8-02 Mifflin TISIP CNSTR Plan.PDF
PDF 1 MB Posted
- Solicitation number
- Not on record
- Issued by
- Dauphin County, Harveys Lake Borough, Pennsylvania
About this file
This is a construction plan document for Dauphin County, Pennsylvania, related to the 2023 Transportation Infrastructure Safety Improvement Program (TISIP) Bundle #1, specifically detailing improvements for the Mifflin area. The project encompasses drainage improvements, guide rail upgrades, ADA ramp upgrades, and culvert replacement across multiple municipalities including Mifflin Township, Lykens Borough, Middle Paxton Township, and Millersburg Borough. Sealed bids for the project will be received online via PennBID until Friday, August 28, 2026, at 2:00 PM local time, with publicly opened bids immediately following. A mandatory pre-bid conference is scheduled for Wednesday, November 12, 2025, at 2:00 PM at the Dauphin County Administration Building, Commissioner's Public Hearing Room, located at 2 S 2nd St., 4th Floor, Harrisburg, PA 17101. The bidding documents are available for download through the designated website at https://pennbid.bonfirehub.com/, with the issuing office being Herbert, Rowland & Grubic, Inc., 369 East Park Drive, Harrisburg, PA 17111. All prospective bidders are urged to register as plan holders on the designated website to receive periodic updates, addenda, and official notifications.
Bid security in the form of a certified check or bid bond must be furnished with each bid in an amount not less than 10% of the bid value. Bids will remain valid for 60 days following the opening date. All bidders must comply with Pennsylvania Prevailing Wage Act requirements and the Public Works Employment Verification Act (Act 141 of 2022), which mandates use of the E-Verify system. The project is structured as a unit price contract with detailed itemized pricing for various construction activities including earthwork, asphalt installation, drainage systems, guide rail replacements, traffic control, and landscaping. The estimated project cost exceeds $25,000, triggering additional state regulatory requirements. No specific incumbent vendors are identified, and Dauphin County reserves the right to waive minor informalities and select the bid deemed most advantageous to the county's interests. While a specific total project budget is not disclosed in this document, the comprehensive scope across multiple municipalities and various infrastructure improvements indicates a substantial financial commitment to regional transportation and accessibility infrastructure.
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COUNTY TOWNSHIP BOROUGH ROUTE SECTION TOTAL SHEETS
DAUPHIN T-478 -MIFFLIN
TO STA LENGTHFROM STA FT MI
IN TOWNSHIP
DRAWINGS
FOR
319.00
CONSTRUCTION
0.060
DAUPHIN COUNTY
MIFFLIN
9+38.00 13+57.00
OVER LITTLE WICONISCO CREEK
T-478 (WEAVER RD)
HORIZONTAL
VERTICAL
SCALE
50 FEET0
0 10 FEET
DATE:
HARRISBURG, PA 17111
369 EAST PARK DRIVE
HERBERT, ROWLAND & GRUBIC, INC.
PREPARED BY
PROFESSIONAL ENGINEER
ALSO INCLUDED
STRUCTURE PLANS (L-462)
EROSION AND SEDIMENT POLLUTION CONTROL PLAN
TRAFFIC CONTROL PLAN
7 SHEETS
7 SHEETS
1 SHEET
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P
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BOARD OF SUPERVISORS
OF
TOWNSHIP ROUTE
HIGHWAY CLASSIFICATION
DESIGN SPEED
SHOULDER WIDTH
PAVEMENT WIDTH - 11 FT
- LOCAL, RURAL ROAD
- N/A
DESIGN DESIGNATION - T-478
- 25 MPH
CURRENT A.D.T
DESIGN YEAR A.D.T
D
D.H.V - 17 (K = 5%)
- 300 (2025)
- 50%
- 344 (2045)
T - 5%
TRAFFIC DATA
C O
M M
O
NWEALT
H
O F
P E
N N
S Y LV
A
N
I A
PROFESSIONAL
ENGINEER
REGISTERED
RAJESH KUMAR MOOLA
PE089722
07/23/2026
DISTRICT COUNTY ROUTE SECTION SHEET
OF
REV
NO
REVISIONS DATE BY APPD
2 58-0 T-478
MIFFLIN TOWNSHIP
-DAUPHIN
HARRISBURG, PA 17111
369 EAST PARK DRIVE
HERBERT, ROWLAND & GRUBIC, INC.
