2-24LAT-01 CDs 05.20.2026 (BID SET).pdf

PDF 24 MB Posted May 21, 2026

Attached to: Beacon Hill Radar Site Park– Phase 1 contains one (1) contract: Contract No. 1 – Site Improvement Contract
Solicitation number: Not on record
Issued by: Cumberland County, Pennsylvania

About this file

Written by GovTribe AI · May 25, 2026

This is a construction document set for the Beacon Hill Radar Site Park Phase 1 project in Lower Allen Township, Cumberland County, Pennsylvania. The project comprises site improvement work including landscaping, grading, utility installation, and recreational facility construction. Key deliverables include a parking area with accessible spaces, concrete and bituminous pavement surfaces, an infiltration basin for stormwater management, walking trails with native plantings, a pavilion structure, and recreational amenities such as cornhole toss games and horseshoe pits. The bid opening is scheduled for 11:00 AM on Friday, June 19, 2026, with a mandatory pre-bid conference recommended for Wednesday, June 3, 2026, at 9:00 AM at the Lower Allen Township Municipal Building, 2233 Gettysburg Road, Camp Hill, Pennsylvania. Bidders must submit all responses through PennBid, with bids remaining effective for 60 calendar days following the bid opening date and not subject to withdrawal during this period.

A bid bond or certified check equal to 10 percent of the total base bid must accompany each proposal. All bidders are required to bid on all items listed on the bid form and unit costs. The contract is subject to the Pennsylvania Prevailing Wage Act requirements. Project funding is supported by the Department of Conservation and Natural Resources Bureau of Recreation and Conservation through the Keystone Recreation, Park and Conservation Fund. The construction documents were prepared by landscape architects YSM Landscape Architects (York, Pennsylvania), civil engineer Rettew Associates (Mechanicsburg, Pennsylvania), and surveyor Brehm-Lebo Engineering, Inc. (Carlisle, Pennsylvania), with the project number 24LAT-01 and a drawing date of May 22, 2026. Lower Allen Township reserves the right to accept or reject any or all bids and to waive any informality in bids received.

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Other files

File	Type	Posted
1-24LAT01 Project Manual 051926.pdf	PDF	May 21, 2026
5-Nondiscrimination-Sexual Harassment Clause.pdf	PDF	Jul 22, 2025
1-Experience Questionnaire.pdf	PDF	Jul 22, 2025
7-Addendum 1 2025-08-15.pdf	PDF	Jul 22, 2025
8-Creekwood Park Yellow Breeches Creek Access Project BT-13VW 1756233791.0583973.pdf	PDF	Jul 22, 2025
4-004546 - Public Works Employment Verification Form.pdf	PDF	Jul 22, 2025
3-Bid Form.pdf	PDF	Jul 22, 2025
6-Creekwood Park Yellow Breeches Creek Access Project Bid Docs 2025-07-16.pdf	PDF	Jul 22, 2025
2-Non-Collusion Affidavit.pdf	PDF	Jul 22, 2025

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LOWELL LANE

B E A

C O

N H

L R

O A

25' 30'

15'

1 2 3 5 6 7

1 2 3 5 6 7 8

R e m a rk

D a te

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R e v is io n s

D ra w in g T it le

F o r:

Date:

By:

Scale:

S o u th

N e w b e rr y S tr e e t

Y o rk

P e n n s y lv a n ia

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L O

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P re p a re d F o r:

Project Number:

Lo w er A lle n

To w ns hi p, C um be rla nd

C ou nt y, P en ns yl va ni a

O N

Lo w er A lle n

To w ns hi p

5/22/2026

24LAT-01

CJS / HPS / AAS

C O

S H

AS NOTED

LEGEND:

DETAIL NO.

SHEET NO.

420.63

PERVIOUS BITUMINOUS

PAVEMENT

BITUMINOUS PAVEMENT

CONCRETE PAVEMENT

DETAIL DESIGNATION

SPOT GRADE

CONTOUR

CONTOUR (INDEX)

DEMOLITION NOTE

DESIGNATION

CONSTRUCTION NOTE

DESIGNATION

TRASH RECEPTACLE

BENCH WITH BACK

BOTTLE FILLER W/ DOG

BOWL

PET WASTE DISPOSAL

PICNIC TABLES

TABLE AND CHAIR UNITS

PROPERTY LINE

ADJOINER

CONTOUR

CONTOUR (INDEX)

FENCE

UTILITY POLE

OVERHEAD ELECTRIC /

COMMUNICATIONS LINE

SANITARY SEWER LINE

STORMWATER LINE

TREELINE

DECIDUOUS TREE

CONIFEROUS TREE

PROPOSED

EXISTING

LIST OF DRAWINGS:

LANDSCAPE ARCHITECT:

OWNER:

EXISTING CONDITIONS / DEMOLITION PLAN

S1.................. COVER SHEET

S2................ LAYOUT PLAN

S3................ GRADING PLAN

S4................ PLANTING PLAN

S5................ CONSTRUCTION DETAILS

S6................ CONSTRUCTION DETAILS

SW-1............ COVER SHEET

SW-2........... EXISTING CONDITIONS/DEMOLITION PLAN

SW-3...........PCSM PLAN

SW-4...........PROFILES

SW-5...........PCSM NOTES

SW-6..........PCSM NOTES & DETAILS

SW-7...........PCSM DETAILS

SW-8...........UTILITY DETAILS

ES1................COVER SHEET

ES2..............EXISTING CONDITIONS/DEMOLITION PLAN

ES3..............ESC PLAN

ES4..............ESC NOTES

ES5..............DETAILS

ES6.............DETAILS

SURVEYOR:

SITE LOCATION MAP

SCALE: 1" = 1000'

EXISTING CONCRETE FOUNDATION TO REMAIN, PROTECT AND

PRESERVE.

