1-26LPT-01 CDs (10.29.2026).pdf

PDF 7 MB Posted

Attached to
Lingle Park – Pickleball Court Improvements
Solicitation number
Not on record
Issued by
Dauphin County, Harveys Lake Borough, Pennsylvania

About this file

File Summary: Construction Documents for Lingle Park Pickleball Court Improvements

These construction documents, prepared by Herbert, Rowland & Grubic, Inc. and landscape architect YSM Landscape Architects, detail site improvements for Lingle Park Pickleball Court Improvements in Lower Paxton Township, Dauphin County, Pennsylvania. The project includes construction of six pickleball courts with associated bituminous pavement, an 8-foot bituminous trail, concrete plaza with pavilion, concrete pad with benches, grills, and site amenities. The documents include detailed drawings for existing conditions and demolition plans, layout plans, grading and planting plans, and construction details covering concrete pavement specifications, bituminous pavement sections, pickleball net post footings, chain link fence gates, pavilion footings, and seeding schedules. The project requires contractor compliance with erosion and sedimentation control measures, utility location verification through Pennsylvania One-Call System, and adherence to all municipal, state, and federal regulations. A pre-bid conference is scheduled for Tuesday, November 10, 2026, at 11:00 AM at the Lower Paxton Township municipal building, with sealed proposals due electronically by 2:00 PM on Friday, November 20, 2026.

Bid security in the form of a certified check or bid bond equal to 10 percent of the total base bid must accompany each proposal, with a non-collusion affidavit required. Performance and payment bonds, each in the amount of 100 percent of the contract price, are required upon award. Bids are effective for 60 calendar days from the bid opening date. The contract is subject to the Pennsylvania Prevailing Wage Act. Bidding documents are available at no cost through PennBid (www.pennbid.net), with all official notifications and addenda provided exclusively through the designated website. No set-asides for disadvantaged enterprises are indicated in the procurement documents. The township reserves the right to accept or reject any or all bids, re-advertise, or waive any informality in bids received.

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Text version

B

B

LIST OF DRAWINGS:

LANDSCAPE ARCHITECT:

OWNER:

SITE LOCATION MAP

SCALE: 1" = 1,000'

SURVEYOR & ENGINEER:

LEGEND:

DETAIL NO.

SHEET NO.

440.63

BITUMINOUS PAVEMENT

CONCRETE PAVEMENT

DETAIL DESIGNATION

SPOT GRADE

CONTOUR

CONTOUR (INDEX)

DEMOLITION NOTE

DESIGNATION

CONSTRUCTION NOTE

DESIGNATION

BENCH

EXPANSION JOINT

FENCE

LAYOUT NOTE DESIGNATION

CONTOUR

CONTOUR (INDEX)

STORMWATER LINE

STORMWATER INLET

UTILITY POLE

DECIDUOUS TREE

PROPOSED

EXISTING

sm 19 South Newberry Street

York, Pennsylvania 17401

(717) 812-9959 phone www.ysmla.com

Landscape Architects

CONTACT: ANN YOST, RLA

C O

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S1

AS NOTED

S5

EJ

LOWER PAXTON TOWNSHIP

425 PRINCE STREET

HARRISBURG, PA 17109

(717) 657-5600

CONTACT: RACHELLE SCOTT, DIRECTOR OF PARKS & RECREATION

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

S2................ EXISTING CONDITIONS & DEMOLITION PLAN

S3................ LAYOUT

S4................ GRADING PLAN

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

C1.................. PCSM & ESC PLANS

C2................ PCSM & ESC NOTES

C3................ PCSM & ESC DETAILS

Construction Documents for:

LINGLE PARK

PICKLEBALL COURT IMPROVEMENTS

Lower Paxton Township, Dauphin County, Pennsylvania October 2026

HERBERT, ROWLAND, & GRUBIC, INC.

