TE_51_Storm_Sewer_and_Drainage_Features-05JAN2024.pdf

25 MB Posted

Attached to
BASE OPERATION SUPPORT SERVICES (BASOPS) FOR YUMA PROVING GROUND (YPG)
Solicitation number
W5168W23R0004
Issued by

About this file

Written by GovTribe AI ·

This document summarizes a federal contract solicitation for base operation support services at Yuma Proving Ground in Arizona. The U.S. Army Mission and Installation Contracting Command-Installation Readiness Center is seeking proposals for a firm fixed price contract to provide non-personal base operations services over a five year period, with a 60 day phase-in period starting in May 2024. Services include maintenance, utilities, custodial services, waste management, and other facility support functions. The contract will be awarded using a lowest price technically acceptable evaluation method based on past performance and price. Questions regarding the solicitation are due by September 15th and any amendments will be posted to SAM.gov.

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Attachment J- Yuma Pricing Matrix CLIN Structure-W5168W-23-R-0004-24JAN2024.xlsx XLSX spreadsheet
25JAN2024 YPG QandA-W5168W-23-R-0004.xlsx XLSX spreadsheet
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Attachment Y - CROSS REFERENCE MATRIX-W5168W-23-R-0004.xlsx XLSX spreadsheet
Attachment Z- YUMA Proving Ground Solicitation QA-W5168W-23-R-0004- 05JAN2024-Final.xlsx XLSX spreadsheet
Attachment K - Staffing Matrix-27DEC2023-W5168W-23-R-0004-YPG.xlsx XLSX spreadsheet
YPG Attachment List-05JAN2024.xlsx XLSX spreadsheet
TE_50_Landfill_Permit-05JAN2024.pdf PDF
Attachment E - YUMA Annex F CLS 404 Grounds 05JAN2024.pdf PDF
Attachment F - YUMA Annex G CLS 408 Sand Removal 05JAN2024.pdf PDF
Attachment D - YUMA Annex E CLS 403 Waste Management 05JAN2024.pdf PDF
Attachment_O_Davis_Bacon_Building_29NOV2023.pdf PDF
TE_15_Grounds_Inventory_05JAN2024.xlsx XLSX spreadsheet
YPG Attachment List-05JAN2024.xlsx XLSX spreadsheet
Attachment_N_Davis_Bacon_Heavy_29NOV2023.pdf PDF
Attachment B - YUMA Annex B CLS 400 Facilities Maintenance Instructions-04JAN2024.pdf PDF
TE_02 _Workload_History_CY20_05JAN2024.xlsx XLSX spreadsheet
Attachment H - YUMA Annex J CLS 420 Facilities Maintenance Horizontal 05JAN2024.pdf PDF
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TE 49 ARC Equipment and Containers-05JAN2024.xlsx XLSX spreadsheet
TE_02_Workload_History_CY19_05JAN2024.xlsx XLSX spreadsheet
Attachment J- Yuma Pricing Matrix CLIN Structure-W5168W-23-R-0004-4JAN2024.xlsx XLSX spreadsheet
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Attachment G - YUMA Annex H CLS 411 Facilities Maintenance Vertical-04JAN2024.pdf PDF
TE_02_Workload_History_CY22_05JAN2024.xlsx XLSX spreadsheet
Attachment I - YUMA Annex M CLS 510 Pest Management 05JAN2024.pdf PDF
Attachment_P_Davis_Bacon_Highway_29NOV2023.pdf PDF
TE_01_Real_Property_Inventory-05JAN2024.xlsx XLSX spreadsheet
TE_16_Roads_and_Test_Courses_05JAN2024.xlsx XLSX spreadsheet
TE 15 Grounds Inventory-05JAN2024.xlsx XLSX spreadsheet
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Amendment 0004-YPG-W5168W-23-R-0004-5JAN2024.pdf PDF
W5168W-23-R-0004-Solicitation Closing Date Extened-Formal Amendment ForthComing-29DEC2023.pdf PDF
W5168W-23-R-0004-Amendment3.pdf PDF
W5168W-23-R-0004-Amendment0002-1NOV2023.pdf PDF
Amendment 18 OCT 2023 W5168W 23 R 0004 YPG.pdf PDF
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Im p e ria l D a m

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Barranca Road

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Quick Drive

A S tre e t

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Cact us

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Cor te z D riv e

2nd Street

Hindle Avenue

Halo Street

Service Road

G re e n D rive

6th S tre et

Lee Tan A venue

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Cutter Avenue

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Hardy Avenue

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3rd Street

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2nd Street

1st Street

C utter Avenue

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Cedar G rove Road

H ardy Avenue

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Sch wark

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For Official Use Only Distribution Statement D Distribution is authorized to DoD and U.S DoD contractors only;

other requests for this document will be referred to the security and intelligence office at Yuma Proving Ground, 928-328-4004.

