6-70006.2 Land Development Set.pdf
PDF 6 MB Posted
- Attached to
- Tyrone Township Municipal Building - Phase 2
- Solicitation number
- Not on record
- Issued by
- Philadelphia County, Pennsylvania
About this file
This is a Final Land Development Plan for Tyrone Township Municipal Building prepared by Frederick, Seibert & Associates, Inc., a civil engineering firm, for Tyrone Township in Perry County, Pennsylvania. The project encompasses the construction of a new municipal building at 3129 Shermans Valley Road, Loysville, PA 17047, which will include municipal office space, a community hall, and ambulance facilities. The development plan comprises six sheets including a cover sheet, existing conditions plan, site plan, grading and utilities plan, profile plan, and construction details. Phase 2 of the project, currently under solicitation, involves constructing the community hall portion and paving the parking lot. Sealed proposals for Phase 2 are due by 5:00 p.m. on September 29, 2026, via the PennBid Program, with bid opening scheduled for that same date at the Loysville Community Center. An optional pre-bid meeting is scheduled for August 25, 2026, at 1:00 p.m. at the project site.
The development plan indicates the 3.471-acre municipal property will be served by public water and sewer systems managed by the Borough of Loysville Municipal Authority. The site contains no floodplain areas and requires compliance with Tyrone Township and Perry County regulations, including the Prevailing Wage Act for all workers on the project. The successful bidder will be required to post performance bonds at one hundred percent (100%) of the bid price, labor and material payment bonds at one hundred percent (100%) of the bid price, and a maintenance bond at ten percent (10%) of the bid price. Outside agency approvals required include an NPDES permit and Erosion & Sediment Control plan from the Perry County Conservation District and Pennsylvania Department of Environmental Protection. As-built drawings must be provided upon project completion, and the property owner is responsible for constructing sidewalks and concrete curbs to township specifications within six months of notification.
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Text version
SITE LOCATION
OWNER/DEVELOPER:
Tyrone Township
3129 Shermans Valley Road Landisburg, PA 17040
Attn: Michael Shaffer Email: michael.shaffer73@yahoo.com
Phone: (717) 789-4377
FINAL LAND DEVELOPMENT PLAN
FOR
TYRONE TOWNSHIP MUNICIPAL BUILDING
SITUATE ALONG THE NORTH SIDE OF SHERMANS VALLEY ROAD
AND TO THE EAST OF LOYSVILLE
PERRY COUNTY, PENNSYLVANIA
SCALE: 1" = 2000' USGS MAP (Landisburg 2019)
VICINITY MAP
CIVIL ENGINEER / SURVEYOR:
FSA INC.
15 East Main Street New Bloomfield, PA 17068
PM: Keith Moore EMAIL: KMoore@fsa-inc.com
SHEET INDEX
TYPE NUMBER TITLE
C-101 SHEET 1 COVER SHEET
C-102 SHEET 2 EXISTING CONDITIONS PLAN
C-103 SHEET 3 SITE PLAN
C-104 SHEET 4 GRADING PLAN
C-105 SHEET 5 PROFILE PLAN
C-106 SHEET 6 DETAILS
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I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of:
Professional Certification:
__________________, License # _________________, Expiration Date __________________.
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(7
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70006.2
MJE 04-15-2024
KDM KMoore@fsa-inc.com
Property ID 270.110-031
N/A
Cover Sheet
C-101 01 06
SP-___-____
Pennsylvania 043801E 09-30-2025
STATEMENT OF OWNERSHIP:
COMMONWEALTH OF PENNSYLVANIA
COUNTY OF __________________
ON THIS, THE _______ DAY OF ______________________ 20__, BEFORE ME THE
UNDERSIGNED OFFICER PERSONALLY APPEARED ________________________
BEING ____________________ OF __________________________________, THE
_______________________ OF THE PROPERTY SHOWN ON THIS PLAN, THAT
HE/SHE IS AUTHORIZED TO EXECUTE SAID PLAN , FURTHER ACKNOWLEDGES
THAT ALL STREETS OR PARTS THEREOF AND OTHER LANDS INTENDED TO BE
OFFERED FOR PUBLIC USE, IF NOT PREVIOUS DEDICATED, ARE HEREBY
OFFERED FOR DEDICATION TO PUBLIC USE AND DESIRE THE SAME TO BE
RECORDED AS SUCH ACCORDING TO LAW.