EXISTING BITUMINOUS DRIVE PAVEMENT TO BE REMOVED.

EXISTING BITUMINOUS DRIVE TO REMAIN.

EXISTING UTILITY TO REMAIN, PROTECT IN PLACE.

EXISTING FENCE TO REMAIN, PROTECT IN PLACE.

EXISTING PARKING AND BOLLARDS TO BE REMOVED.

EXISTING PLANTER/LANDSCAPE BED AND BENCH TO BE REMOVED,

RETURN BENCH TO OWNER.

EXISTING VEGETATION TO BE PROTECTED AND PRESERVED.

EXISTING VEGETATION TO BE REMOVED.

EXISTING DUMPSTER TO BE RELOCATED.

EXISTING PIPE TO BE REMOVED.

DEMOLITION NOTES:

Lower Allen Township 2233 Gettysburg Road

Camp Hill, PA 17011-7302

(717) 975-7575

Contact: Rebecca Davis, Township Manager

Brehm-Lebo Engineering, Inc.

17 State Ave

Carlisle, PA 17013

(717) 243-4114

Landscape Architects 19 South Newberry Street

York, PA 17401

(717) 812-9959

Contact: Chuck Strodoski, RLA

Construction Documents for:

BEACON HILL RADAR SITE PARK - PHASE 1

Lower Allen Township, Cumberland County, Pennsylvania May 2026 sm

0' 25' 50' 100'

SCALE 1" = 50'

N O

R T H

SITE

NORTH

7 3

CIVIL ENGINEER:

Rettew Associates 5031 Richard Lane, Suite 111

Mechanicsburg, PA 17055

(717) 697-3551

Contact: Christine Stivers, RLA

ADA

AutoCAD SHX Text Concrete Foundation

AutoCAD SHX Text Lower Allen Township Instrument 201724138 Tax Parcel 13-25-0008-436 Area: 0.153 Acres

AutoCAD SHX Text E

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CBA

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PPL 24399 S32587

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ATTCH 24392 S32589

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NO ID

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AutoCAD SHX Text Trash Bins

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AutoCAD SHX Text Chain Link Fence

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AutoCAD SHX Text Gravel Parking Area

AutoCAD SHX Text Macadam Drive

AutoCAD SHX Text Curbed Flower Garden

AutoCAD SHX Text Inv.:495.56

AutoCAD SHX Text Inv.:494.96

AutoCAD SHX Text Electric Phone & Cable

AutoCAD SHX Text "Stop"

AutoCAD SHX Text "Dog Rules, No Motor Vehicles"

AutoCAD SHX Text "No Littering"

AutoCAD SHX Text "No Dumping"

AutoCAD SHX Text Macadam Drive

AutoCAD SHX Text N25°15'00"E

AutoCAD SHX Text 509.00'

AutoCAD SHX Text N25°42'00"E

AutoCAD SHX Text 200.69'

AutoCAD SHX Text N25°42'00"E 25.70'

AutoCAD SHX Text N74°58'00"W

AutoCAD SHX Text 518.84'

AutoCAD SHX Text S25°22'00"W

AutoCAD SHX Text 643.23'

AutoCAD SHX Text S64°45'00"E

AutoCAD SHX Text 510.20'

AutoCAD SHX Text S60°13'57"E

AutoCAD SHX Text 123.51'

AutoCAD SHX Text N50°57'23"W

AutoCAD SHX Text 125.14'

AutoCAD SHX Text S29°46'03"W

AutoCAD SHX Text 64.17'

AutoCAD SHX Text N29°46'03"E

AutoCAD SHX Text n/f Kevin F. Phillips and Gweyne E. Phillips Instrument 201717966 Tax Parcel 13-25-0008-435

AutoCAD SHX Text n/f Jonathan Andrew Waite Instrument 202208800 Tax Parcel 13-25-0008-434

AutoCAD SHX Text n/f Julie E. Mathews Instrument 20819773 Tax Parcel 13-25-0008-433

AutoCAD SHX Text n/f David Paul Nissel and Laurie Anne Nissel Instrument 201802338 Tax Parcel 13-25-0008-432

AutoCAD SHX Text n/f Richard L. Polan, Jr. and Teresa E. Polan Deed Book 248, Page 1062 Tax Parcel 13-25-0008-431

AutoCAD SHX Text n/f Trevor R. McMurray and Tracy J. McMurray Instrument 20137303 Tax Parcel 13-24-0811-001

AutoCAD SHX Text n/f Franklin D. Buttorff, Jr. and Debra L. Rothrock Deed Book 35W, Page 959 Tax Parcel 25-24-0811-453

AutoCAD SHX Text n/f David W. Zimpleman and Kathleen L. ZimpleMan Instrument 200929211 Tax Parcel 25-24-0811-452

AutoCAD SHX Text n/f Jacob Allen Wire and Justin Matthew Wire Instrument 202027528 Tax Parcel 25-24-0811-451

AutoCAD SHX Text n/f Diana Frey Instrument 201926299 Tax Parcel 25-24-0811-450

AutoCAD SHX Text n/f David D. Kepner and Maureen C. Kepner Deed Book 35Y, Page 968 Tax Parcel 25-24-0811-449

AutoCAD SHX Text n/f David J. Thomas, Jr. Instrument 201234678 Tax Parcel 25-24-0811-448

AutoCAD SHX Text n/f Ronald M. Bachman and Nancy L. Bachman Deed Book 30-O, Page 471 Tax Parcel 26-24-0809-393

AutoCAD SHX Text n/f Gregory A. Hall Instrument 202027264 Tax Parcel 26-24-0809-394