Destruction Notice: All Army products will be destroyed as classified waste.

This map is a spatial representation of Yuma Proving Ground and is not to be used for navigational or precision targeting purposes.

This is intended to be a reference map only.

This map was created from data housed in United States Army Garrison Yuma's Real Property Database of Record and is current as of the printing of this map: November, 2019.

0 500 1,000

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1 inch = 249 feet

Imperial Dam Road

Sanchez Street

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WCA

Storm Utility

For Official Use Only Distribution Statement D Distribution is authorized to DoD and U.S DoD contractors only;

other requests for this document will be referred to the security and intelligence office at Yuma Proving Ground, 928-328-4004.

Destruction Notice: All Army products will be destroyed as classified waste.

This map is a spatial representation of Yuma Proving Ground and is not to be used for navigational or precision targeting purposes.

This is intended to be a reference map only.

This map was created from data housed in United States Army Garrison Yuma's Real Property Database of Record and is current as of the printing of this map: November, 2019.

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C a m p o A v o n R o a d

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CU2814

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LAAF

Storm Utility

For Official Use Only Distribution Statement D Distribution is authorized to DoD and U.S DoD contractors only;

other requests for this document will be referred to the security and intelligence office at Yuma Proving Ground, 928-328-4004.

Destruction Notice: All Army products will be destroyed as classified waste.

This map is a spatial representation of Yuma Proving Ground and is not to be used for navigational or precision targeting purposes.

This is intended to be a reference map only.

This map was created from data housed in United States Army Garrison Yuma's Real Property Database of Record and is current as of the printing of this map: November, 2019.

0 725 1,450

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For Official Use Only Distribution Statement D Distribution is authorized to DoD and U.S DoD contractors only;

other requests for this document will be referred to the security and intelligence office at Yuma Proving Ground, 928-328-4004.

Destruction Notice: All Army products will be destroyed as classified waste.

This map is a spatial representation of Yuma Proving Ground and is not to be used for navigational or precision targeting purposes.

This is intended to be a reference map only.

This map was created from data housed in United States Army Garrison Yuma's Real Property Database of Record and is current as of the printing of this map: November, 2019.

0 500 1,000

Feet

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1:2,990

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C as tle D om e

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Storm Utility

For Official Use Only Distribution Statement D Distribution is authorized to DoD and U.S DoD contractors only;

other requests for this document will be referred to the security and intelligence office at Yuma Proving Ground, 928-328-4004.

Destruction Notice: All Army products will be destroyed as classified waste.

This map is a spatial representation of Yuma Proving Ground and is not to be used for navigational or precision targeting purposes.

This is intended to be a reference map only.

This map was created from data housed in United States Army Garrison Yuma's Real Property Database of Record and is current as of the printing of this map: November, 2019.

0 500 1,000

Feet

0 125 250

Meters

1:3,080

1 inch = 257 feet

H ua ch uc a Roa d

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Culvert

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For Official Use Only Distribution Statement D Distribution is authorized to DoD and U.S DoD contractors only;

other requests for this document will be referred to the security and intelligence office at Yuma Proving Ground, 928-328-4004.

Destruction Notice: All Army products will be destroyed as classified waste.

This map is a spatial representation of Yuma Proving Ground and is not to be used for navigational or precision targeting purposes.

This is intended to be a reference map only.

This map was created from data housed in United States Army Garrison Yuma's Real Property Database of Record and is current as of the printing of this map: November, 2019.

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ONCRETE ENCASE

CONTRACT NO.

DATE:

DESIGNED:

APPROVED:

CHECKED:

DETAILED:

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING IS

NOT TO FULL SCALE

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W912PL-16-D-0033

C5

A S B U I L T

G R A D I N G

P L A N

HCA LOWER

HOUSING

ENTRY GATE

ENTRY GATE

MAIN ADMIN AREA

HOWARD CANTONMENT

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BOTTOM ELEVATION 216.5

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BOTTOM ELEVATION 216.5

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EX BUILDING #990 FF= 219.30

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HALO STREET

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CACTUS STREET

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FOR STORM DRAIN INSTALLATION REFER TO THE SD SHEETS

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WALKWAY

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SS MANHOLE RIM ELEV= 220.3

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CAP AND ABANDON EX IRRIGATION

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EX CONCRETE PAD

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EX CONCRETE PAD

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EX CONCRETE SIDEWALK

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RESTORE ROCK MULCH AS NECESSARY

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TREE

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TREE

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EX CONCRETE PAD

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TG 218.3 INV 217.0

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TG 218.7 INV 217.3

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TG 218.43 INV 217.1

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TG 218.8 INV 217.6

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TG 219.0 INV 217.3

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TG 217.8 INV 216.8

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CONCRETE ENCASE

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EX DROP INLET

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FLAP GATE

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EX 12" SD

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36"X36" DROP INLET

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ACM PIPE ABANDONED

AutoCAD SHX Text P:\Projects\USACE POCA 3 May 2016\Yuma Drainage & Erosion 601-16-003A\Project\Drawings\Sheets\Yuma-C5-LOWER HOUSING.dwg 7/7/2017 3:55 PM 7/7/2017 3:55 PM7/7/2017 3:55 PM

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CASSEY A.