OWNER ________________________________________________
(SIGNATURE)
OWNER ________________________________________________
(PRINTED NAME)
WITNESS MY HAND AND NOTARIAL SEAL THE DAY AND THE DATE ABOVE
WRITTEN:
(NOTARY PUBLIC) (MY COMMISSION EXPIRES)
* INDIVIDUAL'S NAME
** INDIVIDUAL'S TITLE
**** IDENTIFY OWNERSHIP OR EQUITABLE OWNERSHIP
***** SIGNATURE & SEAL OF NOTARY PUBLIC
PERRY COUNTY PLANNING DEPARTMENT
THIS PLAN WAS REVIEWED BY THE PERRY COUNTY PLANNING DEPARTMENT THIS
_________ DAY OF _____________________, 20__.
DIRECTOR OF PLANNING
RECORDER OF DEEDS
RECORDED IN THE OFFICE FOR THE RECORDER OF DEEDS, IN AND FOR PERRY COUNTY,
PENNSYLVANIA, THIS__________ DAY OF _________________________, 20__.
INSTRUMENT NUMBER ________________________.
TYRONE TOWNSHIP BOARD OF SUPERVISORS
PLAN APPROVAL CERTIFICATION
THIS PLAN WAS APPROVED OR CONDITIONALLY APPROVED THIS _________ DAY OF
_____________________, 20___ BY THE TYRONE TOWNSHIP BOARD OF SUPERVISORS.
ALL CONDITIONS, IF ANY IMPOSED WITH RESPECT TO SUCH APPROVAL HAVE BEEN MET
ON THIS _________ DAY OF _____________________, 20___.
CHAIRMAN, BOARD OF SUPERVISORS
TOWNSHIP SECRETARY
BOROUGH OF LOYSVILLE MUNICIPAL AUTHORITY
APPROVED BY THE BOROUGH OF LOYSVILLE MUNICIPAL AUTHORITY AND ALL
CONDITIONS IMPOSED WITH RESPECT TO SUCH APPROVAL
WERE COMPLETED ON THIS _________ DAY OF _____________________, 20___.
SIGNATURE
TYRONE TOWNSHIP PLANNING COMMISSION
SIGNATURE BLOCK
THIS PLAN WAS RECOMMENDED FOR APPROVAL BY THE TYRONE TOWNSHIP PLANNING
COMMISSION ON THIS _________ DAY OF _____________________, 20___ .
CHAIRMAN, TYRONE TOWNSHIP PLANNING COMMISSION
APPROVALS & SIGNATURES
ZONING DATA
ZONING ORDINANCE PERRY COUNTY
ZONING DISTRICT VILLAGE
EXISTING USE MUNICIPAL
PROPOSED USE MUNICIPAL
LOT REQUIREMENTS
MINIMUM LOT AREA 18,750 S.F.
MINIMUM LOT WIDTH 100'
MAX. IMPERVIOUS COVERAGE 30%
MAX. BUILDING HEIGHT 30' PRIMARY, 24' ACCESSORY
MAX. BUILDING COVERAGE 30%
OPEN SPACE 60%
WATER SERVICE PRIVATE
SEWER SERVICE PUBLIC
YARD REQUIREMENTS
FRONT YARD MINIMUM DISTANCE 30' FROM RIGHT OF WAY
SIDE YARD MINIMUM DISTANCE 15' ON EACH SIDE
BACK YARD REQUIREMENT 30'
1. Any damage to adjoining public roads, utilities, etc. during construction will be repaired in kind by the contractor to Tyrone Township's specifications.
2. No subsurface investigation has been performed by Frederick, Aeibert and Associates, Inc. to determine ground water, rock, sinkholes or any other natural or man-made existing features.
3. FSA, Inc. assumes no liability for the location of any above ground and below ground utilities. Existing utilities are shown from the best available information. Contractor to field verify location and depth of all above and below ground utilities prior to construction. Contractor to contact PA One Call System Inc. at (800) 242-1776
4. The contractor shall locate existing utilities in advance of construction operations in the vicinity of proposed utilities.
5. Utility easements are offered for dedication to their respective authority upon approval and acceptance of said respective authority.
6. A 75' clear sight triangle is shown on the plan for the driveway connection to Shermans Valley Road. Within the required 75' clear sight triangles, no building or obstruction higher than twenty-four (24) inches above the grade of the center line of the streets shall be permitted in this area.