NONE
LIST OF EQUALITIES
TABULATION OF CONSTRUCTION LENGTH
TABULATION OF OVERALL LENGTH
GENERAL NOTES
SUMMARY OF TRAVERSE COORDINATES
COORDINATES
NORTHING
STATION
EASTING
OFFSETDESCRIPTION
SUMMARY OF PROJECT COORDINATES
COORDINATES
ROUTE
NORTHING
STATION
EASTING
POINT BEARINGS
PA STATE PLANE COORDINATE SYSTEM - PA SOUTH (NAD 83)
PA STATE PLANE COORDINATE SYSTEM - PA SOUTH (NAD 83)
SIDE
DO NOT IMPLY A PRECISION BEYOND TWO (2) PLACES.
NOTE: FOUR (4) PLACE COORDINATES ARE USED FOR COMPUTATIONAL PURPOSES ONLY AND
SHEET INDEX BLOCK
TITLE SHEET
DESCRIPTION SHEET
TYPICAL SECTIONS 3
GENERAL NOTES AND LOCATION MAP 2
S21°38'14"E 14+00.00
9+00.00
POT
POT
458789.5045
459254.2735
2212721.2653
2212536.9021
T-MAG (#2)
T-IP (#1)
�T-478 SURVEY & CONSTR
10+16.64
12.53
RT
2212748.8850
2212568.2600
458641.2750
459141.2310
T-478 STA 9+38.00 TO STA 13+57.00 = 419.00 FT = 0.079 MI
T-478 STA 9+88.00 TO STA 13+07.00 = 319.00 FT = 0.060 MI
5PROFILE SHEET
PLAN SHEET
S
U R
V E
Y
C O
N S
T R
T -4
F CUT/FILL SLOPE LIMITSC
CUT FILL
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P
L O
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STATE ROAD
TOWNSHIP ROAD
WATERWAY
LEGISLATIVE BOUNDRY LINE
LEGEND
SCALE
4000 FEET2000
LOCATION MAP
CREEK
WICONISCO
LITTLE
US 00
(T -4
W E
R T R
D
(T -5
S A
V
ID
G E R
D
(T -4
R O
A D
C A
P R
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(P H
IL
LI
PS
R
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SR
(SHIP
PEN D
AM R
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SR 4
(T -6
R E
IT
Z R
D
(T -4
W E A
V E
R R
D
TWP
PAXTON
UPPER
TWP
MIFFLIN
6/01/2010RC-10M
RC-11M
RC-12M
RC-13M
RC-51M
6/01/2010
6/01/2010
11/01/2022
BC-736M
RC-54M
BC-734M
BC-788M
2/08/2019RC-70M
6/13/2013TC-8702B BC-735M
BC-713M
DETAILS, OTHER THAN THOSE INDICATED, ARE ON THE FOLLOWING STANDARD DRAWINGS:
CONSTRUCT PROJECT IN ACCORDANCE WITH PENNDOT PUBLICATION 408 SPECIFICATIONS, DATED 2020, CHANGE NO. 11.
MORE BY MIFFLIN TOWNSHIP, A SECOND-CLASS TOWNSHIP. THERE IS NO PUBLIC RECORD OF ANY OTHER WIDTH.
ACT OF MAY 1, 1933. P.L. 103, SECTION 1105, AS AMENDED. IT HAS BEEN OPENED AND MAINTAINED FOR TWENTY-ONE YEARS OR THE LEGAL RIGHT-OF-WAY ON T-478, WEAVER ROAD, FROM STATION 9+38.00 TO STATION 13+57.00, IS 33 FEET, BASED ON THE
12/18/2024RC-50M
THERE ARE NO NAVIGABLE STREAMS ON THIS PROJECT.
20241923082.
THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES. A PA ONE CALL WAS PERFORMED PRIOR TO FIELD SURVEYING. SERIAL NO.
CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES IN COMPLIANCE WITH ACT 187 TO VERIFY RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION AND DEPTH OF ALL UTILITY LINES PRIOR TO THE COMMENCEMENT OF ANY DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES. IT SHALL BE THE CONTRACTORS LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE RECORD DRAWINGS PROVIDED BY UTILITY COMPANIES. LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM THE LOCATIONS OF UTILITIES AS SHOWN HEREON ARE BASED ON ABOVEGROUNS FEATURES, FIELD OBSERVATIONS/SURVEY, AND
2024 AND AUGUST 01, 2024.
TOPOGRAPHIC EXISTING CONDITIONS AND CONTOURS SHOWN ARE DERIVED FROM A FIELD RUN TOPOGRAPHIC SURVEY ON JULY 31, BOUNDARY SURVEY.
BOUNDARY LINES SHOWN ARE BASED ON RECORDED DEEDS AND PLANS WHILE NOT BEING THE RESULT OF A FIELD RUN
VRS NETWORK.
THE VERTICAL DATUM IS BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAV88). DERIVED THROUGH KEYNETGPS GNSS
ZONE DERIVED TROUGH KEYNETGPS GNSS VRS NETWORK.
THIS SURVEY HORIZONTALLY REFERENCES THE NORTH AMERICAN DATUM OF 1983 (NAD83) PENNSYLVANIA STATE PLANE, SOUTH
SEEDING AND SOIL SUPPLEMENTS - FORMULA L CLEAR ZONE MIX, INCLUDING MULCH FOR ALL OTHER AREAS.
FLATTER.
SEEDING AND SOIL SUPPLEMENTS - FORMULA B RESIDENTIAL MIX, INCLUDING MULCH FOR ALL LAWN AREAS WITH SLOPES 3:1 AND
UNLESS PREVIOUSLY AUTHORIZED BY THE TOWNSHIP.
THE COST OF ANY RESTORATION OR REPAIRS OUTSIDE THE LIMITS OF CONSTRUCTION SHALL BE BORNE BY THE CONTRACTOR, THE CONTRACTOR SHALL LIMIT THE WORK TO THE PUBLIC RIGHT-OF-WAY UNLESS OTHERWISE INDICATED ON THESE DRAWINGS.
ANY HAZARDOUS MATERIALS, AND WILL BE RESPONSIBLE FOR THE ACQUISITION OF ALL NECESSARY PERMITS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF UNWANTED MATERIALS, INCLUDING
RETAINS OWNERSHIP, TO A LOCATION SPECIFIED BY THE TOWNSHIP.
MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DELIVERY OF SALVAGED MATERIALS, FOR WHICH THE TOWNSHIP THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, SALVAGE, AND THE DETERMINATION OF OWNERSHIP OF REUSABLE
IMMEDIATELY REMOVE ANY CONSTRUCTION DEBRIS SPILLED OR MUD TRACKED ONTO THE STREETS.
ALL CONSTRUCTION EQUIPMENT SHALL BE FREE OF MUD PRIOR TO LEAVING THE CONSTRUCTION SITE. THE CONTRACTOR WILL
PEDESTRIAN ACCESS TO BUSINESSES AND RESIDENCES.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THE CONSTRUCTION SITE ORDERLY AND SAFE, TO MAINTAIN VEHICULAR AND
UNLESS SOONER RELINQUISHED IN WRITING BY THE DEPARTMENT.
PROJECT. THE EASEMENT IS REQUIRED ONLY UNTIL THE CONSTRUCTION OR WORK INDICATED BY THE PLAN IS COMPLETED, TEMPORARY CONSTRUCTION EASEMENT. AN EASEMENT TO USE THE LAND AS NECESSARY DURING CONSTRUCTION OF THE
PROTECTION LAW ACT 50 (P.L.852, NO. 287 AMENDED OCT. 30, 2017).
LINE IS STRUCK, DAMAGED, OR PREVIOUS DAMAGE IS DISCOVERED AS REQUIRED BY PENNSYLVANIA'S UNDERGROUND UTILITY LINE UTILITY COMMISSION THROUGH THE PA ONE CALL SYSTEM, WWW.PA1CALL.ORG, WITHIN TEN (10) BUSINESS DAYS AFTER A UTILITY
THE CONTRACTOR IS REQUIRED TO NOTIFY THE OWNER AND SUBMIT AN ALLEGED VIOLATION REPORT (AVR) TO THE PA PUBLIC
INFORMATION IS AVAILABLE AT https://www.pa1call.org/PA811/Public/.
