1-STA - I-83 SEWER - PS No 9 HOP.pdf
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- Attached to
- PENNDOT SR 0083-078 EISENHOWER INTERCHANGE PUMP STATION NO. 9 & SANITARY SEWER RE-ROUTING
- Solicitation number
- Not on record
- Issued by
- Dauphin County, Harveys Lake Borough, Pennsylvania
About this file
This is a design specification document for Pump Station No. 9 prepared for Swatara Township Authority in support of the SR 0083-078 Eisenhower Interchange project located in Harrisburg, Pennsylvania. The document establishes benchmark elevations and locations for a sanitary sewer re-routing and pump station construction project. The specifications include seventeen benchmark monuments (BM-B through BM-W and BM-6 through BM-12, plus BM-BAW 376, BM-BAW 378, and BM-G078) with documented elevations ranging from 155.000 to 504.976 feet, precise station locations along various state routes and township roads, and directional references. The project encompasses construction of a new suction lift triplex wastewater pump station with associated infrastructure including pump station building, force main installation, gravity sanitary sewer lines, and restoration of disturbed areas. The design documents are organized into sixteen sheets covering site layout plans, sanitary and force main profiles and plans, and design details.
The specification sheet provides comprehensive surveying data establishing vertical and horizontal control for construction activities across multiple roadways including State Routes 0283, 8027, 3003, 3010, 3037, 3030, 3012, 3006, 0083, and 9404, as well as township roads. Soil classifications and subsurface conditions are documented throughout the project corridor using standard abbreviations including FM (fill material), S (sand), G (gravel), OH (organic silt/clay), UE (undifferentiated earth), UT (undifferentiated till), and W (water). The benchmark data facilitates accurate construction staking and verification of grades for the pump station, sewer lines, and related infrastructure. Bid documents are available through the PennBid program with a bid opening date of November 12, 2026, and the project is divided into four separate contracts for general construction, electrical work, HVAC work, and plumbing work.
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Other files
| File | Type | Posted |
|---|---|---|
| 2-SR0083-078 C1 Geotech Data for STA.pdf | ||
| 3-STA - I-83 SEWER - PS No 9 CONSTR.pdf | ||
| 4-Full-Project Manual-Swatara I83-PS9.pdf |
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Text version
PS NO.9
BENCHMARK ID ELEVATION ROAD ID STATION LT / RT DESCRIPTION
BM-B 450.163
SR 0283
(SB INTERIM) 2020+53.13 296.07' LT L CUT ON HEADWALL
BM-C 398.501
SR 8027
(RAMP 00 INTERIM) 300+83.92 324.28' LT L CUT IN ENDWALL
BM-D 401.948
SR 3003
(40TH STREET) 668+82.46 30.32' RT
L CUT ON BASE
OF SIGNLA POLE
BM-E 392.262
SR 3010
(PAXTON STREET) 6051+70.31 26.97' RT L CUT ON INLET HOOD
BM-F 387.793 SR 3010 6041+57.02 39.39' LT L CUT ON INLET HOOD
BM-G 401.322 SR 3010 6030+04.42 31.33' LT
SQUARE CUT ON BASE
OF SIGNAL POLE
BM-H 373.672 SR 3010 6019+32.74 25.89' LT L CUT ON OLD SIGN BASE
BM-I 368.943 CITY PARK DRIVE 861+98.90 30.89' LT L CUT ON CURB
BM-J 364.184 SR 0083 1022+48.11 97.47' RT L CUT ON INLET HOOD
BM-K 373.853 SR 0083 1001+85.54 164.63' RT
RR SPIKE IN
PPL POLE 25335 S33790
BM-N 155 400.000
SR 0283
(SB INTERIM) 2136+38.75 151.23' RT
CGS DISK ON EAST END
OF SOUTH HEADWALL OF
ABANDONED UNDERPASS
BM-P 415.028
SR 3037
(PAXTON STREET CONNECTOR) 4009+17.93 5.77' RT
SQUARE CUT
MOUNTABLE CURB
BM-Q 424.274
SR 3030
(PENHAR DRIVE) 771+88.2 0.97' LT
SQUARE CUT ON
STORM STRUCTURE
BM-R 384.870
SR 3012
(DERRY STREET 741+01.27 11.13' LT L CUT ON CURB
BM-S 385.973
T629
(EAST PARK DRIVE) 892+45.88 24.81' RT L CUT ON CURB
BM-T 400.238 SR 0083 304+65.34 165.86' LT
SQUARE CUT ON SEWER
MANHOLD STRUCTURE
BM-U 387.621 T369 824+43.94 47.90' LT
SQUARE CUT ON DECK OF
BRIDGE TO SUBSTATION
BM-V 422.669 SR 0083 74+71.14 309.02' RT L CUT ON INLET HOOD
BM-W 504.976
T392
(PEIFFERS LANE) 852+98.68 18.87' LT L CUT ON CURB