7. No trees, shrubs, fences, buildings, or improvements are permitted within any easements, existing or proposed, as shown on this plan
8. The contractor shall take all necessary precautions to protect the existing utilities and to maintain uninterrupted service.
Any damage incurred due to the contractor's operation shall be repaired immediately at the contractor's expense.
Contractor to use caution in areas where low hanging wires exist.
9. All utilities shall be cleared by a minimum of 1'-0". All utility poles shall be cleared by a minimum of 2'-0" or tunneled if required.
10. The contractor shall notify the following utilities or agencies at least five (5) days before starting work shown on these drawings:
PA One Call System (800) 242-1776 Tyrone Township (717) 789-4377 Perry County Conservation District (717) 582-8988 Ext. 4 Loysville Borough Municipal Authority (717) 789-3854
11. The contractor shall be responsible for coordination of his construction with the construction of other contractors.
12. The contractor shall notify the Architect/Engineer, before construction, of any conflicts between the plans and actual field conditions.
13. The contractor shall protect all utilities and culvert pipes during construction by insuring proper cover, increasing cover, or constructing roadway and parking through base course before loading site with heavy vehicles.
14. Job site safety is the sole responsibility of the contractor. The contractor shall perform all excavation in accordance with O.S.H.A. regulations for trench safety.
15. The contractor shall perform his own field inspection and surveys (if necessary) to determine the limit of earthwork needed to complete this project.
17. Load bearing fills (Class 1) proposed for support of buildings, walls, and other structures whose function thereof would be especially impaired by the settlement shall be compacted at optimum moisture content to a 95% density.
18. Load bearing fills (Class 2) proposed for support of roadways, pavement, and structures which would not be especially impaired by moderate settlement shall be compacted at optimum moisture content to a 90% density.
19. All fills shall be placed in approximately horizontal layers each layer having a loose thickness of not more than eight (8) inches for Class 1 and twelve (12) inches for Class 2.
20. The contractor shall be aware that in the event of discrepancy between scaled and figured dimensions shown on the plan, the figured dimensions shall govern.
21. Erosion and Sediment Control measures shall be installed per Erosion and Sediment Control plans, details and specifications.
22. The entire area included within the proposed limits of cut and fill shall be stripped of all root material, trash and other organic and otherwise objectionable, non-complying and unsuitable soils and materials. Unless otherwise directed by the Geotechnical Engineer.
23. It shall be distinctly understood that failure to mention specifically any work which would naturally be required to complete the project shall not relieve the contractor of his responsibility to complete such work.
24. A copy of the approved Erosion and Sediment Control plan & report must be available at the project site at all times.
25. The contractor must pay all inspection and reinspection fees.
26. The contractor is responsible for all dust control measures as they are needed.
27. The contractor is to provide all barricades and safety signage as needed.
GENERAL NOTES
1. The purpose of the plan is to construct a larger township building including municipal office space, a community hall, and ambulance facilities. The survey was performed by Burget & Associates, Inc. in the summer/fall of 2020. Additional topographic information has been shown from PASDA aerial mapping.
2. The proposed lots will be served by public water and sewer.
3. The site contains no floodplain areas as per Flood Insurance Rate Map 42099C0352E, effective date June 20, 2019 for Tyrone Township.
4. All water and sewer structures, lines, installation, etc. shall conform to Borough of Loysville Municipal Authority specifications.
5. All easements and right-of-ways have been shown on the plan.
6. Applicant shall comply with all current township regulations at the time of the filing of the preliminary plan.
7. Applicant shall comply with all current township regulations at the time of the filing of the final plan.
8. Applicant shall be responsible for paying for the installation of all street and traffic control signs required for the project, as deemed necessary by the township.
9. There are no deed restrictions in the deed to the property.
10. As-built drawings shall be provided to the township upon completion of construction.
11. Any field changes to the approved SWM designs must be addressed by the project design engineer and then submitted to the township engineer for review and approval. The township engineer shall have the discretion to determine if said changes shall go before the township Board of Supervisors for review and comment prior to any decision as to approval or denial of said change.
12. At the time of application for a building permit, issuance of the permit shall be conditioned upon adherence to the terms of the Tyrone Township Stormwater Management Ordinance.
13. The owner(s) of this property, upon notification by Tyrone Township, shall be responsible for the construction of sidewalks to township specifications within six (6) months of the date of said notification.