369 EAST PARK DRIVE

HARRISBURG, PA 17111

(717) 564-1121

CONTACT: JOSHUA K. SHEETZ, P.E., PROJECT ENGINEER

0' 20' 40' 80'

SCALE 1" = 40'

OVERALL PARK PLAN

N

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T H

©2026 Google

PROPOSED PICKLEBALL

COURTS (6)

PROPOSED 8' BITUMINOUS TRAIL

PROPOSED CONCRETE

PLAZA WITH PAVILION

PROPOSED CONCRETE

PAD W/ BENCHES

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PROPOSED GRILLS

X X X

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AutoCAD SHX Text 11" Birch Tree With Much Base

AutoCAD SHX Text "Pet Waste Transmits Disease /Leash And Clean Up After Your Pet /Bag Dispenser"

AutoCAD SHX Text Inlet Type C TG 474.22 Inv Out 466.13 (18" CMP)

AutoCAD SHX Text Inv 455.01 (18" CMP)

AutoCAD SHX Text Concrete Endwall

AutoCAD SHX Text "Hazard Symbol/Double Post"

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AutoCAD SHX Text 8' Chain Link Fence

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AutoCAD SHX Text 17"X 12" JB Irrigation Control Valve

AutoCAD SHX Text Water Fountain

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AutoCAD SHX Text BBQ Pit (4)

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AutoCAD SHX Text 8" Birch With Mulch Ring

AutoCAD SHX Text Maple Sapling

AutoCAD SHX Text Maple Sapling

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AutoCAD SHX Text Playground Equipment

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AutoCAD SHX Text N/F Lower Paxton Township PID: 35-074-028-000-0000 Deed Ref.: 0025400207 Site Address: Dowhower Rd

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1. THIS SURVEY HORIZONTALLY REFERENCES NORTH AMERICAN DATUM OF 1983 NAD83 - ADJUSTMENT, 2011 PENNSYLVANIA STATE PLANE, SOUTH ZONE DERIVED THROUGH GNSS, KEYNETGPS GNSS VRS NETWORK.

2. THE VERTICAL DATUM IS BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). DERIVED

THROUGH GNSS, KEYNETGPS GNSS VRS NETWORK.

3. TOPOGRAPHIC EXISTING CONDITIONS AND CONTOURS SHOWN ARE DERIVED FROM A FIELD RUN

TOPOGRAPHIC SURVEY, JUNE 2026.

4. THIS PLAN WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND MAY BE SUBJECT TO EASEMENTS AND OTHER RESTRICTIONS, EITHER RECORDED OR UNRECORDED. THE SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENT OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE

SEARCH MAY DISCLOSE OTHER THAN WHAT IS SHOWN ON THIS PLAN.

5. THE LOCATIONS OF UTILITIES AS SHOWN HEREON ARE BASED ON ABOVEGROUND FEATURES, FIELD OBSERVATIONS/SURVEY, AND RECORD DRAWINGS PROVIDED BY UTILITY COMPANIES. LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION AND DEPTH OF ALL UTILITY LINES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES IN COMPLIANCE WITH ACT 187 TO VERIFY THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES. A PA ONE

CALL WAS PERFORMED PRIOR TO FIELD SURVEYING. SERIAL NO. 20261351818.

SURVEY NOTES:

DEMOLITION NOTES:

EXISTING GRILLS TO BE REMOVED BY OWNER PRIOR TO CONTRACT.

EXISTING TIMBER EDGING TO BE REMOVED TO LIMITS NECESSARY TO CONSTRUCT CONCRETE PAD.

PROTECT TIMBER EDGING TO REMAIN.

EXISTING BLEACHERS TO BE REMOVED BY OWNER PRIOR TO PROJECT.

EXISTING TREE TO BE PRESERVED AND PROTECTED.

EXISTING CURB TO REMAIN.

EXISTING IMPROVEMENTS TO BE PROTECTED AND PRESERVED.

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AutoCAD SHX Text "No Vehicles Allowed Beyond This Point"

AutoCAD SHX Text "Reserved Parking HDCP Symbol /Van Accessible"

AutoCAD SHX Text "Reserved Parking HDCP Symbol"

AutoCAD SHX Text Trash Can

AutoCAD SHX Text 11" Birch Tree With Much Base

AutoCAD SHX Text "Pet Waste Transmits Disease /Leash And Clean Up After Your Pet /Bag Dispenser"

AutoCAD SHX Text Inlet Type C TG 474.22 Inv Out 466.13 (18" CMP)

AutoCAD SHX Text Inv 455.01 (18" CMP)

AutoCAD SHX Text Concrete Endwall

AutoCAD SHX Text "Hazard Symbol/Double Post"

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AutoCAD SHX Text N/F Lower Paxton Township PID: 35-074-028-000-0000 Deed Ref.: 0025400207 Site Address: Dowhower Rd

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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.