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CIVIL

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SCALE

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FEET

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KEY MAP N.T.S

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LAGUNA DAM RD

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CONSTRUCTION NOTES

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8" HEAVY DUTY HDPE PIPE AT S=0.4% (MIN) PER DETAIL 2 & 3, ON SHEET CD4.

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REMOVE AND RELOCATE IRRIGATION VALVE AND PIPING. (SEE GENERAL NOTES)

AutoCAD SHX Text REMOVE EXISTING PAVEMENT AND REPLACE WITH AC BASE TO MATCH EXISTING THICKNESS BUT NOT LESS THAN 2" A.C OVER 4" BASE AT INDICATED GRADES. BACKFILL PER DETAIL 3, ON SHEET CD4.

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INSTALL RIP RAP D =6". (8" AROUND AREA DRAIN)50=6". (8" AROUND AREA DRAIN)

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PROTECT IN PLACE

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1. FOR ALL DRY UTILITIES CROSSINGS, MAINTAIN A MINIMUM 1' VERTICAL FOR ALL DRY UTILITIES CROSSINGS, MAINTAIN A MINIMUM 1' VERTICAL SEPARATION AT ALL POINTS OF CROSSING AND MAINTAIN 3' PARALLEL SEPARATION. 2. PRIOR TO CONSTRUCTION, POTHOLE ALL UTILITIES THAT ARE CROSSING PRIOR TO CONSTRUCTION, POTHOLE ALL UTILITIES THAT ARE CROSSING THE WORK AND NOTIFY ENGINEER OF CONFLICTS. 3. MAINTAIN MIN 18" VERTICAL SEPARATION WITH NO FURTHER MAINTAIN MIN 18" VERTICAL SEPARATION WITH NO FURTHER IMPROVEMENTS. IF LESS THAN 18" SEPARATION CAN BE MAINTAINED, CONCRETE ENCASE WITH A MIN OF 4" 300 PSI CLSM ALL AROUND. IF LESS THAN 6" FROM THE FINISH GRADE SURFACE, RELOCATE EXISTING UTILITY. 4. "REMOVE AND REPLACE IRRIGATION SYSTEM" SHALL INCLUDE REMOVAL OF "REMOVE AND REPLACE IRRIGATION SYSTEM" SHALL INCLUDE REMOVAL OF EXISTING IRRIGATION SYSTEM COMPONENTS (INCLUDING PIPE LINES AND APPURTENANCES, WIRING. BOXES, VALVES, AND BLOW-OFFS) WHICH ARE IN CONFLICT WITH PROPOSED GRADING. RESTORE THE IRRIGATION SYSTEM TO PROVIDE A COMPLETE AND FUNCTIONING SYSTEM. NOT ALL APPURTENANCES ARE IDENTIFIED ON THE PLANS. 5. REMOVE AND SALVAGE EXISTING RIPRAP AS NECESSARY. REMOVE AND SALVAGE EXISTING RIPRAP AS NECESSARY.

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GENERAL NOTES

AutoCAD SHX Text REMOVE AND REPLACE PAVEMENT USING AC & THICKNESS SHALL MATCH EXISTING BUT NOT LESS THAN 2".

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LEGEND

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NAVD83 ARIZONA STATE PLANES, WEST ZONE, US FOOT.

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ELEVATION DATUM

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INSTALL SALVAGED RIP RAP

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INSTALL RED LANDSCAPE ROCK.

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INSTALL GOLD LANDSCAPE ROCK.

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INSTALL RIVER LANDSCAPE ROCK.

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INSTALL GREY LANDSCAPE ROCK.