14. The owner(s) of this property, upon notification of Tyrone Township, shall be responsible for the construction of concrete curbs to township specifications within six (6) months of the date of said notification.
15. Tyrone Township has the right to enter the property to inspect drainage easements and the stormwater facilities contained within them. In the event that the landowner fails to maintain drainage easements and stormwater facilities contained within them, and, in the event that the operation of the facilities contained within said easement areas are malfunctioning, adversely effecting adjacent or downstream properties or are crucial for the overall public safety and welfare of the residents of the township, Tyrone Township has the right to access and maintain the said easements and stormwater drainage and management facilities. The cost associated with the inspections, maintenance, and repairs shall be assessed to the property owner.
SITE NOTES
The following outside agency approvals are required:
1. NPDES Permit Perry County Conservation District
Pennsylvania Department of Environmental Protection
2. Erosion & Sediment Control Perry County Conservation District
OUTSIDE AGENCY APPROVALS
637639
640641642643
656657658
637639
640641642643
656657658
S 34°27'03" E 461.50'
N 53°20'27" E 243.90'
N 34°16'43" W
45.89'
N 38°44'16" E 104.56'
N 34°16'43" W
378.63'
S 55°06'28" W 345.10'
OH OH OH
O H
O H
O H
O H
O H
O H
O H
O H
OH OH OH OH OH OH OH OH OH
O H
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WHITE LINE
WHITE LINE
DOUBLE
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FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
10'
SEWER EASEMENT LINE
10' UTILITY EASEM
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PER INST. 201306909
10' UTILITY EASEM
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PER INST. 201308091 (TOW
NSHIP)
EX. FORCE MAIN (PRIVATE)
EX. FORCE MAIN (PRIVATE)
IP (FOUND)
IP (FOUND)
CONC. MON.
(FOUND)
IP (FOUND)
IP (FOUND)
IP (FOUND)
CONC. MON.
(FOUND)
CONC. MON.
(FOUND)
IP (FOUND)
IP (FOUND)
IP (FOUND)
PRIVATE ROW TO
NEIGHBORING LANDS
PAVEMENT
PAVEMENT
PAVEMENT
PAVEMENT
GRAVEL
SURFACE
GRAVEL
SURFACE
GRAVEL
SURFACE
WELL
IP (FOUND)
SS MH
SS MH
UP
UP
UP
UP
UP
S S
S S
SS
SS
SS
SPIGOT
EX. MUNICIPAL
BUILDING
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EX. OUT BUILDING
SHED
EX. OUT BUILDING
SHED
SIGN
SIGN
SIGN
SS
SS
SS
SS
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END PUBLIC SEWER LATER
AND BEGIN PRIVATE SEWER LATERAL
SR 274
28' CARTWIDTH/ 36' ROW
LEGAL ROW LINE
N/F
YEARICK, CRAIG & LINDA
PIN: 270.126.01-001.001
DB 671 PG 66
LOT 1
PLAN 43 PG 25
20' M
BSL
20' M
BSL
20' M
BSL
30' MBSL
30' MBSL
30' MBSL
N/F
TYRONE TOWNSHIP
PIN: 270.111.00-031.000
DB 316 PG 307
LOT 3 & PART OF LOT 2
3.471 AC
N/F
HOOVER, JOHN & ARLENE
PIN: 270.111.00-032.000
DB 1348 PG 162
NEW LOT 2
48.69 AC
N/F
HOOVER, JOHN & ARLENE
PIN: 270.111.00-032.000
DB 1348 PG 162
NEW LOT 4
1.96 AC
N/F
HOOVER, JOHN & ARLENE
PIN: 270.111.00-032.000
DB 1348 PG 162
NEW LOT 5
1.14 AC
AbB
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BUILDING
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SHED TO
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SHED TO
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SEPTIC TO
BE
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GRAVEL TO
BE
REMOVED
PAVEMENT
TO BE
REMOVED
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I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of:
Professional Certification:
__________________, License # _________________, Expiration Date __________________.
SHEET OF
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(7
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70006.2
MJE 04-15-2024
KDM KMoore@fsa-inc.com
1" = 30'
Existing Conditions Plan
C-102 02 06
SP-___-____
Pennsylvania 043801E 09-30-2025
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
30 15
30 60 120
AutoCAD SHX Text N
S 34°27'03" E 461.50'
N 53°20'27" E 243.90'
N 34°16'43" W
45.89'
N 38°44'16" E 104.56'
N 34°16'43" W
378.63'
S 55°06'28" W 345.10'
OH OH OH
O H
O H
O H
O H
O H
O H
O H
O H
OH OH OH OH OH OH OH OH OH
O H
O
H OH OH
WHITE LINE
WHITE LINE
DOUBLE
YW LINE36'
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
10'
SEWER EASEMENT LINE
10' UTILITY EASEM
ENT
PER INST. 201306909
10' UTILITY EASEM
ENT
PER INST. 201308091 (TOW
NSHIP)
EX. FORCE MAIN (PRIVATE)
EX. FORCE MAIN (PRIVATE)IP (FOUND)
IP (FOUND)
CONC. MON.
(FOUND)
IP (FOUND)
IP (FOUND)
IP (FOUND)
CONC. MON.
(FOUND)
IP (FOUND)
IP (FOUND)
IP (FOUND)
PRIVATE ROW TO
NEIGHBORING LANDS
PAVEMENT
PAVEMENT
IP (FOUND)
SS MH SS MH
UP
UP
UP
UP
UP
EX. OUT BUILDING
SIGN SIGN
SIGN
SS
SS
SS
SS
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END PUBLIC SEWER LATER
AND BEGIN PRIVATE SEWER LATERAL
SR 274
28' CARTWIDTH/ 36' ROW
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N/F
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PIN: 270.126.01-001.001
DB 671 PG 66
LOT 1
PLAN 43 PG 25
20' M
BSL
20' M
BSL
20' M
BSL
30' MBSL
30' MBSL
30' MBSL
N/F
TYRONE TOWNSHIP
PIN: 270.111.00-031.000
DB 316 PG 307
LOT 3 & PART OF LOT 2
3.471 AC
HOOVER, JOHN & ARLENE
PIN: 270.111.00-032.000
DB 1348 PG 162
NEW LOT 2
48.69 AC
N/F
HOOVER, JOHN & ARLENE
PIN: 270.111.00-032.000
DB 1348 PG 162
NEW LOT 4
1.96 AC
N/F
HOOVER, JOHN & ARLENE
PIN: 270.111.00-032.000
DB 1348 PG 162
NEW LOT 5
1.14 AC
SHERMANS VALLEY ROAD
TO MONTOUR CREEK
SS
SS
SS
S S
S S
S S
S S
GRINDER
PUMP
FFE: 650'
649.5
SS
S S
SS
SS
SS
SS
SS
638639640
W W
MUNICIPAL
BUILDING
INLET 1
INLET 2
INLET 3
INLET 4
RIPRAP APRON
10'
49.5'
25'
24'
24'
18' r=10 r=3 r=35 r=35 r=5 r=5 r=5 r=5
56'
120LF 15"
HDPE @ 0.8%
95LF 15"
HDPE @ 1%
LF
5"
H D
PE
1.
6%
122LF 18"
HDPE @
2.8%
20'
R5'R2'
24'
153.63'
50'
22.69'
64.31'
50'
72.69'
FFE: 650'
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FR
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IC
K, S
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, I
NC
fs a-in c.
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SA
I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of:
Professional Certification:
__________________, License # _________________, Expiration Date __________________.
SHEET OF
TY
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(7
) 7
-4
70006.2
MJE 04-15-2024
KDM KMoore@fsa-inc.com
Property ID 270.110-031
1" = 30'
SITE
PLAN
C-103 03 06
SP-___-____
Pennsylvania 043801E 09-30-2025
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
30 15
30 60 120
S 34°27'03" E 461.50'
N 53°20'27" E 243.90'
N 34°16'43" W
45.89'
N 38°44'16" E 104.56'
N 34°16'43" W
378.63'
S 55°06'28" W 345.10'
OH OH OH
O H
O H
O H
O H
O H
O H
O H
O H
OH OH OH OH OH OH OH OH OH
O H
O
H OH OH
WHITE LINE
WHITE LINE
DOUBLE
YW LINE36'
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
10'
SEWER EASEMENT LINE
10' UTILITY EASEM
ENT
PER INST. 201306909
10' UTILITY EASEM
ENT
PER INST. 201308091 (TOW
NSHIP)
EX. FORCE MAIN (PRIVATE)
EX. FORCE MAIN (PRIVATE)IP (FOUND)
IP (FOUND)
CONC. MON.