MAINTAIN AND PROTECT PROPERTY LINE STAKES THROUGHOUT THE

CONSTRUCTION OF THE PROJECT.

MEET LINE AND GRADE OF EXISTING PAVEMENT / CURB.

LAYOUT NOTES:

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AutoCAD SHX Text "Reserved Parking HDCP Symbol /Van Accessible"

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AutoCAD SHX Text "Pet Waste Transmits Disease /Leash And Clean Up After Your Pet /Bag Dispenser"

AutoCAD SHX Text Inlet Type C TG 474.22 Inv Out 466.13 (18" CMP)

AutoCAD SHX Text Inv 455.01 (18" CMP)

AutoCAD SHX Text Concrete Endwall

AutoCAD SHX Text "Hazard Symbol/Double Post"

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AutoCAD SHX Text Water Fountain

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AutoCAD SHX Text Maple Sapling

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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 /CURB ABUTS EXISTING PAVEMENT, MEET LINE AND GRADE OF THE EXISTING PAVEMENT/CURB.

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.

REMOVE EXISTING TIMBER EDGING TO FULL DEPTH WITH A SHARP STRAIGHT CUT. ANCHOR TIMBER EDGING TO REMAIN WITH 18" LONG #4

REBAR, COUNTER SUNK.

WHERE PROPOSED PAVEMENT MEETS EXISTING TIMBER EDGE, MEET LINE AND GRADE OF TIMBER EDGE.

SLOPE PAVEMENT AT GRILL AT 1.5% SLOPE FROM PAVILION PAD TO LAWN.

CONSTRUCTION NOTES:

SpacingRootSizeCommon NameBotanical NameBasebid QuantitySymbol

PLANT LIST

10' O.C.B&B#7 Cont.Black Haw VibirnumViburnum prunifolium17Vp

Ar 3 Acer rubrum "Red Sunset" Red Sunset Maple 2 1/2" cal. B&B As Shown

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AutoCAD SHX Text "No Vehicles Allowed Beyond This Point"

AutoCAD SHX Text "Reserved Parking HDCP Symbol /Van Accessible"

AutoCAD SHX Text "Reserved Parking HDCP Symbol"

AutoCAD SHX Text Trash Can

AutoCAD SHX Text 11" Birch Tree With Much Base

AutoCAD SHX Text "Pet Waste Transmits Disease /Leash And Clean Up After Your Pet /Bag Dispenser"

AutoCAD SHX Text Inlet Type C TG 474.22 Inv Out 466.13 (18" CMP)

AutoCAD SHX Text Inv 455.01 (18" CMP)

AutoCAD SHX Text Concrete Endwall

AutoCAD SHX Text "Hazard Symbol/Double Post"

AutoCAD SHX Text Gravel

AutoCAD SHX Text Timber Wall

AutoCAD SHX Text 8' Chain Link Fence

AutoCAD SHX Text Timber Wall

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AutoCAD SHX Text 17"X 12" JB Irrigation Control Valve

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AutoCAD SHX Text

14.5"X 14.5" JB

AutoCAD SHX Text Panel Elec. Box

AutoCAD SHX Text Trash Can

AutoCAD SHX Text Grill (4)

AutoCAD SHX Text BBQ Pit (4)

AutoCAD SHX Text Trash Can

AutoCAD SHX Text Bleachers

AutoCAD SHX Text 8" Birch With Mulch Ring

AutoCAD SHX Text Maple Sapling

AutoCAD SHX Text Maple Sapling

AutoCAD SHX Text Swing Set

AutoCAD SHX Text Playground Equipment

AutoCAD SHX Text Swing Set

AutoCAD SHX Text Conc. Curb

AutoCAD SHX Text Bit.

AutoCAD SHX Text Mulch

AutoCAD SHX Text Bit.

AutoCAD SHX Text Conc.

AutoCAD SHX Text Control Point #2

AutoCAD SHX Text Control Point #3

AutoCAD SHX Text Bit. Parking Lot

AutoCAD SHX Text Grass

AutoCAD SHX Text Grass

AutoCAD SHX Text Grass

AutoCAD SHX Text Bleachers

AutoCAD SHX Text Trash Can

AutoCAD SHX Text Sinkhole

Brush

E.J.

