Attachment__2_-_Drawings_dated_30_October_2013_-_Part_2.pdf
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- Attached to
- Add/Repair Passenger Terminal, Bldg. 164
- Solicitation number
- FA4418-15-R-0009
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Attachment 2 - Drawings dated 30 October 2013 - Part 2 for Solicitation FA4418-16-R-0002 Add/Repair Passenger Terminal Bldg 164.
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PIPE TABLE
FROM TO UPSTREAM DOWNSTREAM LENGTH SLOPE
STRUCTURE STRUCTURE ELEVATION ELEVATION MATERIAL (FT)* DIA. (%)
TD C3 CB C2 36.08 33.86 HDPE 222.00 NA 1.00
CB C2 OUT C1 33.86 33.63 ELIP RCP 75.00 19"X30" 0.30
HCI B3 HCI B2 32.81 32.68 RCP 55.00 15'' 0.25
HCI B2 EX CB B1 32.68 32.65 RCP 10.00 15'' 0.25
IN D2 OUT D1 32.37 32.37 RCP 28 15" 0.00
STRUCTURE TABLE
TOP OF REQ.
GRATE/ GRATE GRATE /
GUTTER BOTTOM DEPTH** OPEN THROAT
STRUCTURE ELEV ELEV** (FEET) AREA (IN2) TYPE
TD C3 37.34 36.50 / 34.39 VARIES N/A TRENCH DRAIN
CB C2 37.00 32.86 4.15 #N/A 36"x36"
HCI B3 36.28 31.81 4.47 N/A SCDOT TYPE 1
HCI B2 36.45 31.68 4.78 N/A SCDOT TYPE 1
PIPE TABLE
FROM TO UPSTREAM DOWNSTREAM LENGTH SLOPE
STRUCTURE STRUCTURE ELEVATION ELEVATION MATERIAL (FT)* DIA. (%)
TD C3 CB C2 36.08 33.86 HDPE 222.00 NA 1.00
CB C2 OUT C1 33.86 33.63 ELIP RCP 75.00 19"X30" 0.30
HCI B3 HCI B2 32.81 32.68 RCP 55.00 15'' 0.25
HCI B2 ***EX CB B1 32.68 32.65 RCP 10.00 15'' 0.25
SDMH A4 SDMH A2 32.62 32.13 ELIP RCP 43.00 24"x38" 1.15
HCI A4D HCI A4C 34.16 33.50 RCP 66.00 15'' 1.00
HCI A4C SDMH A4 33.50 32.62 RCP 50.00 15'' 1.75
HCI A4B ***EX CB A4A 33.48 33.27 RCP 82.00 15'' 0.25
***EX CB A4A SDMH A4 33.27 32.62 RCP 51.00 18'' 1.27
IN D2 OUT D1 32.37 32.37 RCP 28.00 15" 0.00
STRUCTURE TABLE
TOP OF REQ.
GRATE/ GRATE GRATE /
GUTTER BOTTOM DEPTH** OPEN THROAT
STRUCTURE ELEV ELEV** (FEET) AREA (IN2) TYPE
TD C3 37.34 / 37.00 36.50 / 34.39 VARIES N/A TRENCH DRAIN
CB C2 37.00 32.86 4.15 #N/A 36"X36"
HCI B3 36.28 31.81 4.47 N/A SCDOT TYPE 1
HCI B2 36.45 31.68 4.78 N/A SCDOT TYPE 1
SDMH A4 36.55 31.62 4.93 N/A N/A
SDMH A2 35.10 31.13 3.97 N/A N/A
HCI A4D 36.81 33.16 3.65 220 SCDOT TYPE 1
HCI A4C 36.75 32.50 4.25 444.96 SCDOT TYPE 1
HCI A4B 35.72 32.48 3.24 444.96 SCDOT TYPE 1
10 YEAR RUNOFF (cfs) 16.60 100 YEAR RUNOFF (cfs) 22.28
IMPERVIOUS (Ac.)
PERVIOUS (Ac.) 1.26 2 YEAR RUNOFF (cfs) 13.41
POST-DEVELOPMENT CONDITIONS
STORM DRAINAGE SITE
TOTAL LIMITS (Ac.)
2.19 3.45
2.15
100 YEAR RUNOFF (cfs) 21.95
IMPERVIOUS (Ac.)
PRE-DEVELOPMENT CONDITIONS
STORM DRAINAGE SITE
TOTAL LIMITS (Ac.) 3.45
PERVIOUS (Ac.) 1.30 2 YEAR RUNOFF (cfs) 13.21 10 YEAR RUNOFF (cfs) 16.35
| C001_PRELIMINARY CONTRACTOR LAYDOWN AREA |
| C002_SITEWORK PROJECT BREAKDOWN PLAN |
| C100_DEMOLITION PLAN-BASE BID |
| C101_DEMOLITION PLAN-BID ALTERNATE |
| C200_SITE PLAN-BASE BID |
| C201_SITE PLAN-BID ALTERNATE |
| C300_GRADING & DRAINAGE PLAN-BASE BID |
| C301_GRADING & DRAINAGE PLAN-BID ALTERNATE |
| C310_DRAINAGE AREAS PLAN-BID ALTERNATE |
| C400_SITE UTILITY PLAN-BASE BID |
| C401_SITE UTILITY PLAN-BID ALTERNATE |
| C620_CIVIL DETAILS-SITE |
| C621_CIVIL DETAILS-SITE |
| C622_CIVIL DETAILS-SITE |
| C630_CIVIL DETAILS-STORM WATER |
| C631_CIVIL DETAILS-STORM WATER |
| C640_CIVIL DETAILS-WATER |
| C641_CIVIL DETAILS-SEWER |
| C700_EROSION CONTROL PLAN PHASE I-BASE BID |
| C701_EROSION CONTROL PLAN PHASE II-BASE BID |
| C710_EROSION CONTROL PLAN PASE I-BID ALTERNATE |
| C711_EROSION CONTROL PLAN PHASE II-BID ALTERNATE |
| C720_CIVIL DETAILS-EROSION CONTROL |
| C721_CIVIL DETAILS-EROSION CONTROL |
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