(FOUND)
IP (FOUND)
IP (FOUND)
IP (FOUND)
CONC. MON.
(FOUND)
CONC. MON.
(FOUND)
IP (FOUND)
IP (FOUND)
IP (FOUND)
PRIVATE ROW TO
NEIGHBORING LANDS
PAVEMENT
PAVEMENT
IP (FOUND)
SS MH SS MH
UP
UP
UP
UP
UP
EX. OUT BUILDING
SIGN SIGN
SIGN
SS
SS
SS
SS
CO
END PUBLIC SEWER LATER
AND BEGIN PRIVATE SEWER LATERAL
SR 274
28' CARTWIDTH/ 36' ROW
LEGAL ROW LINE
20' M
BSL
20' M
BSL
20' M
BSL
30' MBSL
30' MBSL
30' MBSL
N/F
TYRONE TOWNSHIP
PIN: 270.111.00-031.000
DB 316 PG 307
LOT 3 & PART OF LOT 2
3.471 AC
N/F
HOOVER, JOHN & ARLENE
PIN: 270.111.00-032.000
DB 1348 PG 162
NEW LOT 2
48.69 AC
N/F
HOOVER, JOHN & ARLENE
PIN: 270.111.00-032.000
DB 1348 PG 162
NEW LOT 4
1.96 AC
N/F
HOOVER, JOHN & ARLENE
PIN: 270.111.00-032.000
DB 1348 PG 162
NEW LOT 5
1.14 AC
SHERMANS VALLEY ROAD
UNNAMED TRIBUTARY
TO MONTOUR CREEK
SS
SS
SS
S S
S S
S S
S S
GRINDER
PUMP
EMERGENCY
SPILLWAY
FFE: 650'
OUTLET
STRUCTURE
649.5
SS
S S
SS
SS
SS
SS
SS
638639640
W W
637639
640641642643
656657658
MUNICIPAL
BUILDING
INLET 1
INLET 2
INLET 3
INLET 4
RIPRAP APRON
1.5" Sch 40 PVC
1.5" Sch 40 PVC
SW
AL
E
END SECTION-1
INV.
STATION (DH 502 - 129)
see detail
SWM BASIN
SEE PCSM PLAN
TP
TP
TP
P:
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PR
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SCALE
EMAILPROJECT MANAGER
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PROJECT NO.
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K, S
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, I
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fs a-in c.
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I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of:
Professional Certification:
__________________, License # _________________, Expiration Date __________________.
SHEET OF
TY
RO
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T
W P.
B
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P er ry C ou nt y, P
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T ow ns hi p
S he rm an s
Va lle y Ro ad , L an di sb ur g
PA
(7
) 7
-4
70006.2
MJE 04-15-2024
KDM KMoore@fsa-inc.com
Property ID 270.110-031
1" = 30'
GRADING &
UTILITIES PLAN
C-104 04 06
SP-___-____
Pennsylvania 043801E 09-30-2025
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
30 15
30 60 120
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80
0+90 1+00
1+10 1+20
1+30 1+40
120LF 15" HDPE @0.65%
95LF 15" HDPE @1.02%
76LF 15" HDPE @1.4%
INLET 1
TOG: 647.28
INV OUT: 644.53'
INLET 2
TOG: 648'
INV IN: 643.53'
INV OUT: 643.53'
INLET 3
TOP: 648.78'
INV IN: 642.78'
INV OUT: 642.78'
15" IN & OUT
I1 TO I2
HORZ: 1" = 10'
VERT: 1" = 5'
I2 TO I3
HORZ: 1" = 10'
VERT: 1" = 5'
I3 TO I4
HORZ: 1" = 10'
VERT: 1" = 5'
I4 TO OUTLET
HORZ: 1" = 10'
VERT: 1" = 5'
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00
1+10
122LF 18" HDPE @ 2.8%
INLET 4
TOP: 645.72'
INV IN: 641.72' 15"
INV OUT: 641.47' 18"
TYPE D ENDWALL
INV OUT: 638'
INLET 4
TOP: 645.72'
INV IN: 641.72' 15"
INV OUT: 641.47' 18"
INLET 3
TOP: 648.78'
INV IN: 642.78'
INV OUT: 642.78'
15" IN & OUT
INLET 2
TOG: 648'
INV IN: 643.53'
INV OUT: 643.53'
1+20 1+30
S 34°27'03" E 461.50'
N 53°20'27" E 243.90'
N 34°16'43" W
45.89'
N 38°44'16" E 104.56'
N 34°16'43" W
378.63'
S 55°06'28" W 345.10'
OH OH
O H
O H
O H
O H
O H
O H
OH OH OH OH OH OH OH
O H
OH OH
WHITE LINE
WHITE LINE
DOUBLE
YW LINE36'
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
10'
SEWER EASEMENT LINE
10' UTILITY EASEM
ENT
PER INST. 201306909
10' UTILITY EASEM
ENT
PER INST. 201308091 (TOW
NSHIP)
EX. FORCE MAIN (PRIVATE)
EX. FORCE MAIN (PRIVATE)
IP (FOUND)
IP (FOUND)
CONC. MON.