AutoCAD SHX Text n/f Jennifer Brandt and Dennis Brandt Instrument 201828263 Tax Parcel 26-24-0809-395

AutoCAD SHX Text n/f Christopher J. Baxter and Nicole E. Baxter Instrument 201928422 Tax Parcel 26-24-0809-396

AutoCAD SHX Text n/f Foxlea Homeowners' Association Deed Book 30R, Page 805 Tax Parcel 13-25-0008-002A

AutoCAD SHX Text n/f Township of Lower Allen Deed Book 28L, Page 352 Tax Parcel 13-25-0008-001A-EX

AutoCAD SHX Text n/f Spencer B. Dearth and Susan T. Dearth Instrument 201805533 Tax Parcel 13-25-0008-376

AutoCAD SHX Text Split Rail Fence

AutoCAD SHX Text 50' Right-of-Way 30' Macadam Cartway

AutoCAD SHX Text 25' Right-of-Way ±8' Macadam Cartway

AutoCAD SHX Text Iron Pipe Found

AutoCAD SHX Text Concrete Monument Found (Benchmark Elev.: 499.36)

AutoCAD SHX Text Iron Pin Found

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AutoCAD SHX Text Iron Pin Found

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CONTROL

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AutoCAD SHX Text Power Manhole Not Found, May Be Buried

AutoCAD SHX Text Wood Post (Typ.)

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AutoCAD SHX Text Township of Lower Allen Deed Book 218, Page 1119 Tax Parcel 13-25-0008-003-EX Area: 8.06 Acres

AutoCAD SHX Text 44.00'

AutoCAD SHX Text Tree Grove

25' 30'

15'

BF T

T Y

18' 24'

18' 8'

12'

21.95'

R5'

R10'

R5'

L12

C13

C14

C15

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C21 L

L18 L19

P.O.B.

CONCRETE

WHEEL STOP, TYP.

R10'

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Project Number:

Lo w er A lle n

To w ns hi p, C um be rla nd

C ou nt y, P en ns yl va ni a

O N

Lo w er A lle n

To w ns hi p

5/22/2026

24LAT-01

CJS / HPS / AAS

U T

1" = 30'

NORTH

0' 15' 30' 60'

SCALE 1" = 30'

PLAN LOCATIONS AND DIMENSIONS SHALL BE STRICTLY

ADHERED TO UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE

ARCHITECT/ENGINEER. SUCH PLAN CHANGES, SHOULD THEY

BECOME NECESSARY, ARE SUBJECT TO MUNICIPAL AND COUNTY

ORDINANCES.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE PRIOR

TO THE START OF CONSTRUCTION ACTIVITIES.

DIMENSIONS GIVEN ARE TO THE OUTSIDE FACE OF CURB UNLESS

OTHERWISE NOTED.

MAINTAIN AND PROTECT PROPERTY LINE STAKES THROUGHOUT

THE CONSTRUCTION OF THE PROJECT.

LAYOUT NOTES:

1. BOUNDARY INFORMATION SHOWN IS DERIVED FROM DEEDS AND

PLATS OF RECORD OBTAINED FROM THE RECORDER OF DEEDS

OFFICE AND WAS SUPPLEMENTED BY A BOUNDARY RETRACEMENT

SURVEY CONDUCTED BY BREHM-LEBO ENGINEERING, INC. ON MAY 5,

2022.

2. TOPOGRAPHIC INFORMATION AND ELEVATIONS SHOWN HEREON

ARE DERIVED FROM A FIELD SURVEY CONDUCTED BY BREHM-LEBO

ENGINEERING, INC. ON MAY 5, 2022. ELEVATIONS ARE BASED ON

NAVD 1988, BENCHMARK IS THE CONCRETE MONUMENT FOUND AT

THE SOUTHEAST PROPERTY CORNER OF TAX PARCEL

13-25-0008-003-EX (ELEVATION 499.36).

3. THE TOPOGRAPHIC INFORMATION HORIZONTAL DATUM REFERENCES

THE STATE PLANE COORDINATE SYSTEM (PA SOUTH ZONE) (NAD83),

HOWEVER THE BEARINGS SHOWN REFERENCE THEIR RESPECTIVE

DEEDS.

4. ALL UTILITIES SHOWN HAVE BEEN PLOTTED FROM EXISTING MAPS,

FIELD LOCATED WHEN VISIBLE, OR LOCATIONS PROVIDED BY THE

VARIOUS COMPANIES, AND ARE APPROXIMATE IN LOCATION. THE

ACTUAL LOCATIONS AND CONDITIONS SHALL BE VERIFIED WITH

REPRESENTATIVES OF THE UTILITY IN QUESTION. THE SURVEYOR

DOES NOT ASSUME ANY RESPONSIBILITY FOR ACCURACY OR

SUFFICIENCY OF THE DATA PROVIDED ON EXISTING UTILITIES.

FURTHERMORE, THE SURVEYOR WILL ASSUME NO RESPONSIBILITY

FOR ANY COST OR CONDITION RESULTING FROM ANY INACCURACY

OR INSUFFICIENCY IN THIS REGARD. THE UTILITIES SHOWN HEREIN

SHALL BE CONTACTED FOR THE ACTUAL LOCATION OF THEIR

FACILITIES.

5. THE ADJOINING LANDOWNER INFORMATION SHOWN HEREON IS

BASED UPON RECORDS OF THE CUMBERLAND COUNTY

COURTHOUSE AND REFLECTS THE ACCURACY THEREOF.

6. THIS PLAN HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE

REPORT AND MAY BE SUBJECT TO VARIOUS EASEMENTS AND

OTHER DOCUMENTS, RECORDED AND UNRECORDED.