DATE:

DESIGNED:

APPROVED:

CHECKED:

DETAILED:

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING IS

NOT TO FULL SCALE

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EX WATER MH

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WATER VALVE

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SD INLET ELEV= 218.61

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EX TREE

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EX BUILDING FF=219.3

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HALO STREET

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HALO STREET

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EX SS

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EX WATR

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EX ELEC

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SD4

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EX 24" RCP

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SEE DETAIL 1 & 2 ON SHEET SD4

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CL

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EX 12" SD

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EX 12" SD

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INV: 216.90

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CONCRETE ENCASEMENT W/ CONCRETE COLLAR PER DETAIL 3, SHEET SD4

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EX SS

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BEGIN TRANSITION

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END TRANSITION

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END TRANSITION

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BEGIN TRANSITION

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EX WATER VALVE

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BEGIN TRANSITION

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FOR DETAIL GRADING, SEE GR4 SHEET

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BUMP SIGN 36"X36"

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36" X 36" DROP INLET WITH GRATE

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EG AT OF PIPE

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ELECTRIC

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EX SS (SEE GENERAL NOTES 2 & 3)

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EX WTR (SEE GENERAL NOTES 2 & 3)

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EX WATER

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EX WATER LATERAL RELOCATED BY BASE CONTRACTOR UNDERNEATH STORM DRAIN LINE

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UNKNOWN STEEL PIPE

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EX WATER LATERAL RELOCATED BY BASE CONTRACTOR UNDERNEATH STORM DRAIN LINE

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LAGUNA DAM RD

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1. FOR ALL DRY UTILITIES CROSSINGS, MAINTAIN A MINIMUM 1' VERTICAL FOR ALL DRY UTILITIES CROSSINGS, MAINTAIN A MINIMUM 1' VERTICAL SEPARATION AT ALL POINTS OF CROSSING AND MAINTAIN 3' PARALLEL SEPARATION. 2. PRIOR TO CONSTRUCTION, POTHOLE ALL UTILITIES THAT ARE CROSSING PRIOR TO CONSTRUCTION, POTHOLE ALL UTILITIES THAT ARE CROSSING THE WORK AND NOTIFY ENGINEER OF CONFLICTS. 3. MAINTAIN MIN 18" VERTICAL SEPARATION WITH NO FURTHER MAINTAIN MIN 18" VERTICAL SEPARATION WITH NO FURTHER IMPROVEMENTS. IF LESS THAN 18" SEPARATION CAN BE MAINTAINED, CONCRETE ENCASE WITH A MIN OF 4" 300 PSI CLSM ALL AROUND. IF LESS THAN 6" FROM THE FINISH GRADE SURFACE, RELOCATE EXISTING UTILITY. 4. "REMOVE AND REPLACE IRRIGATION SYSTEM" SHALL INCLUDE REMOVAL OF "REMOVE AND REPLACE IRRIGATION SYSTEM" SHALL INCLUDE REMOVAL OF EXISTING IRRIGATION SYSTEM COMPONENTS (INCLUDING PIPE LINES AND APPURTENANCES, WIRING. BOXES, VALVES, AND BLOW-OFFS) WHICH ARE IN CONFLICT WITH PROPOSED GRADING. CONTRACTOR IS RESPONSIBLE TO RESTORE THE IRRIGATION SYSTEM TO PROVIDE A COMPLETE AND FUNCTIONING SYSTEM. NOT ALL APPURTENANCES ARE IDENTIFIED ON THE PLANS. 5. ALL MANHOLE RIMS AND COVERS MUST BE ADJUSTED TO MATCH FINISHED ALL MANHOLE RIMS AND COVERS MUST BE ADJUSTED TO MATCH FINISHED GRADE AT TIME OF CONSTRUCTION.

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GENERAL NOTES

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CONSTRUCTION NOTES

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CONSTRUCT FLARED END SECTION PER DETAIL 1 ON SHEET CD2.

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CONSTRUCT STORM DRAIN MANHOLE PER DETAIL 3 & 4, ON SHEET CD2.

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CONSTRUCT SLOTTED DRAIN PER DETAIL 2, ON SHEET CD1.

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CONSTRUCT CATCH BASIN TYPE "F" (FOR USE WITHOUT CURB) PER DETAIL 4, ON SHEET CD1

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CONSTRUCT DROP-INLET (TYPE I DOUBLE) PER DETAIL 2, ON SHEET CD2.

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REMOVE EXISTING AND CONSTRUCT CONCRETE DRIVEWAY PER DETAIL 3, ON SHEET CD3.

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PIPE INSTALLATION PER DETAIL 1 & 2, ON SHEET CD3.

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PROTECT IN PLACE. (SEE GENERAL NOTES 2 & 3)

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REMOVE AND REPLACE CURB.

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CONSTRUCT CATCH BASIN TYPE "F" PER DETAIL 2, ON SHEET CD1.

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SAWCUT PAVEMENT.

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REMOVE AND REPLACE SIDEWALK AS NECESSARY TO BUILD NEW DROP INLET.

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INSTALL CONCRETE PAD PER DETAIL 2 ON SD3

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HEADWALL PER DETAIL 1, ON SHEET CD4.