E .J

E.J.

E .J

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S5

AS NOTED

X XX X X X X

BROOM FINISH

SCALE: 1" = 1'-0"

S210

COMPACTED OR UNDISTURBED

SUBGRADE

4" #57 COARSE AGGREGATE

4" CONCRETE

WELDED WIRE FABRIC

6 x 6 x W1.4 x W1.4

1/2" EXPANSION JOINT WITH

SEALANT, 30' O.C. MAX.

TOOL JOINT 1/2" DEPTH MIN.

S5

CONCRETE PAVEMENT

S5

(T

Y P

NOT TO SCALE

S212

DIRECTION OF FINISH STROKES IS

PARALLEL TO OR IS PERPENDICULAR

TO JOINT SCORING PATTERN.

TOOL JOINT OR EXPANSION JOINT

2" WIDE SMOOTH TOOLED FINISH

BOTH SIDES OF JOINT

S5

PERPENDICULAR CONCRETE FINISH

NOTE:

COLOR COAT SURFACING SHALL EXTEND

TO ALL BITUMINOUS SURFACE AREAS

INCLUDING AREAS BEYOND FENCING.

SCALE: 1" = 1'-0"

S203

0'-6"

0'-9"

8" #2A COARSE AGGREGATE

COMPACTED OR

UNDISTURBED SUBGRADE

2.5" BINDER COURSE

1.5" WEARING COURSE

COLOR SURFACE

TAMP EDGE

DIMENSIONED EDGE

BITUMINOUS PAVEMENT - COURT2

S5

SCALE: 1" = 1'-0"

S206

0'-6"

0'-9"

COMPACTED OR UNDISTURBED

SUBGRADE

6" #2A COARSE AGGREGATE

2" BINDER COURSE

1-1/2" WEARING COURSE

TAMP EDGE

DIMENSIONED EDGE

S5

BITUMINOUS PAVEMENT - TRAIL

DIA 2'-0"

DIA 2'-6"

NOTE:

COURT PAVEMENT TO COVER TOP

OF CONCRETE FOOTING.

CONCRETE FOOTING W/ 1" DOME

NET POST W/ NET ANCHORS

SLEEVE TO RECEIVE NET POST

PICKLEBALL NET

1'-0"

PICKLEBALL NET

2" WIDE COURT LINE

SECTION

PLAN

SCALE: 1/2" = 1'-0" S116B

S5

PICKLEBALL NET POST FOOTING

SCALE: 1/2" = 1'-0" S610

4'-0"

CLEAR OPENING

NOTE:

1. GATE SHALL SWING OUT

FROM THE COURT SURFACE.

2. REFER TO SHEET S3 FOR

DIRECTION OF GATE SWING

COMPACTED OR

UNDISTURBED SUBGRADE

CONCRETE FOOTING

W/ 1" DOME

FINISHED GRADE

FENCE BOTTOM RAIL

GATE BOTTOM RAIL

GATE SIDE RAILS

GATE LATCH TO RECEIVE

PADLOCK BY OTHERS

FABRIC MESH W/ KNUCKLE

SELVAGE TOP AND

BOTTOM. HOG RINGS 12"

O.C. AT TOP RAIL, POSTS

AND TENSION WIRE

GATE POSTS

GATE TOP RAIL

1'-3" Ø

1'-3" Ø

S5

CHAIN LINK FENCE GATE - 4' HIGH (COURT)

SCALE: 1" = 20'-0"

PICKLEBALL COURTS

S5

10'-0"

1'-0"

10'-0" 7'-0"

X

1'-0"

(TYP.)

S5

S5

S5

XXXX

X

X X

X X

X

X X X X

S5

REFER TO SHEET S3 FOR

LOCATION OF GATES.

SCALE: 1" = 5'-0"

SQUARE PAVILION CONCRETE PAD10

S5

4' (TYP.)

14'-0"

PAVILION

ROOFLINE

3' (TYP.)

30'-0"

"TOOL JOINT

(TYP.)

10'-0"

SCALE: 1" = 1'-0"

COLUMN (LOCATED IN

CENTER OF FOOTING)

CONCRETE FOOTING

PROVIDE 95% COMPACTION OF

BACKFILL AROUND AND BELOW

FOUNDATIONS

EXPANSION MATERIAL ON ALL SIDES OF COLUMN

2'-6" Ø (MIN.)