CONTACT THE PA ONE CALL SYSTEM, INC., PHONE 1-800-242-1776, SERIAL NO. ______________ FOR MIFFLIN TOWNSHIP. ADDITIONAL THREE TO TEN WORKING DAYS PRIOR TO EXCAVATION BASED ON THE COMPLEXITY OF THE PROJECT, THE CONTRACTOR MUST
DO NOT INTERFERE WITH THE OPERATION OF ANY FIRE HYDRANT, FIRE CALL BOX, OR POLICE CALL BOX.
11/23/2022 11/23/2022
2/19/2021
9/30/2016
BC-798M 2/14/2023
11/23/2022
2/08/2019RC-73M
12/17/2019RC-77M
Know what'sbelow.
before you dig.Call
R
PURPOSES AND HRG IS NOT RESPONSIBLE FOR THEIR ACCURACY.
EMAIL HAVE BEEN PROVIDED FOR INFORMATIONAL AND CONVENIENCE
ONE CALL SYSTEM. ADDITIONALLY, AS REQUIRED BY PENNDOT, ADDRESSES AND
THE SERIAL NUMBER OF ONE CALL NOTICE AND THE TOLL FREE NUMBER OF THE
THE FACILITY OWNERS AS SHOWN ON THE LIST FROM THE ONE CALL SYSTEM,
AS REQUIRED BY PA ACT 287, AS AMENDED, HRG HAS PROVIDED THE NAME OF
EARTH'S SURFACE ANYWHERE IN THE COMMONWEALTH.
EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE
PENNSYLVANIA ACT 287 (1974) AS AMENDED, REQUIRES NOTIFICATION BY
TOWNSHIP
FINAL DESIGN SERIAL NO. _______________ ON _____________, 20____ FOR MIFFLIN -
TOWNSHIP.
PRELIMINARY DESIGN SERIAL NO. 20241923082 ON JULY 10, 2024 FOR MIFFLIN -
FOLLOWS:
THE PA ONE CALL NOTIFICATIONS PERFORMED DURING PROJECT DEVELOPMENT ARE AS
LIST OF PUBLIC UTILITIES
DO NOT IMPLY A PRECISION BEYOND TWO (2) PLACES.
NOTE: FOUR (4) PLACE COORDINATES ARE USED FOR COMPUTATIONAL PURPOSES ONLY AND
12/18/2024
12/18/2024
2/21/2024TC-8716
6/01/2010RC-75M
2/08/2019RC-74M
DAUPHIN COUNTY
MIFFLIN TOWNSHIP
T-478
STA 9+38.00
LIMIT OF WORK
DAUPHIN COUNTY
MIFFLIN TOWNSHIP
T-478
STA 13+57.00
LIMIT OF WORK
25' +50
A SCALED DIMENSION
THE HALF CIRCLED NUMBER INDICATES
10/07/2024BC-706M
CRAIG.PLETZ@FTR.COM
WILKES-BARRE, PA 18702
300 E LAIRD STREET
ATTN: KIP PLETZ
FRONTIER
C O
M M
ONWEALT
H
O F
P E
N N
S Y LV A
N
I A
PROFESSIONAL
ENGINEER
REGISTERED
RAJESH KUMAR MOOLA
PE089722
DISTRICT COUNTY ROUTE SECTION SHEET
OF
REV
NO
REVISIONS DATE BY APPD
-A
U G
-2
:5
P
L O
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O P
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LEGEND
MULCH WITH TOPSOIL FURNISHED AND PLACED
SEEDING AND SOIL SUPPLEMENTS - FORMULA L CLEAR ZONE MIX, INCLUDING
PLACE ASPHALT TACK COAT ON TOP OF BOX CULVERT AND BETWEEN ALL PAVEMENT LAYERS.
NOTE
MILLION ESALs, 25.0 MM MIX (3" MIN. TO 6" MAX. LIFT, AS NEEDED)
SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 0.3
LIFT, AS NEEDED)
64S-22, < 0.3 MILLION ESALs, 9.5 MM MIX, SRL-L (1 1/2" MIN. TO 2" MAX.
SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (LEVELING), PG
GEOTEXTILE, CLASS 4, TYPE A
SUBBASE 6" DEPTH (NO. 2A)
MILLION ESALS, 25.0 MM MIX, 4 1/2" DEPTH
SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 0.3
MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L
SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, < 0.3
8-0 DAUPHIN T-478 - 3 OF 5
MIFFLIN TOWNSHIP
GROUND
EXISTING
GROUND
EXISTING
TYPICAL SECTION - T-478
NOT TO SCALE
POINT
GRADE
10:1 10:1
2:
MATCH EXISTING
VARIES 3.0% TO
2.0'2.0'
�T-478 SURVEY & CONSTR
TYPE 31-S GUIDE RAIL (TYP.)
SUBBASE 6" DEPTH (NO. 2A) (TYP)
SHOULDER BACKUP INCIDENTAL TO
GROUND
EXISTING
NOT TO SCALE
2:1
2.0'
10:1
TYPICAL SECTION, RT - T-478
STA 10+54.09 TO STA 10+84.00
GROUND
EXISTING
2:1
2.0'
10:1
NOT TO SCALE
TYPICAL SECTION, LT - T-478
STA 12+05.00 TO STA 12+52.47
STA 10+53.79 TO STA 10+84.00
VARIES
PAVEMENT
EXISTING
PAVEMENT
EXISTING
VARIES
STA 11+60.65 (CULVERT) TO STA 12+05.00
STA 10+84.00 TO STA 11+36.91 (CULVERT)
VARIES VARIES
MATCH EXISTING
VARIES 11' TO
2:1
MATCH EXISTING
VARIES 11' TO
MATCH EXISTING
VARIES 3.0% TO
SUBBASE 6" DEPTH (NO. 2A) (AS NEEDED) SUBBASE 6" DEPTH (NO. 2A) (AS NEEDED)
FURNISHED AND PLACED FOR ALL LAWN AREAS
RESIDENTIAL MIX, INCLUDING MULCH WITH TOPSOIL
NOTE: SEEDING AND SOIL SUPPLEMENTS - FORMULA B
BARRIER (TYP)
PA 3-RAIL BRIDGE
3.0%3.0%
M
IN
M
IN
POINT
GRADE
�T-478 SURVEY & CONSTR
TRAVEL LANE
11'-4"
TRAVEL LANE
11'-4"
TOP OF BOX CULVERT
HARRISBURG, PA 17111
369 EAST PARK DRIVE
HERBERT, ROWLAND & GRUBIC, INC.
C O
M M
ONWEALT
H
O F
P E
N N
S Y LV A
N
I A
PROFESSIONAL
ENGINEER
REGISTERED
RAJESH KUMAR MOOLA
PE089722
TYPICAL SECTION - BITUMINOUS PAVING OVER BOX CULVERT
NOT TO SCALE
STA 11+36.91 TO STA 11+60.65
O A
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C O
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F
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O A
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T-478 (WEAVER RD)
INSTR #20210008693
AMOS M STOLTZFUS AND LINDA J STOLTZFUS
N/F
INSTR #20060020700
S & L SPINDLES, LLC
N/F
INSTR #2022030212
MICHAEL S LAPP AND DOROTHY LYNN LAPP
N/F
LI
TT
LE
W
IC
O
NI
SCO
C
REE
K
REBAR
PT #1
CONTROL
BM #3
T-478
STA 9+88.00
START WORK
DAUPHIN COUNTY
MIFFLIN TOWNSHIP
T-478
STA 9+38.00
LIMIT OF WORK
DAUPHIN COUNTY
MIFFLIN TOWNSHIP
T-478
STA 13+57.00
LIMIT OF WORK
T-478
STA 13+07.00
STOP WORK
T-478 SURVEY & CONST �9 10 11 12 13 1410 S21°38'14"E
STA 10+84.00
RECONSTRUCTION
BEGIN FULL DEPTH
STA 12+05.00
RECONSTRUCTION
END FULL DEPTH
R E
S E
T
(AS NEEDED)
REMOVE AND RESET FENCE
16' +82
55' +89
55' +12
25' +07
15' +07
25' +12
23' +91
18' +99
62' +04
62' +65
EASEMENT
CONSTRUCTION
TEMPORARY
EASEMENT
CONSTRUCTION
TEMPORARY
17' +88
23' +88
38' +99
LINE FOR TOWNSHIP ROAD
REQUIRED RIGHT-OF-WAY
LINE FOR TOWNSHIP ROAD