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CONSTRUCT GROSS GUTTER PER DETAIL 3, ON SHEET CD1

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CONSTRUCT DROP-INLET (TYPE I SINGLE) PER DETAIL 2, ON SHEET CD2.

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LEGEND

AutoCAD SHX Text REMOVE AND REPLACE WITH AC PAVEMENT. SHALL MATCH EXISTING BUT NOT LESS THAN 2", SEE DETAIL 5 ON SD4

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NAVD83 ARIZONA STATE PLANES, WEST ZONE, US FOOT.

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ELEVATION DATUM

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REALIGNED STORM DRAIN

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REALIGNED STORM DRAIN

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NEW NOTES

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NOTE REVISED

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FOR DETAIL GRADING ON D STREET, SEE GR SHEETS

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NEW NOTE

DESIGNED:

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W912PL-16-D-0033

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D STREET

HCA LOWER

HOUSING 2

MAIN ADMIN AREA

HOWARD

CANTONMENT

ENTRY GATE

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S D

P R O F I L E

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EX WTR

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EX ELEC

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EX SS

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EX BUILDING FF=219.3

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CACTUS STREET

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CACTUS STREET

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CL

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END TRANSITION

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EG AT OF PIPE

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EX WTR (SEE GENERAL NOTES 2 & 3)

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EX ELEC (SEE GENERAL NOTES 2 & 3)

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EX SS (SEE GENERAL NOTES 2 & 3)

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2" MIN CLEARANCE PIPE

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EX ELEC (SEE GENERAL NOTES 2 & 3)

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EX WATER LATERAL

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EX ELEC (SEE GENERAL NOTES 2 & 3)

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EX WATER LATERAL

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EX WATER LATERAL

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SOIL SATURATED FROM SUSPECTED BROKEN WATER LINE

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MATCHLINE SEE SHEET SD3SEE SHEET SD3SD3

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MATCHLINE SEE SHEET SD1SEE SHEET SD1SD1

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%%UD STREET

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SCALE: HORIZ. 1" = 20'

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VERT. 1" = 10'

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KEY MAP N.T.S

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LAGUNA DAM RD

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1. FOR ALL DRY UTILITIES CROSSINGS, MAINTAIN A MINIMUM 1' VERTICAL FOR ALL DRY UTILITIES CROSSINGS, MAINTAIN A MINIMUM 1' VERTICAL SEPARATION AT ALL POINTS OF CROSSING AND MAINTAIN 3' PARALLEL SEPARATION. 2. PRIOR TO CONSTRUCTION, POTHOLE ALL UTILITIES THAT ARE CROSSING PRIOR TO CONSTRUCTION, POTHOLE ALL UTILITIES THAT ARE CROSSING THE WORK AND NOTIFY ENGINEER OF CONFLICTS. 3. MAINTAIN MIN 18" VERTICAL SEPARATION WITH NO FURTHER MAINTAIN MIN 18" VERTICAL SEPARATION WITH NO FURTHER IMPROVEMENTS. IF LESS THAN 18" SEPARATION CAN BE MAINTAINED, CONCRETE ENCASE WITH A MIN OF 4" 300 PSI CLSM ALL AROUND. IF LESS THAN 6" FROM THE FINISH GRADE SURFACE, RELOCATE EXISTING UTILITY. 4. "REMOVE AND REPLACE IRRIGATION SYSTEM" SHALL INCLUDE REMOVAL OF "REMOVE AND REPLACE IRRIGATION SYSTEM" SHALL INCLUDE REMOVAL OF EXISTING IRRIGATION SYSTEM COMPONENTS (INCLUDING PIPE LINES AND APPURTENANCES, WIRING. BOXES, VALVES, AND BLOW-OFFS) WHICH ARE IN CONFLICT WITH PROPOSED GRADING. CONTRACTOR IS RESPONSIBLE TO RESTORE THE IRRIGATION SYSTEM TO PROVIDE A COMPLETE AND FUNCTIONING SYSTEM. NOT ALL APPURTENANCES ARE IDENTIFIED ON THE PLANS. 5. ALL MANHOLE RIMS AND COVERS MUST BE ADJUSTED TO MATCH FINISHED ALL MANHOLE RIMS AND COVERS MUST BE ADJUSTED TO MATCH FINISHED GRADE AT TIME OF CONSTRUCTION.

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GENERAL NOTES

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CONSTRUCTION NOTES

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CONSTRUCT FLARED END SECTION PER DETAIL 1 ON SHEET CD2.

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CONSTRUCT STORM DRAIN MANHOLE PER DETAIL 3 & 4, ON SHEET CD2.