(FOUND)
IP (FOUND)
IP (FOUND)
IP (FOUND)
CONC. MON.
(FOUND)
CONC. MON.
(FOUND)
IP (FOUND)
IP (FOUND)
IP (FOUND)
PRIVATE ROW TO
NEIGHBORING LANDS
PAVEMENT
PAVEMENT
IP (FOUND)
SS MH
SS MH
UP
UP
UP
UP
UP
EX. OUT BUILDING
SIGN
SIGN
SIGN
SS
SS
SS
CO
END PUBLIC SEWER LATER
AND BEGIN PRIVATE SEWER LATERAL
SR 274
28' CARTWIDTH/ 36' ROW
LEGAL ROW LINE
N/F
YEARICK, CRAIG & LINDA
PIN: 270.126.01-001.001
DB 671 PG 66
LOT 1
PLAN 43 PG 25
20' M
BSL
20' M
BSL
20' M
BSL
30' MBSL
30' MBSL
30' MBSL
N/F
TYRONE TOWNSHIP
PIN: 270.111.00-031.000
DB 316 PG 307
LOT 3 & PART OF LOT 2
3.471 AC
N/F
HOOVER, JOHN & ARLENE
PIN: 270.111.00-032.000
DB 1348 PG 162
NEW LOT 2
48.69 AC
N/F
HOOVER, JOHN & ARLENE
PIN: 270.111.00-032.000
DB 1348 PG 162
NEW LOT 4
1.96 AC
N/F
HOOVER, JOHN & ARLENE
PIN: 270.111.00-032.000
DB 1348 PG 162
NEW LOT 5
1.14 AC
AbB
CaD CaC
SHERMANS VALLEY ROAD
UNNAMED TRIBUTARY
TO MONTOUR CREEK
CaD
SS
SS
S S
S S
S S
GRINDER
PUMP
EMERGENCY
SPILLWAY
FFE: 650'
OUTLET
STRUCTURE
649.5
SS
SS
SS
SS
SS
638639640
W
637639 638
640641642643
656657658
MUNICIPAL
BUILDING
INLET 1
INLET 2
INLET 3
INLET 4
RIPRAP APRON
1.5" Sch 40 PVC
1.5" Sch 40 PVC
SW
AL
E
END SECTION-1
INV.
STATION (DH 502 - 129)
see detail
SWM BASIN
SEE PCSM PLAN
TP
TP
TP
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00
BUILDING CUT: 163 Sq.Yd FILL: 210 Sq.Yd
SECTION 3
HORZ: 1"=20'
VERT: 1"=5'
635635
GRINDER PUMP STATION
INV IN: 641.25
INV OUT: 641.95
66LF 1.5" PIPE @ 17%
16.5LF
1.5" PIPE
@ 25%EXIST. 1.5"
FORCE MAIN
P:
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IN
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EMAILPROJECT MANAGER
DATEDWN BY
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PROJECT NO.
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K, S
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NC
fs a-in c.
co m
SA
I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of:
Professional Certification:
__________________, License # _________________, Expiration Date __________________.
SHEET OF
TY
RO
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T
W P.
B
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FI
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LA
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T ow ns hi p
S he rm an s
Va lle y Ro ad , L an di sb ur g
PA
(7
) 7
-4
70006.2
MJE 04-15-2024
KDM KMoore@fsa-inc.com
Property ID 270.110-031
AS SHOWN
PROFILE
PLAN
C-105 05 06
SP-___-____
Pennsylvania 043801E 09-30-2025
1 inch = ft.