REQUIRED RIGHT-OF-WAY
30.00' +79.00
30.00' +35.00
15.4' +79.00
15.6' +35.00
17.3' +18.00
29.00' +18.00
29.00' +65.00
17.5' +65.00
+09.00
+80.00
.6
.5
' 1
.4
.7
DISTRICT COUNTY ROUTE SECTION SHEET
OF
REV
NO
REVISIONS DATE BY APPD
4 5-8-0
MIFFLIN TOWNSHIP
T-478DAUPHIN
SURVEY BOOK NUMBER 000208.0558
FOR PROFILE, SEE SHEET 5
SCALE
0 50 FEET25
-J
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:2
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TELEPHONE POLE #CT CO EV 1
TOP EDGE OF MAG SPIKE IN THE WESTERN SIDE OF
STA 9+79.10 OFF 12.71' LT
BM# 3 ELEV 571.95
UTILITY FACILITY TO BE RELOCATED (BY OTHERS)
GUIDE RAIL TABULATION
B A
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W
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H O
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EACH EACH STATIONS
EACH
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ID
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LT
RT
LT
RT
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12.5
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IN
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LEGEND
SELECTED BORROW EXCAVATION ROCK, CLASS R-7
FOR ADDITIONAL INFORMATION)
NATURAL STREAMBED MATERIAL (SEE STRUCTURE PLANS
GROUTED AND CHOKED WITH ROCK, CLASS R-4 AND
10+41 TO 11+43
10+33 TO 11+34
11+63 TO 12+65
11+54 TO 12+05
PROPOSED SIGN
HARRISBURG, PA 17111
369 EAST PARK DRIVE
HERBERT, ROWLAND & GRUBIC, INC.
C O
M M
ONWEALT
H
O F
P E
N N
S Y LV A
N
I A
PROFESSIONAL
ENGINEER
REGISTERED
RAJESH KUMAR MOOLA
PE089722
12.5
12.5
12.5
T-478 - PROFILE
VERTICAL
SCALE
HORIZONTAL
0 50 FEET
0 10 FEET
GRADE
GRAPHIC
STA 10+84.00
RECONSTRUCTION
BEGIN FULL DEPTH
STA 12+05.00
RECONSTRUCTION
END FULL DEPTH
ELEV 572.34
PVI STA 11+30.00
GRADE
GRAPHIC
ELEV 572.11
PVI STA 10+84.00
ELEV 572.16
PVI STA 11+67.00
ELEV 572.35
PVI STA 12+05.00
-0.50%
DAUPHIN COUNTY
MIFFLIN TOWNSHIP
T-478
STA 9+38.00
LIMIT OF WORK
DAUPHIN COUNTY
MIFFLIN TOWNSHIP
T-478
STA 13+57.00
LIMIT OF WORK
T-478
STA 13+07.00
STOP WORK
T-478
STA 9+88.00
STOP WORK
DATUM: 555
STA 11+36.91
BEGIN CULVERT
STA 11+60.65
END CULVERT
9 10 11
0 12
0 13
0 14
.4
.7
.2
.8
.3
.6
.0
G G
-5
.1
G G
-5
.2
G .2
DISTRICT COUNTY ROUTE SECTION SHEET
OF
REV
NO
REVISIONS DATE BY APPD
-J
U N
-2
:0
P
L O
T T
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O P
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A T
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F
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T-4788-0 DAUPHIN 5 5
MIFFLIN TOWNSHIP
HARRISBURG, PA 17111
369 EAST PARK DRIVE
HERBERT, ROWLAND & GRUBIC, INC.
C O
M M
O
NWEALT
H
O F
P E
N N
S Y LV
A
N
I A
PROFESSIONAL
ENGINEER
REGISTERED
RAJESH KUMAR MOOLA
PE089722
SURVEY BOOK NUMBER 000208.0558
FOR PLAN, SEE SHEET 4
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