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CONSTRUCT SLOTTED DRAIN PER DETAIL 2, ON SHEET CD1.

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CONSTRUCT CATCH BASIN TYPE "F" (FOR USE WITHOUT CURB) PER DETAIL 4, ON SHEET CD1

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CONSTRUCT DROP-INLET (TYPE I DOUBLE) PER DETAIL 2, ON SHEET CD2.

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REMOVE EXISTING AND CONSTRUCT CONCRETE DRIVEWAY PER DETAIL 3, ON SHEET CD3.

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PIPE INSTALLATION PER DETAIL 1 & 2, ON SHEET CD3.

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PROTECT IN PLACE. (SEE GENERAL NOTES 2 & 3)

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REMOVE AND REPLACE CURB.

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CONSTRUCT CATCH BASIN TYPE "F" PER DETAIL 2, ON SHEET CD1.

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SAWCUT PAVEMENT.

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REMOVE AND REPLACE SIDEWALK AS NECESSARY TO BUILD NEW DROP INLET.

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INSTALL CONCRETE PAD PER DETAIL 2 ON SD3

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HEADWALL PER DETAIL 1, ON SHEET CD4.

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CONSTRUCT GROSS GUTTER PER DETAIL 3, ON SHEET CD1

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CONSTRUCT DROP-INLET (TYPE I SINGLE) PER DETAIL 2, ON SHEET CD2.

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LEGEND

AutoCAD SHX Text REMOVE AND REPLACE WITH AC PAVEMENT. SHALL MATCH EXISTING BUT NOT LESS THAN 2", SEE DETAIL 5 ON SD4

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NAVD83 ARIZONA STATE PLANES, WEST ZONE, US FOOT.

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ELEVATION DATUM

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REALIGNED STORM DRAIN

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NEW NOTES

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NOTE REVISED

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FOR DETAIL GRADING ON D STREET, SEE GR SHEETS

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NEW NOTE

DESIGNED:

APPROVED:

CHECKED:

DETAILED:

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING IS

NOT TO FULL SCALE

0 11/2

A P P

N O

C K

B Y

R E V I S I O N S

A N D

R E C O R D

O F

I S S U E

D A T E

A G E N C Y

D E S I G N A T I O N

July 2017

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W912PL-16-D-0033

SD3

A S B U I L T

S T O R M

D R A I N

S Y S T E M

D STREET

HCA LOWER

HOUSING 3

MAIN ADMIN AREA

HOWARD

CANTONMENT

ENTRY GATE

ENTRY GATE

R E V I S E D

S D

P R O F I L E

A N D

A D D E D

C R O S S

G U T T E R

R E V I S E D

S T O R M

D R A I N

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EX OH PWR

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EX SHRUBS AND TREE

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EX OH PWR

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EX OH PWR

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EX SHRUBS

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COVER PIPE WITH EXCAVATED SOIL

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SD3

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CLEAR AND GRUB AND GRADE TO CLEANUP FLOWLINE TO DAYLIGHT

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EG AT OF PIPE

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EXISTING FENCE

AutoCAD SHX Text 3,000 PSI CONCRETE ENCASEMENT 10' LENGTH THROUGH TWO PIPE JOINTS 6" THICK ON TOP AND SIDES TO ANCHOR END SECTION. SEE DETAIL 1 ON THIS SHEET

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COVER PIPE WITH EXCAVATED SOIL

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CLEAR AND GRUB AND GRADE TO CLEANUP FLOWLINE TO DAYLIGHT

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MATCHLINE SEE SHEET SD2SEE SHEET SD2SD2