SURVEY NOTES:

EARTHEN TRAIL

FUTURE

EARTHEN TRAIL

FUTURE

CURVE TABLE

CURVE LENGTH RADIUS TANGENT DELTA CHORD BEARING

C1 63.53' 30.00' 31.88' 012°07'57" 63.41' N64°32'30"W

C2 11.73' 266.00' 5.87' 002°31'36" 11.73' N64°51'00"W

C3 23.74' 266.00' 11.88' 005°06'46" 23.73' N61°01'50"W

C4 17.79' 31.00' 9.15' 032°53'10" 17.55' N42°02'00"W

C5 45.17' 40.00' 25.34' 064°42'05" 42.81' N06°45'40"E

C6 17.66' 40.00' 8.98' 025°17'55" 17.52' N51°45'40"W

C7 62.83' 40.00' 40.00' 090°00'00" 56.57' S70°35'20"E

C8 56.55' 36.00' 36.00' 090°00'00" 50.91' S19°24'40"W

C9 30.90' 31.00' 16.87' 057°06'50" 29.64' N87°02'00"W

C10 26.84' 50.00' 13.75' 030°45'03" 26.51' S79°47'10"W

C11 97.75' 70.00' 58.75' 080°00'33" 90.00' N44°50'00"W

C12 56.71' 100.00' 29.14' 032°29'35" 55.95' N21°04'30"W

C13 164.06' 90.00' 116.12' 104°26'40" 142.27' N14°54'00"E

C14 48.89' 100.00' 24.94' 028°00'36" 48.40' N53°07'00"E

C15 60.37' 100.00' 31.13' 034°35'16" 59.45' N21°49'10"E

C16 221.08' 110.00' 173.17' 115°09'10" 185.70' N62°06'00"E

C17 95.03' 175.00' 48.72' 031°06'47" 93.87' S44°46'00"E

C18 83.24' 100.00' 44.20' 047°41''34" 80.86' S02°20'00"E

C19 86.77' 175.00' 44.29' 028°24'27" 85.88' S07°18'30W

C20 110.76' 89.00' 63.84' 071°18'22" 103.75' S28°45'30"W

C21 26.46' 100.00' 13.31' 015°09'34" 26.38' S12°44'30"W

LINE TABLE

LINE LENGTH BEARING

L1 111.00' N58°28'30"W

L2 76.01' N58°28'30"W

L3 6.52' N25°35'20"W

L4 55.20' N25°35'20"W

L5 175.28' N25°35'20"W

L6 74.00' N64°24'40"E

L7 232.00' S25°35'20"E

L8 58.00' S64°24'40"W

L9 29.00' S64°24'40"W

L10 68.99' N25°35'20"W

L11 45.62' N70°35'20"W

L12 22.42' S64°24'40"W

L13 31.36' N84°50'20"W

L14 38.46' N84°50'20"W

L15 23.06' S60°19'20"E

L16 62.68' S26°10'50"E

L17 38.18' S50°53'10"E

L18 14.00' S05°09'40"W

L19 14.98' S20°19'20"W

AutoCAD SHX Text Concrete Foundation

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AutoCAD SHX Text

PPL 24369 S32588

AutoCAD SHX Text

CBA

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GENERATOR LOW SIDE

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PPL 24399 S32587

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ATTCH 24392 S32589

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PPL 24388 S32590

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PPL 24370 S32592

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PPL 24350 S32594

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AutoCAD SHX Text Chain Link Fence

AutoCAD SHX Text Post and Chain Fence

AutoCAD SHX Text Macadam Drive

AutoCAD SHX Text N25°15'00"E

AutoCAD SHX Text 509.00'

AutoCAD SHX Text N25°42'00"E

AutoCAD SHX Text 200.69'

AutoCAD SHX Text N25°42'00"E 25.70'

AutoCAD SHX Text N74°58'00"W

AutoCAD SHX Text 518.84'

AutoCAD SHX Text S25°22'00"W

AutoCAD SHX Text 643.23'

AutoCAD SHX Text S64°45'00"E

AutoCAD SHX Text 510.20'

AutoCAD SHX Text 125.14'

AutoCAD SHX Text N29°46'03"E

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AutoCAD SHX Text 44.00'

499.32

500.00 499.59

499.52 (EX.) 499.54 (EX.)

499.33

498.84

498.10

498.26

501.40

499.84

498.40

498.56

500.83

500.67

496.42

496.26

494.00

494.16

497.37

497.21

498.33

498.49

499.50 (HP)

484.34

484.66

484.54

491.97

491.85

494.60

494.76

495.43

488.32

488.20

501.24

501.52

501.36

501.88

490.57

483.50 (LP)

483.62

490.69

497.02

497.14

493.79

489.03 489.15

484.50

493.91

487.93 488.05

485.71

485.83

498.88

498.72

499.04

498.60

498.92485.30

485.14

485.46

485.14

485.46

490.81

490.93 490.81

498.48 498.60

497.92

497.80 497.80

497.68

496.11

491.96

496.23

492.08

494.04

494.16

499.25

499.37

490.69

499.74

495.84

491.88

499.86

495.96

492.00

502.00

501.76

501.88

498.88

500.00

500.54

500.38

497.50

497.19 (EX.)

496.67 (EX.)

