTOR PERMISSION TO COMMENCE OFF-SITE (STREET) GRADING. ONLY UPON CITY APPROVAL OF THE IMPROVEMENT PLANS AND COMPLETION OF A PRE-CONSTRUCTION MEETING, SHALL CONTRACTOR COMMENCE OFF-SITE GRADING. 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO COMMENCEMENT OF ANY WORK PHASE. AT THAT TIME, AN CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO COMMENCEMENT OF ANY WORK PHASE. AT THAT TIME, AN "INSPECTION REQUEST FORM" SHALL BE COMPLETED TO ENSURE PROPER SCHEDULING OF AN INSPECTION WITH THE CITY ENGINEER'S REPRESENTATIVE. 7. CONTRACTOR SHALL PRESERVE ALL SURROUNDING PROPERTY BY CONFINING OPERATIONS TO WITHIN THE "LIMITS OF WORK." CONTRACTOR SHALL BE CONTRACTOR SHALL PRESERVE ALL SURROUNDING PROPERTY BY CONFINING OPERATIONS TO WITHIN THE "LIMITS OF WORK." CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ACCESS FOR ALL ADJOINING RESIDENTS, PLACES OF BUSINESS, AND PROPERTIES AT ALL TIMES AND IN A SAFE MANNER. CONTRACTOR SHALL MAKE PROPER NOTIFICATION AT LEAST 24 HOURS IN ADVANCE OF ANY INTERRUPTION IN ACCESS OR SERVICE TO THE ABOVE PROPERTY OWNERS AS WELL AS TO THE CITY ENGINEER'S REPRESENTATIVE. 8. CONTRACTOR SHALL ONLY USE EQUIPMENT PROVIDED WITH A SPARK ARRESTOR DEVICE TO REDUCE A POTENTIAL FIRE HAZARD. CONTRACTOR SHALL ONLY USE EQUIPMENT PROVIDED WITH A SPARK ARRESTOR DEVICE TO REDUCE A POTENTIAL FIRE HAZARD. 9. OFF-SITE WATER & DUST CONTROL: CONTRACTOR SHALL PROVIDE A WATER TRUCK ONSITE AT ALL TIMES. CONTRACTOR WILL BE ALLOWED TO DRAW OFF-SITE WATER & DUST CONTROL: CONTRACTOR SHALL PROVIDE A WATER TRUCK ONSITE AT ALL TIMES. CONTRACTOR WILL BE ALLOWED TO DRAW CONTRACTOR SHALL PROVIDE A WATER TRUCK ONSITE AT ALL TIMES. CONTRACTOR WILL BE ALLOWED TO DRAW WATER FROM THE CITY OF SALINAS WATER DISTRIBUTION SYSTEM ONLY AFTER OBTAINING A HYDRANT METER FROM THE PUBLIC WORKS DEPARTMENT AND AN INSPECTION OF THE WATER TRUCK FOR A PROPER BACKFLOW DEVICE OR "AIR-GAP" FILLING PIPE. CONTRACTOR HAS PAID FOR "OFF-SITE" CONSTRUCTION WATER WHICH SHALL NOT BE USED FOR BUILDING CONSTRUCTION. CONTRACTOR SHALL KEEP DOWN DUST FROM CONSTRUCTION ACTIVITY TO THE MAXIMUM EXTENT POSSIBLE. CONTRACTOR SHALL CLEAN ALL EXISTING STREETS, CURBS, GUTTERS, AND SIDEWALKS AFFECTED BY THE PROJECT AT THE END OF EACH WORKING DAY. 10. MATERIAL STORAGE: NO MATERIAL SHALL BE STORED NEAR THE EDGE OF THE PAVEMENT, TRAVELED WAY, SIDEWALK, DRIVEWAY, OR SHOULDER LINE MATERIAL STORAGE: NO MATERIAL SHALL BE STORED NEAR THE EDGE OF THE PAVEMENT, TRAVELED WAY, SIDEWALK, DRIVEWAY, OR SHOULDER LINE NO MATERIAL SHALL BE STORED NEAR THE EDGE OF THE PAVEMENT, TRAVELED WAY, SIDEWALK, DRIVEWAY, OR SHOULDER LINE WHICH MAY CREATE A HAZARD FOR VEHICULAR AND PEDESTRIAN TRAFFIC. 