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KEY MAP N.T.S

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LAGUNA DAM RD

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1. FOR ALL DRY UTILITIES CROSSINGS, MAINTAIN A MINIMUM 1' VERTICAL FOR ALL DRY UTILITIES CROSSINGS, MAINTAIN A MINIMUM 1' VERTICAL SEPARATION AT ALL POINTS OF CROSSING AND MAINTAIN 3' PARALLEL SEPARATION. 2. PRIOR TO CONSTRUCTION, POTHOLE ALL UTILITIES THAT ARE CROSSING PRIOR TO CONSTRUCTION, POTHOLE ALL UTILITIES THAT ARE CROSSING THE WORK AND NOTIFY ENGINEER OF CONFLICTS. 3. MAINTAIN MIN 18" VERTICAL SEPARATION WITH NO FURTHER MAINTAIN MIN 18" VERTICAL SEPARATION WITH NO FURTHER IMPROVEMENTS. IF LESS THAN 18" SEPARATION CAN BE MAINTAINED, CONCRETE ENCASE WITH A MIN OF 4" 300 PSI CLSM ALL AROUND. IF LESS THAN 6" FROM THE FINISH GRADE SURFACE, RELOCATE EXISTING UTILITY. 4. "REMOVE AND REPLACE IRRIGATION SYSTEM" SHALL INCLUDE REMOVAL OF "REMOVE AND REPLACE IRRIGATION SYSTEM" SHALL INCLUDE REMOVAL OF EXISTING IRRIGATION SYSTEM COMPONENTS (INCLUDING PIPE LINES AND APPURTENANCES, WIRING. BOXES, VALVES, AND BLOW-OFFS) WHICH ARE IN CONFLICT WITH PROPOSED GRADING. CONTRACTOR IS RESPONSIBLE TO RESTORE THE IRRIGATION SYSTEM TO PROVIDE A COMPLETE AND FUNCTIONING SYSTEM. NOT ALL APPURTENANCES ARE IDENTIFIED ON THE PLANS. 5. ALL MANHOLE RIMS AND COVERS MUST BE ADJUSTED TO MATCH FINISHED ALL MANHOLE RIMS AND COVERS MUST BE ADJUSTED TO MATCH FINISHED GRADE AT TIME OF CONSTRUCTION.

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GENERAL NOTES

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CONSTRUCTION NOTES

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CONSTRUCT FLARED END SECTION PER DETAIL 1 ON SHEET CD2.

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CONSTRUCT STORM DRAIN MANHOLE PER DETAIL 3 & 4, ON SHEET CD2.

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CONSTRUCT SLOTTED DRAIN PER DETAIL 2, ON SHEET CD1.

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CONSTRUCT CATCH BASIN TYPE "F" (FOR USE WITHOUT CURB) PER DETAIL 4, ON SHEET CD1

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CONSTRUCT DROP-INLET (TYPE I DOUBLE) PER DETAIL 2, ON SHEET CD2.

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REMOVE EXISTING AND CONSTRUCT CONCRETE DRIVEWAY PER DETAIL 3, ON SHEET CD3.

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PIPE INSTALLATION PER DETAIL 1 & 2, ON SHEET CD3.

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PROTECT IN PLACE. (SEE GENERAL NOTES 2 & 3)

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REMOVE AND REPLACE CURB.

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CONSTRUCT CATCH BASIN TYPE "F" PER DETAIL 2, ON SHEET CD1.

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SAWCUT PAVEMENT.

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REMOVE AND REPLACE SIDEWALK AS NECESSARY TO BUILD NEW DROP INLET.

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INSTALL CONCRETE PAD PER DETAIL 2 ON SD3

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HEADWALL PER DETAIL 1, ON SHEET CD4.

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CONSTRUCT GROSS GUTTER PER DETAIL 3, ON SHEET CD1

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CONSTRUCT DROP-INLET (TYPE I SINGLE) PER DETAIL 2, ON SHEET CD2.

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LEGEND

AutoCAD SHX Text REMOVE AND REPLACE WITH AC PAVEMENT. SHALL MATCH EXISTING BUT NOT LESS THAN 2", SEE DETAIL 5 ON SD4

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NAVD83 ARIZONA STATE PLANES, WEST ZONE, US FOOT.

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ELEVATION DATUM

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REALIGNED STORM DRAIN

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REALIGNED STORM DRAIN

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NEW NOTES

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NOTE REVISED

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FOR DETAIL GRADING ON D STREET, SEE GR SHEETS

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CONCRETE ENCASEMENT

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SD3

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PIPE DIAMETER

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PIPE DIAMETER

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FLARE END SECTION

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PIPE DIAMETER

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PIPE DIAMETER

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PLAN VIEW

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SECTION VIEW

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CONCRETE PAD

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SD3

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PIPE JOINT

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PIPE JOINT

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CONCRETE SECTION A-A

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SD3

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UNFINISHED SURFACE WITH SURFACE IRREGULARITIES FOR ROUGHNESS

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UPSTREAM TO CHANNEL

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REVISED STORM DRAIN OUTLET

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@ THIS LOCATION

DIG TRENCH FOR NEW 8" DRAIN

LINE - BACK FILL AS REQUIRED

EXISTING 4" DRAINLINE TO BE

ABANDONED

EXIST. CATCH BASIN

AND DRAINLINE TO

REMAIN

SAW-CUT AND REMOVE PORTION OF EXIST.

CONC. SLAB TO MODIFY DRAINLINE - POUR

NEW CONCRETE PATCH TO MATCH

EXISTING

EXISTING U.G. FIBER OPTICS

CABLES - USE EXTREME

CAUTION NOT TO DISTURB OR

DAMAGE LINE

C

SITE PLAN

" = 1'-0"

REVISED 9-28-2015

AS BUILT 10-15-2015

1'-0"

VERTICAL RETAINING CURB

" = 1'-0"

FINISH GRADE

#5 VERT'S @ 48" O.C.