3/4 " 15.75" LONG ANCHOR BOLT

(4) PLACES

(11" EFFECTIVE EMBEDMENT FROM

TOP OF FOOTING TO TOP OF

HEAD/THREADED NUT)

0'-3" CLR.

0'-3" CLEAR

SECTION

(2) 3/4" NUT

(2) 3/4"" WASHER,

(4) PLACES

(ENSURE 3.375 +3/8" -3/4"

EXPOSED FROM TOP OF FOOTING)

CONCRETE PAD

(M

IN

.) (8) #6 VERTICAL BARS (EQ.

SPACED)

#4 HORIZONTAL TIES AT 12" O.C.

WITH 2 TIES IN THE TOP 5"

NON-SHRINK GROUT UNDER

BASEPLATE (1-1/2" MAX.)

1'-

1'-

1'-

1'-

0'-3" CLEAR

S5

PAVILION FOOTING9

S5

SCALE: 1/2" = 1'-0" S611

1'-0" Ø

10'-0" MAX. SPACING

COMPACTED OR

UNDISTURBED

SUBGRADE

CONCRETE

FOOTING

W/ 1" DOME

TRUSS ROD WITH TURNBUCKLE

LOCATED AT CORNERS AND

ENDS ONLY

LINE POST

FINISHED GRADE

CORNER POST OR END POST

TOP RAIL

CAP

FABRIC MESH W/ KNUCKLE

SELVAGE TOP AND BOTTOM.

HOG RINGS 12" O.C. AT TOP RAIL,

POSTS AND TENSION WIRE

BOTTOM RAIL

1'-0"

S5

CHAIN LINK FENCE - 4' HIGH (COURT)

S5

S5

4' 4' 3' 4' 4' 3' 4' 4'

BENCHBENCH

ADA PICNIC TABLE

PICNIC TABLE

S5

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1 2 3 5 6 7

A

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10/29/2026

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26LPT-01

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HERBERT, ROWLAND & GRUBIC, INC.

369 EAST PARK DRIVE

HARRISBURG, PA 17111

717.564.1121 | hrg-inc.com

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PCSM & ESC

PLANS

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HERBERT, ROWLAND & GRUBIC, INC.

369 EAST PARK DRIVE

HARRISBURG, PA 17111

717.564.1121 | hrg-inc.com

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SEQUENCE OF CONSTRUCTION

STABILIZATION NOTESGENERAL EROSION CONTROL NOTES

MAINTENANCE PROGRAM NOTES

SOIL LEGEND

PENNDOT PUBLICATIONS

GRADING AND STORMWATER NOTES

SOIL LIMITATIONS

SOIL LIMITATION RESOLUTIONS

SEEDING SCHEDULE

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HERBERT, ROWLAND & GRUBIC, INC.

369 EAST PARK DRIVE

HARRISBURG, PA 17111

717.564.1121 | hrg-inc.com

L O

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T O

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PCSM & ESC

DETAILS

C O

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C3

STANDARD CONSTRUCTION DETAIL #4-1

COMPOST FILTER SOCK

STORM SEWER TRENCH DETAIL

STORMWATER SCM OWNERSHIP, OPERATION AND MAINTENANCE PROCEDURES

INFILTRATION BASIN CONSTRUCTION DETAIL

12" X12" CATCH BASIN STORM DRAIN DETAIL

EROSION CONTROL BLANKET SLOPE INSTALLATION DETAIL

STAPLE PATTERN GUIDE DETAIL

OUTLET STRUCTURE DETAIL

RIPRAP APRON DETAIL

SCHEDULE

Sheets and Views
S1-Cover
26LPT-01_CDs-S2-Demo.pdf
Sheets and Views
S2-Demo
26LPT-01_CDs-S3-Layout.pdf
Sheets and Views
S3-Layout
26LPT-01_CDs-S4-Grading.pdf
Sheets and Views
S4-Grading
26LPT-01_CDs-S5-Details.pdf
Sheets and Views
S5-Details
2026.10.15 Lingle Park Construction Plans.pdf
Sheets and Views
C PCSM-C1
C PCSM-C2
C PCSM-C3
Sheets and Views
C2
Sheets and Views
C3

File details come from the government source that posted it. Updated .