BM-6 400.006 SR 0083 1008+43.59 131.35' LT
SQUARE CUT ON SOUTHWEST
CORNER OF WHEEL GUARD
BM-7 356.274 SR 9404 1303+47.62 26.44; RT
SQUARE CUT ON NORTHWEST
CORNER OF WHEEL GUARD
BM-8 405.054 SR 9404 1321+59.93 35.39' RT
SQUARE CUT ON SOUTHWEST
CORNER OF PARAPET
BM-9 423.382
SR 3003
(40TH STREET) 676+82.99 34.51' RT
PDH DISK ON 40TH STREET
BRIDGE OVER RAILROAD
BM-10 438.240
SR 3037
(PAXTON STREET CONNECTOR) 4018+76.92 355.47' LT
PDH DISK ON BRIDGE OVER
RAILROAD
BM-11 420.080
SR 8027
(RAMP 00 INTERIM) 303+12.73 277.43' LT
PDH DISK ON I-83
NB RAMP TO I-283 SB
BM-12 443.640
SR 3006
(CHAMBERS HILL ROAD) 706+77.41 32.54' RT
PDH DISK ON CHAMBERS HILL
ROAD BRIDGE OVER I-283
BM-BAW 376 378.390
T629
(EAST PARK DRIVE) 882+71.03 18.34' RT
SQUARE CUT IN
CENTER OF HEADWALL
BM-BAW 378 443.930
T392
(PEIFFERS LANE) 841+47.31 13.72' RT
SQUARE CUT ON SOUTHWEST
CORNER OF INLET
BM-G078 418.230
SR 0283
(NB INTERIM) 31+11.02 95.03' LT BRASS DISK ON CATCH BASIN
X X X X X X X X X X X X
OH OH
T
OH
UE
G
FM FM
UD UD
SOILS
FM FM
S
LOD
S
S
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S S
S S
G G G G G
G G G G
OH
OH
OH
OH
OH
OH
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OH
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OH
OH
OH
OH
G
G
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G
G
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S
S
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S
S
S
S
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S
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S
S
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12FS
12FS
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FM FM FM FM FM FM FM FM FM FM FM FM
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G
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OH
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OH OH OH OH OH OH OH OH OH OH OH OH OH OH
OH OH
G
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U E
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OH OH OH OH OH OH OH OH OH
OH OH OH OH OH OH OH OH OH OH OH OH
OH OH OH OH OH OH OH OH OH
OH OH OH OH OH OH OH OH OH OH OH OH OH
UE
UE
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O H
O H
O H
O H
O H
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S S S S
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G G
UT
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G G G G G
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FM FM FM
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G G G G G G G G G
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OH
OH OH
OH OH OH OH OH OH
OH OH OH OH OH OH OH OH OH OH
OH
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OH OH OH OH OH
O H
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UT UT UT UT UT
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FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFM FM FM FM FM
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OH
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OH
OH OH OH OH OH OH OH
OH
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S S
S S
S S
S S
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G G G G
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FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFM FM FM FM FM FM FM FM FM FM FM
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S S S
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OH OH OH OH OH OH OH OH OH OH OH
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| Sheets and Views |
| 1 HOP1-PS 9-TITLE SHEET |
| 2 HOP2-PS 9-INDEX, LEGEND |
| 3 HOP3-PS 9-NOTES |
| 4 HOP4-PS 9-TCP |
| 5 HOP5-PS 9-SITE LAYOUT PLAN |
| 6 HOP6-SS-P&P 0+00-3+50 |
| 7 HOP7-SS-P&P 3+50-10+50 |
| 8 HOP8-SS-P&P 10+50-17+50 |
| 9 HOP9-SS-P&P 17+50-24+50 |
| 10 HOP10-SS-P&P 1+00-2+41 |
| 11 HOP11-FM-P&P 0+00-6+50 |
| 12 HOP12-FM-P&P 6+50-13+50 |
| 13 HOP13-FM-P&P 13+50-20+50 |
| 14 HOP14-FM-P&P 20+50-24+11 |
| 15 HOP15-PS 9-P&P STORM SEWER |
| 16 HOP16-PS 9-DESIGN DETAILS |
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