W/ #5 HORIZ. @ TOP

AND BOTTOM

1" RADIUS CORNERS

MAINTAIN THIS

HEIGHT ABOVE FINISH

GRADE

FIELD VERIFY SITE

CONDITIONS FOR

ELEVATION CHANGES

CATCH BASIN @ CURB

1/4" = 1'-0"

1'-0" 6"

4'-10"

6'-0"

11'-4"

1'-0"

6"

4'-10"

C

NEW PRECAST CONCRETE CATCH

BASIN W/ HEAVY DUTY

STEEL GRATE

CONCRETE

VERTICAL

CURB

CONCRETE

VERTICAL

CURB

8"

6" DRAINLINE IN CATCH BASIN

EXTEND TOWARDS BUILDING 3005

NEW DOWNSPOUT

8" DRAINLINE IN CATCH BASIN

EXTEND TOWARDS WEST AND

DAYLIGHT INTO RIPRAP

1'-6"

2'-6"

NEW 8"Ø X 8' STEEL PIPE BOLLARD

IN CONCRETE FOOTING - FILL

BOLLARD WITH CONCRETE

SEE DETAIL 6 SHEET C3

NEW 8"Ø X 8' STEEL PIPE BOLLARD

IN CONCRETE FOOTING - FILL

BOLLARD WITH CONCRETE

SEE DETAIL 6 SHEET C3

3'-0"

15'-0" N.T.S.

CORNER OF BUILDING 3005

7' -0

1' -0

CATCH BASIN @ CURB

" = 1'-0"

1'-0" 6" 4'-10" N.T.S. VARIES 1'-0"

FINISH GRADE

CONCRETE VERTICAL

CURB

FINISH GRADE

NEW 8" DRAIN PIPE

MODIFY CONCRETE

VERTICAL CURB AS

REQUIRED TO FIT PIPE

6" THICK CONCRETE

INFILL AROUND NEW

CATCH BASIN

NEW PRECAST

CONCRETE CATCH

BASIN W/ HEAVY DUTY

STEEL GRATE

SLOPE

"PER FOOT

3'-0"

CONCRETE VERTICAL

CURB

6" THICK CONCRETE

INFILL AROUND NEW

CATCH BASIN

GUTTER/DOWNSPOUT

1/4" = 1'-0"

NEW G.I. METAL GUTTER

ATTACHED TO EXISTING METAL

BUILDING WALL PANELS AND ROOF

PANELS

NEW DOWNSPOUT AT NORTHWEST

CORNER OF BLDG. 3005 TO

NEW CATCH BASIN

EXISTING METAL BUILDING

6" DRAINLINE

STUB-UP AT

DOWNSPOUT AND

INTO CATCH BASIN

w/2- 45'S

15'-0" NTS

NEW CATCH BASIN AND

DIVERTER WALL

MOLDED

REDUCING

BELL

'-8

C

UTILITIES THRU FOOTING

" = 1'-0"

CONCRETE STEMWALL

PVC SLEEVE

STORMWATER PIPE

- PIPE TO CLEAR

SLEEVE BY

" ALL

AROUND - FILL WITH

COMPRESSIBLE

MATERIAL

FINISH GRADE

CONCRETE FOOTING

1'-6"

8" Ø x 8'-0" STEEL

PIPE BOLLARD FILL

W/ CONCRETE -

PRIMER AND PAINT

YELLOW

FOOTING FLUSH

WITH FIN.GRADE.

CONCRETE

FOOTING

9" 9"

ROUNDED

SMOOTH

CONCRETE TOP

DIAMETER

PIPE BOLLARD

1/2" = 1'-0"

C

7. YUMA DRAINAGE IMPROVEMENTS - As Builts.pdf
Sheets and Views
1 COVER SHEET
2 LEGEND & ABBREVIATIONS
3 LAAF CANTONMENT
4 HCA LIFT STATION IMPROVEMENTS
5 HCA SEWAGE LAGOON IMPROVEMENTS
6 WCA 2466, 2468 PLAN
7 HCA LOWER HOUSING IMPROVEMENTS
8 D STREET - HCA LOWER HOUSING 1
9 D STREET - HCA LOWER HOUSING 2
10 D STREET - HCA LOWER HOUSING 3
11 STORM DRAIN LATERAL
12 CIVIL DETAILS I
13 CIVIL DETAILS II
14 CIVIL DETAILS III
15 CIVIL DETAILS IV
16 GRADING SHEET I
17 GRADING SHEETS II
18 GRADING SHEETS III
19 GR4

File details come from the government source that posted it. Updated .