STORM DRAINAGE PROFILE.pdf

PDF 459 KB Posted Oct 20, 2023

Attached to: CON 564-17-108 | UPGRADE ROOF SYSTEMS | AMENDMENT 0003
Solicitation number: 36C25623R0122
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 16

About this file

Written by GovTribe AI · Dec 21, 2023

This document contains storm drainage profile drawings and notes for the Clinical Addition and Renovation project at the Veterans Affairs Medical Center in Fayetteville, Arkansas. The drawings depict existing and proposed storm drainage infrastructure including pipe sizes, slopes, structures, and elevations. Notes specify construction requirements for drainage, erosion control, utility locates, and protection of existing utilities and trees. The related federal contract opportunity is a solicitation for roof upgrades at the same facility. It has a solicitation number of 36C25623R0122 and is issued by the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 16. The solicitation is currently on Amendment 0003 and is for CON 564-17-108.

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STORM DRAINAGE PROFILES 3

DRPRCW

CG-202

Location

Date Checked Drawn

Project Title

Office of Facilities

Management

Project Number

Building Number

Drawing Number

Dwg. of

Drawing Title

Approved: Project Director

ARCHITECT / ENGINEERS:CONSULTANTS:

DateRevisions:

564PR2302

Cannon Design Project Number 02707.02 564PR2302Clinical Addition and Renovation

Veterans Affairs Medical Ctr

Fayetteville, AR4500 Burrow Drive, North Little Rock, Arkansas 72116

TFCG n CANNON DESIGN n TME, LLC T. 501.758.7443 F. 501.753.7309

KEY PLAN NTS

STORM DRAINAGE PROFILES 31G

F2 STORM DRAINAGE PROFILE MAIN "B LAT-1" F6 STORM DRAINAGE PROFILE MAIN "B LAT-2"

C4 STORM DRAINAGE PROFILE MAIN "B "

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Sep 9, 2008

4-16-091 RFI 113

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NEW GRADE

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NEW GRADE

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NEW GRADE

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EXISTING GRADE

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EXISTING GRADE

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EXISTING GRADE

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100 STORMWATER RETENTION CHAMBERS F.L. = 1451.50

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45 LF OF 18" PIPE @ 7.89%

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STA 0+00

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FL. = 1448.07 (VERIFY)

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CONSTRUCT CURB INLET (DS-20) OVER EXISTING 18" RCP

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STA 0+45

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30" PVC DRAINAGE STRUCTURE (DS-21) W/ D.I. TOP AND S.S. WEIR PLATE

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FL. = 1451.62

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FL. OUT = 1451.63

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FL. (10") =1452.38 FL. (24") =1453.21

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STA 1+69

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30" PVC DRAINAGE STRUCTURE (DS-22) W/ D.I. TOP AND S.S. FLOW DIVERTING WEIR

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STA 1+99

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DRAINAGE STRUCTURE (DS-23)

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18 LF OF 18" PIPE @ 0.50%

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STA 2+17

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DRAINAGE STRUCTURE (DS-24)

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FL. = 1453.30

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160 LF OF 18" PIPE @ 2.00%

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STA 3+77

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DRAINAGE STRUCTURE (DS-25)

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FL. = 1456.50

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29 LF OF 18" PIPE @ 1.00%

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STA 4+06

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30" PVC DRAINAGE STRUCTURE (DS-26) W/ S.S WEIR PLATE

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FL. = 1456.79

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145 STORWATER RETENTION CHAMBERS F.L. = 1457.50

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FL. = 1458.94

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STA 4+86

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DRAINAGE STRUCTURE (DS-27)

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STA 5+16

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DRAINAGE STRUCTURE (DS-28)

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FL. (10") =1458.94 FL. (24") =1459.77

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46 LF OF 18" PIPE @ 0.50%

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71 LF OF 18" PIPE @ 2.50%

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FL. = 1460.00

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FL. = 1461.78

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STA 5+62

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DRAINAGE STRUCTURE (DS-29)

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STA 6+33

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DRAINAGE STRUCTURE (DS-30)

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35 LF OF 18" PIPE @ 0.50%

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FL. = 1461.96

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STA 6+68

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DRAINAGE STRUCTURE (DS-31)