499.46

499.67

485.58

496.62

496.64

497.35

496.76

497.36

496.79

497.40 496.51

497.12

497.15

497.19

497.42 497.62

497.65

497.45

497.50 497.70

484.66 484.54

495.59

499.00

498.72

499.00

498.58

498.84

499.49

499.63

499.14

500.37

500.06

500.00 499.73

500.51

500.38

500.12

500.23

499.73

500.23

499.00

499.84

499.79

495.43

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Project Number:

Lo w er A lle n

To w ns hi p, C um be rla nd

C ou nt y, P en ns yl va ni a

O N

Lo w er A lle n

To w ns hi p

5/22/2026

24LAT-01

CJS / HPS / AAS

G R

G P

SCALE 1" = 30'

CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING "THE

PENNSYLVANIA ONE-CALL SYSTEM" AT 1-800-242-1776 TO OBTAIN

INFORMATION ON UTILITY LOCATIONS ONSITE PRIOR TO INITIATING

CONSTRUCTION.

CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF THE TIME

AND DATE OF THE PRE-CONSTRUCTION MEETING.

CONTRACTOR SHALL CHECK AND VERIFY EXISTING CONDITIONS PRIOR

TO CONSTRUCTION.

ALL PERIMETER EROSION CONTROL MEASURES MUST BE IN PLACE

BEFORE ANY WORK BEGINS.

CONTRACTOR SHALL IMPLEMENT AND MAINTAIN ALL EROSION AND

SEDIMENTATION CONTROL MEASURES, TEMPORARY AS WELL AS

PERMANENT, THROUGHOUT THE LIFE OF THE PROJECT.

CONTRACTOR SHALL TAKE WHATEVER MEASURES ARE NECESSARY TO

CONTROL WATER AND WIND EROSION (DUST CONTROL). ADJACENT

ROAD SHALL BE KEPT CLEAN AND UNOBSTRUCTED AT ALL TIMES.

SAW CUT NEAT, STRAIGHT, SHARP LINE WITH VERTICAL EDGES WHERE

PROPOSED PAVING ABUTS EXISTING PAVEMENT.

WHERE PROPOSED PAVEMENT ABUTS EXISTING PAVEMENT, MEET LINE

AND GRADE OF THE EXISTING PAVEMENT.

CONTOURS AND SPOT GRADES ARE CONTROLS ONLY. ALL GRADING

SHALL BE SMOOTH AND CONTINUOUS. TOPS AND BOTTOMS OF ALL

SLOPES SHALL BE ROUNDED.

CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS

FROM THE MUNICIPALITY RELATIVE TO THE CONSTRUCTION PROPOSED

ON THIS PLAN.

THE CONTRACTOR, PRIOR TO INITIATING CONSTRUCTION, SHALL BE

RESPONSIBLE FOR NOTIFYING ANY UTILITY COMPANY WHO'S UTILITY

LINES OR FACILITIES EXIST ONSITE.

CONTRACTOR SHALL COMPLY WITH ALL MUNICIPAL, STATE, AND

FEDERAL REGULATIONS IN EFFECT AT THE TIME OF SUBMISSION.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL,

TRENCH BARRICADING AND COVERING, SHEETING AND SHORING AS

NECESSARY.

ACCESSIBLE PARKING SPACES AND AISLES SHALL NOT EXCEED 2.0%

SLOPE IN ANY DIRECTION.

ALL PURPOSED WALKS SHALL MAINTAIN A 1 % MINIMUM AND 2%

MAXIMUM CROSS SLOPE WITH A MAXIMUM 5% LONGITUDINAL SLOPE

UNLESS OTHERWISE NOTED.

CONSTRUCTION NOTES:

AutoCAD SHX Text Concrete Foundation

AutoCAD SHX Text E

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PPL 24369 S32588

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CBA

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GENERATOR LOW SIDE

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NO ID

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PPL 24399 S32587

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ATTCH 24392 S32589

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PPL 24388 S32590

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PPL 24370 S32592

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PPL 24350 S32594

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NO ID

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NO ID

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CONTROL

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POWER

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AutoCAD SHX Text Concrete Foundation

AutoCAD SHX Text Concrete Pad

AutoCAD SHX Text Chain Link Fence

AutoCAD SHX Text Post and Chain Fence

AutoCAD SHX Text Macadam Drive

AutoCAD SHX Text Split Rail Fence

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AutoCAD SHX Text Power Manhole Not Found, May Be Buried

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CLEANOUT

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104 LF LEVEL SPREADER W/ 6" PERFORATED UNDERDRAIN

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YARD INLET

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YARD INLET

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YARD INLET

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6" PERFORATED UNDERDRAIN

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CLEANOUT

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6" PERFORATED UNDERDRAIN

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YARD INLET

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CLEANOUT

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CLEANOUT

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CLEANOUT

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RIPRAP APRON

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MH-4

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OCS-1

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LS-1

INFILTRATION BASIN

25'

15'

BF T

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Project Number:

Lo w er A lle n

To w ns hi p, C um be rla nd

C ou nt y, P en ns yl va ni a

O N

Lo w er A lle n

To w ns hi p

5/22/2026

24LAT-01

CJS / HPS / AAS

G P

SCALE 1" = 30'

PLANTING NOTES: SEEDING LIST

Hatch Mix Name Mix Number Seeding Rate Notes Total Acreage

EASTERN ECOTYPE NATIVE

GRASS MIX

ERNMX-177

10 TO 15 LB. PER ACRE WITH 30 LB. PER ACRE OF A COVER

CROP. SEE ERNST INFORMATION SHEET FOR ADDITIONAL

DETAILS.

+/- 1.27 ACRE

SHOWY NORTHEAST NATIVE

WILDFLOWER & GRASS MIX

ERNMX-153

15 LB. PER ACRE WITH 30 LB. PER ACRE OF A COVER CROP. SEE

ERNST INFORMATION SHEET FOR ADDITIONAL DETAILS.