11. TRAFFIC CONTROL: CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR APPROVAL TO THE PUBLIC WORKS DEPARTMENT A MINIMUM OF 5 TRAFFIC CONTROL: CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR APPROVAL TO THE PUBLIC WORKS DEPARTMENT A MINIMUM OF 5 DAYS PRIOR TO ANY WORK WITHIN AN EXISTING PUBLIC STREET. THE PLAN SHALL BE SIGNED BY A LICENSED TRAFFIC ENGINEER WHEN IT INVOLVES AN ARTERIAL STREET. CONTRACTOR SHALL PROVIDE ALL NECESSARY TRAFFIC CONTROL IN ACCORDANCE WITH THE LATEST EDITION OF CALTRANS "MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN PERFORMANCE OF WORK UPON HIGHWAYS", WHILE WORKING WITHIN THE PUBLIC RIGHT-OF-WAY. TWO TRAFFIC LANES (3M, 10' MIN.) SHALL BE OPEN TO VEHICULAR TRAFFIC DURING ALL HOURS, WEEKENDS, AND HOLIDAYS. ONE LANE, ONE WAY TRAFFIC, MAY BE PERMITTED UNDER THE CONTROL OF NOT LESS THAN 2 (TWO) COMPETENT FLAG MEN DURING CONSTRUCTION OPERATIONS. STREET CLOSURES AND DETOURS SHALL ONLY TAKE PLACE UPON CITY ENGINEER APPROVAL AND POLICE DEPARTMENT COORDINATION. 12. TRENCH EXCAVATION: CONTRACTOR SHALL EXERCISE DILIGENCE IN REVIEWING THE APPROVED SOILS REPORT AND OTHER AVAILABLE RESOURCES TO TRENCH EXCAVATION: CONTRACTOR SHALL EXERCISE DILIGENCE IN REVIEWING THE APPROVED SOILS REPORT AND OTHER AVAILABLE RESOURCES TO CONTRACTOR SHALL EXERCISE DILIGENCE IN REVIEWING THE APPROVED SOILS REPORT AND OTHER AVAILABLE RESOURCES TO FAMILIARIZE HIMSELF/HERSELF WITH THE SOIL CONDITIONS TO BE ENCOUNTERED IN THE COURSE OF WORK IDENTIFIED IN THESE PLANS. CONTRACTOR SHALL NOT CAUSE DAMAGE TO ADJACENT TREES OR EXISTING STRUCTURES ABOVE OR BELOW GRADE DURING THE TRENCH EXCAVATION. LL ROCKS, BOULDERS, AND LARGE STONES ENCOUNTERED SHALL BE REMOVED TO PROVIDE A CLEARANCE OF 6 INCHES AROUND THE PIPE. THE TRENCH BOTTOM SHALL BE REFILLED TO GRADE WITH SAND, PEA GRAVEL, OR OTHER APPROVED GRANULAR MATERIAL. CLEAN 1/4" OR 1/2" (6mm OR 13mm) PEA GRAVEL SHALL BE USED IN AREAS OF MOIST CONDITION, OR WHERE THE SOIL HAS A HISTORY OF SUB-SURFACE WATER. IF THE BOTTOM OF THE TRENCH IS FOUND TO CONSIST OF WET OR UNSTABLE MATERIAL INCAPABLE OF PROPERLY SUPPORTING THE PIPE, THE MATERIAL SHALL BE REMOVED TO A MINIMUM DEPTH OF 12 INCHES (30cm) BELOW THE UNSTABLE LAYER FOR THE FULL WIDTH OF THE TRENCH AND REPLACED WITH APPROVED GRANULAR MATERIAL. TRENCH EXCAVATION MATERIAL DEPOSITED ADJACENT TO THE TRENCH SHALL BE PLACED AND LOCATED TO PREVENT SPILLAGE INTO THE OPEN TRENCH. 13. TRENCH SAFETY: IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY TRENCH SAFETY MEASURES FOR EXCAVATIONS. ALL TRENCH TRENCH SAFETY: IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY TRENCH SAFETY MEASURES FOR EXCAVATIONS. ALL TRENCH IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY TRENCH SAFETY MEASURES FOR EXCAVATIONS. ALL TRENCH SAFETY MEASURES SHALL BE IN ACCORDANCE WITH THE LATEST CAL-OSHA GUIDELINES. CONTRACTOR SHALL PROVIDE EVIDENCE OF A CAL-OSHA TRENCHING PERMIT AT THE PRECONSTRUCTION MEETING. 14.