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52 LF OF 18" PIPE @ 3.25%

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FL. = 1463.65

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STA 7+20

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DRAINAGE STRUCTURE (DS-32)

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47 LF OF 18" PIPE @ 2.34%

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STA 7+67

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DRAINAGE STRUCTURE (DS-33)

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FL. = 1464.75

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112 LF OF 18" PIPE @ 0.50%

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STA 8+79

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DRAINAGE STRUCTURE (DS-34)

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FL. = 1465.31

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1" = 30' HORIZONTAL SCALE

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1" = 5' VERTICAL SCALE

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1" = 30' HORIZONTAL SCALE

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1" = 5' VERTICAL SCALE

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33 LF OF 18" PIPE @ 3.00%

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STA 9+12

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DRAINAGE STRUCTURE (DS-35)

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FL. = 1466.30

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NEW UGE LINE

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EXISTING WATER LINE

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NEW UGE LINE

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EXISTING GAS LINE

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EXISTING UGE LINE

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NEW UGE LINE

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EXISTING GAS LINE

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EXISTING 8" SEWER LINE

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EXISTING OXYGEN LINE

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NEW UGE LINE

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EXISTING UGE LINE

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EXISTING 8" SEWER LINE

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EXISTING UGE LINE

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EXISTING 8" WATER LINES

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MAIN "B"

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NEW 8" WATER LINE

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NEW 8" WATER LINES

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NEW 8" WATER LINE

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18" STONE BASE

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6" STONE FILL

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18" STONE BASE

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6" STONE FILL

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WEIR PLATE FL. = 1452.72

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WEIR PLATE TOP = 1458.95

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STA 4+78

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30" PVC DRAINAGE STRUCTURE (DS-43) W/ S.S. FLOW DIVERTING WEIR

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FL. = 1452.38

AutoCAD SHX Text 36"x20' HDPE STORM WATER QUALITY UNIT

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MINIMUM REMOVAL RATES: 80% TSS 80% OIL 43% TP 74% HM

AutoCAD SHX Text 36"x20' HDPE STORM WATER QUALITY UNIT

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MINIMUM REMOVAL RATES: 80% TSS 80% OIL 43% TP 74% HM

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FL. OUT = 1457.63

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FL. IN = 1458.78

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8 LF OF 24" PIPE @ 2.00%

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8 LF OF 30" PIPE @ 2.00%

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FL. IN = 1452.22

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DRAINAGE STRUCTURE (DS-44)

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STA 1+61

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EXISTING 10" STEEL CASING

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1" = 30' HORIZONTAL SCALE

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1" = 5' VERTICAL SCALE

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NEW GRADE

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33 LF OF 18" PIPE @ 10.00%

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STA 0+00

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FL. = 1448.07 (VERIFY)

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CONSTRUCT CURB INLET (DS-20) OVER EXISTING 18" RCP

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STA 0+33

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DRAINAGE STRUCTURE (DS-36)

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FL. = 1451.37

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MAIN "B LAT-1"

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EXISTING GRADE

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1" = 30' HORIZONTAL SCALE

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1" = 5' VERTICAL SCALE

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EXISTING GRADE

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NEW GRADE

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159 LF OF 24" PIPE @ 3.07%

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FL. = 1452.38

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STA 1+66

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DRAINAGE STRUCTURE (DS-44)

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FL. = 1457.26

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STA 1+59

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DRAINAGE STRUCTURE (DS-37)

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30 LF OF 18" PIPE @ 0.50%

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FL. = 1457.41

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STA 1+89

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DRAINAGE STRUCTURE (DS-38)

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77 LF OF 18" PIPE @ 0.51%

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FL. = 1457.80

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STA 2+66

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DRAINAGE STRUCTURE (DS-39)

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MAIN "B LAT-2"

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37 LF OF 18" PIPE @ 0.51%

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FL. = 1457.99

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STA 3+03

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DRAINAGE STRUCTURE (DS-40)

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NEW GRADE

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EXISTING GRADE

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NEW UGE LINE

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EXISTING UGE LINE

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EXISTING 8" SEWER LINE

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EXISTING OXYGEN LINE

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FL. = 1458.17

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STA 3+39

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DRAINAGE STRUCTURE (DS-41)

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36 LF OF 18" PIPE @ 0.50%

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34 LF OF 18" PIPE @ 0.50%

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FL. = 1458.34

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STA 3+73

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DRAINAGE STRUCTURE (DS-42)

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EXISTING 10" STEEL CASING

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SCALE

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AutoCAD SHX Text three inches = one foot

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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VA FORM 08-6231, OCT 1978

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%%UNOTE:%%U CONTRACTOR TO CONSTRUCT ALL HANDICAP

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RAMPS AND PAVING TO ADA STANDARDS. VERIFY.