+/- 1.36 ACRES

PLANT LIST

Symbol Quantity Botanical Name Common Name Size Root Spacing Comments

Ar 7 Acer rubrum 'October Glory' October Glory Red Maple 2.5" Cal. B&B As Shown Similar Size and Form

Gd 8 Gymnocladus dioicus 'Espresso' Espresso Kentucky Coffeetree 2.5" Cal. B&B As Shown Similar Size and Form

Gt 4 Gleditsia triacanthos f. inermis 'Imperial' Imperial Thornless Honeylocust 2.5" Cal. B&B As Shown Similar Size and Form

Ls 6 Liquidambar styraciflua 'Rotundiloba' Rotundiloba American Sweetgum 2.5" Cal. B&B As Shown Similar Size and Form

1. PROTECT AND PRESERVE EXISTING

MATURE TREES AND VEGETATION

TO REMAIN.

2. PRIOR TO INSTALLATION, VERIFY

LOCATION OF ANY UTILITIES ON

SITE. NOTIFY THE LANDSCAPE

ARCHITECT OF ANY CONFLICTS.

3. PROVIDE PLANT MATERIALS IN

COMPLIANCE WITH APPLICABLE

STATE AND FEDERAL LAWS

RELATING TO INSPECTION FOR

DISEASES AND INSECT

INFESTATION AT GROWING RATE.

4. PLANTS SHALL BE HEALTHY AND

VIGOROUS, FREE OF DISEASE,

INSECT PESTS AND THEIR EGGS,

AND LARVAE. PLANTS SHALL HAVE

A WELL-DEVELOPED FIBROUS

ROOT SYSTEM AND BE FREE OF

PHYSICAL DAMAGE SUCH AS

SCRAPES, BROKEN OR SPLIT

BRANCHES, SCARS, BARK

ABRASIONS, SUN SCALDS, FRESH

LIMB CUTS, DISFIGURING KNOTS, OR

OTHER DEFECTS.

5. PLANTS ARE SUBJECT TO

INSPECTION AND APPROVAL BY

THE LANDSCAPE ARCHTECT.

PLANTS REQUIRED FOR THE WORK

MAY BE INSPECTED AND TAGGED

AT THE GROWING SITE BEFORE

BEING DUG.

6. UNTIL FINAL ACCEPTANCE,

MAINTAIN PLANTINGS AND TREES

BY WATERING, CULTIVATING,

MOWING, WEEDING, SPRAYING,

CLEANING AND REPLACING AS

NECESSARY TO KEEP LANDSCAPE

IN A VIGOROUS, HEALTHY

CONDITION AND RAKE BED AREAS

AS REQUIRED.

STAKES TO BE SECURED TO TREE ABOVE FIRST

LATERAL BRANCHES BUT NO HIGHER THAN 1/2 OF

TREE HEIGHT.

USE 3 HARDWOOD STAKES PER TREE

V A

1'-0"

MIN.

STAKES TO EXTEND 1'-6" BELOW TREE PIT IN

UNDISTURBED GROUND

SCARIFY TO A DEPTH OF 4" AND RECOMPACT

PLANT MIXTURE

MOUND SOIL TO FORM SAUCER

REMOVE BURLAP FROM TOP 1/3 OF BALL

3" (SETTLED DEPTH) OF MULCH

PRUNE TO THIN AND SHAPE TREE CANOPY-15% OF

BRANCHES MAX.

REMOVE ANY DEAD BRANCHES.

1/2" I.D. RUBBER HOSE

NOT TO SCALE

APPLY TREE WRAP ON TREE TRUNK UP TO FIRST

LIMB

12 GA. GUY WIRE FASTEN TO ALLOW SOME

MOVEMENT OF TRUNK

NOTES:

1. STAKE TREES IN WINDY OR EXPOSED LOCATIONS

ONLY.

2. TREE SHALL BEAR SAME RELATION TO FINISHED

GRADE AS IT BORE TO PREVIOUS GRADE.

S500

DECIDUOUS TREE PLANTING

AutoCAD SHX Text Concrete Foundation

AutoCAD SHX Text E

AutoCAD SHX Text

PPL 24369 S32588

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CBA

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GENERATOR LOW SIDE

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NO ID

AutoCAD SHX Text

PPL 24399 S32587

AutoCAD SHX Text

ATTCH 24392 S32589

AutoCAD SHX Text

PPL 24388 S32590

AutoCAD SHX Text

PPL 24370 S32592

AutoCAD SHX Text

PPL 24350 S32594

AutoCAD SHX Text

NO ID

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NO ID

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CONTROL

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POWER

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CONTROL

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AutoCAD SHX Text Concrete Foundation

AutoCAD SHX Text Concrete Pad

AutoCAD SHX Text Chain Link Fence

AutoCAD SHX Text Post and Chain Fence

AutoCAD SHX Text Macadam Drive

AutoCAD SHX Text N25°15'00"E

AutoCAD SHX Text 509.00'

AutoCAD SHX Text N25°42'00"E

AutoCAD SHX Text 200.69'

AutoCAD SHX Text N25°42'00"E 25.70'

AutoCAD SHX Text N74°58'00"W

AutoCAD SHX Text 518.84'

AutoCAD SHX Text S25°22'00"W

AutoCAD SHX Text 643.23'

AutoCAD SHX Text S64°45'00"E

AutoCAD SHX Text 510.20'

AutoCAD SHX Text 125.14'

AutoCAD SHX Text N29°46'03"E

AutoCAD SHX Text Split Rail Fence

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CONTROL

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AutoCAD SHX Text Power Manhole Not Found, May Be Buried

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15' SIDE YARD SETBACK

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25' REAR YARD SETBACK

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15' SIDE YARD SETBACK

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30' FRONT YARD SETBACK

AutoCAD SHX Text 44.00'

BF T

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Project Number:

Lo w er A lle n

To w ns hi p, C um be rla nd

C ou nt y, P en ns yl va ni a

O N

Lo w er A lle n

To w ns hi p

5/22/2026

24LAT-01

CJS / HPS / AAS

C O

R U

O N

X X X X

1/2" EXPANSION JOINT WITH SEALANT

30' O.C. MAX.