1 inch = ft.
1 inch = ft.
1.5R-414.51018EW-1
0% SLOPE
d (FEET)
THICKNESS
PLACEMENT
DIAMETER, D
(INCH)
PIPE
ENDWALL
ROCK, CLASS R-*
W (FEET)
WIDTH
L (FEET)
LENGTH ROCK,
CLASS R-*
SECTION PENNDOT CLASS 2,
TYPE A GEOTEXTILE
PIPE
3D
D
PIPE
L d
W
NOT TO SCALE
RIP-RAP OUTLET PROTECTION
TWO #4 BARS
'L'
12''
6'' MIN.
12''
6''
6''
SIDE
ELEVATION
PLAN
'D'
1/2" DIA. GALV. GUARD BARS ON 6"
CENTERS ATTACHED WITH 3/8" DIA.
STAINLESS STEEL ANCHORS
SECTION
TYPE M INLET TOP
NOT TO SCALE
PLAN
8"
6" 2' 6"
#3 REBAR
INLET GRATE
3'
2'-2 1/2"
3'- 11 3/4"
4'-9 1/4"PLAN
SECTION
NOT TO SCALE
PRECAST INLET BOX - 2' x 4'
* RISER SECTIONS AVAILABLE
FROM 12" TO 60"
6"
2'
6"
6"
#3 REBAR @ 12"
HOLE CAST
AS REQUIRED
5'-7" MAX
BOX HEIGHT
6"
3'-9 1/4" 6"
TYPE 'M' INLET
w/ WEEP HOLES
P:
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PROJECT NO.
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ER
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K, S
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BE
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A
SS
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, I
NC
fs a-in c.
co m
SA
I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of:
Professional Certification:
__________________, License # _________________, Expiration Date __________________.
SHEET OF
TY
RO
NE
T
W P.
B
UI
LD
IN
G
FI
NA
L
LA
ND
D
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. P
LA
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S he rm an s
Va lle y Ro ad
Ty ro ne T ow ns hi p
P er ry C ou nt y, P
A Ty ro ne
T ow ns hi p
S he rm an s
Va lle y Ro ad , L an di sb ur g
PA
(7
) 7
-4
70006.2
MJE 4-15-2024
KDM KMoore@fsa-inc.com
PROPERTY ID
270.111-031
AS SHOWN
DETAILS
SHEET
C-106 06 06
SP-___-____
Pennsylvania 043801E 09-30-2025
EQUAL EQUAL
FOR LAYOUT ONLY
6"X6" SQUARESC
EN
TE
R
IN
P
AR
KI
N
G
8'-0"
16'-0"
20'-0"
6" STRIPES COLOR
AS PER SPECS
DEPRESSED CURB TO BE FLUSH
WITH BITUMINOUS PAVEMENT
2'-0"
NOT TO SCALE
CONCRETE
SIDEWALK
HANDICAP
SIGNAGE
WHEEL
STOP
45°
NOT TO SCALE
GRID FOR LAYOUT ONLY
ONE SQUARE = 6" X 6"
HANDICAP - SYMBOL - LAYOUT
HANDICAPPED PARKING LAYOUT
4" - 2A MODIFIED SURFACE
6" - SHALE BASE
COMPACTED SUBBASE
NOT TO SCALE
TYPICAL PAVEMENT SECTION
NOT TO SCALE
INFILTRATION BASIN EMERGENCY SPILLWAY
3:1
10'
TOP OF BERM 642.00
3:1
SPILLWAY INV. 640.5
1.9'
NOT TO SCALE
INFILTRATION BASIN SECTION
3:1
TOP OF BERM 642.008'
BASIN BOTTOM 638.00
3:1
EMERGENCY SPILLWAY
ELEVATION 640.5
29LF 15" HDPE PIPE @1%
INV IN: 638.00
INV OUT: 637.73
24"x6" RECTANGULAR ORIFICE INV: 639.35
TOP OF GRATE 641
HEADWALL
RIPRAP
APPRON
| Sheets and Views |
| 70006.2 LD-1 Cover Sheet-Layout |
| 70006.2 LD-3 Ex Cond-Layout |
| 70006.2 LD-4 Site-Layout |
| 70006.2 LD-5 Grading-GRADING |
| 70006.2 LD-5 Grading-PROFILES |
| 70006.2 LD-6 Details-Layout |
File details come from the government source that posted it. Updated .