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TREES TO REMAIN ARE

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ARE TO BE PROTECTED

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FROM DAMAGE DURING

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CONSTRUCTION.

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%%UCONTRACTOR NOTE:

AutoCAD SHX Text CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES IN ACCORDANCE WITH THE ARKANSAS UNDERGROUND FACILITIES DAMAGE PREVENTION ACT. THIS LAW REQUIRES THAT THE CONTRACTOR MAKE A TELEPHONE CALL TO THE ARKANSAS ONE-CALL SYSTEM AT 1-800-482-8998 AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATING TO ENSURE THAT ANY EXISTING UTILITIES CAN BE LOCATED.

AutoCAD SHX Text GENERAL NOTES: 1. THE LOCATION OF THE EXISTING WATER AND GAS UTILITIES ARE BASED ON RECORDS FROM SAID UTILITY COMPANIES AND ARE HORIZONTALLY FIELD LOCATED ONLY. THE CONTRACTORS SHALL BE RESPONSIBLE FOR DETERMINING ACTUAL LOCATION. 2. CONTRACTOR TO UNCOVER AND MARK UTILITY LINES BEFORE CONSTRUCTION. 3. CONTRACTOR SHALL BEAR ALL RESPONSIBILITY AND COST OF REPAIR OR REPLACEMENT OF EXISTING UTILITIES, DAMAGE OR INTERRUPTED AS A RESULT OF THIS CONSTRUCTION PROJECT. 4. CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE OWNER OF ANY DAMAGED OR INTERRUPTED UTILITIES IMMEDIATELY. 5. ALL SEWER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE TO THE FAYETTEVILLE WASTEWATER UTILITIES STANDARD SPECIFICATION FOR SANITARY SEWER LATEST EDITION. 6. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE TO THE FAYETTEVILLE WATER DEPARTMENT REQUIREMENTS. 7. CONTRACTORS SHALL NOTIFY PROJECT ENGINEER PRIOR TO BEGINNING WORK. 8. ALL AREAS WITHIN THE PARKING LOT ARE TO RECEIVE A GRAVEL BASE TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING IN AN ORDERLY MANNER. A RATE OF 135 TONS/ACRE IS TO BE APPLIED WITHIN TWO WEEKS OF FINAL GRADING. 9. ALL AREAS NOT WITHIN THE PARKING LOT ARE TO RECEIVE LOOSE STRAW TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING IN AN ORDERLY MANNER. A RATE OF 1.5 TONS/ACRE IS TO BE APPLIED WITHIN TWO WEEKS OF FINAL GRADING. 10. AFTER NEW INLETS ARE CONSTRUCTED, STRAW BALES AND GRAVEL FILTER BERMS ARE TO BE PLACED TO ALLOW FLOW THROUGH THE BERM. 11. CONTRACTOR WILL CONTROL AND PREVENT OFF-SITE TRACKING OF CONSTRUCTION RUNOFF AND SEDIMENT TO ADJACENT PROPERTY AND PUBLIC ROADS. 12. CONTRACTOR IS TO PROTECT EXISTING STORM DRAINAGE SYSTEM.

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SCALE: 1" = 30'

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SCALE: 1" = 30'

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SCALE: 1" = 30'

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SCALE: 1" = 30'

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PLAN NORTH

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NORTH

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REGISTERED

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ENGINEER

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PROFESSIONAL

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ARKANSAS

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INC.

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CONSULTANTS

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DEVELOPMENT

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VHAFAVMorehZ Highlight

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File details come from the government source that posted it. Updated Oct 20, 2023.