TOOL JOINT 1/2" DEPTH MIN.

BROOM FINISH

4" #57 COARSE AGGREGATE

COMPACTED OR UNDISTURBED

SUBGRADE

4" CONCRETE

WELDED WIRE FABRIC

6 x 6 x W1.4 x W1.4

SCALE: 1" = 1'-0" S210

CONCRETE PAVEMENT

6" #2A COARSE AGGREGATE

CHOKE WITH 1" #10 COARSE AGGREGATE

COMPACTED OR UNDISTURBED SUBGRADE

SCALE: 3/4" = 1'-0"

S217

AGGREGATE PAVEMENT

1" AASHTO NO. 57 CHOKER COURSE

10" MIN. AASHTO NO. 3 BASE

COURSE

2 - 1/2" PERVIOUS PAVING

SURFACE COURSE

SCALE: 1" = 1'-0"

S205

0'-6"

UNCOMPACTED SUBGRADE

0'-9"

DIMENSIONED EDGE

TAMP EDGE

NONWOVEN GEOTEXTILE

(BOTTOM AND SIDES)

MIRAFI 140N OR EQUAL

PERVIOUS BITUMINOUS PAVEMENT - TRAIL

DIRECTION OF FINISH STROKES IS

PARALLEL TO OR IS PERPENDICULAR

TO JOINT SCORING PATTERN.

2" WIDE SMOOTH TOOLED FINISH

BOTH SIDES OF JOINT

TOOL JOINT OR EXPANSION JOINT

Y P

NOT TO SCALE

S212

PERPENDICULAR CONCRETE FINISH

SCALE: 1" = 1'-0"

S202

COMPACTED OR UNDISTURBED

SUBGRADE

8" #2A COARSE AGGREGATE

(BASE BID)

2-1/2" BINDER COURSE

(DEDUCT ALT. NO. 1. ACCESSIBLE

PARKING SPACES AND AISLE IN BASEBID)

1-1/2" WEARING COURSE

(NIC)

DIMENSIONED EDGE

TAMP EDGE

0'-6"

0'-9"

BITUMINOUS PAVEMENT - PARKING

3'-0"3'-0"

CONCRETE

CORNHOLE

(54 3/4" X 31"), 24" X 48" BOARD

SURFACE,

SEE PROFILE

TOOL JOINT

(TYP.)

CORNHOLE SIDE VIEW

PROFILE

54 3/4"

27'-0"

SCALE: 1/2" = 1'-0"

CONCRETE CORNHOLE

(54 34" X 31"), SEE PLAN

PLAN

4" #57 COARSE

AGGREGATE

COMPACTED OR

UNDISTURBED SUBGRADE

48"

FROM FRONT EDGE OF

BOARD TO FRONT EDGE

OF OPPOSITE BOARD

EXPANSION JOINT

(ALL SIDES)

SCALE: AS NOTED

CORNHOLE TOSS (DEDUCT ALT NO. 3)

SCALE: 1" = 10'-0"

27'-0"

16'-0"

1'-

11'-0"

(T Y

EQUALLY SPACED

SCALE: 1" = 10'-0"

PAVILION, BEAN BAG TOSS, AND HORSESHOE PIT

5'-0"

5 1/2"

18' X 28' PAVILION

TABLE AND

CHAIR UNITS

DEDUCT ALT. NO. 3

3'-2" 3'-2"

DEDUCT

ALT NO 2.

3'-2"

EXISTING CONCRETE PAD

EXISTING

CONCRETE

PAD

5" X 5 12" GLU-LAM COLUMNS

#3 HAIRPIN

NOTE: SLAB THICKENED TO 8" FOR

AN AREA, WITH A MINIMUM PLAN

VIEW SIZE, EQUAL TO THE FOOTER.

#5 x 14", Grade 60, HOT DIP

GALVANIZED REBAR EACH

WAY SUPPLIED BY RIGIDPLY,

16" DIA. HOLE DRILLED THRU

COLUMN BY OTHERS

24" DIA. CAST IN

PLACE CONCRETE

FOOTER/COLLAR

4" STONE BASE

SCALE: 1" = 1'-0"

PAVILION FOOTING (DEDUCT ALT NO. 2)

1'-

" 5

5 1/2"

4 1/4"

IRON PLATE, 3/16" THICK, WITH GALV.

LAG SCREWS, WELD TO STEEL PEG

CONNECT WITH 2-1/2" x

3-1/2" GALV. WOOD

SCREWS @ EACH JOINT

1-1/8" DIA. HOLE

PITCHING DISTANCE 40'-0" BETWEEN BASES OF PEGS

'-0

1'-

A A

2'-0"

4'-0"

0'-8"

'-6

DRILL 15/16" DIA. HOLE AND DRIVE STEEL

PEG INTO BLOCK

4"x6" PLASTIC LUMBER EDGING WITH

1/2" RADIUS ROUNDED TOP EDGE

BOTH SIDES.

8" SAND

HARD WOOD BLOCK

3'- 1"Ø STEEL PEG, PAINT YELLOW

COMPACTED OR UNDISTURBED

SUBGRADE

'-1

2'-0"

0'-3"

YELLOW PEG CAP

IRON PLATE, 3/16" THICK,

WITH GALV. LAG SCREWS,

WELD TO STEEL PEG

#5 REBAR @ 4'-0" O.C.

2'-0" LENGTH

2 PER SIDE, EQUALLY SPACED

CLASS 1 GEOTEXTILE

COUNTER SINK ROD AND FILL

WITH MATCHING SEALANT

S109SCALE: AS NOTED

SCALE: 3/4" = 1'-0"

SECTION A-A

IRON PLATE

PLAN

SCALE: 1" = 10'-0"

HORSESHOE PIT (DEDUCT ALT NO. 3)

2'-0"2'-0"

AutoCAD SHX Text E

AutoCAD SHX Text

CONTROL

AutoCAD SHX Text E

POWER

Funding assistance has been provided by the Department of Conservation and Natural Resources

Bureau of Recreation and Conservation Keystone Recreation, Park and Conservation Fund

BEACON HILL

LOWER ALLEN TOWNSHIP

RADAR PARK

1 2 3 5 6 7

1 2 3 5 6 7 8

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P re p a re d F o r:

Project Number:

Lo w er A lle n

To w ns hi p, C um be rla nd

C ou nt y, P en ns yl va ni a

O N

Lo w er A lle n

To w ns hi p

5/22/2026

24LAT-01

CJS / HPS / AAS

C O

R U

O N

0.50" LETTERS,

0.50" SINGLE LINE

SEPARATION

FONT: ARIAL

COLOR: WHITE

1" LETTERS

FONT: ARIAL

COLOR: WHITE

2" LETTERS

1" SPACING

FONT: ARIAL, BOLD

COLOR: WHITE

SCALE: 1" = 4'-0"

1'-

2'-0"

KEYSTONE

RECREATION, PARK

AND CONSERVATION

FUND LOGO

PARK ACKNOWLEDGEMENT SIGN2

3 1/4"1/4" HOLE FOR

ATTACHMENT

ATTACH TO POSTS

WITH STAINLESS

STEEL HARDWARE

POST

0'-1 1/2"

°0

COMPACTED OR

UNDISTURBED

SUBGRADE

#2A COARSE

AGGREGATE

COMPACTED

BACKFILL

ROUND EXPOSED

SHARP EDGES

WITH POWER

SANDER

POST

NOT TO SCALE

SIGN PANEL

(2) 4" X 4" POST

RESERVED

PARKING

VAN

ACCESSIBLE

NOTE:

RESERVED PARKING SIGNS SHALL BE INSTALLED PER THE SPECIFICATIONS

FOUND IN THE PENN DOT MANUAL ON OFFICIAL TRAFFIC CONTROL DEVICES,

TITLE 67, CHAPTER 211, SUBCHAPTER C, SECTION 211.241. SIGN TYPE USED

SHALL BE R7-8 12" x 18" AS SHOWN.

WALKWAY

CLCLCL

SCALE: 1" = 10'-0"

11'-0" 5'-0" 8'-0" STANDARD

SPACE

(SEE PLAN

FOR

WIDTH)

VAN

ACCESSIBLE

ADA SPACE

S E

E P

L A

N F

O R

L E

N G

T H

INTERNATIONAL SYMBOL OF

ACCESSIBILITY (TYP.). PAINT

SYMBOL WHITE AND THE

BACKGROUND BLUE.

0'-4" WHITE LINE (TYP.)

WHEEL STOP (TYP.)

EDGE OF PARKING AREA

ACCESSIBLE

PARKING SIGN

ACCESSIBLE PARKING SIGN

- VAN ACCESSIBLE

S622A

FINISH

GRADE

PLAN

SIGNAGE

STANDARD

ADA SPACE

ACCESSIBLE PARKING FACILITIES

S620D

SCALE: 1/4" = 1'-0"

NOTE:

ADA SYMBOL AND OUTLINE

SHALL NOT BE PAINTED AND IS

FOR REFERENCE ONLY.

BENCH WITH BACKBENCH WITH BACK

3'-0"

R2'-0

(T Y P.)

TRAIL

1'-0"3'-0" 0

"19'-0"

TRAIL BENCH WITH BACK LOCATION

SCALE: 3/4" = 1'-0" S600B

FINISHED GRADE

BENCH

BENCH LEG

CENTER ANCHOR

BOLT IN PIER

PLAN

ANCHOR BOLTS

COMPACTED OR

UNDISTURBED

SUBGRADE

CONCRETE

FOOTING

1'-0"

SECTION

CONCRETE

FOOTING

ANCHOR

BOLT

BENCH FOOTING AT BITUMINOUS PAVEMENT

E A

C O

N H

L R

O A

25'

15'

E A

C O

N H

L R

O A

25' 30'

15'

W W

REQUIRED FOR

BASINS

E A

C O

N H

L R

O A

25'

15'

LOWELL LANE

B E A

C O

N H

L R

O A

D W

24F S

12FS 12FS

12FS12

18FS

12FS

18FS

FS12FS

C F

12FS

G R

EXISTING ROADWAY

Sheets and Views

S1-Cover

24LAT-01_CDs-S2-Layout.pdf

Sheets and Views

S2-Layout

24LAT-01_CDs-S3-Grading.pdf

Sheets and Views

S3-Grading

24LAT-01_CDs-S4-Planting.pdf

Sheets and Views

S4-Planting

24LAT-01_CDs-S5-Details.pdf

Sheets and Views

S5-Details

24LAT-01_CDs-S6-Details.pdf

Sheets and Views

S6-Details

24LAT-01_CDs-S1-Cover.pdf

Sheets and Views

S1-Cover

24LAT-01_CDs-S1-Cover.pdf

Sheets and Views

S1-Cover

File details come from the government source that posted it. Updated May 25, 2026.